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Home My WebLink About23-22 Site Plan Set 1BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602N VICINITY MAP NOT TO SCALE N SITE 21-0281_CS C-1 COVER SHEET-SITE LOCATION MAP NOT TO SCALE PUBLIC SERVICE CONTACTS :ENGINEER CONTACT SUMMIT DESIGN & ENGINEERING SERVICES MATT HASTINGS, P.E. 606 BROAD STREET, SUITE C SOUTH BOSTON, VA 24592 (434) 579-4604 (PHONE) (434) 575-0617 (FAX) MATT.HASTINGS@SUMMITDE.NET DEVELOPER/OWNER TORCH CLEAN ENERGY 230 COURT SQUARE B102 CHARLOTTESVILLE, VA 22902 (703) 999-4280 (PHONE) CONTACT: SAM GULLAND SGULLAND@TORCHCLEANENERGY.COM Know what's below.before you dig.Call R CONTRACTOR SHALL NOTIFY "VA811" (811) OR (1-800-552-7001) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "VA811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. GENERAL NOTES: 1. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH FREDERICK COUNTY, VIRGINIA DEQ, AND VDOT STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON-SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON-SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS B. VDOT ROAD AND BRIDGE STANDARDS C. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) D. VIRGINIA WORK AREA PROTECTION MANUAL. E. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) F. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VA 811 OR THE APPROPRIATE UTILITY COMPANIES 3 FULL BUSINESS DAYS PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. IN CASE OF CONFLICT, NOTIFY ENGINEER AND DO NOT CONSTRUCT. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. 8. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE IN EACH LOCATION; HOWEVER NO OFFSITE BORROW OR WASTE SHOULD MAY BE REQUIRED. 9. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH LOCAL CITY, COUNTY AND STATE BUILDING CODES. 10. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING ON SITE FACILITIES, ABOVE AND BELOW GROUND. THE CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESULTING FROM DEMOLITION, AS WELL AS GRADING AND FILLING OF ALL DEPRESSIONS TO INSURE THAT THE SITE REMAINS AESTHETICALLY ACCEPTABLE. 11. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK IN ACCORDANCE WITH OSHA. 12. THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY SLOPES. SEE EROSION CONTROL INSTRUCTIONS, IF APPLICABLE. 13. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES. 14. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER, PLANNING DEPARTMENT STAFF, AND OWNER/DEVELOPER. 15. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS NECESSARY TO CONSTRUCTION. THE CONTRACTOR SHALL READ ALL PERMITS AND ENSURE THAT CONSTRUCTION COMPLIES WITH THE PERMITS. REQUIRED PERMITS MAY INCLUDE, BUT ARE NOT LIMITED TO: CITY/COUNTY APPROVALS/PERMITS, VDOT PERMITS, DRIVEWAY PERMITS, EROSION CONTROL PERMITS, VDEQ PERMITS, ENVIRONMENTAL PERMITS, STREAM CROSSING PERMITS, USACE/DWQ PERMITS, AND STORMWATER PERMITS. IF THE CONTRACTOR HAS QUESTIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE MUST CONTACT THE DEVELOPER AND THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 16. THE GRADING CONTRACTOR MUST MAINTAIN COPIES OF THE EROSION CONTROL PERMIT AND THE NPDES PERMIT ONSITE. HE MUST READ AND FOLLOW THE CONDITIONS OF THOSE PERMITS. 17. THE CONTRACTOR MUST VERIFY ALL FIELD ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER AND ENGINEER OF ANY VARIATION OF FIELD ELEVATIONS PRIOR TO CONSTRUCTING. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF NO NOTIFICATION IS GIVEN TO THE OWNER AND ENGINEER. 18. THERE IS NO SITE LIGHTING OR SITE SIGNAGE PROPOSED WITH THIS SITE PLAN. 19. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY (TIMMONS GROUP) - (703)726-1342 . SURVEY CONTACT TIMMONS GROUP 20110 ASHBROOK PLACE, SUITE 100 ASHBURN, VA 20147 (703)726-1342 (PHONE) (703)726-1345 (FAX) SITE GENERAL CONTRACTOR MYR ENERGY SERVICES 12150 E 112TH AVE HENDERSON, CO 80640 (616) 215-2843 (PHONE) CONTACT: JESSE JACKSON JMJACKSON@MYRGROUP.COM EXISTING CONDITIONS AND DEMOLITION PLAN C-3.0 - C-3.60 C-2.0 - C-2.18 C-1COVER SHEET SHEET INDEX SEDIMENT & EROSION CONTROL PLAN EROSION CONTROL STANDARD DETAILS D-1 D-2 D-4 - D4LLSEDIMENT BASIN DETAILS D-3 EROSION CONTROL STANDARD DETAILS EROSION CONTROL STANDARD DETAILS BARTONSVILLE SOLAR SITE DEVELOPMENT PLANS WINCHESTER, VA 22602 SPRINGDALE & MARLBORO ROAD FOR SET 1 OF 2 (E&S FOCUS) MAGISTERIAL DISTRICT: BACK CREEK & OPEQUON APPROVAL BY THE FREDERICK COUNTY ZONING ADMINISTRATOR: SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE. __________________________________ ______________ SIGNATURE DATE APPROVAL BY THE TOWN MANAGER OF STEPHENS CITY: SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE. _________________________________ ______________ SIGNATURE DATE FREDERICK COUNTY CUP & PARCELS: CUP #05-20: 74-A-3, 74-A-4, 74-A-6C, 74-A-20, 74-A-21, 74-A-35A, 74-A-44, 74-A-44A, 74-A-45, 74-5-1 through 74-5-52, 74-7-1-1 through 74-7-1-6, 74-7-2-7 through 74-7-2-12 CUP #11-21: PINS 73-A-104, 74-A-18, 74-A-18A, 74-A-18B, 74-A-19, 74-A-20, 85-A-1 EXISTING ZONING & USE: EXISTING ZONING: RA (RURAL AREAS), R1 (TOWN OF STEPHENS CITY) EXISTING USE: AGRICULTURAL, FORESTED, VACANT, OPEN SPACE, RESIDENTIAL, & RESIDENTIAL (PLATTED ONLY) PROPOSED USE: 172 MW +/- UTILITY-SCALE SOLAR POWER GENERATING FACILITY PROJECT AREA (LEASED AREA): +/-1260.84 AC TOTAL PARCEL AREAS: +/- 1797.2 AC DISTURBED AREA: 889.7 AC PROJECT SETBACKS: FROM CUP #05-20: 100' FROM ALL EXTERNAL ROADS AND PROPERTY LINES FROM CUP #11-21: 100' FROM ALL EXTERNAL ROADS AND PROPERTY LINES, 200' FROM ADJOINING PROPERTIES LOCATED WITHIN THE SOUTH FREDERICK AGRICULTURAL AND FORESTAL DISTRICT PARKING: 2 SPACES AT AC COLLECTOR STATION REQUIRED PER PLANNERS ADVISORY SERVICE- PARKING STANDARDS (2002) AND PER FREDERICK COUNTY PLANNING STAFF COMMENT. THE PARKING SPACES ARE SHOWN ON SHEET C-4.46 OF SET 2 OF 2. FIRE: FREDERICK COUNTY FIRE MARSHAL 1080 COVERSTONE DRIVE WINCHESTER, VA 22602 (540) 665-6350 STATE ROADWAYS: VDOT- EDINBURG RESIDENCY LLOYD INGRAM 14031 OLD VALLEY PIKE EDINBURG, VA 22824 (540)984-5600 PLANNING: FREDERICK COUNTY PLANNING 107 NORTH KENT ST WINCHESTER, VA 22601 (540)665-5651 PUBLIC WORKS: FREDERICK COUNTY PUBLIC WORKS 107 NORTH KENT ST WINCHESTER, VA 22601 (540)722-8215 STORMWATER: FREDERICK COUNTY PUBLIC WORKS & E&S 107 NORTH KENT ST WINCHESTER, VA 22601 (540)722-8214 BUILDING FREDERICK COUNTY BUILDING INSP. INSPECTIONS: 107 NORTH KENT ST WINCHESTER, VA 22601 (540)665-5650 WATER FREDERICK WATER & SEWER:315 TASKER RD STEPHENS CITY, VA 22655 (540)868-1061 TOWN OF TOWN OF STEPHENS CITY STEPHENS CITY: 1033 LOCUST STREET STEPHENS CITY, VA 22655 (540)869-3037 CONSTRUCTION SEQUENCE: 1. OBTAIN APPROVED SET OF CONSTRUCTION DRAWINGS. A ZONING COMPLIANCE PERMIT FROM FREDERICK COUNTY AND AN APPROVED EROSION CONTROL PLAN SHALL BE REQUIRED BEFORE THE ONSET OF ANY GRADING ACTIVITY. KEEP A COPY OF BOTH ITEMS ONSITE THROUGHOUT CONSTRUCTION. SEE PUBLIC SERVICE CONTACT THIS SHEET. CONTACT FREDERICK COUNTY ENGINEERING 1 WEEK PRIOR TO INITIATING LAND DISTURBANCE ACTIVITIES. 2. PRIOR TO CONSTRUCTION THE LIMITS OF DISTURBANCE (LOD), AS SHOWN ON THESE PLANS SHALL BE FLAGGED OFF. IN ADDITION, THE FOREST/OPEN SPACE AREAS SHALL ALSO BE FLAGGED OFF PRIOR TO CONSTRUCTION. NO DISTURBANCE SHALL TAKE PLACE IN THE FLAGGED FOREST/OPEN SPACE AREAS. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE(S)/EXIT(S) AND MAINTAIN PER THE NOTES ON THIS SHEET AND IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL GUIDELINES. ALL CONSTRUCTION TRAFFIC MUST ENTER AND EXIT THE PROPERTY AT THIS LOCATION. 4. CLEAR ONLY AS NECESSARY TO INSTALL THE EROSION CONTROL DEVICES AS SHOWN ON THIS PLAN. INSTALL SILT FENCE AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. 5. TREE PROTECTION FENCING SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE CLEARING/DISTURBANCE LIMITS WHERE THE LIMITS ARE ADJACENT TO EXISTING VEGETATION AND NO SILT FENCE IS REQUIRED. 6. INSTALL SWALES AND SEDIMENT BASINS/TRAPS PER PLANS. BOTH SHALL BE MATTED/LINED PER THE SWALE SCHEDULE AND NOTES ON PLANS. NO UPSLOPE DISTURBANCE SHALL OCCUR UNTIL THE BASINS/TRAPS/DITCHES ARE STABILIZED FOR EACH DRAINAGE AREA. 7. WHEN THE EROSION CONTROL DEVICES ARE STABILIZED AND VEGETATION IS ESTABLISHED, CONTACT FREDERICK COUNTY E&S DEPT FOR INSPECTION AND APPROVAL. 8. ONCE APPROVAL OF EROSION CONTROL DEVICES IS RECEIVED FROM FREDERICK COUNTY, BEGIN CLEARING AND GRUBBING VEGETATION AND DEMOLITION OF OTHER SITE ITEMS AS SHOWN IN THESE PLANS. DISPOSE OF ALL WASTE MATERIALS IN ACCORDANCE WITH THE APPROVED SOLID WASTE MANAGEMENT PLAN AND ALL APPLICABLE GUIDELINES OF FREDERICK COUNTY. 9. BEGIN CUT/FILL ACTIVITIES TO OBTAIN FINISHED GRADES AS SHOWN ON THE PLANS. 10. PREPARE A SOIL STOCKPILE/SPOIL AREA AS SHOWN ON PLANS. 11. CONTRACTOR SHALL REPOSITION SWALES AS FILL CHANGES THE GRADE AND ALTERS THE DRAINAGE AREA TO INSURE ALL RUNOFF IS CHANNELED INTO SEDIMENT TRAP. 12. TEMPORARY SEED AS CONDITIONS WARRANT THE NEED IN AREAS WITH NO CURRENT WORK. SEEDING SHALL TAKE PLACE IMMEDIATELY BUT IN NO CASE LATER THAN SEVEN (7) DAYS AFTER THAT CONSTRUCTION ACTIVITY HAS CEASED. 13. CONTINUE MAINTENANCE AND INSPECTION OF EROSION CONTROL DEVICES AFTER RUNOFF PRODUCING STORM EVENTS. NO DISTURBED AREA IS TO BE LEFT WITHOUT PROTECTIVE COVER (MULCH OR STRAW / TACK) AFTER COMPLETION OF CONSTRUCTION OR DEVELOPMENT ACTIVITIES PER THE TIME FRAMES ESTABLISHED IN THE STABILIZATION CHART IN THESE PLANS. DURING CONSTRUCTION OR DEVELOPMENT ACTIVITIES, ANY DISTURBED AREAS SHALL BE PROTECTED AND STABILIZED ACCORDING TO THE STABILIZATION TIMEFRAME CHART. DISTURBED AREAS FOR ANY PORTION OF THE SITE SHALL BE STABILIZED WITHIN 7 DAYS UPON COMPLETION OF CONSTRUCTION OR DEVELOPMENT ACTIVITIES IN THAT AREA. 14. INSTALL PERMANENT ACCESS ROADS AND FENCE AS CUT FILL ACTIVITIES PROMOTE. 15. UPON ACHIEVING ROUGH GRADE OF FINISHED ELEVATIONS AND ALL NECESSARY GRADING ACTIVITIES, APPLY TOPSOIL A MINIMUM OF 4" THICK TO ALL AREAS REQUIRING PERMANENT VEGETATATION. 16. APPLY TEMPORARY & PERMANENT SEEDING & FERTILIZER TO ALL FINISHED AREAS PER THE DETAILS IN THIS PLAN SET. 17. INSTALL PILES/POSTS FOR EACH TRACKER PANEL ROW. 18. INSTALL PANELS, WIRING, INVERTERS AND MISC ELECTRICAL IN ACCORDANCE WITH ELECTRICAL PLANS (BY OTHERS). 19. NO SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHOUT APPROVAL OF FREDERICK COUNTY. 20. RE-APPLY PERMANENT SEEDING AND FERTILIZER TO ALL FINISHED AREAS DESTROYED BY ARRAY INSTALLATION. 21. APPLY BLANKET MATTING ON ALL SLOPES 3:1 OR GREATER AND SWALES. MAT SLOPES IN SUMMER AND WINTER. GRADED SLOPES AND FILLS SHALL BE PROTECTED WITH A ROLLED EROSION CONTROL PRODUCT IF COMPLETED OUTSIDE OPTIMUM GERMINATION SEASONS, WHEN UNFAVORABLE WEATHER CONDITION PREVENT ESTABLISHMENT OF VEGETATED GROUND COVER. WHEN SITE IS FULLY STABILIZED CONTACT FREDERICK COUNTY PRIOR TO CONVERSION OF SEDIMENT BASINS/TRAPS TO PERMANENT STORMWATER FACILITIES. SEDIMENT BASINS/TRAPS SHALL ONLY BE CONVERTED ONCE UPSLOPE AREA IS AT LEAST 95% ESTABLISHED WITH PERMANENT VEGETATION. 22. CONVERT SEDIMENT BASINS/TRAPS TO PERMANENT STORMWATER DETENTION BASINS (SEE DETAIL SHEETS), GRADE SWALES TO FINAL GRADING CONDITION AND APPLY FINAL SEEDING, FERTILIZER, AND MATTING. THERE ARE DETAIL SHEETS FOR EACH BASIN/TRAP BEING INSTALLED AND A MATCHING DETAIL SHEET FOR THE CONVERSION/PERMANENT CONDITION. 23. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, INCLUDING SILT FENCE, INLET PROTECTION & TEMPORARY DIVERSIONS, FINE GRADE, PERMANENTLY SEED AND STABILIZE AREAS DISTURBED FROM REMOVAL OF DEVICES AS NEEDED. 24. WHEN THE SITE IS FULLY STABILIZED, AND PERMANENT VEGETATION IS ESTABLISHED, CONTACT ENGINEER AND FREDERICK COUNTY. ENGINEER WILL INSPECT AS-BUILT CONDITIONS FOR COMPLIANCE WITH DESIGN PRIOR TO SUBMITTING NOTICE OF TERMINATION TO VIRGINIA DEQ. 25. GIVEN THE SIZE OF THIS PROJECT IT IS EXPECTED THAT SOME AREAS WILL BE STARTED AND COMPLETED PRIOR TO OTHERS. THE ENTIRE SEQUENCE ABOVE SHALL BE FOLLOWED FOR EACH DRAINAGE AREA OR PHASE OF THE PROJECT. CUP #05-20 CONDITIONS: 1. ALL REVIEW AGENCY COMMENTS PROVIDED DURING THE REVIEW OF THIS APPLICATION SHALL BE COMPLIED WITH AT ALL TIMES. 2. AN ENGINEERED SITE PLAN, IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE VIII OF THE FREDERICK COUNTY ZONING ORDINANCE, SHALL BE SUBMITTED TO AND SUBJECT TO APPROVAL BY FREDERICK COUNTY PRIOR TO THE ESTABLISHMENT OF THE USE. THE SITE PLAN SHALL ADDRESS ADDITIONAL REGULATIONS FOR SPECIFIC USES OUTLINED IN §165-204.26 OF THE FREDERICK COUNTY ZONING ORDINANCE AND BE IN GENERAL CONFORMANCE WITH THE CONCEPT PLAN, INCLUDED WITH THE CUP APPLICATION, PREPARED BY GREENWAY ENGINEERING, DATED AUGUST 28, 2020. 3. BUFFERS AND SCREENING SHALL BE PROVIDED AROUND THE PERIMETER OF THE PROJECT IN GENERAL CONFORMANCE WITH QUANTITY OF THE PROPOSED PLANTINGS DEPICTED ON SHEETS 3 AND 4 OF THE CONCEPT PLAN, "LANDSCAPE BUFFER A, B, C, D, E & F ," INCLUDED WITH THE CUP APPLICATION, PREPARED BY GREENWAY ENGINEERING, DATED AUGUST 28, 2020. THE LANDSCAPE BUFFER PLANTINGS SHALL BE MAINTAINED IN GOOD HEALTH FOR THE LIFE OF THE PROJECT. LANDSCAPE PLANTINGS SHALL BE INSTALLED AT THE FIRST OPTIMAL GROWING SEASON FOLLOWING THE COMMENCEMENT OF CONSTRUCTION. 4. PRIOR TO SITE PLAN APPROVAL, THE OWNER SHALL ENTER INTO A WRITTEN AGREEMENT WITH FREDERICK COUNTY TO DECOMMISSION SOLAR ENERGY EQUIPMENT, FACILITIES, OR DEVICES PURSUANT TO THE TERMS AND CONDITIONS OF§ I 5.2-2241.2(B) OF THE CODE OF VIRGINIA. THE WRITTEN AGREEMENT SHALL BE UPDATED EVERY FIVE (5) YEARS AND IN GENERAL CONFORMANCE WITH THE EXHIBIT D: PRELIMINARY DECOMMISSIONING PLAN, INCLUDED WITH THE CUP APPLICATION, PREPARED BY TORCH CLEAN ENERGY, DATED MAY 2020. 5. BATTERIES, FOR THE PURPOSES OF MASS STORAGE OF ELECTRICITY THAT WILL EVENTUALLY BE TRANSFERRED TO THE GRID, ARE PROHIBITED AS PART OF THIS CUP. 6. THIS CONDITIONAL USE PERMIT SHALL NOT BE EFFECTIVE UNLESS AND UNTIL THE VACATIONS OF THE SPRINGDALE GLEN AND CARROLLTON ESTATES SUBDIVISIONS ARE APPROVED AND RECORDED. IN ADDITION, THE APPROVAL AND RECORDATION OF SUCH VACATIONS SHALL TAKE PLACE PRIOR TO THE APPROVAL OF ANY SITE PLAN FOR THE USE AUTHORIZED BY THIS CONDITIONAL USE PERMIT. 7. ACCESS TO THE SITE SHALL BE LIMITED TO TWO (2) ENTRANCES FROM SPRINGDALE ROAD AND ONE (I) ENTRANCE FROM PASSAGE ROAD, AND BE IN GENERAL CONFORMANCE WITH THE CONCEPT PLAN, INCLUDED WITH THE CUP APPLICATION, PREPARED BY GREENWAY ENGINEERING, DATED AUGUST 28, 2020. DELIVERY OF SOLAR ARRAY PANEL CONSTRUCTION MATERIALS WILL OCCUR AT THE SITE ACCESS ENTRANCE OFF OF PASSAGE ROAD IDENTIFIED AS DEER LANE ON SHEET 4 OF THE CONCEPT PLAN. SOLAR ARRAY PANEL MATERIALS DELIVERY LAYDOWN AREA WILL BE LIMITED TO TAX PARCEL 74-A-44A (CARBAUGH PROPERTY). 8. PILE-DRIVING OF POLES FOR SOLAR ARRAYS DURING CONSTRUCTION SHALL BE LIMITED TO 7:00 A.M. TO 5:00 P.M. MONDAY THROUGH FRIDAY. ALL OTHER CONSTRUCTION ACTIVITIES ARE PERMITTED 7:00 A.M. TO 7:00 P.M. MONDAY THROUGH FRIDAY AND 7:00 A.M. TO 5:00 P.M. ON SATURDAY. NO CONSTRUCTION ACTIVITIES ARE PERMITTED ON SUNDAYS. THE OWNER SHALL NOTIFY ALL RESIDENCES WITHIN 1,000-FEET OF THE PROJECT REGARDING THE COMMENCEMENT OF PILE-DRIVING ACTIVITIES FOURTEEN DAYS OR MORE PRIOR TO THE START OF SUCH ACTIVITIES. A COPY OF THE NOTIFICATION SHALL ALSO BE PROVIDED TO THE FREDERICK COUNTY DEPARTMENT OF PLANNING & DEVELOPMENT DURING THE SAME FOURTEEN DAY OR MORE PERIOD. 9. THE LOCATION OF INVERTERS SERVING THE SOLAR PROJECT SHALL BE AT LEAST 450-FEET FROM ALL ADJACENT RESIDENCIES. 10. SUBDIVISION, FOR RESIDENTIAL DEVELOPMENT, OF TAX PARCELS 74-A-3, 74-A-4, 74-A-6C, OR OF THE AREA CURRENTLY CONSTITUTING THE SPRINGDALE GLEN AND CARROLLTON ESTATES SUBDIVISIONS SHALL BE PROHIBITED DURING SUCH TIME AS SOLAR POWER GENERATING EQUIPMENT IS INSTALLED ON SAID PARCELS. 11. THE USE OF ARTIFICIAL HERBICIDES IS PROHIBITED FOR WEED ABATEMENT AND CONTROL MEASURES. 12. ANY EXPANSION OR MODIFICATION OF THIS LAND USE WILL REQUIRE THE APPROVAL OF A NEW CUP. CUP #11-21 CONDITIONS: 1. ALL REVIEW AGENCY COMMENTS PROVIDED DURING THE REVIEW OF THIS APPLICATION SHALL BE COMPLIED WITH AT ALL TIMES. 2. AN ENGINEERED SITE PLAN, IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE VIII OF THE FREDRICK COUNTY ZONING ORDINANCE, SHALL BE SUBMITTED TO AND SUBJECT TO APPROVAL BY FREDERICK COUNTY PRIOR TO THE ESTABLISHMENT OF THE USE. THE SITE PLAN SHALL ADDRESS ADDITIONAL REGULATIONS FOR SPECIFIC USES OUTLINED IN §165-204.26 OF THE FREDERICK COUNTY ZONING ORDINANCE AND BE IN GENERAL CONFORMANCE WITH THE PHASE II EXPANSION AREA CONCEPT PLAN, INCLUDED WITH THE CUP APPLICATION, PREPARED BY GREENWAY ENGINEERING, DATED OCTOBER 26, 2021. 3. PURSUANT TO CODE OF VIRGINIA F §15.2-2241.2(B), THE OWNER SHALL COMPLY WITH THE EXHIBIT D: EXPANSION AREA DECOMMISSIONING PLAN, INCLUDED WITH THE CUP APPLICATION, PREPARED BY TORCH CLEAN ENERGY, DATED SEPTEMBER 2021, AND SHALL UPDATE THE EXPANSION AREA DECOMMISSIONING PLAN EVERY FIVE (5) YEARS. 4. WITHIN THIRTY (30) DAYS AFTER THE COMMERCIAL OPERATION DATE, BARTONSVILLE ENERGY FACILITY II, LLC SHALL MAKE A ONE-TIME PAYMENT TO THE COUNTY IN THE AMOUNT OF SEVEN HUNDRED FIFTY THOUSAND DOLLARS ($750,000.00) (THE “PAYMENT”). THESE CONDITIONS SHALL BE MEMORIALIZED IN A SOLAR SITING AGREEMENT WITH FREDERICK COUNTY, ATTACHED AS SCHEDULE C-1 OF THESE CONDITIONS, PURSUANT TO CODE OF VIRGINIA SECTION 15.2-2316.6 ET SEQ. 5. BATTERIES, FOR THE PURPOSES OF MASS STORAGE OF ELECTRICITY THAT WILL EVENTUALLY BE TRANSFERRED TO THE GRID, ARE PROHIBITED AS PART OF THIS CUP. 6. ACCESS TO THE SITE SHALL BE LIMITED TO ONE (1) ENTRANCE FROM MARLBORO ROAD (ROUTE 631) VIA STRODE MCLEOD LANE TO BE USED FOR CONSTRUCTION AND GENERAL SITE ACCESS AND THE ENTRANCE CONFIGURATION SHALL BE IN GENERAL CONFORMANCE WITH THE PHASE II EXPANSION AREA CONCEPT PLAN, INCLUDED WITH THE CUP APPLICATION, PREPARED BY GREENWAY ENGINEERING, DATED OCTOBER 26, 2021. DELIVERY OF SOLAR ARRAY PANEL CONSTRUCTION MATERIALS WILL OCCUR AT THE SITE ACCESS ENTRANCE OFF OF MARLBORO ROAD USING STRODE MCLEOD LANE ON SHEET 3 OF THE CONCEPT PLAN. SOLAR ARRAY PANEL MATERIALS DELIVERY LAYDOWN AREA WILL BE RESTRICTED TO TAX PARCEL 74-A-18. 7. A PHASE 1 ARCHEOLOGICAL SURVEY WILL BE COMPLETED AND SUBMITTED TO THE DEPARTMENT OF PLANNING & DEVELOPMENT PRIOR TO SITE PLAN APPROVAL. THIS SURVEY SHOULD DOCUMENT THE COLLECTION OF HISTORIC STRUCTURES ON AND AROUND THIS DEVELOPMENT AND DETERMINE IF THIS AREA WOULD QUALIFY AS A RURAL HISTORIC DISTRICT. 8. PILE-DRIVING OF POLES FOR SOLAR ARRAYS DURING CONSTRUCTION SHALL BE LIMITED TO 8:00 A.M. TO 5:00 P.M. MONDAY THROUGH FRIDAY. ALL OTHER CONSTRUCTION ACTIVITIES ARE PERMITTED 7:00 A.M. TO 7:00 P.M. MONDAY THROUGH FRIDAY AND 7:00 A.M. TO 5:00 P.M. ON SATURDAY. NO CONSTRUCTION ACTIVITIES ARE PERMITTED ON SUNDAYS. THE APPLICANT SHALL PROVIDE AT LEAST TWO (2) WEEKS WRITTEN NOTICE TO ADJOINING PROPERTY OWNERS OF THE START OF ANY PILE-DRIVING ACTIVITIES. A COPY OF THE WRITTEN NOTICE SHALL ALSO BE PROVIDED TO THE DEPARTMENT OF PLANNING AND DEVELOPMENT. 9. ANY EXPANSION OR MODIFICATION OF THIS LAND USE WILL REQUIRE THE APPROVAL OF A NEW CUP. VDOT NOTES: 1. IF DETAILS ARE OVERLOOKED DURING VDOT PLAN REVIEW OR CONDITIONS IN THE FIELD EXIST SUCH THAT ADDITIONAL MEASURES ARE WARRANTED, SUCH MEASURES SHALL BE COMPLETED TO THE SATISFACTION OF THE DEPARTMENT. 2. MATERIALS USED AND METHODS OF CONSTRUCTION SHALL ADHERE TO THE CURRENT OBSERVED VDOT ROAD AND BRIDGE SPECIFICATIONS, ROAD AND BRIDGE STANDARDS, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, AND LAND USE PERMIT SPECIAL PROVISIONS. 3. A PRECONSTRUCTION CONFERENCE SHALL BE HELP BY THE ENGINEER OR DEVELOPER WITH ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES, AND VDOT PRIOR TO INITIATION OF WORK. 4. ALL DRAINAGE IN VDOT RIGHT OF WAY SHALL BE CARRIED WITHIN THE RIGHT OF WAY IN DITCH LINES OR GUTTERS TO A PIPE OR DRAINAGE EASEMENT. 5. ANY CONSTRUCTION RELATED CHANGES TO THE APPROVED PLAN MUST COME THROUGH THE DESIGN ENGINEER TO VDOT FOR APPROVAL. PLEASE ALLOW A MINIMUM OF 5 BUSINESS DAYS FOR VDOT REVIEW. 6. A LAND USE PERMIT SHALL BE OBTAINED BEFORE ANY WORK IS PERFORMED ON THE STATE'S RIGHT OF WAY. THE PERMIT IS ISSUED BY THE EDINBURG OFFICE AND MAY REQUIRE APPLICATION FEES, THE SALARY & EXPENSES OF A STATE ASSIGNED INSPECTOR, AND SURETY BOND COVERAGE. SITE PLAN #23-22 TOWN OF STEPHENS CITY LIMITS (DASHED) TOWN OF STEPHENS CITY LIMITS (DASHED) UGMV UGMVUGMV UGMV UGMV UGMV UGMVUGMV UGMV UGMV UGMVUGMV UGMV UGMV UGMVUGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMVUGMV UGMV UGMV UGMVUGMV UGMV UGMV UGMVUGMVUGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMVUGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMV UGMVUGMV UGMV 9.4'22.1'3.6'5.4'4.4'21.7'2.1'4.9'5.6'4.9'10.0'27.4'9.3'1.2'5.0'5.2'4.2'4.7'5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'TTTTTTRRTTT2.1 2.22.32.42.5 2.62.72.82.9 2.102.112.122.132.142.152.162.172.18EXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 750 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_XC C-2.0 EXISTING CONDITIONS ANDDEMOLITION PLAN LEGENDDEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. FLAGGING PERIMETER OF WETLANDS AND CONSERVED RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE PRIOR TO ANY LAND DISTURBANCE. B. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. C. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. D. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. F. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 2. NEITHER SUMMIT ENGINEERING NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. Know what's below.before you dig.Call R R & T PACKING CORPORATIONC/O FIRST TRUST DIVISIOND.B. 564 PG. 276TM #74-A-4ABOARD OF VIRGINIAD.B. 936 PG. 281 TM #74-A-4B S5°22'40"W 641.5S81°28'12"E 5 0 2 . 3 3 'N8°51'03"E 830.63'N5°16'38"E 1024.31'S5°21'31"W 1999.11'8' WIRE FENCEIRF 1/2" IRF 1/2"BASE LEANING NAIL FND IRF 1/2" IRF 1/2" IRF 1/2"BASE LEANING IRF 1/2" BASE LEANING IRF IRF IRFBASE LEANING RSQUARE PROPERTIES, LLC INST. #180004871TM #74-A-3A 70.83 AC.4' WIRE FENCER & T PACKING CORPORATIONC/O FIRST TRUST DIVISIOND.B. 564 PG. 276TM #74-A-4ARSQUARE PROPERTIES, LLCINST. #180004871 S5°21'31"W 1999.11'N8°41'46"E 706.00'S11°11'01"W 710.52'S82°00'08"E 3 2 3 . 0 6 ' N81°19'05"W 2 9 2 . 2 4 ' CORNER 0.4' WEST OF IRF WWWWWWWWWWWUTILITY VAULTTELECOMM. MARKER UTILITY VAULT TELECOMM. MARKER (2) WV'S FH, WV & (2) WM'S WV & WMUTILITY VAULTTELECOMM. MARKER UTILITY VAULT TELECOMM. MARKER (2) WV'S UTILITY VAULTTELECOMM. MARKERUTILITY VAULTTELECOMM. MARKER (2) WV'S PARCEL X WEST OAKS FARM MARKET LLCINST. #150007227TM #74-A-3 200.01 AC. PARCEL XWEST OAKS FARM MARKET LLCINST. #150007227TM #74-A-3 200.01 AC. PARCEL XI R & T PACKING CORPORATIONC/O FIRST TRUST DIVISION PARCEL XI R & T PACKING CORPORATIONC/O FIRST TRUST DIVISIOND.B. 543 PG. 543TM #74-A-4 289.89 AC. 4255 MIDDLE ROAD CORNER 0.4' WEST OF IRFOHEO H E O H EOHEOHE LD LD LD LDLDLDLDLDLDLDLD LD LDLDLDLDLDLDLD LD LDWWWWWW WWWWWWWWWWWWWWWWS9° 05' 21"W893.26'N83° 09' 55"W 676.78' EXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.1 EXISTING CONDITIONS ANDDEMOLITION PLANMATCHLINE - SEE SHEET C-2.3 MATCHLINE - SEE SHEET C-2.2100'SETBACK 100'SETBACKEXISTING TREELINE PROJECT AREA TREE CLEARING- NO GRUBBING/DESTUMPING OUTSIDE OF LOD PROPOSED LIMIT OF DISTURBANCE 30' PERMANENT FREDERICK WATER UTILITY EASEMENT (HATCHED) INST # 190003670 EXISTING 8" & 12" WATERLINES WITH FIBER OPTIC GENERALLY IN BETWEEN LONG CREEK FARM INC D.B. 485 PG. 435TM #62-A-40 250 AC.WA L L R EM A I N S S79°35'16" E 8 0 0 . 2 7 ' N75°26'45" E 3 7 6 . 5 4 'N3°52'17"E 172.46'N85°55'00"E 1809.89' S 2 8 ° 2 0 ' 0 9 " E 9 7 . 0 0 ' S 2 5 ° 5 7 ' 3 2 " E 5 6 8 . 6 9 'S21°04'10"W 2451.02'4' WIRE FENCE 4' WIRE FENCEIRF 1/2" BASE LEANING IRF 1/2"BASE LEANING IRF 1/2"CAPPED IRF 1/2" IRF IRF IRF TM #62-A-38 34.23 AC. NAIL FNDWOOD POST FREDERICK COUNTY SCHOOLBOARD OF VIRGINIA D.B. 936 PG. 281TM #74-A-4B LONG CREEK FARM INCD.B. 485 PG. 435 TM #62-A-40250 AC.4' WIRE FENCER & T PACKING CORPORATIONC/O FIRST TRUST DIVISIOND.B. 564 PG. 276TM #74-A-4AS11°11'01"W 710.52'S82°00'08"E 3 2 3 . 0 6 'S21°04'10"W 2451.02'8.0' 5.4'5.4' 8.0' 7.5'5.5' 7.5'5.5' IRS IRS PARCEL XIR & T PACKING CORPORATIONC/O FIRST TRUST DIVISION D.B. 543 PG. 543 TM #74-A-4 289.89 AC. 4255 MIDDLE ROAD PARCEL XIR & T PACKING CORPORATION C/O FIRST TRUST DIVISION D.B. 543 PG. 543TM #74-A-4 289.89 AC. 4255 MIDDLE ROAD LD LD LD LD LDLDLDLDLDLDLDLD LD LDLDLDLD LD LD LD LD LD LD LD LD L D LDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDS9° 10' 55"W686.53'N83° 09' 55"W 676.78' N79° 35' 16" W 111.29'S75° 26' 45 " W 433.08'S3° 52' 17"W224.10'S75° 26' 45 " W 433.08' EXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.2 EXISTING CONDITIONS ANDDEMOLITION PLANMATCHLINE - SEE SHEET C-2.4MATCHLINE - SEE SHEET C-2.1R450'INVER T E R BUFF E R 100'SETBACK 100'SETBACK100'SETB A C K PROJECT AREA EXISTING TREELINE TREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING OUTSIDE OF LOD) PROPOSED LIMIT OF DISTURBANCE TREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING OUTSIDE OF LOD). EXISTING STRUCTURE TO BE REMOVED TREE CLEARING- NO GRUBBING/DESTUMPING OUTSIDE OF LOD TREE CLEARING- NO GRUBBING/DESTUMPING OUTSIDE OF LOD TREE CLEARING- NO GRUBBING/DESTUMPING OUTSIDE OF LOD N9°27'51"W 928.76 'N5°48'13"W 1510.70'S22°17'47"W 2530.01'S63°14' 5 0 " W 2 1 1 0. 3 0' 322.51' 321.89' BARBE D WI R E F E N C E WALL R E M AI N S8' WIRE FENCE4' W I R E F E N C E4' WIRE FENCEFENCE POST FND IRF IRF IRFBASE LEANING IRF IRF RSQUARE PROPERTIES, LLC INST. #180004871TM #74-A-3A 70.83 AC. RSQUARE PROPERTIES, LLC INST. #180004871TM #74-A-3A 70.83 AC.S22°17'47"W 2530.01'N5°48'13"W 1510.70'WWWWWWWWWWWWWWWWWWWW(2) WV'S (2) WV'S UTILITY VAULT TELECOMM. MARKERSEE NOTE 9 UTILITY VAULTTELECOMM. MARKER UTILITY VAULT TELECOMM. MARKER UTILITY VAULT TELECOMM. MARKER UTI L I T Y V A U L T TEL E C O M M . M A R K E R MON WELL & WM(2) WV'S(2) WM'SP.O.B. WEST OAKSFARM MARKET LLC PARCEL X P.O. B . E L E A N O R K . B R I M PA R C E L X V I I P.O. B . S T E P H E N DU B O I S B R I M , E T A L S PARCEL XIR & T PACKINGCORPORATIONC/O FIRST TRUSTDIVISION D.B. 543 PG. 543 TM #74-A-4 289.89 AC. 200.01 AC. PARCEL XWEST OAKS FARM MARKET LLC INST. #150007227 TM #74-A-3 200.01 AC. PARCEL XIR & T PACKING CORPORATION C/O FIRST TRUST DIVISION D.B. 543 PG. 543TM #74-A-4 289.89 AC. 4255 MIDDLE ROAD PARCEL XIR & T PACKING CORPORATIONC/O FIRST TRUST DIVISION D.B. 543 PG. 543 TM #74-A-4 289.89 AC. 4255 MIDDLE ROAD X X X LDLDLDLD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LDLDLDLD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LDLDLDLD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LDLDLDLDLD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLD LDWWWWWW WWWWWWWWWWWWWWWWWWEXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.3 EXISTING CONDITIONS AND DEMOLITION PLANMATCHLINE - SEE SHEET C-2.5 MATCHLINE - SEE SHEET C-2.4MATCHLINE - SEE SHEET C-2.1 MATCHLINE - SEE SHEET C-2.6100'SETBACK100' SETBACK EXISTING TREELINE EXISTING WATERLINE TREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING TO OCCUR OUTSIDE OF LOD) PROPOSED LIMIT OF DISTURBANCE TREES & VEGETATION TO BE REMOVED (NO GRUBBING/.DESTUMPING OUTSIDE OF LOD) TREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING TO OCCUR OUTSIDE LOD) PROPOSED LIMIT OF DISTURBANCE AREA TO REMAIN UNDISTURBED AREA TO REMAIN UNDISTURBED AREA TO REMAIN UNDISTURBED TREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING) OUTSIDE OF LOD TREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING TO OCCUR OUTSIDE LOD) EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING WALLS TO BE REMOVED 30' PERMANENT FREDERICK WATER UTILITY EASEMENT (HATCHED) INST # 190003670 CLEARING LIMITS NO GRUBBING/DESTUMPING TO OCCUR OUTSIDE LOD PROPOSED LIMIT OF DISTURBANCE EXISTING 8" & 12" WATERLINES WITH FIBER OPTIC GENERALLY IN BETWEEN 30' PERMANENT FREDERICK WATER UTILITY EASEMENT (HATCHED) INST # 190003670 EXISTING 8" & 12" WATERLINES WITH FIBER OPTIC GENERALLY IN BETWEEN LONG CREEK FARM INCC/O C MESSICK D.B. 485 PG. 346TM #74-A-66 110 AC.S21°04'10"W 2451.02'S64°57' 3 7 " W 2 0 0 9. 5 5' S 2 8 ° 1 5 ' 1 3 " E 1 1 8 2 . 0 6 ' 770.28' 5 6 2 . 2 4 ' WALL REMAIN S 4' WIR E F E N C E WALL R E M AI N S IRF STONE WALL STONE WALL IRF IRF LONG CREEK FARM INC C/O C MESSICKD.B. 485 PG. 346 TM #74-A-520 AC. LONG C R E E K F A R M I N C C/O C M E S SI C K D.B. 48 5 P G. 3 4 6 TM #74- A- 6 6 110 AC. S64°57' 3 7 " W 2 0 0 9. 5 5' PARCEL XVIBRIM STEPHEN DINST. #100003803 TM #74-7-1-1 THRU 6 CKING CORPORATION ST TRUST DIVISION PACKING CORPORATIONFIRST TRUST DIVISION D.B. 543 PG. 543 CORNER 0.1' EAST OF IRF X X X X LDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLD LDLD LD LDLDLDLDLDLDEXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.4 EXISTING CONDITIONS AND DEMOLITION PLANMATCHLINE - SEE SHEET C-2.6 MATCHLINE - SEE SHEET C-2.2 MATCHLINE - SEE SHEET C-2.3100'SETBACK100'SETB A C K EXISTING TREELINE EXISTING WETLAND PROJECT AREA TREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING OUTSIDE LOD) PROPOSED LIMIT OF DISTURBANCE EXISTING FENCE TO BE REMOVED EXISTING WALLS TO BE REMOVED TREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING OUTSIDE LOD TREE CLEARING- NO GRUBBING/DESTUMPING OUTSIDE OF LOD TREE CLEARING- NO GRUBBING/DESTUMPING OUTSIDE OF LOD TREE CLEARING- NO GRUBBING/DESTUMPING OUTSIDE OF LOD EXISTING WETLAND BHS LCINST. #180000543 TM #73-A-88 BHS LCINST.#180000543 TM#73-A-88 PARCEL XVBRIM, STEPHEN DUBOIS, ET ALS INST #060007451 CARROLLTON ESTATES TM #74-5-1 THRU TM #74-5-52 total area N69° 1 5 ' 5 8 " W 8 9 0 . 9 6 'N19°51'49"E 424.50'N18°13'33"E 1271.99'N80°27'01"E 3 5 8 . 2 3 ' S67° 4 7 ' 5 9 " E 1 4 2 8 . 8 0 ' S65 ° 0 8 ' 1 3 " E 7 4 7 . 6 0 ' 594. 3 9 ' N65 ° 0 8 ' 4 4 " W 7 7 4 . 0 0 ' 27.68' SIMPSON, JOHN I. D.B. 948 PG. 1589TM #73-12-16 WAL L 4' W I R E F E N C E 4' WIRE FENCE4' WI R E F E N C E SPRINGDALE ROA ROUTE 649 - 50' R/W FENCE POST FNDIRF 1/2" FENCE POST FND IRF IRF CAPPED GREENWAY ENG. IRF CAPPED GREENWAY ENG. IRF CAPPED GREENWAY ENG. FENCE POST FND FENCE POST FND FENCE POST FND IRF CAPPEDGREENWAY ENG. IRF CAPPED GREENWAY ENG. IRF IRF IRF PARCEL XVIIBRIM, ELEANOR K. INST #040023461 TM #74-A-6C 3.79 AC.4' WIRE FENCE BHS LCINST.#180000543 TM#73-A-88 SIMPSON, JOHN I. D.B. 948 PG. 1589 TM #73-12-16 PARCEL XVBRIM, STEPHEN DUBOIS, ET ALS INST #060007451 CARROLLTON ESTATES TM #74-5-1 THRU TM #74-5-52 307.93 AC. PARCEL XVBRIM, STEPHEN DUBOIS, ET ALS INST #060007451 CARROLLTON ESTATES TM #74-5-1 THRU TM #74-5-52 total area N18°13'33"E 1271.99'W UTI L I T Y V A U L T TEL E C O M M . M A R K E R (2) WM'SFH & W V P.O. B . R & T P A C K I N G CO R P O R A T I O N PA R C E L X I P.O. B . E L E A N O R K . B R I M PA R C E L X V I I P.O. B . S T E P H E N DU B O I S B R I M , E T A L S PA R C E L X V N8°09'28"W 797.07 ' IRS IRS IRS XLD LD LD LDLDLDLDLDLDLD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDEXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.5 EXISTING CONDITIONS ANDDEMOLITION PLANMATCHLINE - SEE SHEET C-2.7 MATCHLINE - SEE SHEET C-2.6MATCHLINE - SEE SHEET C-2.3 200'SETBA C K 200'SETBACKPROJECT AREA EXISTING TREELINE 100'SETBACKTREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING OUTSIDE OF LOD) PROPOSED LIMIT OF DISTURBANCE EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED TREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING OUTSIDE OF LOD) EXISTING FENCE TO BE REMOVED TREE CLEARING- NO GRUBBING/DESTUMPING OUTSIDE OF LOD 30' PERMANENT FREDERICK WATER UTILITY EASEMENT (HATCHED) INST # 190003670 EXISTING 8" & 12" WATERLINES WITH FIBER OPTIC GENERALLY IN BETWEEN LONG CREEK FARM INC C/O C MESSICKD.B. 485 PG. 346 TM #74-A-65249.83 AC. 5' 1 3 " E 1 1 8 2 . 0 6 ' S64°35' 0 9 " W 1 9 2 2. 1 6' S77°48'14 " E 5 8 8 . 1 8 ' S78°40'49" E 3 9 6 . 3 3 ' S65 ° 0 8 ' 1 3 " E 7 4 7 . 6 0 ' S 3 8 ° 1 9 ' 0 6 " E 4 5 7 . 1 9 ' S 3 7 ° 1 0 ' 4 0 " E 4 9 1 . 9 6 'S7°01'10"W 483.50'N 3 7 ° 1 0 ' 3 3 " W 4 9 2 . 4 4 ' 179. 6 1 ' N 3 8 ° 1 8 ' 5 9 " W 4 5 7 . 6 9 ' 321.89' 254.86' 440.76' 382.24' 216.54' 223.39' 200.00' 899.99' 6 1 9 . 8 2 ' 2 4 9 . 0 1 ' 1 5 1 . 1 8 ' 2 0 4 . 0 9 ' 1 9 5 . 0 1 ' 4 ' W I R E F E N C E 4' WIR E F E N C E FENCE G A T E 4' W W F E N C E WIRE F E N C E BARBE D WI R E F E N C E 4' W I R E F E N C E 4' WIRE F E N C E SPRINGDALE ROAD ROUTE 649 - 50' R/W IRF BARB WIRE REMAINS IN TREE IRF IRF 1/2" CAPPED IRF 1/2" CAPPED IRF 1/2" CAPPED IRF IRF IRF IRF KMW RENTALS LLCINST. #170004042 TM#74-A-65B5.00 AC. LONG CREEK FARM INCC/O C MESSICK D.B. 485 PG. 346TM #74-A-65 249.83 AC.SPRINGDALE RDROUTE 649SPRINGD A L E R D ROUTE 6 4 950' R/WD.B. 712 PG. 226 PARCEL XV BRIM, STEPHEN DUBOIS, ET ALS INST #060007451 CARROLLTON ESTATES TM #74-5-1 THRU TM #74-5-52 total area S P R I N G D A L E R O A D R O U T E 6 4 9 - 5 0 ' R / W S64°35' 0 9 " W 1 9 2 2. 1 6' CORNER 22.4' SW OF GATE POST WATER M O N . W E L L FH & WVWWW W W WWWWWWWWWWW W W WWWWWWWWWWWWWWWWW W W W UTI L I T Y V A U L T TEL E C O M M . M A R K E R U T I L I T Y V A U L T T E L E C O M M . M A R K E R UTILITY VAULTTELECOMM. MARKER UTILITY VAULT TELECOMM. MARKER UTILITY VAULT TELECOMM. MARKER UTILITY V A U L T TELECO M M . M A R K E R SEE NOT E 9 UTILITY V A U L T TELECO M M . M A R K E R(2) WM'S(2) WM' S (2) WM'S (2) WV'S (2) WM'S (2) WV'S P.O.B. JUDITH B. CATES PARCEL XVI P.O. B . R & T P A C K I N G CO R P O R A T I O N PA R C E L X I P. O . B . S T E P H E N D . B R IM P A R C E L X V I (2) WV' S 4 0 7 . 2 9 ' 4 9 . 9 0 ' 7. 5 0 ' 50.00' IRF IRF IRF IRF IRF IRF IRS IRF IRSIRS IRF IRS PARCEL XVICATES JUDITH B INST. #100003803 TM #74-7-2-7 THRU 1225.24 AC. OR 1,099,664 S.F. PARCEL XVI BRIM STEPHEN DINST. #100003803TM #74-7-1-1 THRU 626.54 AC. OR 1,156,123 S.F. TM #74-A-4 289.89 AC. PARCEL XVICATES JUDITH BINST. #100003803 TM #74-7-2-7 THRU 12 25.24 AC. OR 1,099,664 S.F. 8d & 8 9. E X 1 5' I N G R E S S- E G R E S S E S M T INST #1 0 0 0 0 3 8 0 3 CORNER 22.4' SW OF GATE POST X X X X LD LDLD LD L D LDL D L D LDL D LD L D L D LDLDLDLDLDLDLDLD LD LD LDLDLDLDLDLDLDLDLDLD LD LD LDLDLDLDL D LDLDLDLDLD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDWWW WW WWWWWWWWWWW W W W EXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.6 EXISTING CONDITIONS ANDDEMOLITION PLANMATCHLINE - SEE SHEET C-2.8 MATCHLINE - SEE SHEET C-2.3 MATCHLINE - SEE SHEET C-2.5MATCHLINE - SEE SHEET C-2.4 PROJECT AREA 100' SETBACK100'SETBACK100'SETBACKEXISTING TREELINE 100' SETBA C K PROPOSED LIMIT OF DISTURBANCE AREA TO REMAIN UNDISTURBED EXISTING FENCE TO BE REMOVED PROPOSED LIMIT OF DISTURBANCE EXISTING WATERLINE EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED TREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING OUTSIDE LOD) EXISTING WETLAND TREE CLEARING- NO GRUBBING/DESTUMPING OUTSIDE OF LOD 30' PERMANENT FREDERICK WATER UTILITY EASEMENT (HATCHED) INST # 190003670 EXISTING 8" & 12" WATERLINES WITH FIBER OPTIC GENERALLY IN BETWEEN LUCINDA T O N E Y E T A L , T R INST. #180 0 0 9 9 7 2 TM #74-A- 9 K HLAVINKA D A V I D D AND PATRI C I A E INST. #010 0 1 7 4 4 4 TM #73-12- 2 3 KIM S U E C O R P O R A T I O N KIM H. B . INST. # N O T O N F I L E TM #7 3 - 1 2 - 1 5 N77°42'4 7 " W 2 1 8 9 . 5 0 'N20°58'07"E 973.08'N 4 1 ° 0 3 ' 5 8 " W 7 5 0 . 9 0 ' BRADY, MICHAEL AND CARRIE INST. #190003879TM #74-A-9 D.B. 948 PG. 1589 TM #73-12-16 4' WIRE FENCEWALLW A L L 4' BW FE N C E 4' B W F E N C E 4' FENCE REMNAN T S IRF CAPPEDGREENWAY ENG. IRF CAPPEDGREENWAY ENG. FENCE POST FND SIMPSON, JOHN I. D.B. 948 PG. 1589TM #73-12-16 BRADY, MICHAEL AND CARRIE INST. #190003879TM #74-A-9 PARCEL XVBRIM, STEPHEN DUBOIS, ET ALS INST #060007451 CARROLLTON ESTATES TM #74-5-1 THRU TM #74-5-52 total area N77°42'4 7 " W 2 1 8 9 . 5 0 ' 11.8'7.1' 7.1'11.8' 41. 1 '51.1'41. 1 '51.1'41.6'41.6'21.9' 21.9'66.4'34.2'66.4'23.9' 7.7'18.4' 18.4'2.6' 36.9'17.5'37.4' 32.9'17.0'18.8' 14.7' 19.2' 17.9' 1.8' IRS LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDEXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.7 EXISTING CONDITIONS ANDDEMOLITION PLANMATCHLINE - SEE SHEET C-2.9 MATCHLINE - SEE SHEET C-2.8MATCHLINE - SEE SHEET C-2.5 R450'INVERTERBUFFER100'SETBACK100'SETB A C K EXISTING TREELINE PROJECT AREA TREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING OUTSIDE LOD) PROPOSED LIMIT OF DISTURBANCE TREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING OUTSIDE LOD) TREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING OUTSIDE LOD) EXISTING BUILDINGS TO BE REMOVED EXISTING BUILDINGS TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING POWER POLE TO BE REMOVED EXISTING POWER POLE TO BE REMOVED EXISTING POWER POLE TO BE REMOVED EXISTING POWER POLE TO BE REMOVED EXISTING FENCE TO BE REMOVED TREE CLEARING- NO GRUBBING/DESTUMPING OUTSIDE OF LOD TREE CLEARING- NO GRUBBING/DESTUMPING OUTSIDE OF LOD S77°48'14 " E 5 8 8 . 1 8 ' S78°40'49" E 3 9 6 . 3 3 'S18°48'02"W 1257.82'S69° 5 4 ' 2 0 " E 9 2 4 . 8 5 'S18°51'21"W 413.72'S71°1 2 ' 2 8 " E 1 1 5 6 . 6 6 ' N65 ° 2 7 ' 4 8 " W 1 3 8 6 . 8 9 ' LONG CREEK FARM INCC/O C MESSICK 4' WIRE F E N C E FEN C E 50' R/WD.B. 712 P G . 2 2 6 IRF 1/2" CAPPED IRF 1/2" CAPPED IRF 1/2" CAPPED IRF 1/2" BASE LEANING MESSICK, CARROLL L., ET AL, TRINST. #170008261 TM #74-A-65A 24.97 AC. SPRINGD A L E R D ROUTE 6 4 9 LONG CREEK FARM INC C/O C MESSICKD.B. 568 PG. 109 TM #74-A-47 PARCEL XV BRIM, STEPHEN DUBOIS, ET ALS INST #060007451 CARROLLTON ESTATES TM #74-5-1 THRU TM #74-5-52 total area S71°1 2 ' 2 8 " E 1 1 5 6 . 6 6 ' FENCEPOST FND FENCE POST FND W W W W W W W W W W W W UTILITY V A U L T TELECO M M . M A R K E R (2) WV'S S19°03'09"W 1102.27'IRF IRF IRS IN FENCE N19°03'09"E 1099.62'PARCEL XIXSTAPLES, ROBERT R.W.B. 112 PG. 111TM #74-A-45 96.95 AC. PARCEL XIXSTAPLES, ROBERT R.W.B. 112 PG. 111TM #74-A-45 96.95 AC.XXXLD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLD LDLDLDLDLD LDLD LD LD LD LD LD LD LD LDLDLDLD LD LD LDLDLDLDLDLDLDW W W W W W EXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.8 EXISTING CONDITIONS ANDDEMOLOITION PLANMATCHLINE - SEE SHEET C-2.9 MATCHLINE - SEE SHEET C-2.6 MATCHLINE - SEE SHEET C-2.7R450'INVERTERBUFFER100'SETB A C K 100'SETBACKEXISTING TREELINE PROJECT AREA PROPOSED LIMIT OF DISTURBANCE EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING POWER POLE TO BE REMOVED TREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING OUTSIDE LOD) TREES & VEGETATION TO BE REMOVED (NO GRUBBING/DESTUMPING OUTSIDE LOD) GOR D O N J U L I E A H AND J A S O N L INST. # 1 8 0 0 1 0 0 3 2 TM #7 4 - A - 4 3 HEAT H C H A R L E S E AND L I N D A G INST. # 1 6 0 0 0 6 2 6 0 TM #7 4 - A - 4 3 B SNED D O N K E V I N AND S O N J A INST. # 1 6 0 0 0 8 3 2 6 TM #7 4 - A - 4 3 C OHP OHP OHP OHP OHP OHP N18°10'31"E 487.82'N70° 0 6 ' 2 2 " W 1 6 2 0 . 8 3 'N19°58'57"E 996.93'IRFLG NAILFND IRF CAPPED GREENWAY ENG. IRF 1/2" IRF 1/2" OLD POSTFND AXLE FND BRADY, MICHAEL AND CARRIE INST. #190003879TM #74-A-9 GOR D O N J U L I E A H AND J A S O N L INST. # 1 8 0 0 1 0 0 3 2 TM #7 4 - A - 4 3 N65 ° 2 7 ' 4 8 " W 1 3 8 6 . 8 9 ' S70° 0 6 ' 2 2 " E 1 6 2 0 . 8 3 ' 39.3' 40.8'64.7'65.8'39.8' 39.8'18.4'18.4'40.4'20.2' 20.8'19.6'30.3' 11.9'8.9'11.5'9.0' 25.7' 21.2' 21.2' 25.7' 7.2'7.8' 7.2' 7.8' 10.1' STAPLES, ROBERT R.W.B. 112 PG. 111 PARCEL XIXSTAPLES, ROBERT R.W.B. 112 PG. 111TM #74-A-45 96.95 AC.XLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDEXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.9 EXISTING CONDITIONS ANDDEMOLITION PLANMATCHLINE - SEE SHEET C-2.10MATCHLINE - SEE SHEET C-2.9 PROJECT AREA PROPOSED LIMIT OF DISTURBANCE TREES & VEGETATION TO BE REMOVED STAND OF TREES & VEGETATION TO BE PRESERVED TREE CLEARING- NO GRUBBING/DESTUMPING OUTSIDE OF LOD LONG CREEK FARM INC C/O C MESSICK D.B. 568 PG. 109TM #74-A-47A FREDERICK COUNTY SANITARY AUTHORITYINST. #190005622 TM #74A02-A-50B O H P O H P O H P O H P O H P O H P O H P OHP OHP OHP OHP OHP OHP S71°1 2 ' 2 8 " E 1 1 5 6 . 6 6 'S55 ° 42 ' 34 "E 13 91 . 53 'S35°19'56"W 494.33'S34°33'17"W 281.73'S35°45'42"W126.38'N71°0 6 ' 5 8 " W 5 8 FREDERICK COUNTY SANITARY AUTHORITY FREDERICK COUNTY SANITARY AUTHORITY INST. #190005622TM #74A01-1-A1 LONG CREEK FARM INC C/O C MESSICKD.B. 568 PG. 109 TM #74-A-47 PASSAGE RDROUTE 648(30' PRESCRIPTIVE R/W)IRF 1/2" IRF CAPPEDGREENWAY ENG. IRF 1/2" IRF 1/2" IRF CAPPED GREENWAY ENG. IRF CAPPED GREENWAY ENG. CORNER 2.1' NW OF FENCE POST S18°46'11"W 818.36'S19°23'36"W 879.82'N69° 5 0 ' 5 4 " W 8 6 5 . 9 7 ' N59°47'48"W 61.93' S56°02'52"E41.71' S70°33'23"E61.83'S16°56'37"W 471.98'36.00' 84. 6 '44.7'RADIUS 12.4' T TELE. PED.SEE NOTE 9 TELECOMM. MARKER POSTSEE NOTE 9 FH & WVPASSAGE RDROUTE 648(30' PRESCRIPTIVE R/W)PASSAGE RDROUTE 648(30' PRESCRIPTIVE R/W)P.O. B . C A R B A U G H PAR C E L X I V TM # 7 4 - A - 4 4 & 7 4 - - A - 4 4 AN19°23'36"E 843.82'FENCE POST PARCEL XIVLOUIS C. CARBAUGH, ET ALS INST. #080003967 TM #74-A-44 9.81 AC. 5145 PASSAGE ROAD PARCEL XIX STAPLES, ROBERT R.W.B. 112 PG. 111TM #74-A-45 96.95 AC. PARCEL XIV LOUIS C. CARBAUGH, ET ALS INST. #190013725TM #74-A-44A 40.01 AC. PARCEL XIVLOUIS C. CARBAUGH, ET ALSINST. #190013725 TM #74-A-44A 40.01 AC. PARCEL XIXSTAPLES, ROBERT R. W.B. 112 PG. 111 TM #74-A-45 96.95 AC. CORNER 2.1' NW OF FENCE POST T T T T LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD L D LDLD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDEXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.10 EXISTING CONDITIONS ANDDEMOLITION PLANMATCHLINE - SEE SHEET C-2.8 MATCHLINE - SEE SHEET C-2.9INVERTER SETBACK 100'SETBACK100'SETBACKEXISTING TREELINE PROJECT AREA TREES & VEGETATION TO BE REMOVED (NO GRUBBING OR DESTUMPING OUTSIDE OF LOD PROPOSED LIMIT OF DISTURBANCE TREES & VEGETATION TO BE REMOVED (NO GRUBBING OR DESTUMPING OUTSIDE LOD) EXISTING OVERHEAD POWER & POLES TO BE REMOVED PARCEL IIITRACT 1BHS LC. INST. #11078 TM #73-A-104 103.86 AC. 1213 MARLBORO ROAD OHPOHPOHPOHPOHPOHPOHPOHP TM #84-A-48 ROY E. MCDONALD, TRINST. #100005662 TM #73-A-103 ZACHARY A. LAYMANINST. #210010711 N6 2 ° 5 7 ' 5 6 " W 1 5 7 8 . 9 3 ' N6 2 ° 5 7 ' 5 6 " W 1 5 7 8 . 9 3 'N14°29'41"E 1081.16'N83°45'48"W 751. 7 7 ' N2°23'13"W78.78'N23°55'10"E112.06'S5°42'36"W 485.25'S6 2 ° 2 2 ' 0 0 " E 1 6 0 1 . 4 9 ' S6 2 ° 2 2 ' 0 0 " E 1 6 0 1 . 4 9 'N32°21'45"E 1174.04'IPF 1" IRF 1/2" IPF 3/4" IRF 5/8" IRF 5/8" PLANTEDSTONE PARCEL III TRACT 1BHS LC.INST.#11078TM #73-A-104 103.86 AC. 1213 MARLBORO ROAD PARCEL IIITRACT 1BHS LC. INST.#11078 TM #73-A-104 103.86 AC. 1213 MARLBORO ROAD ZONE X ZONE X ZONE X ZONE X LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LDLDLDLD LD LD LD LDLDEXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.11 EXISTING CONDITIONS AND DEMOLITION PLANMATCHLINE - SEE SHEET C-2.14 MATCHLINE - SEE SHEET C-2.12MATCHLINE - SEE SHEET C-2.15200'SETBACK100'SETBACK200'SETBAC K EXISTING TREELINE PROJECT AREA50'SETBACKTREES & VEGETATION TO BE REMOVED (NO GRUBBING OR DESTUMPING OUTSIDE LOD) PROPOSED LIMIT OF DISTURBANCE AREA TO REMAIN UNDISTURBED PROJECT AREA OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP PARCEL IIITRACT 2BHS LC.INST.#11078TM #74-A-18 109.17 AC. 820 MARLBORO ROAD TM #74-A-13XIT, INC. INST. #040019350 TM #74-4-2-20 XIT, INC.INST. #090001540 TM #74-4-2-20 XIT, INC.INST. #090001540 S6 2 ° 2 2 ' 0 0 " E 1 6 0 1 . 4 9 'N33°00'05"E 458.74'N32°06'11"E 710.39'N32°06'11"E 395.16'N9°00'50"E 977.14'N28°15'17"E 208.13'N 5 7 ° 4 9 ' 2 8 "W 1 9 9 9 . 0 2 ' S6 3 ° 1 1 ' 5 6 " E 1 7 6 . 9 1 'N32°42'23"E 210.43'N6 3 ° 3 4 ' 1 0 " W 1 9 3 . 2 8 ' N 5 7 ° 4 9 ' 2 8 "W 1 9 9 9 . 0 2 'N32°21'55"E 472.20'IRF 1/2" IRF 1/2" IRF 5/8" IRF 1/2" IRF 5/8" IRF 5/8" IRF 5/8" PARCEL III TRACT 2PARCEL III PARCEL IIITRACT 1 BHS LC. #11078TM #73-A-104 103.86 AC. 1213 MARLBORO ROAD PARCEL IIITRACT 2BHS LC. INST.#11078 TM #74-A-18 109.17 AC. 820 MARLBORO ROAD PARCEL IIITRACT 2 BHS LC. INST. #11078TM #74-A-18 109.17 AC. 820 MARLBORO ROAD ZONE X ZONE X ZONE X ZONE X LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDN21° 12' 34"E1362.34'N13° 26' 34"E84.44'S77° 33' 1 2 " E 186.43'N17° 20' 55"E126.63'N22° 47' 20"E406.02'N90° 00' 00"E 37.40' S57° 41' 44"E 79.74' S 4 5 ° 4 1 ' 3 4 " E 14 8 . 8 4 'N22° 51' 51"E465.48'S67° 0 8 ' 0 9 " E 437.6 7 'N24° 04' 40"E550.60'EXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.12 EXISTING CONDITIONS ANDDEMOLITION PLANMATCHLINE - SEE SHEET C-2.15 MATCHLINE - SEE SHEET C-2.13MATCHLINE - SEE SHEET C-2.11PROJECT AREA EXISTING TREELINE 100 'SE T B A C K 100 'SE T B A C K TREES & VEGETATION TO BE REMOVED (NO GRUBBING OR DESTUMPING OUTSIDE LOD) PROPOSED LIMIT OF DISTURBANCE AREA TO REMAIN UNDISTURBED TREES & VEGETATION TO BE REMOVED (NO GRUBBING OR DESTUMPING OUTSIDE LOD) PROPOSED LIMIT OF DISTURBANCE EXISTING BUILDING TO BE REMOVED TREE CLEARING- NO GRUBBING/DESTUMPING OUTSIDE OF LOD TREE CLEARING- NO GRUBBING/DESTUMPING OUTSIDE OF LOD TM # 7 4 - A - 3 5 DIS Q U E , D A L E W . INS T . # 1 9 0 0 1 2 2 0 7 TM #74-A-35CDAVID E. & DEBRA SUE WOOD INST. #200006793TM #74-A-35DHEATHER K. CAMMERINST #200012639WRIGHT RENOVATIONS INC INST. #190011711TM #74-A-35EWRIGHT RENOVATIONS INC INST. #190011711TM #74-A-35FWRIGHT RENOVATIONS INCINST. #190011711TM #74-A-35GS 2 7 ° 4 9 ' 3 5 " E 3 3 8 . 2 1 'S19°18'59"W 1172.76'S19°18'59"W 853.02'N18°41'11"E 1084.80'S84°22'11"E 1411.9 4 ' N84°22'11"W 1230.2 1 'S52°46'33"E163.46'S41°59'30"W 370.32' S48°45' 0 2 " W 2 0 0. 3 3' S47°24'2 9 " W 1 7 4 . 6 1' MARLBORO RD ROUTE 631(30' PRESCRIPTIVE R / W )MARLBORO RD IRF1/2" IRF 1/2" IRF 1/2" IRF 1/2" IRF 1/2" IRF 1/2" IRF 1/2" IRF 1/2" IRF DECAYED POST IRF IRF PLANTED STONE PLANTEDSTONE IRF IRF CAPPED BASE LEANING TOWN OF STEPHENS CITY, VIRGINIAINST. #200008944 TM #74A01-A-9D TM #7 4 - A - 3 7 MILLE R , L E V I G D.B. 5 9 4 , P G . 7 7 ZONE A ZONE A ZONE A ZONE A ZONE A ZONE A ZONE A ZONE A ZONE A ZONE A ZONE A STRIP PRESUMABLY OWNED BYCOMMONWEALTH OF VA. CORNER 20.1' NE OF IRF TTELE. PED. VDOT MONBRASS CAP SSA G E R D RO U T E 6 4 8 VA R . W I D T H R / W ) PARCEL VIII STAPLES CHARLES WILLIAMDB. 844 PG. 1067TM #74-A-20 162.00 AC. 557 MARLBORO ROAD PARCEL IXWRIGHT RENOVATIONS INCINST. #190001950TM #74-A-213.52 AC.OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OH P OH P OH P OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OH P OH P OH P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPTM #7 4 - A - 4 0 A MING O W A L K E R L L C INST. # 2 1 0 0 1 4 5 7 7 TM #7 4 - A - 3 8 TIMOT H Y & S T A C Y WRYEINST. # 2 1 0 0 0 2 5 4 3 TM #74-A-35AAPR MINI STORAGE INST. #050017541 S17°53'51"W 479.84'S73°28 ' 2 0 " E 9 3 1 . 1 6 '494.29'590.52'C6 C7 1°44'41"W 317.58'N19°20'57"E 1080.79'N19°20'57"E 1080.79'S24°57'05"E33.00' IRF 1/2" PARCEL III TRACT 2BHS LC.INST.#11078TM #74-A-18 109.17 AC. 820 MARLBORO ROAD PARCEL IIITRACT 2BHS LC.INST. #11078 TM #74-A-18 109.17 AC. 820 MARLBORO ROAD ZONE X ZONE X ZONE X ZONE X ZONE X ZONE X ZONE X IRF CORNER 20.1' NE OF IRF SHEN-VAL LIME CORP.D.B. 748 PG. 1499 TM #74A01-A-9 XXXXLDLDLDLD LD L D LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LDLDLDLDLDLDLDLDAPPROX. TOWN OFSTEPHENS CITY LIMITS INST #060003123INST #060005512 N39° 05' 58"E746.20'S64° 1 6 ' 3 9 " E 786. 7 9 ' S 4 0 ° 1 7 ' 4 0 " E 4 2 0 . 5 5 ' S64° 1 6 ' 3 9 " E 786. 7 9 'N39° 05' 58"E746.20'EXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.13 EXISTING CONDITIONS ANDDEMOLITION PLANMATCHLINE - SEE SHEET C-2.16MATCHLINE - SEE SHEET C-2.1210 0 ' SE T B A C K100'SETBACKPROJECT AREA EXISTING TREELINE TREES & VEGETATION TO BE REMOVED (NO GRUBBING OR DESTUMPING OUTSIDE LOD) PROPOSED LIMIT OF DISTURBANCE EXISTING FENCE TO BE REMOVED PROPOSED SUBSTATION AREA 1213 MARLBORO ROAD TM #85-A-2WAYNE D. & SHERRY E. MCDONALDD.B. 517, PG. 496 TM #85-A-2 WAYNE D. & SHERRY E.MCDONALD D.B. 517, PG. 496 TM #84-A-48 ROY E. MCDONALD, TRINST. #100005662 N6 0 ° 1 5 ' 0 1 " W 1 1 0 7 . 5 2 'N27°06'31"E 1227.64'N32°21'45"ES6 2 ° 3 8 ' 4 4 " E 139 . 8 9 ' IRF 5/8" IRF 1/2" CORNERPOST IRF 1/2" N6 0 ° 1 5 ' 0 1 " W 1 1 0 7 . 5 2 ' ZONE X LDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LDLDLDLDLD LD LDEXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.14 EXISTING CONDITIONS ANDDEMOLITION PLANMATCHLINE - SEE SHEET C-2.15MATCHLINE - SEE SHEET C-2.11 MATCHLINE - SEE SHEET C-2.17PROJECT AREA 200'SETBACKEXISTING TREELINE PROPOSED LIMIT OF DISTURBANCE TREE CLEARING- NO GRUBBING/DESTUMPING OUTSIDE OF LOD PARCEL VIIISTAPLES CHARLES WILLIAMDB. 844 PG. 1067 TM #74-A-20 162.00 AC. 557 MARLBORO ROAD PARCEL IIITRACT 2 BHS LC. INST.#11078TM #73-A-18A 80.00 AC. ADDRESS NOT ON FILE PARCEL III TRACT 2BHS LC.INST.#11078TM #73-A-18B 58.39 AC. ADDRESS NOT ON FILE S6 2 ° 3 8 ' 4 4 " E 2 4 1 6 . 7 4 'N30°57'15"E 1080.34'N30°15'30"E 1353.57'N30°15'30"E 1353.57'N28°15'17"E 208.13'N32°21'45"E 1174.04'N32°21'45"E 1174.04'S6 0 ° 1 8 ' 4 5 " E 2 2 4 4 . 0 5 ' S6 0 ° 1 8 ' 4 5 " E 2 2 4 4 . 0 5 ' S6 0 ° 1 8 ' 4 5 " E 2 2 4 4 . 0 5 ' S6 2 ° 3 8 ' 4 4 " E 2 2 7 6 . 8 5 ' N6 3 ° 3 4 ' 1 0 " W 1 9 3 . 2 8 'N32°21'55"E 47IRF 5/8" CORNER POST INCONC. IRF 1/2" BRACEDPOST IRF 5/8" PARCEL III PARCEL IIITRACT 2 BHS LC. INST.#11078TM #85-A-1 122.29 AC. 846 STRODE MCLEOD LN. PARCEL IIITRACT 2 BHS LC.INST. #11078TM #73-A-18B 58.39 AC. ADDRESS NOT ON FILE PARCEL IIITRACT 2BHS LC.INST.#11078TM #73-A-18B 58.39 AC. ADDRESS NOT ON FILE PARCEL IIITRACT 2BHS LC. INST. #11078TM #73-A-18A 80.00 AC. ADDRESS NOT ON FILE PARCEL IIITRACT 2 BHS LC. INST.#11078TM #73-A-18A 80.00 AC. ADDRESS NOT ON FILE 103.86 AC. 1213 MARLBORO ROAD ZONE X ZONE X ZONE X ZONE X ZONE X ZONE X LD LDLDLD LDLDLDLDLD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL D LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL D L D LDLDLDLDLDLDLDLDLDLDLDLDN22° 09' 41"E2430.31'N61 ° 1 8 ' 4 3 " W 159. 9 2 ' N65° 0 6 ' 0 8 " W 173. 4 9 'N21° 12' 34"E1362.34'EXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.15 EXISTING CONDITIONS AND DEMOLITION PLANMATCHLINE - SEE SHEET C-2.17 MATCHLINE - SEE SHEET C-2.16MATCHLINE - SEE SHEET C-2.12 MATCHLINE - SEE SHEET C-2.14MATCHLINE - SEE SHEET C-2.11PROJECT AREA EXISTING TREELINE TREES & VEGETATION TO BE REMOVED (NO GRUBBING OR DESTUMPING OUTSIDE LOD) PROPOSED LIMIT OF DISTURBANCE AREA TO REMAIN UNDISTURBED EXISTING WETLAND EXISTING WETLAND AREA TO REMAIN UNDISTURBED TREES & VEGETATION TO BE REMOVED (NO GRUBBING OR DESTUMPING TO OCCUR OUTSIDE LOD)) TREES & VEGETATION TO BE REMOVED (NO GRUBBING OR DESTUMPING OUTSIDE LOD) FPS47°24'29"W DECAYEDPOST ZONE A RR OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPARCEL VIIISTAPLES CHARLES WILLIAMDB. 844 PG. 1067TM #74-A-20 162.00 AC. 557 MARLBORO ROAD S CHARLES WILLIAM OHPOHPOHPOHPOHPOHPOHPOHPOHPCSX RAILROADCSX RAILROADS41°44'41"W 317.58'S39°50'40"W 220.92'C8C9N28°15'17"E 208.13'N31°53'36"E 460.93'S6 3 ° 1 1 ' 5 6 " E 1 7 6 . 9 1 ' N6 3 ° 3 4 ' 1 0 " W 1 9 3 . 2 8 ' PARCEL XSTAPLES, CHARLES WILLIAM D.B. 844, PG. 1067 TM #74-A-19 0.8865 AC. OR 38,617 S.F. ADDRESS NOT ON FILE BRACED POST C3ZONE X ZONE X LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL D LD LDLDLDLDLDXref Z:\PROJECTS\Other Projects\CEGDESH30 BARTONSVILLE\Drawings\XREF\electrical base.dwg S64° 1 6 ' 3 9 " E 786. 7 9 'N39° 05' 58"E746.20'EXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.16 EXISTING CONDITIONS ANDDEMOLITION PLANMATCHLINE - SEE SHEET C-2.18 MATCHLINE - SEE SHEET C-2.13 MATCHLINE - SEE SHEET C-2.15LEASE AREA EXISTING TREELINE 10 0 ' SE T B A C K 10 0 ' SE T B A C K TREES & VEGETATION TO BE REMOVED (NO GRUBBING OR DESTUMPING OUTSIDE OF LOD) PROPOSED LIMIT OF DISTURBANCE EXISTING FENCE TO BE REMOVED EXISTING WETLAND OHPPARCEL III TRACT 2BHS LC.INST. #11078TM #85-A-1 122.29 AC. 846 STRODE MCLEOD LN.OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPTM #85-A-2WAYNE D. & SHERRY E. MCDONALDD.B. 517, PG. 496 CSX RAILROADN6 1 ° 0 9 ' 5 0 " W 1 0 6 4 . 2 8 'N5 6 ° 5 7 ' 0 3 "W 6 9 9 . 3 9 ' N6 1 ° 0 3 ' 1 0 " W 1 2 5 6 . 4 3 'S16°12'06"W 499.04'C10S6 3 ° 1 7 ' 5 0 " E 1 5 0 7 . 0 1 ' S63 ° 1 7 ' 5 0 " E 1 5 0 7 . 0 1 ' IRF 1/2" IRF 1/2" IRF 5/8" TPOST IRF 5/8" IRF 5/8" PARCEL IIITRACT 2BHS LC. INST.#11078TM #85-A-1 122.29 AC. 846 STRODE MCLEOD LN. PARCEL VIIISTAPLES CHARLES WILLIAMDB. 844 PG. 1067TM #74-A-20 162.00 AC. 557 MARLBORO ROAD ZONE X ZONE X ZONE X LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLD LDLDLDLDLDL D LDLD LD LDLD LDLDLD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDEXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.17 EXISTING CONDITIONS ANDDEMOLITION PLANMATCHLINE - SEE SHEET C-2.18MATCHLINE - SEE SHEET C-2.15 MATCHLINE - SEE SHEET C-2.14PROJECT AREA 200'SETBACK100'SETBA C K EXISTING TREELINE TREES & VEGETATION TO BE REMOVED (NO GRUBBING OR DESTUMPING OUTSIDE LOD) PROPOSED LIMIT OF DISTURBANCE AREA TO REMAIN UNDISTURBED EXISTING POWER LINES & POLES TO BE REMOVED OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPCSX RAILROADS16°09'08"W 871.11'S16°09'08"W 871.11'S16°12'06"W 499.04'IRF 1/2" PARCEL VIII APLES CHARLES WILLIAM DB. 844 PG. 1067TM #74-A-20 557 MARLBORO ROAD LDLDLDLDLDLDLDLDLDLDLDEXISTING MONUMENT FOUND POWER/LIGHT POLE EXISTING PIPE/CULVERT EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY CONCRETE MONUMENT IRON ROD OR PIPE CONCRETE MONUMENT SET TELEPHONE PEDESTAL CURB INLET CONTROLLER CABINET LIGHT POLE FIRE HYDRANT WATER VALVE TRAFFIC SIGNAL BOX EXISTING SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING TELEPHONE EXISTING WOODS LINE CLEAN OUT DROP INLET WATER METER GUY WIRE EXISTING UNDERGROUND UTILITY LEGEND LD LIMITS OF DISTURBANCE LINE PROPOSED WOODS LINE DEMOLITION HATCH PROJECT AREA PROJECT AREA HATCH 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 100 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_XC C-2.18 EXISTIN CONDITIONS AND DEMOLITION PLANMATCHLINE - SEE SHEET C-2.16 MATCHLINE - SEE SHEET C-2.17100'SETBA C K EXISTING TREELINE PROJECT AREA TREES & VEGETATION TO BE REMOVED (NO GRUBBING OR DESTUMPING OUTSIDE LOD) PROPOSED LIMIT OF DISTURBANCE 9.4'22.1'3.6'5.4'4.4'21.7'2.1'4.9'5.6'4.9'10.0'27.4'9.3'1.2'5.0'5.2'4.2'4.7'5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'RRTTTOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE3.1 3.2 3.33.4 3.5 3.63.7 3.8 3.9 3.103.11 3.12 3.13 3.143.15 3.16 3.17 3.183.223.213.203.193.23 3.24 3.25 3.263.303.293.283.273.31 3.32 3.333.363.353.343.37 3.383.393.40 3.413.463.453.443.433.423.47 3.48 3.49 3.50 3.513.553.543.533.523.56 3.57 3.583.603.59Know what's below.before you dig.Call R 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 750 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S C-3.0 SEDIMENT& EROSION CONTROL PLANOVERALL SITE LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None EROSION CONTROL MAINTENANCE NOTES: 1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS, SPECIFICATIONS AND DETAILS OF THE VA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL OR LATEST EDITION AND BE APPROVED BY FREDERICK COUNTY PRIOR TO ANY AND ALL GRADING AND/OR CONSTRUCTION OF PROPOSED SITE. THE APPLICANT HAS THE RESPONSIBILITY TO CONTACT FREDERICK COUNTY. 2. RETAIN FLOATABLE WIND BLOWN MATERIALS ON SITE BY STORING ALL TRASH AND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL DISPOSAL AT OFF-SITE FACILITIES. CHECK ADJACENT AREAS DAILY AND PICK UP CONSTRUCTION WASTE MATERIALS AND DEBRIS THAT HAVE BLOWN OR WASHED OFF SITE. 3. STOCKPILES SHALL BE WRAPPED IN SILT FENCE AND SEEDED. 4. ALL SILT FENCE SHALL BE WIRE REINFORCED PER REQUIREMENTS FROM FREDERICK COUNTY. 5. ALL DAMS, DIKES, AND DIVERSIONS SHALL BE STABILIZED IMMEDIATELY AFTER CONSTRUCTION. 6. ANY KARST AREAS IN SITE AREA PER GEOTECHNICAL EVALUATION SHALL BE REMEDIATE PER THE DETAIL ON SHEET D-3, IN COORDINATION WITH A LICENSED GEOTECHNICAL ENGINEER. 7. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS: NO MORE THAN 500 LF OF TRENCH MAY BE OPEN AT ONE TIME; EXCAVATED MATERIAL SHALL BE PLACES ON THE UPHILL SIDE OF TRENCHES; EFFLUENT FROM DEWATERING OPERATIONS SHALL NE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY; MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION; RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH 9VAC25-840-40; APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. 8. PERMANENTLY STABILIZE ALL SURFACE AREA WITHIN AND ADJACENT TO THIS SITE THAT IS DISTURBED BY VEHICLES, GRADING AND OTHER CONSTRUCTION FOR THE PROPOSED FACILITY. STABILIZATION IS OBTAINED WHEN THE DISTURBED SURFACE IS COVERED WITH STRUCTURES, PAVING AND OR PERENNIAL VEGETATION HAVING A UNIFORM COVERAGE DENSITY OF AT LEAST 95%. STABILIZATION OF ALL DISTURBED AREA IS REQUIRED BEFORE TERMINATION OF MAINTENANCE AND REMOVAL OF EROSION CONTROL MEASURES. VEGETATIVE STABILIZATION SHALL BE UNIFORM, MATURE ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT EROSION. 9. CONTRACTORS SHALL INSPECT POLLUTION CONTROL MEASURES AT LEAST ONCE EVERY 14 DAYS AND WITHIN 24 HOURS AFTER A STORM EVENT OF 1/2 INCH OR GREATER. DAMAGED MEASURES THAT PROVE TO BE INEFFECTIVE SHALL BE REPLACED WITH MORE EFFECTIVE MEASURES OR ADDITIONAL MEASURES WITHIN SEVEN DAYS. 10. INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE TOWN OR COUNTY. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO BEGINNING ANY WORK ON PROJECT SITE. 11. CARE SHALL BE TAKEN TO MINIMIZE THE ENCROACHMENT OF SEDIMENT INTO ALL STORM DRAIN APPURTENANCES, PUBLIC STREETS, AND ONTO PRIVATE PROPERTY UNTIL IMPERVIOUS MATERIAL (ROAD/PARKING AREA SURFACE) IS APPLIED OR UNTIL PROPOSED LANDSCAPE HAS BEEN ESTABLISHED. ANY SEDIMENT TRACKED UPON PUBLIC OR PRIVATE ROADWAYS SHALL BE CLEANED/REMOVED AND RETURNED TO THE SITE. 12. ALL AREAS NOT SHOWN AS PAVEMENT OR STRUCTURES UNDER FINAL CONSTRUCTION SHALL BE TEMPORARILY AND PERMANENTLY SEEDED AS REQUIRED. CARE SHALL BE TAKEN TO IMMEDIATELY SEED FOLLOWING INSTALLATION OF PANELS IN ONE SECTION TO PREVENT EROSION. 13. ALL GRASS SLOPES WHICH EXCEED 3:1 (H:V) AND ALL SWALES SHALL UTILIZE NORTH AMERICAN GREEN (NAG) CONSTRUCTION PRODUCTS TURF REINFORCEMENT MATS S150 OR APPROVED EQUAL UNLESS OTHERWISE SPECIFIED ON PLANS. MATS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND STANDARDS. CONTRACTOR SHALL COORDINATE INSTALLATION INSPECTION WITH MANUFACTURER. 14. THE CONTRACTOR SHALL PROVIDE COPIES OF VALID PERMITS FOR ANY OFFSIDE BORROW OR WASTE AREAS. 15. ALL TEMPORARY CONTROLS SHALL BE REMOVED WITHIN 30-DAYS ONCE NO LONGER NEEDED (PER THE APPROVAL OF FREDERICK COUNTY). TRAPPED SEDIMENT SHALL BE REMOVED AND STABILIZED.MIDDLE ROADSPRINGDALE ROADMARLBORO ROADPROJECT DESCRIPTION: THE PROPOSED PROJECT INVOLVES THE DEVELOPMENT OF A SOLAR ENERGY FACILITY ON A VARIETY OF PARCELS WITH A TOTAL AREA OF TOTALING +/- 1797.2 ACRES IN WINCHESTER, VA (FREDERICK COUNTY). THE PROPOSED USE WAS ACCEPTED BY FREDERICK COUNTY UNDER CONDITIONAL USE PERMITS #05-20 AND #11-21. THIS PROJECT FOR STORMWATER PURPOSES IS BEING CONSIDERED A NEW DEVELOPMENT, AS THE MAJORITY OF THE PARCEL IS CURRENTLY CROP FIELDS AND ORCHARD. THERE WILL BE 889.7 ACRES OF DISTURBANCE FOR THIS DEVELOPMENT, IN ORDER TO FACILITATE THE INSTALLATION OF ACCESS ROADS, PHOTOVOLTAIC ARRAYS AND ASSOCIATED ELECTRICAL HARDWARE. THE PROPOSED DEVELOPMENT WILL INCLUDE THE PHOTOVOLTAIC ARRAYS, GRAVEL ACCESS ROADS TO SERVICE THE ARRAYS, ASSOCIATED ELECTRICAL EQUIPMENT, AND FENCING SURROUNDING THE PROPOSED SOLAR FARM. THE FINAL SURFACE CHARACTERISTICS BREAKDOWN IS LISTED BELOW UNDER PROPOSED CONDITIONS. EXISTING SITE CONDITIONS: AS PREVIOUSLY MENTIONED, THE SITE IS IN FREDERICK COUNTY, AND INCLUDES TWO WATERSHED BOUNDARIES WITHIN THE PROJECT LIMITS. THE NORTHERNMOST PART OF THE SITE FLOWS TO SULPHUR SPRING RUN, WHICH FLOWS TO OPEQUON CREEK, WHICH IS IN THE CONOCOCHEAGE-OPEQUON WATERSHED. THE SOUTHERN SECTION OF THE SITE FLOWS TO CROOKED RUN, WHICH IS IN THE SHENANDOAH WATERSHED. THE PRE-DEVELOPMENT PROPERTY IS COMPRISED OF ROW CROPS, EXISTING GRAVEL, ORCHARDS, MEADOW, WOODS, AND IMPERVIOUS STRUCTURES. THE SITE IS COMPRISED GENERALLY OF THIRTY-TWO DRAINAGE AREAS. THESE THIRTY-TWO DRAINAGE AREAS FLOW TO VARIOUS ANALYSIS POINTS AT THE SITE BOUNDARY, OF WHICH STORMWATER CALCULATIONS WERE ANALYZED. PROPOSED DEVELOPMENT: AS PREVIOUSLY MENTIONED ABOVE, THERE WILL BE A SOLAR ENERGY FACILITY CONSTRUCTED ON THE 1797.2-ACRE PROPERTY. THE DISTURBANCE AREA IS 889.7 ACRES, AND THE GROUND SURFACE WILL CHANGE FROM A MAJORITY CROP AND ORCHARD CONDITION TO A MEADOW CONDITION, WITH IMPERVIOUS ADDED THROUGH THE POSTS OF THE PHOTOVOLTAIC ARRAYS, ELECTRICAL INVERTERS, AND GRAVEL ACCESS ROADS. THE IMPERVIOUS SURFACE CONSISTS OF: - PHOTOVOLTAIC (PV) ARRAY POSTS, ACCESS ROADS, ELECTRICAL EQUIPMENT THE PROPOSED CONSTRUCTION WILL ALTER THE DRAINAGE AREAS SOME, BUT THE OVERALL POINTS OF ANALYSIS WILL REMAIN THE SAME. THE PRE-DEVELOPMENT DRAINAGE AREAS WERE ROUTED THROUGH DETENTION PONDS, TO PROVIDE FOR PEAK FLOW ATTENUATION. THESE DETENTION PONDS ALL DRAIN TO THE SAME CONVEYANCE SYSTEMS FROM PRE-DEVELOPMENT. THE PRE-DEVELOPMENT DRAINAGE AREAS WERE BROKEN UP INTO SUB AREAS TO ROUTE TO THE PROPOSED PONDS AND WERE NAMED WITH A LETTER FOLLOWING THE PRE-DEVELOPMENT DRAINAGE AREAS. THE TOTAL DRAINAGE AREAS WERE COMBINED FOR THE SAME COMMON ANALYSIS POINT AS PRE-DEVELOPMENT IN ORDER TO DEMONSTRATE WATER QUALITY COMPLIANCE. EXISTING SOILS: SOILS ON THE SITE WERE OBSERVED PER THE USDA WEB SOIL SURVEY TO BE A MIXTURE OF HYDROLOGIC SOIL GROUP B, C, AND D. THE MAJORITY OF THE SITE CONSISTS OF HYDROLOGIC SOIL GROUP B. SEE SUPPLEMENTAL INFORMATION AT THE BACK OF CALCULATION PACKAGE. ADJACENT PROPERTIES: THE PROPOSED PROPERTY IS SURROUNDED BY FORESTED LAND, AGRICULTURAL FIELDS, AND SEVERAL RESIDENTIAL PROPERTIES THAT ARE BUFFERED FROM THE PROJECT AREA. CRITICAL AREAS: CRITICAL AREAS ARE SHOWN IN THE SITE PLAN AS THE WETLAND AREAS AS WELL AS THE CONSERVED FOREST/OPEN SPACE AREAS. THESE AREAS ARE LOCATED THROUGHOUT THE SITE. THE WETLANDS IDENTIFIED WITHIN THE PLANS SHALL NOT BE DISTURBED DURING CONSTRUCTION. ALSO, IN ACCORDANCE WITH FOREST/OPEN SPACE CONSERVATION FOR WATER QUALITY COMPLIANCE, THERE SHOULD BE NO DISTURBANCE WITHIN THE FOREST/OPEN SPACE AREAS. BOTH THE WETLANDS AND FOREST/OPEN SPACE AREAS SHALL BE FLAGGED OFF PRIOR TO CONSTRUCTION. E&S MEASURES: THIS SITE UTILIZES VARIOUS EROSION CONTROL MEASURES INCLUDING SEDIMENT BASINS, SEDIMENT TRAPS, SILT FENCE, OUTLET PROTECTION, INLET PROTECTION, BLANKET MATTING, AND TEMPORARY/PERMANENT SEEDING. THE DISTURBED AREA DRAINS TO THE PROPOSED SEDIMENT BASINS IN ORDER TO ALLOW FOR THE SETTLING OF SEDIMENTS CAUSED BY CONSTRUCTION ON SITE. THE SEDIMENT BASIN EMBANKMENTS MEET THE REQUIREMENTS SET BY VIRGINIA. DETAILS ON THE SIZING OF THE SEDIMENT BASINS ARE SHOWN IN THIS PACKET. EROSION CONTROL MEASURES AND DEVICES ARE SHOWN TO PROTECT THE DOWNSTREAM RECEIVING WATERS FROM SEDIMENT LADEN RUNOFF. THE DRAWING SHEETS SHOW THE APPROPRIATE DEVICES AND LOCATIONS. THE FOLLOWING MEASURES AND DEVICES WILL BE USED ON THIS PROJECT TO MINIMIZE THE IMPACT OF CONSTRUCTION. ·CONSTRUCTION ENTRANCE (3.02) - A STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. ·BLANKET MATTING (3.36) - THE INSTALLATION OF A PROTECTIVE COVERING (BLANKET) OR A SOIL STABILIZATION MAT ON A PREPARED PLANTING AREA OF A STEEP SLOPE, CHANNEL OR SHORELINE. ·SILT FENCE (3.05) - A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FIBRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. ·SEDIMENT TRAP (3.14) - A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET IN ORDER TO DETAIN SEDIMENT-LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT. ·SEDIMENT BASIN (3.14) - A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAINAGEWAY WITH THE PURPOSE OF DETAINING SEDIMENT-LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. ·OUTLET PROTECTION (3.18) - STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT THE OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS. ·TEMPORARY SEEDING (3.31) - THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS. ·PERMANENT SEEDING (3.32) - THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. ·DIVERSION (3.12)- A CHANNEL CONSTRUCTED WITH AN EARTHEN RIDGE THAT DIVERTS STORMWATER TO STABILIZED OUTLETS. ·DIVERSION DIKE (3.09)- A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA. ALL EROSION CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND THE LATEST VERSION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STORMWATER MANAGEMENT: CALCULATION OF THE RUNOFF RATES FROM PRE AND POST-DEVELOPMENT HAVE DETERMINED THAT THE POST-DEVELOPMENT LANDCOVER CHANGE WILL REQUIRE STORMWATER DETENTION PONDS. THESE PERMANENT STORMWATER PONDS HAVE BEEN PROPOSED TO MEET THE REQUIREMENTS OF WATER QUANTITY OUTLINED BY VIRGINIA DEQ. Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.1 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.4 MATCHLINE - SEE SHEET C-3.21 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLD LD LD LD LD LDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD SFLD LD LD LD TS PS 835 840 845 850 834836837838839841 842 843 844 846 847 848 849 851 8 4 6 SF Know what's below.before you dig.Call R 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.2 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.5 MATCHLINE - SEE SHEET C-3.3MATCHLINE - SEE SHEET C-3.1 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LD LD LD LD LD LD LD LD LD L D LDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSFSFSFSFLD LD LD OP SF SF SF BM BM TS PS ST BLANKET MATTING SHALL BE NAG S150 OR GREATER BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) SEDIMENT TRAP 2-1A (DA- 2.15 AC) (SEE SHEET D-4LL) 85 0 855 860 8 4 6 8 4 7 8 4 8 849851 852 853 854 856 857858859861 ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.3 SEDIMENT & EROSION CONTROL PLAN-1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.6MATCHLINE - SEE SHEET C-3.2 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLD LD LD LD LD LD LD LD SFSFSFSFSFSFSFSFLDLD LD SF SF TS PS 810 815820825 83 0 809 811 812 813 814 816 817 818819821 822 823 824 826 82 7 828 82 9 SF AREA (1.2 AC) LENGTH OF SF (600') 1.2 AC/600' = 0.002 REQ'D MAX 0.25 AC/100' = 0.0025 0.002 < 0.0025 (REQ. MET) Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.4 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.8 MATCHLINE - SEE SHEET C-3.51 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.1 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFS F S F SFSF SF SF SF SFLD LD LD LD LD LD LD LD OP OP SF BM BM BM BM TS PS TS PS TS PS TS PS SB SB BLANKET MATTING SHALL BE NAG S150 OR GREATERSEDIMENT BASIN 1N (DA- 7.75 AC) (SEE SHEET D-4J) SEDIMENT BASIN 2A (DA- 16.8 AC) (SEE SHEET D-4LL) BLANKET MATTING SHALL BE NAG S150 OR GREATER 8458 4 6 825830835840823824826827828829831832833834836837838839841842843844820825830835821822823824826827828829831832833834836835 8 4 0 845 83 6 837 838 8 3 98418428438 4 4 846 820825830821822823824826827828829831832833834DD ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. DIVERSION DIKE (DA- 1.2 AC) DIVERSION DA LINE SF SF SF LAYDOWN AREA (CROSS-HATCHED) LAYDOWN AREA (CROSS-HATCHED) LAYDOWN AREA (CROSS-HATCHED) Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.5 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.9 MATCHLINE - SEE SHEET C-3.61 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.2 MATCHLINE - SEE SHEET C-3.4 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDSF SF SF SF SFSFSFSFLD LD SF TS PS8458 4 6 8 4 7 8 4 8 SF AREA (0.37 AC) LENGTH OF SF (290') 0.37 AC/290' = 0.00128 REQ'D MAX 0.25 AC/100' = 0.0025 0.00128 < 0.0025 (REQ. MET) Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.6 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.10 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.3 MATCHLINE - SEE SHEET C-3.5 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD SFSFSFSFLD LD LD TS PS TS PS 821822822SF SF AREA (1.26 AC) LENGTH OF SF (820') 1.26 AC/820' = 0.0015 REQ'D MAX 0.25 AC/100' = 0.0025 0.0015 < 0.0025 (REQ. MET) Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.7 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.11 MATCHLINE - SEE SHEET C-3.81 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY WWWWWWWWWWWWWWWWLD LD LD LDLDLDLDLDLDLD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSF SF SF SFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFWWWWWWWWWWWWWWWWWWWWWWWWWWLD LD LD LD LD LD LD LD LD LD OP SF SF SF SF SF SF SF BM BM BM BM TS PS TS PS TS PS ST SB SB SEDIMENT TRAP 1A (DA- 2.02 AC) (SEE SHEET D-4A) SEDIMENT BASIN 1B (DA 27.66 AC) (SEE SHEET D-4B) BLANKET MATTING SHALL BE NAG S150 OR GREATER BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) BLANKET MATTING SHALL BE NAG S150 OR GREATER BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) OP BLANKET MATTING SHALL BE NAG S150 OR GREATER 805810815802803804806807808809811812813814816785790795800805 784786787788789791792793 794796797798799801802803804806807808809 810815820 807 808 809 811 812 813 814816817818819 AREA TO REMAIN UNDISTURBED DA 1L DITCHONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. DIVERSION DA LINE SF AREA (1.2 AC) LENGTH OF SF (600') 1.2 AC/600' = 0.002 REQ'D MAX 0.25 AC/100' = 0.0025 0.002 < 0.0025 (REQ. MET) LD Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.8 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.12 MATCHLINE - SEE SHEET C-3.91 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.4 MATCHLINE - SEE SHEET C-3.7 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFLD LD LD LD OP LD SF SF BM BM TS PS TS PS TS PS SB SEDIMENT BASIN 1M (DA- 34.8 AC) (SEE SHEET D-4I) BLANKET MATTING SHALL BE NAG S150 OR GREATER 810 809 811 812 805810801802803804806807808809785790795800805 784786787788789791792793 794796797798799801802803804806807808 BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA.DA 1M DITCHKnow what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.9 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.13 MATCHLINE - SEE SHEET C-3.101 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.5 MATCHLINE - SEE SHEET C-3.8 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES, SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.10 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.14 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.6 MATCHLINE - SEE SHEET C-3.9 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLD LD LD LD LD LD LD LD LDLDLDLDLDLDLD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFLD LD LD LD LD LDLD LD LD TS PS TS PS TS PS 850 855 860 86 5 851852 853 854 856 857 858 859 861 862 863 86 4 866 815820 825 811812813814816817818 819 821 822 823 824 826827828 829 AREA TO REMAIN UNDISTURBED SF AREA (1.26 AC) LENGTH OF SF (820') 1.26 AC/820' = 0.0015 REQ'D MAX 0.25 AC/100' = 0.0025 0.0015 < 0.0025 (REQ. MET) SF SF SF SF AREA (0.69 AC) LENGTH OF SF (450') 0.69 AC/450' = 0.0015 REQ'D MAX 0.25 AC/100' = 0.0025 0.0015 < 0.0025 (REQ. MET) Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.11 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.16 MATCHLINE - SEE SHEET C-3.121 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.7 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LDLDLDLDLDLDLDLDLD LD LD LD LDLDLDLDLDLDSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFLD LD LD LD LD LD LD LD LD LD LD LD LD OP OP OP OP OP SF SF SF SF SFSF SF BM BM BM BM BM BM BM BM BM TS PS TS PS TS PS TS PS TS PS ST SB SB SB SB SEDIMENT BASIN 1B (DA 27.66 AC) (SEE SHEET D-4B) SEDIMENT BASIN 1C (DA- 29.49 AC) (SEE SHEET D-4C) SF SEDIMENT BASIN 1G (DA- 4.9 AC) (SEE SHEET D-4F) SEDIMENT TRAP 1H (DA- 1.22 AC) (SEE SHEET D-4F) SEDIMENT BASIN 1I (DA- 5.34 AC) (SEE SHEET D-4G) BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER820818819821822 795 800 805792 793 794 796 797 798 799 801 802803804806807 805 810 815 820 825 803 804 806 807 808 809 811 812 813 814 816 817 818 819 821 822 823 824 826 827 820821 822 823 824 BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) AREA TO REMAIN UNDISTURBED OP AREA TO REMAIN UNDISTURBED DD DD ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. DIVERSION DIKE (DA- 3.6 AC) DIVERSION DA LINE SF Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.12 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.17 MATCHLINE - SEE SHEET C-3.131 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.8 MATCHLINE - SEE SHEET C-3.11 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD L D LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LDLDLD LD LD L D LDLDLDLDSFSFSFS F SFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSF SF SF S F LD LD LD LD LD LD LD LD LD OP OP OP OP SF SF SF SF SFBM BM BM BM BM BM TS PS TS PS SB SB SB SEDIMENT BASIN 1J (DA- 25.4 AC) (SEE SHEET D-4G) SEDIMENT BASIN 1K (DA- 5.7 AC) (SEE SHEET D-4H) SEDIMENT BASIN 1L (DA- 7.47 AC) (SEE SHEET D-4H) BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER 790 795 8 0 0 787 788 789 791 792 793 794 796 79 7 7987998018028 0 3 8 0 4 780785 790 795 800 805778 779 781782 783 784 786 787 788 789 791 792 793 794 796 797 798 799 801 802803 804806795 800 805 810815794 796 797 798 799 801 802 803 804 806 807808809811812813814816810815808809811812813814816817818784 785 785 784 785 784 783 BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) AREA TO REMAIN UNDISTURBED DA 1J DITCH ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. LDSF SF Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.13 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.18 MATCHLINE - SEE SHEET C-3.141 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.9 MATCHLINE - SEE SHEET C-3.12 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.14 SEDIMENT & EROSION CONTROL PLAN-1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.10 MATCHLINE - SEE SHEET C-3.13 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.15 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.19 MATCHLINE - SEE SHEET C-3.161 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY SP R I N G D A L E R O A D RO U T E 6 4 9 - 5 0 ' R / WWWWWWWW W WWWWWWWW W LDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LDLDLD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LDLDLDLDLDLDLD LDLDLDLDLDSF SF SF SF SF SF SF S F SFSFSFSFSFSFSFSFSFSFWWWWWWW W LD LD LD LD LD LD LD LD OP OP OP OP OP SF SF SF SF SF SF SF BM BM TS PS TS PS TS PS TS PS TS PS CE CE ST SB SB SEDIMENT TRAP 1D (DA- 2.55 AC) (SEE SHEET D-4D) SEDIMENT BASIN 1-1A (DA- 10.2 AC) (SEE SHEET D-4K) SEDIMENT BASIN 1-1B (DA- 54.6 AC) (SEE SHEET D-4L) BLANKET MATTING SHALL BE NAG S150 OR GREATER 810811812813810815808 809 811812813814 816 820 825 8 1 9 821 822 823 824 826 827 811 OP BM BM BM ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. 811 813 8 1 3 8 1 3 812810 80' - 15" RCP @ 1.25% INV IN- 811 INV OUT- 810 CONTRACTOR TO INSTALL 8' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 4' WIDE TO 10' WIDE. OP CULVERT DRAINAGE AREA (8.97 AC) VDOT #1 COARSE AGGREGATE (SEE CONSTRUCTION ENTRANCE DETAIL INV IN- 807 INV IN- 806 CONTRACTOR TO INSTALL 32' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 15' WIDE TO 37' WIDE. 814 816 817 819 820822 CONTRACTOR TO LOWER WATER MAINS PRIOR TO INSTALLING DITCH (SEE SHEET D-7 IN PLAN SET 2 OF 2) Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.16 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.20 MATCHLINE - SEE SHEET C-3.171 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.11 MATCHLINE - SEE SHEET C-3.15 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES, SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY NG D A L E R O A D E 6 4 9 - 5 0 ' R / W LD LD L D L D L D LDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL D LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSF SF S F S F S F SF SFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SF SF SFSFSFSFSFSFSFSFSFSFS F S F S F SFSFLD LD LD LD LD LD LD OP OP OP SF SF SF SF SF SF SF SF SF BM BM BM BM BM BM BM BM BM BM TS PS TS PS TS PS TS PS TS PS TS PS TS PS TS PS ST ST SB SB SEDIMENT TRAP 1D (DA- 2.55 AC) (SEE SHEET D-4D) SEDIMENT BASIN 1E (DA- 23.26 AC) (SEE SHEET D-4D) SEDIMENT TRAP 1F (DA- 2.76 AC) (SEE SHEET D-4E) BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER 815820 816817 818 819 821 822 823824 82 0 81 8 819 8 2 1 8 2 2 815820 825812813814816817818819 821 822 823 824 826 827 828 829821 822823BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) AREA TO REMAIN UNDISTURBED BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) DD DA 1G DITCHSEDIMENT BASIN 1C (DA- 29.49 AC) (SEE SHEET D-4C) ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. DIVERSION DIKE (DA- 1.2 AC) DIVERSION DA LINE DIVERSION DIKE (DA- 0.8 AC) DIVERSION DIKE (DA- 0.33 AC) DIVERSION DIKE (DA- 0.2 AC) DIVERSION DA LINE DIVERSION DA LINE SF SF SF AREA (0.1 AC) LENGTH OF SF (75') 0.1 AC/75' = 0.0013 REQ'D MAX 0.25 AC/100' = 0.0025 0.0013 < 0.0025 (REQ. MET) DIVERSION DIKE (DA- 0.21 AC) SF LD SF Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.17 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.21 MATCHLINE - SEE SHEET C-3.181 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.12 MATCHLINE - SEE SHEET C-3.16 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINESTABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL D SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F LD LD LD LD OP OP SF TP TS PS TS PS TS PS ST SB ST SEDIMENT TRAP 6A (DA- 1.6 AC) (SEE SHEET D-4O) SEDIMENT TRAP 7C (DA- 0.67 AC) (SEE SHEET D-4N) SEDIMENT BASIN 7A (DA- 16.8 AC) (SEE SHEET D-4O) BM BM BM BM BM BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER 825 824 826 827 828 829845 850 842 843 844 846 847 848 849 851852827828829830 8 3 1 831 830 829 828 827 826 DD ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. DIVERSION DIKE (DA- 0.9 AC) DIVERSION DA LINE DIVERSION AREA DIVERSION DIKE (DA -0.4 AC)SF SF SF SF Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.18 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.22 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.13 MATCHLINE - SEE SHEET C-3.17 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.19 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.23 MATCHLINE - SEE SHEET C-3.201 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.15 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD TS PS TS PS TS PS TS PS TS PS TS PS TS PS 826 827 8 3 2 8 3 3 8 3 4 825 830835 826 827828829831 832 833 834 836 825830 835 826827828 829831832833 834836837838839 Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.20 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.24 MATCHLINE - SEE SHEET C-3.211 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.16 MATCHLINE - SEE SHEET C-3.19 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDL D L D L D LDLDL D L D LD LD LD L D L D L D LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFS F S F SF SF SF SF S F S F S F S F S F SFSFSFLD LD LD LD LD LD OP SF SF BM BM BM TS PS TS PS TS PS TS PS TS PS TS PS TS PS ST SB SB SEDIMENT BASIN 1-1B (DA-54.6 AC) (SEE SHEET D-4L) SEDIMENT BASIN 1-1C (DA- 94 AC) (SEE SHEET D-4M) SEDIMENT TRAP 1-3A (DA- 10.5 AC) (SEE SHEET D-4N) BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER 830 835840831 83283383483683783883984184282582282382482682582 5 83083582482 4 82682 6 827828829831832833834836837838830835827 828829831832833834836837838839820825830819 821822823824826827828829ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. 8 1 7 816 81 8 81 9 SF AREA (0.48 AC) LENGTH OF SF (330') 0.48 AC/330' = 0.00145 REQ'D MAX 0.25 AC/100' = 0.0025 0.00145 < 0.0025 (REQ. MET) SF Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.21 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.25 MATCHLINE - SEE SHEET C-3.221 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.17 MATCHLINE - SEE SHEET C-3.20 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY L D LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD OP OP TS PS ST ST SEDIMENT TRAP 7B (DA- 2.42 AC) (SEE SHEET D-4P) SEDIMENT TRAP 8A (DA- 1.39 AC) (SEE SHEET D-4P) BLANKET MATTING SHALL BE NAG S150 OR GREATER BM BM BM BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER852850 847 848 849851 ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. SF SF Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.22 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.26 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.18 MATCHLINE - SEE SHEET C-3.21 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDKnow what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.23 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.27 MATCHLINE - SEE SHEET C-3.241 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.19 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES, SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD TS PS TS PS TS PS TS PS TS PS TS PS TS PS TS PS TS PS 825830 835 840 822 823 824826827828 829 831 832 833 834 836 837 838 839 835840845850855832833834836837838839841842843844846847848849851852853854856857858850855847848849851852853854856857858 859845850841842843844846847848849851852853 Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.24 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.28 MATCHLINE - SEE SHEET C-3.251 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.20 MATCHLINE - SEE SHEET C-3.23 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLD LD LD LD LD LD LD LD LDSFSFSFSFSFLD LD OP SF BM TS PS TS PS TS PS TS PS TS PS TS PS TS PS TS PS SUMP 15A (SEE SHEET D-4S) BLANKET MATTING SHALL BE NAG S150 OR GREATER830828829831835 840 845 850 833 834836837838 839 841 842 843 844 846 847 848 849 851 852825830 835 840 822 823 824826827828 829 831 832 833 834 836 837 838 839 855853854856857858840845850855860839841842843844846847848849851852853854856857858859825 82 1 8 2 2 823 824 826 8 2 7 828 815 820 825 830 814816817 818 819 821 822 823 824 826 827 828 829 83 1 83 2 83 3820818819821822823 Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.25 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.29 MATCHLINE - SEE SHEET C-3.261 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.21 MATCHLINE - SEE SHEET C-3.24 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDSFSFSFSFSFSFSF SF SF SFLD LD LD OP OP SF SF BM BM TS PS TS PS SB SEDIMENT BASIN 16A (DA- 80.53 AC) (SEE SHEET D-4S) BLANKET MATTING SHALL BE NAG S150 OR GREATER 81 5 820 825 81 2 8 1 3 81 4 816 817 818 819 821 822 823 824 82 6 82 7 828 82 2 823 DD ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. DIVERSION DIKE (DA- 4.95 AC) DIVERSION DA LINE Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.26 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.30 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.22 MATCHLINE - SEE SHEET C-3.25 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFLD LD TP SF SF TS PS SF AREA (0.72 AC) LENGTH OF SF (520') 0.72 AC/520' = 0.0014 REQ'D MAX 0.25 AC/100' = 0.0025 0.0014 < 0.0025 (REQ. MET) Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.27 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.281 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.23 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFLD LD LD LD OP OP OP OPSF SF SF SF SF BM BM BM BM TS PS TS PS TS PS TS PS TS PS TS PS TS PS ST ST ST ST SEDIMENT TRAP 11A (DA- 2.98 AC) (SEE SHEET D-4Q) SEDIMENT TRAP 11B (DA- 2.98 AC) (SEE SHEET D-4Q) SEDIMENT TRAP 12A (DA- 1.93 AC) (SEE SHEET D-4R) SEDIMENT TRAP 13A (DA- 1.7 AC) (SEE SHEET D-4R) BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER 850855860865849851852853854856857858859861862863864866845850855843844846847848849851852853854856857858859859ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. LD Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.28 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.291 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.24 MATCHLINE - SEE SHEET C-3.27 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLD SFTS PS TS PS TS PS TS PS TS PS TS PS TS PS TS PS TS PS84083783883983 5 8338 3 4 836 837 835 840845850855860865 832 833 834 836 837 838 839841842843844846847848849851852853854856857858859861862863864 866 867 8 6 8 830 8 2 7 828 829 831 825 830 835 840 82 2 823 824 826 827 828 829 831 832 833 834 836 837 838 839 841 842 843 844 8 4 5 8508558 4 3 8 4 4 8 4 6 847848849851852853854856857858859845 850 855 846 847 848 849 851 852 853 854 856 857840 845850855860838839841842843844846847848849851852853854856857858859861862 863 864 DIVERSION DA LINE DIVERSION DA LINE LD Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.29 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.31 MATCHLINE - SEE SHEET C-3.301 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.25 MATCHLINE - SEE SHEET C-3.28 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLD LDLDLDLDLDLDLDLDLD LD LD LDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFLD LD LD LD OP OP SF SF TP SF SF BM BM BM BM BM TS PS ST SB SEDIMENT TRAP 16B (DA- 1.86 AC) (SEE SHEET D-4T) BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER DD ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. SEDIMENT BASIN 16A (DA- 80.53 AC) (SEE SHEET D-4S) ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. DIVERSION DIKE (DA- 0.95 AC) DIVERSION DA LINE LD LD Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.30 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.32 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.26 MATCHLINE - SEE SHEET C-3.29 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSF SF SF SF SF SF LD LD LD LD TS PS TS PS TS PS SF Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.31 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.34 MATCHLINE - SEE SHEET C-3.321 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.29 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LD LD LD LDLDLDLDLDLDLD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDSF SF SF SF SF SFSFSFSFSFSFSFSFLD LD LD LD LD LD OP SF SF TS PS TS PS TS PS TS PS TS PS TS PS TS PS TS PSTS PS SUMP 18A (SEE SHEET D-4U) BLANKET MATTING SHALL BE NAG S150 OR GREATER BM 778779780781782783783782781Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.32 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.34 MATCHLINE - SEE SHEET C-3.331 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.30 MATCHLINE - SEE SHEET C-3.31MATCHLINE - SEE SHEET C-3.35 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD OP BM BM TS PS TS PS TS PS SB SEDIMENT BASIN 18B (DA- 86.8 AC) (SEE SHEET D-4U) 770 768 769 771 771 770 769 768 76 7 766 76 5 76 4 763 762 763 764 764 758 759 760 761 762 763 764 764 763 762 761 760 759 758 757 DA 1 8 C D I T C H ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. DIVERSION DIKE (DA- 0.12 AC) DIVERSION DA LINE LD Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.33 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.35 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50MATCHLINE - SEE SHEET C-3.32MATCHLINE - SEE SHEET C-3.36 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES, SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD TS PS TS PS TS PS TS PS TS PS ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. DA 19 BERM CULVERT (DA- 2 AC) DA 19 BERM CULVERT 40'- 15" HDPE @ 2.5% INV OUT- 787 INV IN- 788 CONTRACTOR SHALL INSTALL 8' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 4' WIDE TO 10' WIDE Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.34 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.351 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.31 MATCHLINE - SEE SHEET C-3.32 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY T T LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSF SF SF SF SF SF SF LD LD OP SF SF BM BM BM TS PS TS PS TS PS TS PS TS PS TS PS SB SEDIMENT BASIN 19A (DA- 67 AC) (SEE SHEET D-4V) BLANKET MATTING SHALL BE NAG S150 OR GREATER 770 775 780785769 771 772 773 774 776777778779781782783784786 787 788 771 772 773 774 775 776 777 777 776 775 774 773 772 771 DD DD DA 19 BERM DITCH ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. DIVERSION DIKE (DA- 0.45 AC) DIVERSION DA LINE DIVERSION DIKE (DA- 0.92 AC) DIVERSION DIKE (DA- 0.41 AC) DIVERSION DIKE (DA- 0.35 AC) DIVERSION DA LINE DIVERSION DA LINE DIVERSION DA LINE LD LD LD Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.35 --MATCHLINE - SEE SHEET C-3.37 MATCHLINE - SEE SHEET C-3.361 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.32 MATCHLINE - SEE SHEET C-3.34MATCHLINE - SEE SHEET C-3.33 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES, SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LD LD LD LD LD L D LDLDLDLD LD LD LDLDLDLDLDLDLD LDLDLDLDLDLDLDLDLDLDLDLDLDLDS F SFSFSFSFLD LD LD OP SF TP BM BM BM TS PS TS PS TS PS TS PS CE SB SEDIMENT BASIN 18B (DA- 86.8 AC) (SEE SHEET D-4U) BLANKET MATTING SHALL BE NAG S150 OR GREATER 756 757 758 759 760 761 762 763 764 764 763 762 761 760 759 758 757 DIVERSION DIKE (DA- 0.45 AC) LD LD VDOT #1 COARSE AGGREGATE (SEE CONSTRUCTION ENTRANCE DETAIL Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.36 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.38 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.33 MATCHLINE - SEE SHEET C-3.35 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDKnow what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.37 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.381 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.35 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY T T LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSF LD Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.38 SEDIMENT & EROSION CONTROL PLAN-1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.36 MATCHLINE - SEE SHEET C-3.37 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP O H P O H P OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LDLDLDLDLDLDLDLDLDLDLDLDLD LDLDLDL D L D LDLDLDLDLDLDLDLDLDLDLDLDCE LD LD LD LD VDOT #1 COARSE AGGREGATE (SEE CONSTRUCTION ENTRANCE DETAIL Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.39 --MATCHLINE - SEE SHEET C-3.40 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSF SF SF SF SF SF S F SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF LD LD LD LD LD LD LD LD SF SF SF SF SF SF BM BM SB ST SEDIMENT BASIN 27C (DA- 70.5 AC) (SEE SHEET D-4Z) BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER 762761760759758757756LAYDOWN AREA (CROSS-HATCHED)LAYDOWN AREA (CROSS-HATCHED) ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. SEDIMENT TRAP 25A (DA- 1.54 AC) (SEE SHEET D-4W) DA 27C DIVERSION (DA- 57.44 AC) DIVERSION SHALL BE 2' DEEP, WITH TRAPEZOIDAL CROSS-SECTION, 5' BOTTOM WIDTH, 3:1 SIDE SLOPES AND MINIMUM SLOPE OF 2% TS PS TS PS SF Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.40 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.44 MATCHLINE - SEE SHEET C-3.411 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.39 MATCHLINE - SEE SHEET C-3.45 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES, SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLD LD LDLDLDLDLDLDLDLDLDLDLDLDSFSFSFLD LD LD OP OP SF BM 762762761760759758757756LAYDOWN AREA (CROSS-HATCHED) Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.41 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.45 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50MATCHLINE - SEE SHEET C-3.40MATCHLINE - SEE SHEET C-3.46 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES, SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY OHP OHP OH POHPOHPOHPOHPOHPOHPOHP LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF LD LD OP OP SF BM SB SEDIMENT BASIN 39A (DA- 10.87 AC) (SEE SHEET D-4JJ) BLANKET MATTING SHALL BE NAG S150 OR GREATER 8158 2 0 8 2 5 830813814816817818819 8218228 2 3 8 2 4 8 2 6 8 2 7 8288298318 3 2 8 3 3 8 3 4 802 803 804 805 806 806 805 804 803 802 801 803802801800BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. TS PS TS PS LD Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.42 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.47 MATCHLINE - SEE SHEET C-3.431 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.48 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSF LD LD LD LD LD LD 8158168178188308 3 5 8408318 3 2 8 3 3 8 3 4 8 3 6 837838839841842PHASE 2 ROAD CULVERT (DA 3.84 AC) DIVERSION/PIPE DA LINE PHASE 2 ROAD CULVERT 60'- 18" HDPE @ 3.33% INV IN- 838 LD Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.43 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.48 MATCHLINE - SEE SHEET C-3.441 inch = ft. GRAPHIC SCALE ( IN FEET ) 50MATCHLINE - SEE SHEET C-3.42 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY OHPLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD SFSF SF 780 777778 779 781 782783 775 780 785 790 776 777 778 779 781 782 783 784 786 787 788 789 791 7857907957847867877887897917927937947967907957867877887897917927937947967977987 8 5 790 795 800 78478 6 78 7 788 789 791 792 793 794 796 797 798 799 801 805 8 1 0 815 80 1 802 803 804 80 6 807 808 809 8 1 1812813 81481 6 817 818 TS PS TS PS TS PS TS PS Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.44 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.49 MATCHLINE - SEE SHEET C-3.451 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.40 MATCHLINE - SEE SHEET C-3.43 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF LD LD LD OP OP SF SF SF SF BM BM BM BM SB SB SEDIMENT BASIN 27D (DA- 63.5 AC) (SEE SHEET D-4Z) SEDIMENT BASIN 27C (DA- 70.5 AC) (SEE SHEET D-4Z) BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER 7 6 5 770775780785766767768769771772773774776777778779781782783784786787 772771770769 768 767 766 765 764 763 762 761 760 759 758 757 756 755 755756757758759760761762756 757 758 759 760 761 762 DD DD ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. DA 27D DIVERSION (DA- 63.5 AC) DIVERSION SHALL BE 2' DEEP, WITH TRAPEZOIDAL CROSS-SECTION, 5' BOTTOM WIDTH, 3:1 SIDE SLOPES AND MINIMUM SLOPE OF 2% DA 27C DIVERSION (DA- 57.44 AC) DIVERSION SHALL BE 2' DEEP, WITH TRAPEZOIDAL CROSS-SECTION, 5' BOTTOM WIDTH, 3:1 SIDE SLOPES AND MINIMUM SLOPE OF 2% MINIMUM SLOPE OF 2% DA 27D DIVERSION (DA- 63.5 AC) DIVERSION SHALL BE 2' DEEP, WITH TRAPEZOIDAL CROSS-SECTION, 5' BOTTOM WIDTH, 3:1 SIDE SLOPES AND MINIMUM SLOPE OF 2% TS PS TS PS TS PS TS PS Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.45 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.50 MATCHLINE - SEE SHEET C-3.461 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.40 MATCHLINE - SEE SHEET C-3.44MATCHLINE - SEE SHEET C-3.41 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPLDLDLDLDLDLDLDLD LDLDLDLDLDLDLDLD LD LD L D L D LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSF SF SFSFSFSFSFSFSFSFSF SF SF S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SFSFSFSFLD LD LD LD LD LD LD OP OP OP SF TP SF TP SF TP SF SF SF SF SF SF SF SF SF BM BM BM BM BM BM BM SB SB ST SEDIMENT TRAP 23A (DA- 2.5 AC) (SEE SHEET D-4W) SEDIMENT BASIN 27A (DA- 3.4 AC) (SEE SHEET D-4X) SEDIMENT BASIN 27B (DA- 82.4 AC) (SEE SHEET D-4Y) BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER 727 72872 9 730731731730729 728 727 732733734735736737742741740739738737732 73173072972 8 7 2 7 72 6 725 726 727728729731731724 725 726 727 728 729 730 730 729 728 727 726 725 724 ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.46 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.51 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.41 MATCHLINE - SEE SHEET C-3.45 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES, SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LDSFSFSFSFSFLD LD LD OP BM BMBM SB SEDIMENT BASIN 37A (DA- 16.6 AC) (SEE SHEET D-4JJ) BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER801800799798797796 7917927937 9 4 795 796 796 795 794 793 792 791 BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL)DA 37A DITCHONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. TS PS SF SF Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.47 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.481 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.42 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSF S F SF SF SF S F S F SF SF SF SF SF SF SFSFLD LD LD LD LD LD LD LD SF SF SF 800805799801802803804806830 835829831 832 833 834 836 PHASE 2 ROAD CULVERT 60'- 18" HDPE @ 3.33% INV OUT- 836 CONTRACTOR TO INSTALL 12' LONG VDOT CLASS 1 RIP RAP TRANSITIONING FROM 5' WIDE TO 14' WIDE TS PS TS PS Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.48 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.52 MATCHLINE - SEE SHEET C-3.491 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.43 MATCHLINE - SEE SHEET C-3.47MATCHLINE - SEE SHEET C-3.53 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL D L D LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFLD LD LD LD LD SF SF 79580079679779879 9 8018027 9 0 79 5 80 0 800 791 79 2 793 794 79 6 796 797 79 7 798 798 799 799 801 801 802 80 2 80 0 8 0 5 810 7987998 0 1 802 803 8 0 4 8 0 6 8 0 7 8 0 8 80 9800805810815801802803804806807808809811812813814816817818 790787788789791792 TS PS TS PS TS PS TS PS Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.49 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.53 MATCHLINE - SEE SHEET C-3.501 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.44 MATCHLINE - SEE SHEET C-3.48MATCHLINE - SEE SHEET C-3.54 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY 795800796797798799801775780785771 772773774776777778779781782783784790 795 800 789 791 792 793 794 796 797 798 799 801 79 0 795 791 792 793 794 796 755760756757758759TS PS TS PS TS PS TS PS Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.50 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.54 MATCHLINE - SEE SHEET C-3.511 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.45 MATCHLINE - SEE SHEET C-3.49MATCHLINE - SEE SHEET C-3.55 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY RR OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD TS PS Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.51 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.55 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.46 MATCHLINE - SEE SHEET C-3.50 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LDLDLD LD LD LD TS PS Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.52 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.56 MATCHLINE - SEE SHEET C-3.531 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.48MATCHLINE - SEE SHEET C-3.47 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD BM BM BM SB SB SEDIMENT BASIN 28F (DA- 52.4 AC) (SEE SHEET D-4DD) BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER795800805793794796797798799801802803804790795800805791792793794796797798799801802803804806770 775 775 767 768769771772773 774 774 776 776 763764 7 6 5 7 6 6 7 6 7 76 8 7 6 9 7 7 0 77 1 767766765764763762761DD SEDIMENT BASIN 28E (DA- 79.9 AC) (SEE SHEET D-4CC) ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. DIVERSION DIKE (DA- 0.5 AC) TS PS TS PS TS PS TS PS TS PS Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.53 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.57 MATCHLINE - SEE SHEET C-3.541 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.49 MATCHLINE - SEE SHEET C-3.52 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLD LDLDLDLDLDLDLDLDLDLD L D LDL D LD LDLDLDSFSFSFSFSFSFSFSFSFSFSFSF SF LD LD LD OP OPOP OP OP SF SF SF BM BM BM BM BM SB SB SB SEDIMENT BASIN 28C (DA- 21.9 AC) (SEE SHEET D-4BB) SEDIMENT TRAP 28D (DA- 1 AC) (SEE SHEET D-4BB) ST SEDIMENT BASIN 28E (DA- 79.9 AC) (SEE SHEET D-4CC) SEDIMENT BASIN 28F (DA- 52.4 AC) (SEE SHEET D-4DD) BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER78078577777877978178278378478678778877077077577577177177277277377377477477677578 0 7767 7 7 7787797877877887 8 8 760761762763764765766767767766765764763762761763764765766767768769770771 771 770 769 768 761762763764764763AREA TO REMAIN UNDISTURBED ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. TS PS TS PS TS PS Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.54 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.58 MATCHLINE - SEE SHEET C-3.551 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.49 MATCHLINE - SEE SHEET C-3.53MATCHLINE - SEE SHEET C-3.50 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPLDLD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFLD LD LD LD OP SF SF BM BM SB SEDIMENT BASIN 29A (DA- 5.97 AC) (SEE SHEET D-4FF) BLANKET MATTING SHALL BE NAG S150 OR GREATER 770771772773774775776776775774773772771ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. TS PS Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.55 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.58 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.51 MATCHLINE - SEE SHEET C-3.54MATCHLINE - SEE SHEET C-3.50 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDSFSFSFSFSFSFSFSFSFSFSFLD LD LD LD OP SF SF SF SF BM BM BM SB SEDIMENT BASIN 34A (DA- 27.6 AC) (SEE SHEET D-4II) BLANKET MATTING SHALL BE NAG S150 OR GREATER 768 769 770 771 772 773 774 775 775 774 773 772 771 770 ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. TS PS Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.56 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.571 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.52 MATCHLINE - SEE SHEET C-3.53 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LDLDLDLDLDLDLDSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF LD LD LD LD LD LDLD LD LD LD LD OP OP OP OPOP SF SF SF SF SF SF SF BM BM BM BM BM BM BM BM BM BM SB SB SB ST SEDIMENT BASIN 28B (DA- 12.4 AC) (SEE SHEET D-4AA) SEDIMENT BASIN 28A (DA- 3.9 AC) (SEE SHEET D-4AA) SEDIMENT BASIN 28C (DA- 21.9 AC) (SEE SHEET D-4BB) SEDIMENT BASIN 28G (DA- 14.7 AC) (SEE SHEET D-4EE) SB SEDIMENT TRAP 33A (DA- 2.59 AC) (SEE SHEET D-4II) BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER 775 771 772 773 774 776 760765 770759761762763 764 766 767 768 769 771 772770 775780769 771 772 773 774776777778779763 764765 766 766 765 764 763 752753754755756757758758757756755754753760 759 758759760761762763764764763762761760759758755756757758759760760759758757756755761762763753754755756757758759760760759758757756755AREA TO REMAIN UNDISTURBED AREA TO REMAIN UNDISTURBED BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. TS PS TS PS SF SF DA 28G DITCH (DA- 1.17 AC) DA 28G DITCH DELINEATION LINE DA 28B DITCH (DA- 0.66 AC) DA 28B DITCH DELINEATION LINE Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.57 SEDIMENT & EROSION CONTROL PLAN-MATCHLINE - SEE SHEET C-3.59 MATCHLINE - SEE SHEET C-3.581 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.53 MATCHLINE - SEE SHEET C-3.56MATCHLINE - SEE SHEET C-3.54 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFLD LD LD OP OP SF SF SF SF TP SF SF BM BM SB SEDIMENT BASIN 30A (DA- 10.6 AC) (SEE SHEET D-4FF) BLANKET MATTING SHALL BE NAG S150 OR GREATER787788789760 765 770759761762763 764 766 767 768 769 771 7727577607617627637647657667667657647637627617 7 5 7 7 6 7 7 6 BASIN INLET PROTECTION (SEE SHEET D-3 FOR DETAIL) ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR COMPLETED IN THIS TS PS TS PS TS PS TS PS SF AREA (0.24 AC) LENGTH OF SF (215') 0.24 AC/215' = 0.0011 REQ'D MAX 0.25 AC/100' = 0.0025 0.0011 < 0.0025 (REQ. MET) Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.58 --MATCHLINE - SEE SHEET C-3.60 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.54 MATCHLINE - SEE SHEET C-3.57MATCHLINE - SEE SHEET C-3.55 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY LDLDLDLDL D LD LDLDL D LD LD LDSFSFSFSFSFSFSF SF LD OP OP BM BM BM BM SB ST SEDIMENT BASIN 28A (DA- 3.9 AC) (SEE SHEET D-4AA) SEDIMENT TRAP 32A (DA- 0.68 AC) (SEE SHEET D-4HH) BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER780760765770775757758759761762763764766767768769771772773774757756755770771 772773773772771770769773 774 774 773 772 770 AREA TO REMAIN UNDISTURBED ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. SF SF Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.59 --MATCHLINE - SEE SHEET C-3.601 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.57 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPLD LD LDLDLD LDLDLDLDLDLD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF LD LD LD LD OP OP OP OP SF SF SF SF BM BM BM BM SB ST SEDIMENT BASIN 30B (DA- 16.5 AC) (SEE SHEET D-4GG) SEDIMENT TRAP 31A (DA- 1.86 AC) (SEE SHEET D-4HH) BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER BLANKET MATTING SHALL BE NAG S150 OR GREATER772 773 774 774 773 772 771 770 746747748749750751752752751750749748747746757 757 756755754753752751757756755754ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. ONLY GRADE/DESTUMP AS NECESSARY TO INSTALL SEDIMENT BASIN/TRAP. NO UPSLOPE DISTURBANCE TO OCCUR UNTIL POND IS COMPLETED IN THIS AREA. TS PS TS PS TS PS DA 30B SUMP DELINEATION LINE Know what's below.before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_EC C-3.60 SEDIMENT & EROSION CONTROL PLAN-1 inch = ft. GRAPHIC SCALE ( IN FEET ) 50 MATCHLINE - SEE SHEET C-3.58 MATCHLINE - SEE SHEET C-3.59 LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH SILT FENCE & TREE PROTECTION SF/TP TREE PROTECTION TP SF TP TP LEASE AREA LINE STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW)Zones 7 days None Slopes steeper than 3:1 7 days Slopes 3:1 or flatter 7 days All other areas with slopes flatter than 4:1 7 days DISTURBED AREA 889.7 ACRES *NO NATURAL WETLANDS OR STREAMS ARE DISTURBED BY THIS DEVELOPMENT. SEE SHEET D-1 THROUGH D-3 FOR EROSION CONTROL DETAILS. *ALL SLOPES STEEPER THAN 3:1, AND DITCHES,SHALL BE STABILIZED WITHIN 7 DAYS None None None 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.223.213.203.19 3.23 3.24 3.25 3.26 3.303.293.283.27 3.31 3.32 3.33 3.363.353.34 3.37 3.38 3.39 3.40 3.41 3.463.453.443.433.42 3.47 3.48 3.49 3.50 3.51 3.553.543.533.52 3.56 3.57 3.58 3.603.59 SHEET KEY BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_D D-1 EROSION CONTROL DETAILSCE ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING IN TABLE 3.02-A. BE MILDEW AND ROT RESISTANT, AND CONFORM TO THE PHYSICAL PROPERTIES NOTED FABRIC SHALL BE INERT TO COMMONLY ENCOUNTERED CHEMICALS AND HYDROCARBONS, ONLY OF CONTINUOUS CHAIN POLYMERIC FILAMENTS OR YARNS OF POLYESTER. THE THE FILTER CLOTH UTILIZED SHALL BA A WOVEN OR NONWOVEN FABRIC CONSISTING THE CONSTRUCTION OF A "MOUNTABLE" BERM WITH 5:1 SLOPES WILL BE PERMITTED. CULVERTS, SHALL BE PROVIDED AS REQUIRED. IF SUCH CONVEYANCE IS IMPOSSIBLE, SPECIFICATIONS. CONVEYANCE OF SURFACE WATER UNDER ENTRANCE, THROUGH FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. ANY DRAINAGE TO THE SPECIFIED DIMENSIONS. IF WASH RACKS ARE USED, THEY SHOULD BE FOLLOWING THE INSTALLATION OF THE FILTER CLOTH, THE STONE SHALL BE PLACED THE ENTRANCE. FILTER FABRIC UNDERLINER WILL THEN BE PLACED THE FULL WIDTH AND LENGTH OF BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. THE THE AREA OF THE ENTRANCE MUST BE EXCAVATED A MINIMUM OF 3 INCHES AND MUST A B PAVEMENT EXISTING 10' MIN. A (OPTIONAL) MOUNTABLE BERM PAVEMENTEXISTING 10' MIN. 10'MIN. DRAIN SPACE 70' MIN. B FILTER CLOTH EXISTING GROUND 12' MIN. CONCRETEREINFORCED FILTER CLOTH COURSE AGGREGATE VDOT #1 TRAPPING DEVICE TO SEDIMENT POSITIVE DRAINAGE (OPTIONAL) WASHRACK NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT PIPE OUTLET CONDITIONS KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETERSECTION A-A PLAN VIEW SECTION A-A BASKET, OR CONCRETE. USING PLATES 3.18-3 AND 3.18-4. LESS THAN 6 INCHES. Source: Va. DSWC d o A FILTER CLOTH FILTER CLOTH L a PLAN VIEW A odo3d 0 % Plate 3.18-1 PIPE OUTLET TO WELL 0 % d DEFINED CHANNEL A (MIN.)o3d AREA WITH NO DEFINED A CHANNEL PIPE OUTLET TO FLAT L a d DESIGN CRITERIA THE DESIGN OF STRUCTURALLY LINED APRONS AT THE OUTLETS OF PIPES AND PAVED CHANNEL SECTIONS APPLIES TO THE IMMEDIATE AREA OR REACH BELOW THE PIPE OR CHANNEL AND DOES NOT APPLY TO CONTINUOUS ROCK LININGS OF CHANNELS OR STREAMS (SEE STORMWATER CONVEYANCE CHANNEL, STD. & SPEC. 3.17). NOTABLY, PIPE OR CHANNEL OUTLETS AT THE TOP OF CUT SLOPES OR ON SLOPES STEEPER THAN 10% SHOULD NOT BE PROTECTED USING JUST OUTLET PROTECTION AS A RESULT OF THE RECONCENTRATION AND LARGE VELOCITY OF FLOW ENCOUNTERED AS THE FLOW LEAVES THE STRUCTURAL APRON. OUTLET PROTECTION SHALL BE DESIGNED ACCORDING TO THE FOLLOWING CRITERIA. PIPE OUTLETS (SEE PLATE 3.18-1) 1. TAILWATER DEPTH: THE DEPTH OF TAILWATER IMMEDIATELY BELOW THE PIPE OUTLET MUST BE DETERMINED FOR THE DESIGN CAPACITY OF THE PIPE. MANNING'S EQUATION MAY BE USED TO DETERMINE TAILWATER DEPTH (SEE CHAPTER 5, ENGINEERING CALCULATIONS). IF THE TAILWATER DEPTH IS LESS THAN HALF THE DIAMETER OF THE OUTLET PIPE, IT SHALL BE CLASSIFIED AS A MINIMUM TAILWATER CONDITION. IF THE TAILWATER DEPTH IS GREATER THAN HALF THE PIPE DIAMETER, IT SHALL BE CLASSIFIED AS A MAXIMUM TAILWATER CONDITION. PIPES WHICH OUTLET ONTO FLAT AREAS WITN NO DEFINED CHANNEL MAY BE ASSUMED TO HAVE A MINIMUM TAILWATER CONDITION. NOTABLY, IN MOST CASES WHERE POST-DEVELOPMENT STORMWATER RUNOFF HAS BEEN CONCENTRATED OR INCREASED, MS #19 WILL BE SATISFIED ONLY BY OUTFALL INTO A DEFINED CHANNEL. 2. APRON LENGTH: THE APRON LENGTH SHALL BE DETERMINED FROM THE CURVES ACCORDING TO THE TAILWATER CONDITION: MINIMUM TAILWATER - USE PLATE 3.18-3. MAXIMUM TAILWATER - USE PLATE 3.18-4. 3. APRON WIDTH: WHEN THE PIPE DISCHARGES DIRECTLY INTO A WELL-DEFINED CHANNEL, THE APRON SHALL EXTEND ACROSS THE CHANNEL BOTTOM AND UP THE CHANNEL BANKS TO AN ELEVATION ONE FOOT ABOVE THE MAXIMUM TAILWATER DEPTH OR THE TOP OF THE BANK (WHICHEVER IS LESS). IF THE PIPE DISCHARGES ONTO A FLAT AREA WITH NO DEFINED CHANNEL, THE WIDTH OF THE APRON SHALL BE DETERMINED AS FOLLOWS: A. THE UPSTREAM END OF THE APRON, ADJACENT TO THE PIPE, SHALL HAVE A WIDTH THREE TIMES THE DIAMETER OF THE OUTLET PIPE. B. FOR A MINIMUM TAILWATER CONDITION, THE DOWNSTREAM END OF THE APRON SHALL HAVE A WIDTH EQUAL TO THE PIPE DIAMETER PLUS THE LENGTH OF THE APRON. C. FOR A MAXIMUM TAILWATER CONDITION, THE DOWNSTREAM END SHALL HAVE A WIDTH EQUAL TO THE PIPE DIAMETER PLUS 0.4 TIMES THE LENGTH OF THE APRON 4. BOTTOM GRADE: THE APRON SHALL BE CONSTRUCTED WITH NO SLOPE ALONG ITS LENGTH (0.0% GRADE). THE INVERT ELEVATION OF THE DOWNSTREAM END OF THE APRON SHALL BE EQUAL TO THE ELEVATION OF THE INVERT OF THE RECEIVING CHANNEL. THERE SHALL BE NO OVERFALL AT THE END OF THE APRON. 5. SIDE SLOPES: IF THE PIPE DISCHARGES INTO A WELL DEFINED CHANNEL, THE SIDE SLOPES OF THE CHANNEL SHALL NOT BE STEEPER THAN 2:1 (HORIZONTAL: VERTICAL). 6. ALIGNMENT. THE APRON SHALL BE LOCATED SO THERE ARE NOT BENDS IN THE HORIZONTAL ALIGNMENT. 7. MATERIALS: THE APRON MAY BE LINED WITH RIPRAP, GROUTED RIPRAP, CONCRETE, OR GABION BASKETS. THE MEDIAN SIZED STONE FOR RIPRAP SHALL BE DETERMINED FROM THE CURVES IN APPENDIX 3.18-A (PLATES 3.18-3 AND 3.18-4) ACCORDING TO THE TAILWATER CONDITION. THE GRADATION, QUALITY AND PLACE- MENT OF RIPRAP SHALL CONFORM TO STD. & SPEC. 3.19, RIPRAP. 8. FILTER CLOTH: IN ALL CASES, FILTER CLOTH SHALL BE PLACED BETWEEN THE RIPRAP AND THE UNDERLYING SOIL TO PREVENT SOIL MOVEMENT INTO AND THROUGH THE RIPRAP. THE MATERIAL MUST MEET OR EXCEED THE PHYSICAL PROPERTIES FOR FILTER CLOTH FOUND IN STD. & SPEC. 3.19, RIPRAP. SEE PLATE 3.18-1 FOR ORIENTATION DETAILS. PAVED CHANNEL OUTLETS (SEE PLATE 3.18-2) 1. THE FLOW VELOCITY AT THE OUTLET OF PAVED CHANNELS FLOWING AT DESIGN CAPACITY MUST NOT EXCEED THE PERMISSIBLE VELOCITY OF THE RECEIVING CHANNEL (SEE TABLES 3.18-A AND 3.18-B) 2. THE END OF THE PAVED CHANNEL SHALL MERGE SMOOTHLY WITH THE RECEIVING CHNNEL SECTION. THERE SHALL BENO OVERFALL AT THE END OF THE PAVED SECTION. WHERE THE BOTTOM WIDTH OF THE PAVED CHANNEL IS NARROWER THAN THE BOTTOM WIDTH OF THE RECEIVING CHANNEL, A TRANSITION SECTION SHALL BE PROVIDED THE MAXIMUM SIDE DIVERGENCE OF THE TRANSITION SHALL BE 1 IN 3F WHERE; F = WHERE, F = FROUDE NUMBER V = VELOCITY AT BEGINNING OF TRANSITION (FT./SEC.) d = DEPTH OF FLOW AT BEGINNING OF TRANSITION (FT.) g = 32.2 FT./SEC. 3. BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT AT THE TRANSITION ARE NOT ALLOWED UNLESS THE FROUDE NUMBER (F) IS 1.0 OR LESS, OR THE SECTION IS SPECIFICALLY DESIGNED FOR TURBULENT FLOW. V gd OUTLET PROTECTION STD & SPEC 3.18 OP VIRGINIA E&S SEDIMENT BASIN STD & SPEC 3.14 SB DEFINITION A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSSS A DRAINAGEWAY. PURPOSE TO DETAIN SEDIMENT-LADEN RUNOFF IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. CONSTRUCTION SPECIFICATIONS 1. THE AREA UNDER THE EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIP- PED OF ANY VEGETATION AND ROOT MAT. 2. FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION, ORGANIC MATERIAL, LARGE STONES, AND OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHOULD BE COMPACTED IN 6-INCH LAYERS BY TRAVERSING WITH CONSTRUCTION EQUIPMENT. 3. THE EARTHERN EMBANKMENT SHALL BE SEEDED WITH TEMPORARY OR PERMANENT VEGETATION (SEE STD.& SPEC.'S 3.31 AND 3.32) IMMEDIATELY AFTER INSTALLATION. 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED. 5. THE STRUCTURE SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE UPSLOPE DRAINAGE AREA HAS BEEN STABILIZED. 6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER (EXCEPT FOR EXCAVATED, WET STORAGE AREA WHICH MAY BE AT A MINIMUM 1:1 GRADE). MAINTENANCE 1. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVAL FROM THE BASIN SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. 2. THE EMERGENCY SPILLWAY SHALL BE CHECKED REGULARLY TO ENSURE THAT ITS LINING IS WELL ESTABLISHED AND EROSION-RESISTANT. 3. THE STRUCTURE SHOULD BE CHECKED REGULARY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. THE HEIGHT OF THE STONE OUTLET SHOULD BE CHECKED TO ENSURE THAT ITS CENTER IS AT LEAST 1 FOOT BELOW THE TOP OF THE EMBANKMENT. TEMPORARY 14 14 CONCRETE ANTI-SEEP COLLAR DETAIL SCALE: NTS 2' MIN 2' MIN O.D. (SEE IND. POND DETAIL SHEET) SEE INDIVIDUAL POND DETAIL SHEET 4" MINIMUM #4 REBAR (TYPICAL EACH FACE) POURED IN PLACE CONCRETE COLLAR 2' MIN2' MINO.D. (SEE IND. POND DETAIL SHEET) NOTE: CONCRETE SHALL BE 3000 PSI @ 28 DAYS REINFORCING STEEL, ASTM A615, GRADE 60: FY- 60,000 PSI SEE INDIVIDUAL POND DETAIL SHEET 2 TO 3" OF WASHED STONE BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_D D-2 EROSION CONTROL DETAILSPLANTING DATES SPECIES TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" TEMPORARY SEEDING STD & SPEC 3.31 TS PURPOSES 1. TO REDUCE EROSION AND SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 30 DAYS. 2. TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. SPECIFICATIONS PRIOR TO SEEDING, INSTALL NECESSARY EROSION CONTROL PRACTICES SUCH AS DIKES, WATERWAYS, AND BASINS. PLANT SELECTION SELECT PLANTS APPROPRIATE TO THE SEASON AND SITE CONDITIONS FROM TABLE 3.31-B AND 3.31-C. NOTE THAT TABLE 3.31-B PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE CONDITIONS; TABLE 3.31-C PRESENTS MORE IN-DEPTH INFORMATION ON THE PLANT MATERIALS. SEEDBED PREPARATION TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO GERMINATE AND GROW, SEEDBED PREPARATION IS ESSENTIAL. 1. LIMING: AN EVALUTION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY FOR TEMPORARY SEEDING. IN MOST SOILS, IT TAKES UP TO 6 MONTHS FOR pH ADJUSTMENTS TO OCCUR FOLLOWING THE APPLICATION OF LIME. THEREFORE, IT MAY BE DIFFICULT TO JUSTIFY THE COST OF LIMING A TEMPORARY SITE, ESPECIALLY WHEN THE SOIL WILL LATER BE MOVED AND REGRADED. THE FOLLOWING TABLE MAY BE USED TO DETERMINE THE ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RATES. 2. FERTILIZER: SHALL BE APPLIED AS 600 LBS./ACRE OF 10-20-10 (14 LBS. /1,000 SQ. FT.) OR EQUIVALENT NUTRIENTS. LIME AND FERTILIZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE. 3. SURFACE ROUGHENING: IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FUTHER ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR HARDENED, THE SOIL SURFACE SHALL BE LOOSENED BY DISCING, RAKING, HARROWING, OR OTHER ACCEPTABLE MEANS (SEE SURFACE ROUGHENING, STD. & SPEC. 3.29). 4. TRACKING: TRACKING WITH BULLDOZER CLEATS IS MOST EFFECTIVE ON SANDY SOILS. THIS PRACTICE OFTEN CAUSES UNDUE COMPACTION OF THE SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PLANT GROWTH AS EFFECTIVELY AS OTHER METHODS OF SURFACE ROUGHENING. SEEDING SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN ONE INCH DEEP. GRASSES AND LEGUMES SHALL BE PLANTED WITH NO LESS THAN 1/4" SOIL COVER. MULCHING 1. SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. & SPEC. 3.35, EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE. STRAW MULCH SHOULD BE USED DURING THESE PERIODS. 2. TEMPORARY SEEDINGS MADE UNDER FAVORABLE SOIL AND SITE CONDITIONS DURING OPTIMUM SPRING AND FALL SEEDING DATES MAY NOT REQUIRE MULCH. RE-SEEDING AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. TS RATE (lbs./acre) SEPT.1-FEB.15 FEB.16-APR.30 MAY1-AUG.31 50 - 100 60 - 100 50 50/50 MIX OF ANNUAL RYEGRASS LOLIUM MULTI-FLORUM & CEREAL (WINTER) RYE (SECALE CEREALE) ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) GERMAN MILLET (SETARIA ITALICA) TABLE 3.31-C TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SPECIS SEEDING RATE NORTH SOUTH PLANT CHARACTERISTICS a b ACRE 1000 ft 2 3/1 to 4/30 5/1 to 8/15 8/15 to 11/1 11/15 to 9/1 9/1 to 5/1 4/30 to 2/15 OATS(AVENA SATIVA) RYE(SECALE CEREALE) GERMAN MILLET(SETARIA ITALICA) ANNUAL RYEGRASS(LOLIUM MULTI-FLORUM) WEEPING LOVEGRASS(ERAGROSTIS CURVULA) KOREAN LESPEDEZA(LESPEDEZA STIPULACEA) 3 bu.(up to 100lbs.,not lessthan 50 lbs.) than 50 lbs.)lbs.,not less2 bu.(up to 110 50 lbs 60 lbs 15 lbs 25 lbs 2 lbs 2.5 lbs approx. 1 lb. 1.5 lbs 5.5 ozs. approx.1.5 lbs. X X - X - X - - X - X X - X - X - - X X - X - X - - X - X X - X - X - - Use spring varities (e.g., Noble) Use for late fall seedings,winter cover. Toleratescold and low moisture. Warm-season annual. Dies atfirst frost. May be added tosummer mixes. May be added in mixes. Willmow out of most stands. Warm-season perennial. Maybunch. Tolerates hot, dryslopes and acids, infertilesoils. May be added to mixes. Warm season annual legume. Tolerates acid soils. Maybe added to mixes. NOUTHERN PIEDMONT AND MOUNTAIN REGION. SEE PLATES 3.22-1 AND 3.22-2. SOUTHERN PIEDMONT AND COASTAL PLAIN. MAY BE USED AS A COVER CROP WITH SPRING SEEDING. MAY BE USED AS A COVER CROP FOR FALL SEEDING. MAY BE PLANTED BETWEEN THESE DATES. MAY NOT BE PLANTED BETWEEN THESE DATES. a b d c c c d X - SEEDING SCHEDULE NOTE: TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN ONE WEEK AND SUBJECT TO FURTHER DISTURBANCE. PERMANENT SEED MIX SHALL BE CHECKED FOR ADEQUACY ON JULY 15. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT. TEMPORARY SEEDING RECOMMENDATION for SUMMER (TO BE FOLLOWED BY PERMANENT FALL SEED MIX) SPECIES RATE (LB / ACRE) APR. 15 - AUG. 15GERMAN MILLET 40 SOIL AMENDMENTS APPLY 2,000 LB / ACRE GROUND AGRICULTURAL LIMESTONE and 750 LB / ACRE 10-10-10 FERTILIZER OR FOLLOW RECOMMENDATIONS OF SOIL TESTS. MULCH APPLY 4,000 LB / ACRE GRAIN STRAW OR EQUIVALENT COVER. ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL / ACRE. MAINTENANCE RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TEMPORARY SEEDING RECOMMENDATION for FALL (TO BE FOLLOWED BY PERMANENT FALL SEED MIX) SPECIES RATE (LB / ACRE) AUG. 15 - DEC. 15WINTER RYE (GRAIN) 120 SOIL AMENDMENTS APPLY 2,000 LB / ACRE GROUND AGRICULTURAL LIMESTONE and 1,000 LB/ACRE 10-10-10 FERTILZER OR FOLLOW RECOMMENDED SOIL TESTS. MULCH APPLY 4,000 LB / ACRE GRAIN STRAW OR EQUIVALENT COVER. ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL / ACRE. MAINTENANCE REPAIR AND RE-FERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB / ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB / ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. TEMPORARY SEEDING RECOMMENDATION for LATE WINTER and EARLY SPRING (TO BE FOLLOWED BY PERMANENT FALL SEED MIX) SPECIES RATE (LB / ACRE) DEC. 1 - APR. 15 WINTER RYE (GRAIN) 120 ANNUAL KOBE LESPEDEZA 50 OMIT LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SOIL AMENDMENTS APPLY 2,000 LB / ACRE GROUND AGRICULTURAL LIMESTONE and 750 LB / ACRE 10-10-10 FERTILIZE OR FOLLOW RECOMMENDATIONS OF SOIL TESTS. MULCH APPLY 4,000 LB / ACRE GRAIN STRAW OR EQUIVALENT COVER. ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL / ACRE. MAINTENANCE RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. PERMANENT SPRING SEED MIX SPECIES RATE (LB / ACRE) MARCH 1 - JULY 1 COMMON BERMUDA 30 SERICEA LESPEDEZA 30 PERMANENT SPRING SEED MIX SPECIES RATE (LB / ACRE) SEPT. 1 - NOV. 1 COMMON BERMUDA 30 SERICEA LESPEDEZA (UNSCARIFIED) 30 KOBE LESPEDEZA 10 WATER MINIMUM OF 1 INCH OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR SHALL SUPPLY THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN ESTABLISHED. SEED BED PREPARATION 1. RIP THE ENTIRE AREA TO 6 INCH DEPTH. 2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 3. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE IN ACCORDANCE WITH "SEEDING SCHEDULE" AND MIX WITH SOIL. 4. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEED BED IS PREPARED 4 TO 6 INCHES DEEP. 5. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. SEED ACCORDING TO "SEEDING SCHEDULE". 6. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING. 7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING SCHEDULE". MAKE NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE, OR THE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING REQUIREMENTS. EROSION CONTROL SEQUENCE & SEEDING NOTES NOT TO SCALE INLET PROTECTION CULVERT STD & SPEC 3.08 CIP GENERAL GUIDELINES (ALL TYPES) CONSTRUCTION SPECIFICATIONS MAINTENANCE 1. THE INLET PROTECTION DEVICE SHALL BE CONSTRUCTED IN A MANNER THAT WILL FACILITATE CLEAN-OUT AND DISPOSAL OF TRAPPED SEDIMENT AND MINIMIZE INTERFERENCE WITH CONSTRUCTION ACTIVITIES. 2. THE INLET PROTECTION DEVICES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT ANY RESULTANT PONDING OF STORMWATER WILL NOT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT AREAS OR STRUCTURES. 3. DESIGN CRITERIA MORE SPECIFIC TO EACH PARTICULAR INLET PROTECTION DEVICE WILL BE FOUND IN PLATES 3.08-1 THROUGH 3.08-2. 1. SILT FENCE CULVERT INLET PROTECTION A. THE HEIGHT OF THE SILT FENCE (IN FRONT OF THE CULVERT OPENING) SHALL BE A MINIMUM OF 16 INCHES AND SHALL NOT EXCEED 34 INCHES. B. EXTRA STRENGTH FILTER FABRIC WITH A MAXIMUM SPACING OF STAKES OF 3 FEET SHALL BE USED TO CONSTRUCT THE MEASURE. C. THE PLACEMENT OF SILT FENCE SHOULD BE APPROXIMATELY 6 FEET FROM THE CULVERT IN THE DIRECTION OF INCOMING FLOW, CREATING A "HORSESHOE" SHAPE AS SHOWN IN PLATE 3.08-1. D. IF SILT FENCE CANNOT BE INSTALLED PROPERLY OR THE FLOW AND/OR VELOCITY OF FLOW TO THE CULVERT PROTECTION IS EXCESSIVE AND MAY BREACH THE STRUCTURE, THE STONE COMBINATION NOTED IN PLATE 3.08-1 SHOULD BE UTILIZED. 1. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 2. AGGREGATE SHALL BE REPLACED OR CLEANED WHEN INSPECTION REVEALS THAT CLOGGED VOIDS ARE CAUSING PONDING PROBLEMS WHICH INTERFERE WITH ON-SITE CONSTRUCTION. 3. SEDIMENT SHALL BE REMOVED AND THE IMPOUNDMENT RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. 4. TEMPORARY STRUCTURES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. CLASS I RIPRAP PROTECTION SILT FENCE CULVERT INLET PROTECTION OPTIONAL STONE COMBINATION** CULVERT * ENDWALLTOE OF FILL FLOWTOE OF FILL SILT FENCE FLOW DISTANCE IS 6' MIN. IF FLOW IS TOWARD EMBANKMENT * ** VDOT #3, #357 OR #5 COARSE AGGREGATE TO REPLACE SILT FENCE IN "HORSESHOE" WHEN HIGH VELOCITY OF FLOW IS EXPECTED (DA> 1 AC) FLOW 2:11.5'1.0' 2.5' ALL TEMPORARY DIVERSIONS SHALL BE LINED WITH NAG S150 OR EQUIVALENT IN ACCORDANCE WITH THE DETAILS ON SHEET D-2. ALL SLOPES 3:1 OR GREATER SHALL BE MATTED WITH NAG S150 OR GREATER IN ACCORDANCE WITH THE DETAILS ON SHEET D-2. ALL PERMANENT DITCHES WILL BE LINED WITH THE MATTING SHOWN ON THE DITCH/SWALE SCHEDULE ON THE GRADING SHEETS. BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_D D-3 EROSION CONTROL DETAILS CONSTRUCTION SPECIFICATIONS MATERIALS 1. SYNTHETIC FILTER FABRIC SHALL BE A PREVIOUS SHEET OF PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARN AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS NOTED IN TABLE 3.05-B. 2. SYNTHETIC FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIERS TO PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0° F TO 120° F. 3. IF WOODEN STAKES ARE UTILIZED FOR SILT FENCE CONSTRUCTION, THEY MUST HAVE A DIAMETER OF 2 INCHES WHEN OAK IS USED AND 4 INCHES WHEN PINE IS USED. WOODEN STAKES MUST HAVE A MINIMUM LENGTH OF 5 FEET. 4. IF STEEL POSTS (STANDARD "U" OR "T" SECTION) ARE UTILIZED FOR SILT FENCE CONSTRUCTION, THEY MUST HAVE A MINIMUM WEIGHT OF 1.33 POUNDS PER LINEAR FOOT AND SHALL HAVE A MINIMUM LENGTH OF 5 FEET. 5. WIRE FENCE REINFORCEMENT FOR SILT FENCES USING STANDARD-STRENGTH FILTER CLOTH SHALL BE A MINIMUM OF 14 GAUGE AND SHALL HAVE A MAXIMUM MESH SPACING OF 6 INCHES. INSTALLATION 1. THE HEIGHT OF A SILT FENCE SHALL BE A MINIMUM OF 16 INCHES ABOVE THE ORIGINAL GROUND SURFACE AND SHALL NOT EXCEED 34 INCHES ABOVE GROUND ELEVATION. 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE UNAVOIDABLE, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY SEALED. 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4-INCHES WIDE AND 4-INCHES DEEP ON THE UPSLOPE SIDE OF THE PROPOSED LOCATION OF THE MEASURE. 4. WHEN WIRE SUPPORT IS USED, STANDARD-STRENGTH FILTER CLOTH MAY BE USED. POSTS FOR THIS TYPE OF INSTALLATION SHALL BE PLACED A MAXIMUM OF 10-FEET APART (SEE PLATE 3.05-1). THE WIRE MESH FENCE MUST BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF TWO INCHES AND SHALL NOT EXTEND MORE THAN 34-INCHES ABOVE THE ORIGINAL GROUND SURFACE. THE STANDARD-STRENGTH FABRIC SHALL BE STAPLED OR WIRED TO THE WIRE FENCE, AND 8-INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 5. WHEN WIRE SUPPORT IS NOT USED, EXTRA-STRENGTH FILTER CLOTH SHALL BE USED. POSTS FOR THIS TYPE OF FABRIC SHALL BE PLACED A MAXIMUM OF 6-FEET APART (SEE PLATE 3.05-2). THE FILTER FABRIC SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING ONE INCH LONG (MINIMUM) HEVY-DUTY WIRE STAPLES OR TIE WIRES AND EIGHT INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. THIS METHOD OF INSTALLATION HAS BEEN FOUND TO BE MORE COMMONPLACE THAN #4. 6. IF A SILT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SWALE, THE MEASURE MUST BE OF SUFFICIENT LENGTH TO ELIMINATE ENDFLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC OR HORSESHOE WITH THE ENDS ORIENTED UPSLOPE (SEE PLATE 3.05-2). EXTRA-STRENGTH FILTER FABRIC SHALL BE USED FOR THIS APPLICATION WITH A MAXIMUM 3-FOOT SPACING OF POSTS. ALL OTHER INSTALLATION REQUIREMENTS NOTED IN #5 APPLY. 7. THE 4-INCH BY 4-INCH TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 8. SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. MAINTENANCE 1. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. 3. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 4. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 5. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. PHYSICAL PROPERTY FILTERING EFFICIENCY TENSILE STRENGTH AT 20%(MAX.) ELONGATION* FLOW RATE ULTRAVIOLET RADITION STABILITY % * REQUIREMENTS REDUCED BY 50% AFTER SIX MONTHS OF INSTALLATION. ASTM 5141 VTM-52 ASTM 5141 ASTM-G-26 75% (MINIMUM) EXTRA STRENGTH 50 LBS./LINEAR INCH (MINIMUM) STANDARD STRENGTH- 30 LBS./LINEAR INCH (MINIMUM) 0.20 GAL.SQ.FT./ MINUTE (MINIMUM) 90% (MINIMUM) TEST REQUIREMENTS TABLE 3.05-B PHYSICAL PROPERTIES OF FILTER FABRIC IN SILT FENCE SILT FENCE STD & SPEC 3.05 SFX X X X VIRGINIA EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS 1.PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROWS AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5.STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. a. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. b. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZATION MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERATIONAL DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12.WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NON-ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE IF ARMORED BY NON-ERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON-ERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTIES. d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 17.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING, OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES. 18.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE. CLASS I RIP RAP 18" THICK COURSE AGGREGATE FILTER FABRIC MAINTENANCE: 1. RIPRAP SHOULD BE CHECKED AT LEAST ANNUALLY AND AFTER EVERY MAJOR STORM FOR DISPLACED STONES, SLUMPING, AND EROSION AT EDGES, ESPECIALLY DOWNSTREAM OR DOWNSLOPE. IF THE RIPRAP HAS BEEN DAMAGED, IT SHOULD BE REPAIRED IMMEDIATELY BEFORE FURTHER DAMAGE CAN TAKE PLACE. 2. WOODY VEGETATION SHOULD BE REMOVED FROM THE ROCK RIPRAP ANNUALLY BECAUSE TREE ROOTS WILL EVENTUALLY DISLODGE THE RIPRAP. 3. IF THE RIPRAP IS ON A CHANNEL BANK, THE STREAM SHOULD BE KEPT CLEAR OF OBSTRUCTIONS SUCH AS FALLEN TREES, DEBRIS, AND SEDIMENT BARS THAT MAY CHANGE FLOW PATTERNS, WHICH COULD DAMAGE OR DISPLACE THE RIPRAP DEPTH DETERMINED BY DIVERSION DITCH SCHEDULE VARIABLE SEDIMENT TRAP STD & SPEC 3.13 ST DEFINITION A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET. PURPOSE TO DETAIN SEDIMENT-LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. CONSTRUCTION SPECIFICATIONS 1. THE AREA UNDER THE EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIP- PED OF ANY VEGETATION AND ROOT MAT. 2. FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION, ORGANIC MATERIAL, LARGE STONES, AND OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHOULD BE COMPACTED IN 6-INCH LAYERS BY TRAVERSING WITH CONSTRUCTION EQUIPMENT. 3. THE EARTHERN EMBANKMENT SHALL BE SEEDED WITH TEMPORARY OR PERMANENT VEGETATION (SEE STD.& SPEC.'S 3.31 AND 3.32) IMMEDIATELY AFTER INSTALLATION. 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED. 5. THE STRUCTURE SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE UPSLOPE DRAINAGE AREA HAS BEEN STABILIZED. 6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER (EXCEPT FOR EXCAVATED, WET STORAGE AREA WHICH MAY BE AT A MINIMUM 1:1 GRADE). MAINTENANCE 1. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVAL FROM THE BASIN SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. 2. FILTER STONE SHALL BE REGULARLY CHECKED TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR REPLACED. 3. THE STRUCTURE SHOULD BE CHECKED REGULARY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. THE HEIGHT OF THE STONE OUTLET SHOULD BE CHECKED TO ENSURE THAT ITS CENTER IS AT LEAST 1 FOOT BELOW THE TOP OF THE EMBANKMENT. TEMPORARY KARST AREA REMEDIATION (WHERE ENCOUNTERED PER GEOTECHNICAL ENGINEER AND AT THE SUPERVISION OF GEOTECHNICAL ENGINERR) LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDSF SF SF SF SF SFSF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSF798799800801802 802 801 800 799 806 805 80 4 8 0 2 800802802805 804 799 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4A SEDIMENT BASIN DETAILSTRAP 1ATRAP BOTTOM - 799' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 1A (DRAINAGE AREA- 2.02 AC) NTS DRY STORAGE (801') TOE OF DAM 799' WET STORAGE (800') NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION 3:1 SIDE SLOPES 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 803' SEDIMENT TRAP - TRAP 1A (DRAINAGE AREA- 2.02 AC) NTS MIN. SPILLWAY LENGTH - 12' LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH CD CHECK DAM ST MIN. SPILLWAY LENGTH - 11' 3:1 SIDE SLOPES BM DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND CONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4B SEDIMENT BASIN DETAILSPOND 1BCONTRACTOR SHALL INSTALL 20' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 8' WIDE TO 28' WIDE. 4' CIRCULAR RISER (SEE DETAILS) (1) ANTI-SEEP COLLAR 6.2' x 6.2' CONCRETE MIN 4" THICK 3:1 SIDE SLOPES SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER 3:1 SIDE SLOPES INV=791.5' CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND BMP MAINTENANCE ROUTE 38' EMERGENCY SPILLWAY- 796 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP TEMPORARY SEDIMENT BASIN - BASIN 1B (DRAINAGE AREA- 27.66 AC) SCALE: 1"=30' TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 1B NOT TO SCALE DAM ELEV: 797.5' SLOPE 3:1 POND BOTTOM- 792' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 1B (DRAINAGE AREA- 27.66 AC) NTS RISER SPILLWAY: 795' INV OUT 791.5'40' - 30" @ 1.25% TOE OF DAM 792' POND RISER STRUCTURE EMERGENCY SPILLWAY: 796' (2) 6" HOLE W/ DEWATERING DEVICE (793.5') LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCHNOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (792.5') CD CHECK DAM SB BM 40' - 30" HDPE @ 1.25% DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. 100 YEAR STORM- (796.97') 25 YEAR STORM (796') LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 797.50 797.50797796795794793792 792793794795796797792793794795797796798799800801792793794795796797 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4C SEDIMENT BASIN DETAILSBASIN 1CCONTRACTOR SHALL INSTALL 47' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 8' WIDE TO 29' WIDE. 3' CIRCULAR RISER (SEE DETAILS) 50'- 30" HDPE @ 2% (1) ANTI-SEEP COLLAR 6.2' x 6.2' CONCRETE MIN 4" THICK 3:1 SIDE SLOPES SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER 3:1 SIDE SLOPES INV=791' BMP MAINTENANCE ROUTE 40' EMERGENCY SPILLWAY- 796 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP TEMPORARY SEDIMENT BASIN - BASIN 1C (DRAINAGE AREA 29.49 AC) SCALE: 1"=30' 3:1 SIDE SLOPES TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 1C NOT TO SCALE DAM ELEV: 797.5' SLOPE 3:1 POND BOTTOM- 792' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 1C (DRAINAGE AREA- 29.49 AC) NTS RISER SPILLWAY: 795' 25 YEAR STORM (796.5') INV OUT 791'50' - 30" @ 2.0% TOE OF DAM 792' POND RISER STRUCTURE EMERGENCY SPILLWAY: 796' (2) 6" HOLE W/ DEWATERING DEVICE (793.5') LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCHNOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CUTOFF TRENCH AT CENTERLINE OF DAM CLEANOUT ELEVATION (792.5') CD CHECK DAM SB BM BM DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. DD DD CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND 100 YEAR STORM (796.97') LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD S F S F S F SFSF SF SF SF SF SFSFSFSF805806807808809 809808807806805 805 807 809 LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFS F S F SF SF SF SF SF SF806807808809810811812812.50812.50812811810809808807806818 815 813 810 808 806 826825823820817815812 810 808 806 807 810 812 812.50 812.50 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4D SEDIMENT BASIN DETAILSTRAP 1D & BASIN 1ECONTRACTOR SHALL INSTALL 20' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 6' WIDE TO 22' WIDE. 4' CIRCULAR RISER (SEE DETAILS) (1) ANTI-SEEP COLLAR 6.2' x 6.2' CONCRETE MIN 4" THICK 3:1 SIDE SLOPES SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER 3:1 SIDE SLOPES INV=805' 32' EMERGENCY SPILLWAY - 811' TO BE ARMORED WITH VDOT CLASS 1 RIP RAP TEMPORARY SEDIMENT TRAP - TRAP 1D (DRAINAGE AREA- 2.55 AC) SCALE: 1"=30' TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 1E NOT TO SCALE DAM ELEV: 812.5' SLOPE 3:1 POND BOTTOM - 806' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 1E (DRAINAGE AREA- 23.26 AC) NTS RISER SPILLWAY: 810' 25 YEAR STORM (811.5') INV OUT 805'50' - 24" @ 2.0% TOE OF DAM 806' POND RISER STRUCTURE EMERGENCY SPILLWAY: 811' 6" HOLE W/ DEWATERING DEVICE (808') LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (807') CD CHECK DAM ST BM TEMPORARY SEDIMENT BASIN - BASIN 1E (DRAINAGE AREA- 23.26 AC) SCALE: 1"=30' SB BM BM BM SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER (1) 110' BAFFLE 50'- 24" HDPE @ 2% TRAP BOTTOM - 805' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 1D (DRAINAGE AREA- 2.55 AC) NTS DRY STORAGE (808') TOE OF DAM 806'WET STORAGE (807') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 809' MIN. SPILLWAY LENGTH - 15.3' MIN. SPILLWAY LENGTH - 15.3' DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL 32' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 15' WIDE TO 37' WIDE.CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND DD DD 100 YEAR STORM (812.08') LDLDLDLDLDLD LD LD LD LD LD LD L D LDLDLDLD814 801802803804805806807808809810811812813814 810 811 812 813 815 817 820 822 8148 1 4 8 1 5 810 811 812 813 814 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4E SEDIMENT BASIN DETAILSTRAP 1F3:1 SIDE SLOPES SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER 3:1 SIDE SLOPES TEMPORARY SEDIMENT TRAP - TRAP 1F (DRAINAGE AREA- 2.76 AC) SCALE: 1"=30' LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM ST BM TRAP BOTTOM - 810' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 1F (DRAINAGE AREA- 2.76 AC) NTS DRY STORAGE (813') TOE OF DAM 801'WET STORAGE (812') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 814' MIN. SPILLWAY LENGTH - 16.56' MIN. SPILLWAY LENGTH - 16.56' DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND CONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND DD DD LDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF808 808 807 806 805804 803 802 801800 799798 797 803803804805806807808 808 810 808808796 798 800 8 0 3 805798 800 800 798 793 794 795 796 796795794793792 798796795794793 808 808 805 802 800 804BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4F SEDIMENT BASIN DETAILSBASIN 1G & TRAP 1HCONTRACTOR SHALL INSTALL 14' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 4' WIDE TO 16' WIDE. 4' CIRCULAR RISER (SEE DETAILS) (1) ANTI-SEEP COLLAR 5.4' x 5.4' CONCRETE MIN 4" THICK 3:1 SIDE SLOPES SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER 3:1 SIDE SLOPES INV=797' TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 1G NOT TO SCALE DAM ELEV: 808' POND BOTTOM - 803' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 1G (DRAINAGE AREA- 4.9 AC) NTS RISER SPILLWAY: 805.5' 25 YEAR STORM (805.98') INV OUT 797'50' - 15" @ 12.0% TOE OF DAM 797' POND RISER STRUCTURE 6" HOLE W/ DEWATERING DEVICE (804.5') LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (803.5') CD CHECK DAM ST BM 3:1 SLOPE TEMPORARY SEDIMENT BASIN - BASIN 1G (DRAINAGE AREA- 4.9 AC) & TRAP 1H (DRAINAGE AREA- 1.22 AC) SCALE: 1"=30' SB BM (3) 35' BAFFLES SPACED 15' APART 50'- 15" HDPE @ 12% BM 3:1 SIDE SLOPES 3:1 SIDE SLOPES BASIN 1G TRAP 1H TRAP BOTTOM - 793' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 1H (DRAINAGE AREA- 1.22 AC) NTS DRY STORAGE (796') TOE OF DAM 792'WET STORAGE (795') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 797' MIN. SPILLWAY LENGTH - 7.5' MIN. SPILLWAY LENGTH - 7.5' DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND CIP CONTRACTOR SHALL INSTALL 8' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 4' WIDE TO 10' WIDE. INV=796' INV=794' 70'- 15" HDPE @ 2.86% CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND 100 YEAR STORM (807.04') LDLDLDLDLD LD LD LD LD LD LD LD LDLDLDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF790 790789788787 789 788 787 786 785 790 789 788 787 786 785 790 790 789 788 787 7 8 6 785 LD LD LD LD LD LD LD LD LD LD LD LD LD L D LDLDLDLDLDLDLDLDLDLDLDSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF771 772773774775 776 777 778 778 777 776 775 774 773772 778778800 798 795 792 790 787 785 783 780 777 775 772 778778775772778 778 775 772 773775778BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4G SEDIMENT BASIN DETAILSBASIN 1I & 1JCONTRACTOR SHALL INSTALL 12' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 4' WIDE TO 14' WIDE. 3' CIRCULAR RISER (SEE DETAILS) (1) ANTI-SEEP COLLAR 4.5' x 4.5' CONCRETE MIN 4" THICK 3:1 SIDE SLOPES SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER 3:1 SIDE SLOPES INV=784' TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 1I NOT TO SCALE DAM ELEV: 790' POND BOTTOM - 785' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 1I (DRAINAGE AREA- 5.34 AC) NTS RISER SPILLWAY: 787.5' 25 YEAR STORM (789') INV OUT 784'50' - 15" @ 2.0% TOE OF DAM 785' POND RISER STRUCTURE 4" HOLE W/ DEWATERING DEVICE (786.5') LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (785.5') CD CHECK DAM BM 3:1 SLOPE TEMPORARY SEDIMENT BASIN - BASIN 1I (DRAINAGE AREA 5.34 AC) SCALE: 1"=30' SB 50'- 15" HDPE @ 2% TEMPORARY SEDIMENT BASIN - BASIN 1J (DRAINAGE AREA- 25.4 AC) SCALE: 1"=30' EMERGENCY SPILLWAY: 788.5' 8' EMERGENCY SPILLWAY- 788.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP OP CONTRACTOR SHALL INSTALL 22' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 6' WIDE TO 24' WIDE. OP SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER BM SB BM 3:1 SIDE SLOPES 3:1 SIDE SLOPES 3:1 SIDE SLOPES 4' CIRCULAR RISER (SEE DETAILS) (1) ANTI-SEEP COLLAR 6' x 6' CONCRETE MIN 4" THICK INV=771' 50'- 24" HDPE @ 2% TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 1J NOT TO SCALE DAM ELEV: 778' POND BOTTOM - 772' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 1J (DRAINAGE AREA- 25.4 AC) NTS RISER SPILLWAY: 775' 25 YEAR STORM (777') INV OUT 771'50' - 24" @ 2.0% TOE OF DAM 772' POND RISER STRUCTURE (2) 5" HOLE W/ DEWATERING DEVICE (773.5') CLEANOUT ELEVATION (772.5') 3:1 SLOPE EMERGENCY SPILLWAY: 776.5' 30' EMERGENCY SPILLWAY- 776.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND DD DD 100 YEAR STORM (789.14') 100 YEAR STORM (777.45') LD LDLDLDLDLDLDLD LD LD LD LD L D LDLDL D LDL D L DSFSFSFSFSFSFSFS F SF SF SF SF S F 828 827 826 825 824 823 822 821 820 819 818 817 816 811 813 815 817 819 821 821 816 821821820818816817816818820820 818 LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSF SF SF SF SFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSFSFSFSFSFSFSF781 780 779 778779780781782783783782781780780 782781.50782 784 785 787 790 792 794 783 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4H SEDIMENT BASIN DETAILSBASIN 1K & 1LCONTRACTOR SHALL INSTALL 12' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 4' WIDE TO 14' WIDE. 3' CIRCULAR RISER (SEE DETAILS) (1) ANTI-SEEP COLLAR 4.5' x 4.5' CONCRETE MIN 4" THICK 3:1 SIDE SLOPES SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=810' TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 1K NOT TO SCALE DAM ELEV: 821' POND BOTTOM - 816' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 1K (DRAINAGE AREA- 5.7 AC) NTS RISER SPILLWAY: 818.5' 25 YEAR STORM (820') INV OUT 810'60' - 15" @ 10.0% TOE OF DAM 811' POND RISER STRUCTURE 4" HOLE W/ DEWATERING DEVICE (817.5') LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (816.5') CD CHECK DAM BM 3:1 SLOPE TEMPORARY SEDIMENT BASIN - BASIN 1K (DRAINAGE AREA- 5.7 AC) SCALE: 1"=30' SB 60'- 15" HDPE @ 10% TEMPORARY SEDIMENT BASIN - BASIN 1L (DRAINAGE AREA 7.47 AC) SCALE: 1"=30' EMERGENCY SPILLWAY: 819.5' 8' EMERGENCY SPILLWAY- 819.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP OP CONTRACTOR SHALL INSTALL 12' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 5' WIDE TO 14' WIDE. OP SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER BM SB BM 3:1 SIDE SLOPES 3:1 SIDE SLOPES 3:1 SIDE SLOPES 3' CIRCULAR RISER (SEE DETAILS) (1) ANTI-SEEP COLLAR 5' x 5' CONCRETE MIN 4" THICK INV=779' 40'- 18" HDPE @ 2.5% TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 1L NOT TO SCALE DAM ELEV: 785' POND BOTTOM - 780' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 1L (DRAINAGE AREA- 7.47 AC) NTS RISER SPILLWAY: 782.5' 25 YEAR STORM (784') INV OUT 779'40' - 18" @ 2.5% TOE OF DAM 779' POND RISER STRUCTURE 4" HOLE W/ DEWATERING DEVICE (781.5') CLEANOUT ELEVATION (780.5') 3:1 SLOPE EMERGENCY SPILLWAY: 783.5' 12' EMERGENCY SPILLWAY- 783.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP BM3:1 SIDE SLOPES (1) 80' BAFFLE 100'- 18" HDPE @ 1% INV=780.5'INV=781.5' BM 3:1 SIDE SLOPES DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CIP CONTRACTOR SHALL INSTALL 12' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 5' WIDE TO 14' WIDE. CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND 100 YEAR STORM (820.3') 100 YEAR STORM (784.26') LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF779 780 781782 783 785 785 783 782 781 780 779.50 788783780779.50779.50781783785BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4I SEDIMENT BASIN DETAILSBASIN 1MTEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 1M NOT TO SCALE DAM ELEV: 785' POND BOTTOM - 779.5' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 1M (DRAINAGE AREA- 34.8 AC) NTS RISER SPILLWAY: 782.5' 25 YEAR STORM (784') INV OUT 779'40' - 30" @ 1.25% TOE OF DAM 811' POND RISER STRUCTURE (2) 6" HOLE W/ DEWATERING DEVICE (781') LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (780') CD CHECK DAM 3:1 SLOPE TEMPORARY SEDIMENT BASIN - BASIN 1M (DRAINAGE AREA- 34.8 AC) SCALE: 1"=30' EMERGENCY SPILLWAY: 783.5' CONTRACTOR SHALL INSTALL 22' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 8' WIDE TO 25' WIDE. OP SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER BM BM3:1 SIDE SLOPES 3:1 SIDE SLOPES 3:1 SIDE SLOPES 5' CIRCULAR RISER (SEE DETAILS)(1) ANTI-SEEP COLLAR 5' x 5' CONCRETE MIN 4" THICK 40'- 30" HDPE @ 1.25% 40' EMERGENCY SPILLWAY- 783.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP INV=779' BM SB (1) 170' BAFFLE DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND 100 YEAR STORM (784.53') LD LDLDLDLD LD LD LD LD LD LD LD LD LD LD LDLDLD LD LD LD LDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF823824825826827828 828 827 826 825 824 823 828 827 826 825 824 823 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4J SEDIMENT BASIN DETAILSBASIN 1NTEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 1N NOT TO SCALE DAM ELEV: 828' POND BOTTOM - 823' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 1N (DRAINAGE AREA- 7.75 AC) NTS RISER SPILLWAY: 825.5' 25 YEAR STORM (827') INV OUT 822'40' - 18" @ 2.5% TOE OF DAM 823' POND RISER STRUCTURE 4" HOLE W/ DEWATERING DEVICE (824.5') INV=822' BM LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (823.5') CD CHECK DAM 3:1 SLOPE TEMPORARY SEDIMENT BASIN - BASIN 1N (DRAINAGE AREA- 7.75 AC) SCALE: 1"=30' EMERGENCY SPILLWAY: 826.5' CONTRACTOR SHALL INSTALL 22' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 8' WIDE TO 25' WIDE. OP SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER BM 3:1 SIDE SLOPES 3:1 SIDE SLOPES 3' CIRCULAR RISER (SEE DETAILS) (1) ANTI-SEEP COLLAR 4' x 4' CONCRETE MIN 4" THICK 40'- 18" HDPE @ 2.5% 12' EMERGENCY SPILLWAY- 826.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP SB DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. 100 YEAR STORM (827.19') LDLD LD LD LD LD LD LD LD LD LD LD LDLDLD LDLDLDLDLDLDLDLDLDLDLDLDLDSF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF 815 814 81 3 81781781681581481381281 4 815 817 817815 812 812815817817 815 812 815 813 810 810 811813815815BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4K SEDIMENT BASIN DETAILSBASIN 1-1ATEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 1-1A NOT TO SCALE DAM ELEV: 817' POND BOTTOM - 812' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 1-1A (DRAINAGE AREA- 10.2 AC) NTS RISER SPILLWAY: 814.5' 25 YEAR STORM (816') INV OUT 810'70' - 18" @ 2.86% TOE OF DAM 813' POND RISER STRUCTURE 5" HOLE W/ DEWATERING DEVICE (813.5') INV=810' LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (812.5') CD CHECK DAM 3:1 SLOPE TEMPORARY SEDIMENT BASIN - BASIN 1-1A (DRAINAGE AREA- 10.2 AC) SCALE: 1"=30' EMERGENCY SPILLWAY: 815.5' CONTRACTOR SHALL INSTALL 18' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 5' WIDE TO 20' WIDE. OP SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER BM 3:1 SIDE SLOPES 3:1 SIDE SLOPES 3' CIRCULAR RISER (SEE DETAILS) (1) ANTI-SEEP COLLAR 4.25' x 4.25' CONCRETE MIN 4" THICK 70'- 18" HDPE @ 2.86% 14' EMERGENCY SPILLWAY- 815.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP SB (2) 75' BAFFLES SPACED 30' APART BM DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND 100 YEAR STORM (816.43') LDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSF SF815814813817 815815813810809808807808 809 810 811 812 813 814 815 815 814 813 812 811 810 809 809 810 811 812 813 814 815 810811813815815813811809815809810812BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4L SEDIMENT BASIN DETAILSBASIN 1-1BTEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 1-1B NOT TO SCALE DAM ELEV: 815.5' POND BOTTOM - 809' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 1-1B (DRAINAGE AREA- 54.6 AC) NTS RISER SPILLWAY: 812.5' 25 YEAR STORM (814.2') INV OUT 808'(2) 40' - 24" @ 2.5% TOE OF DAM 809' POND RISER STRUCTURE (TYP. OF 2) (1) 8" HOLE W/ DEWATERING DEVICE PER RISER (811') INV=808' LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (809.5') CD CHECK DAM 3:1 SLOPE TEMPORARY SEDIMENT BASIN - BASIN 1-1B (DRAINAGE AREA- 54.6 AC) SCALE: 1"=30' EMERGENCY SPILLWAY: 813.5' CONTRACTOR SHALL INSTALL 22' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 16' WIDE TO 34' WIDE. OP SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER BM 3:1 SIDE SLOPES 3:1 SIDE SLOPES (2) 4' CIRCULAR RISER (SEE DETAILS) (1) ANTI-SEEP COLLAR 5.75' x 5.75' PER PIPE CONCRETE MIN 4" THICK (2) 40'- 24" HDPE @ 2.5% 36' EMERGENCY SPILLWAY- 813.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP SB BM BM 815.5'815.5'815.5' 815.5' 815.5' 815.5' 815.5' DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. 100 YEAR STORM (814.98') LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL DSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSF SF SF SF 807810808807808 809 810 811 812 813 814 815 815 814 813 812 811 810 809 807810815815813810808808810812815808 809 810 811 812 813 814 815 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4M SEDIMENT BASIN DETAILSBASIN 1-1CTEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 1-1C NOT TO SCALE DAM ELEV: 815.5' POND BOTTOM - 808' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 1-1C (DRAINAGE AREA- 94 AC) NTS RISER SPILLWAY: 812.5' 25 YEAR STORM (814.4') INV OUT 807'(2) 50' - 30" @ 2% TOE OF DAM 808' POND RISER STRUCTURE (TYP. OF 2) (1) 8" HOLE W/ DEWATERING DEVICE PER RISER (810.5') INV=807' LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (809') CD CHECK DAM 3:1 SLOPE TEMPORARY SEDIMENT BASIN - BASIN 1-1C (DRAINAGE AREA- 94 AC) SCALE: 1"=30' EMERGENCY SPILLWAY: 813.5' CONTRACTOR SHALL INSTALL 24' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 16' WIDE TO 35' WIDE. OP SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER BM 3:1 SIDE SLOPES 3:1 SIDE SLOPES (2) 5' CIRCULAR RISER (SEE DETAILS) (1) ANTI-SEEP COLLAR 6.5' x 6.5' PER PIPE CONCRETE MIN 4" THICK (2) 50'- 30" HDPE @ 2% 28' EMERGENCY SPILLWAY- 813.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP SB BM BM (1) 160' BAFFLE 815.5' 815.5' 815.5' 815.5' 815.5'815.5'815.5'815.5' DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND 100 YEAR STORM (815.48') LDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSFSFSF834 836 836 834 834 836 LDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSF821822823824825826827832 830 831 831 830 829 828 827 829 830 828827826 824 825 827 830 832 835836 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4N SEDIMENT BASIN DETAILSTRAP 1-3A & 7C LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH CD CHECK DAM SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER BM 3:1 SIDE SLOPES ST NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION TRAP BOTTOM - 837' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 1-3A (DRAINAGE AREA- 1.05 AC) NTS DRY STORAGE (839') TOE OF DAM 831'WET STORAGE (838') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 840' MIN. SPILLWAY LENGTH - 6.3' TEMPORARY SEDIMENT TRAP - TRAP 1-3A (DRAINAGE AREA- 1.05 AC) SCALE: 1"=30' MIN. SPILLWAY LENGTH - 6.3' 3:1 SIDE SLOPES TRAP BOTTOM - 827' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 7C (DRAINAGE AREA- 0.67 AC) NTS DRY STORAGE (830') TOE OF DAM 825'WET STORAGE (829') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 831' MIN. SPILLWAY LENGTH - 4.3' TEMPORARY SEDIMENT TRAP - TRAP 7C (DRAINAGE AREA- 0.67 AC) SCALE: 1"=30' BM ST 3:1 SIDE SLOPES MIN. SPILLWAY LENGTH - 4.3' 3:1 SIDE SLOPES DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. LDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSF831832833834 834 833 832 831 LDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSF821 822 823 824 825 826 827 828 829 830 831 832 833 834 835 835 834 833 832 831 830 844 842 840 838 835 832 830 842840838835832830832 835 827826836838 840 841 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4O SEDIMENT BASIN DETAILSTRAP 6A - BASIN 7ATEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 7A NOT TO SCALE DAM ELEV: 835' POND BOTTOM - 830' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 7A (DRAINAGE AREA- 5.1 AC) NTS RISER SPILLWAY: 832.5' 25 YEAR STORM (834') INV OUT 820'70' - 15" @ 14.3% TOE OF DAM 821' POND RISER STRUCTURE 4" HOLE W/ DEWATERING DEVICE (831.5') INV=820' BM LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (830.5') CD CHECK DAM 3:1 SLOPE TEMPORARY SEDIMENT BASIN - BASIN 7A (DRAINAGE AREA- 5.1 AC) SCALE: 1"=30' EMERGENCY SPILLWAY: 833.5' CONTRACTOR SHALL INSTALL 12' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 4' WIDE TO 14' WIDE. OP SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER BM 3:1 SIDE SLOPES 3:1 SIDE SLOPES 3' CIRCULAR RISER (SEE DETAILS) (1) ANTI-SEEP COLLAR 6.25' x 6.25' CONCRETE MIN 4" THICK 70'- 15" HDPE @ 14.3% SB (2) 60' BAFFLES SPACED 20' APART BM TRAP BOTTOM - 831' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 6A NTS DRY STORAGE (834') TOE OF DAM 831' WET STORAGE (833') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 835' MIN. SPILLWAY LENGTH - 9.6' TEMPORARY SEDIMENT TRAP - TRAP 6A (DRAINAGE AREA- 1.6 AC) SCALE: 1"=30' ST 3:1 SIDE SLOPES MIN. SPILLWAY LENGTH - 9.6' BM 3:1 SIDE SLOPES 8' EMERGENCY SPILLWAY- 833.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND 100 YEAR STORM (834.16') LDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSFSFSFSF825826827828829830 830 829 828 827 826 825 825 827 830 833 835 838 840 841 LDLDLDLDLDLDLDLDS F S F S F SF SF SF 840 841 842 843 843 842 841840839 . 5 0 844 843 842 841 840 839.50 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4P SEDIMENT BASIN DETAILSTRAP 7B & 8A LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM TEMPORARY SEDIMENT TRAP - TRAP 8A (DRAINAGE AREA- 1.39 AC) SCALE: 1"=30' TRAP BOTTOM - 825' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 7B (DRAINAGE AREA- 2.42 AC) NTS DRY STORAGE (829') TOE OF DAM 828' WET STORAGE (828') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 830' MIN. SPILLWAY LENGTH - 14.6' TEMPORARY SEDIMENT TRAP - TRAP 7B (DRAINAGE AREA- 2.42 AC) SCALE: 1"=30' ST 3:1 SIDE SLOPES MIN. SPILLWAY LENGTH - 14.6' BM 3:1 SIDE SLOPES TRAP BOTTOM - 839.5' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 8A (DRAINAGE AREA- 1.39 AC) NTS DRY STORAGE (842') TOE OF DAM 841' WET STORAGE (841') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 843' MIN. SPILLWAY LENGTH - 8.4' ST 3:1 SIDE SLOPES 3:1 SIDE SLOPES MIN. SPILLWAY LENGTH - 8.4' SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. LDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSFSF833 834 835 832833834835 835 834 833 832 835 835 834 833 832 835 834 833 832 835 835 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4Q SEDIMENT BASIN DETAILSTRAP 11A & 11B LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM TRAP BOTTOM - 832' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 11A (DRAINAGE AREA- 2.98 AC) NTS DRY STORAGE (834') TOE OF DAM 833' WET STORAGE (833') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 835' MIN. SPILLWAY LENGTH - 18' TEMPORARY SEDIMENT TRAP - TRAP 11A (DRAINAGE AREA 2.98 AC) SCALE: 1"=30' ST 3:1 SIDE SLOPES MIN. SPILLWAY LENGTH - 18' BM 3:1 SIDE SLOPES 3:1 SIDE SLOPES TRAP BOTTOM - 832' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 11B (DRAINAGE AREA- 2.98 AC) NTS DRY STORAGE (834') TOE OF DAM 833' WET STORAGE (833') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 835' MIN. SPILLWAY LENGTH - 18' SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER ST TEMPORARY SEDIMENT TRAP - TRAP 11B (DRAINAGE AREA- 2.98 AC) SCALE: 1"=30' MIN. SPILLWAY LENGTH - 18' DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. LDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSF853 854 855 856 856855854853 85 6 855 853 LDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSFSF848849850 851 850 849 848 850 851 851 850 849 848 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4R SEDIMENT BASIN DETAILSTRAP 12A & 13A LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM TRAP BOTTOM - 853' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 12A (DRAINAGE AREA- 1.93 AC) NTS DRY STORAGE (855') TOE OF DAM 853' WET STORAGE (854') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 856' MIN. SPILLWAY LENGTH - 12' TEMPORARY SEDIMENT TRAP - TRAP 12A (DRAINAGE AREA- 1.93 AC) SCALE: 1"=30' ST 3:1 SIDE SLOPES MIN. SPILLWAY LENGTH - 12' BM 3:1 SIDE SLOPES 3:1 SIDE SLOPES TRAP BOTTOM - 848' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 13A (DRAINAGE AREA- 1.7 AC) NTS DRY STORAGE (850') TOE OF DAM 848' WET STORAGE (849') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 851' MIN. SPILLWAY LENGTH - 10.5' SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER ST TEMPORARY SEDIMENT TRAP - TRAP 13A (DRAINAGE AREA 1.7 AC) SCALE: 1"=30' MIN. SPILLWAY LENGTH - 10.5' BM DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. LDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDSF SF SF SF SF SF SF SF SF SF SF SF S F SFSFSFSFSFSFSFSFSF SF SF 802803804805806807808 808807806805804803802 801.50 818 815 813 810 807 805 803 801.50808808805803801.50LDLDLDLDLDLDLD LD LD LD LD LD LD LD LDSFSFSFSFSFSFSFSF BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4S SEDIMENT BASIN DETAILSBASIN 16ACONTRACTOR SHALL INSTALL 20' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 16' WIDE TO 31' WIDE. (2) 5' CIRCULAR RISER (SEE DETAILS) 3:1 SIDE SLOPES SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER 3:1 SIDE SLOPES INV=801' 24' EMERGENCY SPILLWAY- 806 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP TEMPORARY SEDIMENT BASIN - BASIN 16A (DRAINAGE AREA- 80.53 AC) SCALE: 1"=30' TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 16A NOT TO SCALE DAM ELEV: 808' SLOPE 3:1 POND BOTTOM- 801.5' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 16A (DRAINAGE AREA- 80.53 AC) NTS RISER SPILLWAY: 805' 25 YEAR STORM (807') INV OUT 801'50' - 30" @ 1% TOE OF DAM 802' POND RISER STRUCTURE EMERGENCY SPILLWAY: 806' (1) 10" HOLE W/ DEWATERING DEVICE PER RISER (803.5') LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (802') CD CHECK DAM SB BM (2) 50' - 30" HDPE @ 1% OP (1) ANTI-SEEP COLLAR 5.75' x 5.75' PER PIPE CONCRETE MIN 4" THICK BM BM SUMP 15A - DIVERSION TO BASIN 16A SCALE: 1"=30' INV=822' INV=817.8' 280' - 30" HDPE @ 1.5% DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL 18' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 7.5' WIDE TO 20.5' WIDE. OP CIP CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND DD DD DD 100 YEAR STORM (807.79') LDLDLDLD LD LD LD LD LD LD LD LD LD LD SF SFSFSFSF SF SF SF SF SF SF SF SF SF S F S F S F S F S F 807 808 809 810 811 812 813 814 815 815 814 813 812 825 823 821 828 825 822 820 817815813 812 808 810 813 817 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4T SEDIMENT BASIN DETAILSTRAP 17A LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM TRAP BOTTOM - 812' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 16B (DRAINAGE AREA- 1.86 AC) NTS DRY STORAGE (815') TOE OF DAM 814' WET STORAGE (814') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 816' MIN. SPILLWAY LENGTH - 11.5' 3:1 SIDE SLOPES 3:1 SIDE SLOPESST TEMPORARY SEDIMENT TRAP - TRAP 16B (DRAINAGE AREA- 1.86 AC) SCALE: 1"=30' MIN. SPILLWAY LENGTH - 11.5' BM BM SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD L D LDLDLDLDLD SF SF S F SFSFSFSFSF756 757758759760761762 764 763 762 761 760 759 758 757 756.50 760 756.50758760762764 755762760758760 762 764 762 760 758756.50 774 772 770 768 7657627 6 0 7 5 8 7 5 6 . 5 0 758759760761762 770 768 765 765 764 760 757 LDLDLD LD LD LD LD LD LD LD LD LD LDLDLDSF SF SF SF SF SF SF SF SF SF SF SF SF 778 779 780 781 782 783 783 782 781 786 785 784 783 782 781 780 779 778 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4U SEDIMENT BASIN DETAILSBASIN 18BCONTRACTOR SHALL INSTALL 20' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 16' WIDE TO 31' WIDE. (2) 5' CIRCULAR RISER (SEE DETAILS) 3:1 SIDE SLOPES SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER 3:1 SIDE SLOPES INV=756' 24' EMERGENCY SPILLWAY- 806 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP TEMPORARY SEDIMENT BASIN - BASIN 18B (DRAINAGE AREA- 86.8 AC) SCALE: 1"=30' TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 18B NOT TO SCALE DAM ELEV: 764' SLOPE 3:1 POND BOTTOM- 756.5' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 18B (DRAINAGE AREA- 86.8 AC) NTS RISER SPILLWAY: 761' 25 YEAR STORM (763') INV OUT 756'(2) 50' - 30" @ 1% TOE OF DAM 757' POND RISER STRUCTURE (TYP. OF 2) EMERGENCY SPILLWAY: 762' (1) 8" HOLE W/ DEWATERING DEVICE PER RISER (759') LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (757.5') CD CHECK DAM SB CIP (2) 50' - 30" HDPE @ 1% OP (1) ANTI-SEEP COLLAR 6.5' x 6.5' PER PIPE CONCRETE MIN 4" THICK BM BM SUMP 18A - DIVERSION TO BASIN 18B SCALE: 1"=30' INV=778' INV=776' 100' - 30" HDPE @ 2% 3:1 SIDE SLOPES 3:1 SIDE SLOPES 3:1 SIDE SLOPES BM BM DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL 18' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 8' WIDE TO 21' WIDE. OP CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND DD DD DD 100 YEAR STORM (763.73') LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSF SF SF SF SF SF SF SF SF SF SF SF 770771772773774775776777777.50 777.50777776775774773772771 778 776 775 774 773 772 771 7797777757737717 7 9 777.50 777 776 775 774 773 772 771 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4V SEDIMENT BASIN DETAILSBASIN 19ACONTRACTOR SHALL INSTALL 22' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 12' WIDE TO 31' WIDE. (2) 4' CIRCULAR RISER (SEE DETAILS) 3:1 SIDE SLOPES SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER 3:1 SIDE SLOPES INV=770' 20' EMERGENCY SPILLWAY- 775.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP TEMPORARY SEDIMENT BASIN - BASIN 19A (DRAINAGE AREA- 67 AC) SCALE: 1"=30' TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 19A NOT TO SCALE DAM ELEV: 777.5' SLOPE 3:1 POND BOTTOM- 771' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 19A (DRAINAGE AREA- 67 AC) NTS RISER SPILLWAY: 774.5' 25 YEAR STORM (776.5') INV OUT 770'(2) 50' - 24" @ 2% TOE OF DAM 771' POND RISER STRUCTURE (TYP. OF 2) EMERGENCY SPILLWAY: 775.5' (1) 8" HOLE W/ DEWATERING DEVICE PER RISER (773') LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (771.5') CD CHECK DAM SB BM (2) 50' - 24" HDPE @ 2% OP (1) ANTI-SEEP COLLAR 5.5' x 5.5' PER PIPE CONCRETE MIN 4" THICK BM BM 3:1 SIDE SLOPES 3:1 SIDE SLOPES BM DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND DD DD DD DD 100 YEAR STORM (777.26') FPFPFPOHPOHPOHPOHPOHPOHPOHPLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSF SF SF SF SFSF SF SF SF SF SF SF S F SFSFSFSFSF727 728 729 730 731 731730729728727 726.50 726.50727728729730731 LAYDOWNLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LDSF SFSFSFSF SF SFSF S F S F S F S F SF SF SF SF SF 780 781 782 783 784 784 783 782 781 780 780 782 784 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4W SEDIMENT BASIN DETAILSTRAP 23A & 25A3:1 SIDE SLOPES SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER 3:1 SIDE SLOPES TEMPORARY SEDIMENT TRAP - TRAP 23A (DRAINAGE AREA- 2.5 AC) SCALE: 1"=30' LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH CD CHECK DAM ST BM BM NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION TRAP BOTTOM - 726.5' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 23A (DRAINAGE AREA- 2.5 AC) NTS DRY STORAGE (730') TOE OF DAM 727'WET STORAGE (729') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 731' MIN. SPILLWAY LENGTH - 15' MIN. SPILLWAY LENGTH - 15' DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. ST 3:1 SIDE SLOPES BM TRAP BOTTOM - 780' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 25A (DRAINAGE AREA- 1.54 AC) NTS DRY STORAGE (783') TOE OF DAM 780'WET STORAGE (782') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 784' MIN. SPILLWAY LENGTH - 9.3' TEMPORARY SEDIMENT TRAP - TRAP 25A (DRAINAGE AREA- 1.54 AC) SCALE: 1"=30' MIN. SPILLWAY LENGTH - 9.3' OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP LDLDLD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF725 731 730 729 728 727 726 725726727728729731731730729730731731 731 730 728 726 731731732730729732733734735736BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4X SEDIMENT BASIN DETAILSBASIN 27ACONTRACTOR SHALL INSTALL 12' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 4' WIDE TO 14' WIDE. 3' CIRCULAR RISER (SEE DETAILS) 3:1 SIDE SLOPES SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=725' TEMPORARY SEDIMENT BASIN - BASIN 27A (DRAINAGE AREA- 3.4 AC) SCALE: 1"=30' TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 27A NOT TO SCALE DAM ELEV: 731' SLOPE 3:1 POND BOTTOM- 726' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 27A (DRAINAGE AREA- 3.4 AC) NTS RISER SPILLWAY: 728.5' 25 YEAR STORM (728.95') INV OUT 725'70' - 15" @ 1.4% TOE OF DAM 726' POND RISER STRUCTURE 3" HOLE W/ DEWATERING DEVICE (727.5') LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (726.5') CD CHECK DAM SB BM 70' - 15" HDPE @ 1.4% OP (1) ANTI-SEEP COLLAR 4.25' x 4.25' CONCRETE MIN 4" THICK BM 3:1 SIDE SLOPES 3:1 SIDE SLOPES BM DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. 100 YEAR STORM (729.76') OHP OHP OHP OHP OHP OHP OHP OHP LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLD LDSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF724725726727728729730 730729728727726725724723.50 730730728725723.50730 730 728 725 723.50 730729728727726725724723.50BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4Y SEDIMENT BASIN DETAILSBASIN 27BCONTRACTOR SHALL INSTALL 22' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 16' WIDE TO 33' WIDE. (2) 5' CIRCULAR RISER (SEE DETAILS) 3:1 SIDE SLOPES SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=723' 26' EMERGENCY SPILLWAY- 728 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP TEMPORARY SEDIMENT BASIN - BASIN 27B (DRAINAGE AREA- 82.4 AC) SCALE: 1"=30' TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 27B NOT TO SCALE DAM ELEV: 730' SLOPE 3:1 POND BOTTOM- 723.5' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 27B (DRAINAGE AREA- 82.4 AC) NTS RISER SPILLWAY: 727' 25 YEAR STORM (729') INV OUT 723'(2) 50' - 30" @ 1% TOE OF DAM 724' POND RISER STRUCTURE (TYP. OF 2) EMERGENCY SPILLWAY: 728' (1) 10" HOLE W/ DEWATERING DEVICE PER RISER (725.5') LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (724') CD CHECK DAM SB BM (2) 50' - 30" HDPE @ 1% OP (1) ANTI-SEEP COLLAR 5.75' x 5.75' PER PIPE CONCRETE MIN 4" THICK BM 3:1 SIDE SLOPES 3:1 SIDE SLOPES BM DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND 100 YEAR STORM (729.93') LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSF SF SF SF SF S F S F S F SF SF SFSF SF SF SF SF SF 7 5 6 7 5 7 7 5 8 7 5 9 7 6 0 7 6 1 7 6 2 7 6 2 7 6 1 7 6 0 7 5 9 7 5 8 7 5 7 7 5 6 756757758759760761762762761760759758757756755754.50 755 756 757 758 759 760 761 762 762 761 760 759 758 757 756 755 754.50 77 2 77 0 7 6 7 765763760758755754.50762 761 760 759 758 757 756 762761760759758757756755754.50 762 762 760 756 762760758756BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4Z SEDIMENT BASIN DETAILSBASIN 27C & 27DCONTRACTOR SHALL INSTALL 20' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 12' WIDE TO 28' WIDE. (2) 4' CIRCULAR RISER (SEE DETAILS) 3:1 SIDE SLOPES SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=754' 22' EMERGENCY SPILLWAY- 760 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP TEMPORARY SEDIMENT BASIN - BASIN 27C (DRAINAGE AREA- 70.5 AC) SCALE: 1"=30' TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 27C NOT TO SCALE DAM ELEV: 762' SLOPE 3:1 POND BOTTOM- 756' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 27C (DRAINAGE AREA- 70.5 AC) NTS RISER SPILLWAY: 759' 25 YEAR STORM (761') INV OUT 755'(2) 50' - 30" @ 2% TOE OF DAM 756' POND RISER STRUCTURE (TYP. OF 2) EMERGENCY SPILLWAY: 760' (1) 9" HOLE W/ DEWATERING DEVICE PER RISER (757.5') LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCHNOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (756.5') CD CHECK DAM SB BM (2) 50' - 24" HDPE @ 1% OP (1) ANTI-SEEP COLLAR 6' x 6' PER PIPE CONCRETE MIN 4" THICK BM 3:1 SIDE SLOPES 3:1 SIDE SLOPES BM TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 27D NOT TO SCALE DAM ELEV: 762' SLOPE 3:1 POND BOTTOM- 754.5' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 27D (DRAINAGE AREA- 63.5 AC) NTS RISER SPILLWAY: 759' 25 YEAR STORM (761') INV OUT 754'(2) 50' - 24" @ 1% TOE OF DAM 755' POND RISER STRUCTURE (TYP. OF 2) EMERGENCY SPILLWAY: 760' (1) 8" HOLE W/ DEWATERING DEVICE PER RISER (757') CLEANOUT ELEVATION (755.5') TEMPORARY SEDIMENT BASIN - BASIN 27D (DRAINAGE AREA- 63.5 AC) SCALE: 1"=30' (1) ANTI-SEEP COLLAR 5.5' x 5.5' PER PIPE CONCRETE MIN 4" THICK (2) 4' CIRCULAR RISER (SEE DETAILS) (2) 50' - 30" HDPE @ 2% INV=755' CONTRACTOR SHALL INSTALL 18' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 16' WIDE TO 30' WIDE. OP (2) 250' BAFFLES SPACED 65' APART SB BM BM BM 26' EMERGENCY SPILLWAY- 760 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP (1) 180' BAFFLE DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND DD DD DD DD DD 100 YEAR STORM (761.68') 100 YEAR STORM (761.75') LDLDLDLDLDLDLDLDLDSFSF SF SF SF SF SF SF SF SF SF 753 755 757 760 760 758 755 755 756 757 758 759 760 761 763 765 LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 755 756 757 758 759 76 0 758 757 756 755 754.50 754.50755756757758 761 761 763 762 754760 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4AA SEDIMENT BASIN DETAILSBASIN 28A & 28BCONTRACTOR SHALL INSTALL 14' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 6' WIDE TO 16' WIDE. 3' CIRCULAR RISER (SEE DETAILS) SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=754' TEMPORARY SEDIMENT BASIN - BASIN 28A (DRAINAGE AREA- 3.9 AC) SCALE: 1"=30' TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 28A NOT TO SCALE DAM ELEV: 760' SLOPE 3:1 POND BOTTOM- 755' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 28A (DRAINAGE AREA- 3.9 AC) NTS RISER SPILLWAY: 757.5' 25 YEAR STORM (758') INV OUT 753'40' - 15" @ 5% TOE OF DAM 754' POND RISER STRUCTURE 3" HOLE W/ DEWATERING DEVICE (756.5') LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCHNOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CLEANOUT ELEVATION (755.5') CD CHECK DAM SB BM 40' - 15" HDPE @ 1.25% OP (1) ANTI-SEEP COLLAR 5' x 5' PER PIPE CONCRETE MIN 4" THICK BM 3:1 SIDE SLOPES 3:1 SIDE SLOPES TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 28B NOT TO SCALE DAM ELEV: 760' SLOPE 3:1 POND BOTTOM- 754.5' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 28B (DRAINAGE AREA- 12.4 AC) NTS RISER SPILLWAY: 757.5' 25 YEAR STORM (759') INV OUT 754'40' - 15" @ 1.25% TOE OF DAM 755' POND RISER STRUCTURE EMERGENCY SPILLWAY: 758.5' 6" HOLE W/ DEWATERING DEVICE (756.5') CLEANOUT ELEVATION (755') TEMPORARY SEDIMENT BASIN - BASIN 28B (DRAINAGE AREA- 12.4 AC) SCALE: 1"=30' (1) ANTI-SEEP COLLAR 4.25' x 4.25' CONCRETE MIN 4" THICK 3' CIRCULAR RISER (SEE DETAILS) 40' - 15" HDPE @ 5%INV=753' CONTRACTOR SHALL INSTALL 12' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 4' WIDE TO 14' WIDE.OP (1) 100' BAFFLE SB BM BM 18' EMERGENCY SPILLWAY- 760 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP (1) 40' BAFFLE 3:1 SIDE SLOPES 3:1 SIDE SLOPES DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF PONDCONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND 100 YEAR STORM (759.21') 100 YEAR STORM (759.54') LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 758 759 760 761 762 763 764 764 763 762 761 760 759 758 764764762760758764 764 762 764 762 760 758 LDLDLDLDLDLDSFSF SF SF SF SF763 764 764 763 762 761 761 763 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4BB SEDIMENT BASIN DETAILSBASIN 28C & TRAP 28DCONTRACTOR SHALL INSTALL 14' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 6' WIDE TO 16' WIDE. 3' CIRCULAR RISER (SEE DETAILS) SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=757' LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM 40' - 24" HDPE @ 2.5% OP (1) ANTI-SEEP COLLAR 5.25' x 5.25' CONCRETE MIN 4" THICK BM 3:1 SIDE SLOPES TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 28C NOT TO SCALE DAM ELEV: 764' SLOPE 3:1 POND BOTTOM- 758' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 28C (DRAINAGE AREA 21.9 AC) NTS RISER SPILLWAY: 761' 25 YEAR STORM (763') INV OUT 757'40' - 24" @ 2.5% TOE OF DAM 758' POND RISER STRUCTURE EMERGENCY SPILLWAY: 762' 7" HOLE W/ DEWATERING DEVICE (759.5') CLEANOUT ELEVATION (758.5') TEMPORARY SEDIMENT BASIN - BASIN 28C (DRAINAGE AREA- 21.9 AC) SCALE: 1"=30' SB BM 8' EMERGENCY SPILLWAY- 762 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP 3:1 SIDE SLOPES TRAP BOTTOM - 761' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 28D (DRAINAGE AREA- 1 AC) NTS DRY STORAGE (764') TOE OF DAM 763'WET STORAGE (763') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 765' MIN. SPILLWAY LENGTH - 6' 3:1 SIDE SLOPES ST TEMPORARY SEDIMENT TRAP - TRAP 28D (DRAINAGE AREA- 1 AC) SCALE: 1"=30' MIN. SPILLWAY LENGTH - 6' BM DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND 100 YEAR STORM (763.55') SFSFSF760.50 761 762 763 764 765 766 767 768 769 770 771 771 770 769 768 767 766 765 764 763 762.50 771771763 765 767 771 770 769 768 767 766 765 764 763 762.50 7 6 2 . 5 0 7 6 5 7 6 7 7 7 0 7 7 1 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4CC SEDIMENT BASIN DETAILSBASIN 28ECONTRACTOR SHALL INSTALL 29' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 16' WIDE TO 31' WIDE. (2) 5' CIRCULAR RISERS (SEE DETAILS) SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=761.9' LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM (2) 60' - 30" HDPE @ 1% OP (1) ANTI-SEEP COLLAR 7.25' x 7.25' PER PIPE CONCRETE MIN 4" THICK BM 3:1 SIDE SLOPES TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 28E NOT TO SCALE DAM ELEV: 771' SLOPE 3:1 POND BOTTOM- 762.5' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 28E (DRAINAGE AREA- 79.9 AC) NTS RISER SPILLWAY: 768' 25 YEAR STORM (770') INV OUT 761.9'(2) 60' - 30" @ 1% TOE OF DAM 763' POND RISER STRUCTURE (TYP. OF 2) EMERGENCY SPILLWAY: 769' (2) 8" HOLE W/ DEWATERING DEVICE (765.5') CLEANOUT ELEVATION (763.5') TEMPORARY SEDIMENT BASIN - BASIN 28E (DRAINAGE AREA- 79.9 AC) SCALE: 1"=30' SB BM 30' EMERGENCY SPILLWAY- 769 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP 3:1 SIDE SLOPES (1) 150' BAFFLE 3:1 SIDE SLOPES DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND 100 YEAR STORM (770.89') LD LD SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF760.50761762763764765766767768769770771771770769768767766765764763762.50763765767762.50 765 767760 761 762 763 764 765 766 767 767 766 765 764 763 762 761 760.50 774 772 770 768 765 763 760.50 767 765 762 760.50 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4DD SEDIMENT BASIN DETAILSBASIN 28FCONTRACTOR SHALL INSTALL 18' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 12' WIDE TO 26' WIDE. (2) 4' CIRCULAR RISERS (SEE DETAILS) SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=760' LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM (2) 50' - 24" HDPE @ 1% OP (1) ANTI-SEEP COLLAR 5.25' x 5.25' PER PIPE CONCRETE MIN 4" THICK BM 3:1 SIDE SLOPES TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 28F NOT TO SCALE DAM ELEV: 767' SLOPE 3:1 POND BOTTOM- 760.5' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 28F (DRAINAGE AREA- 52.4 AC) NTS RISER SPILLWAY: 764' 25 YEAR STORM (766') INV OUT 760'(2) 50' - 24" @ 1% TOE OF DAM 761' POND RISER STRUCTURE (TYP. OF 2) EMERGENCY SPILLWAY: 765' (2) 8" HOLE W/ DEWATERING DEVICE (762.5') CLEANOUT ELEVATION (761') TEMPORARY SEDIMENT BASIN - BASIN 28F (DRAINAGE AREA- 52.4 AC) SCALE: 1"=30' SB BM 16' EMERGENCY SPILLWAY- 765 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP 3:1 SIDE SLOPES (1) 150' BAFFLE 3:1 SIDE SLOPES DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND DD 100 YEAR STORM (766.91') LDLDLDLDLDLDL D LD LD LD LD LD LD LD LD LD LD LDLDLD LDSF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF752 753 754 755 756 757 758 758 757 756 755 754 753 753 754 755 756 757 758 75 3 75 4 75 5 75 6 75 7 75 8 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4EE SEDIMENT BASIN DETAILSBASIN 28GCONTRACTOR SHALL INSTALL 16' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 6' WIDE TO 18' WIDE. 3' CIRCULAR RISER (SEE DETAILS) SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=751' LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM 40' - 24" HDPE @ 5% OP (1) ANTI-SEEP COLLAR 5' x 5' CONCRETE MIN 4" THICK BM 3:1 SIDE SLOPES TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 28G NOT TO SCALE DAM ELEV: 758' SLOPE 3:1 POND BOTTOM- 753' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 28G (DRAINAGE AREA- 14.7 AC) NTS RISER SPILLWAY: 755.5' 25 YEAR STORM (757') INV OUT 751'40' - 24" @ 5% TOE OF DAM 752' POND RISER STRUCTURE EMERGENCY SPILLWAY: 756.5' 6" HOLE W/ DEWATERING DEVICE (754.5') CLEANOUT ELEVATION (753.5') TEMPORARY SEDIMENT BASIN - BASIN 28G (DRAINAGE AREA- 14.7 AC) SCALE: 1"=30' SB BM 20' EMERGENCY SPILLWAY- 756.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP 3:1 SIDE SLOPES DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND 100 YEAR STORM (757.35') OHP OHP OHP OHP OHP OHP OHP LD LD LD LD LD LD LD LD LD LD LDSFSFSFSFSFSFSFSFSFSFSF770771772773774775776 776 776 775 774 773 772 771 771772773774775776 OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP LD LD LD LD LD LD LD LD LD LD LD LD LD LD SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF760 761 762 763 764 765 766 766 765 764 763 762 761 766 766 766 767 761 762 763 764 765 766 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4FF SEDIMENT BASIN DETAILSBASIN 29A & 30ACONTRACTOR SHALL INSTALL 12' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 4' WIDE TO 14' WIDE. 3' CIRCULAR RISER (SEE DETAILS) SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=770' LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM 40' - 15" HDPE @ 2.5% OP (1) ANTI-SEEP COLLAR 4' x 4' CONCRETE MIN 4" THICK BM 3:1 SIDE SLOPES TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 29A NOT TO SCALE DAM ELEV: 776' SLOPE 3:1 POND BOTTOM- 771' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 29A (DRAINAGE AREA- 5.97 AC) NTS RISER SPILLWAY: 773.5' 25 YEAR STORM (775') INV OUT 770'40' - 15" @ 2.5% TOE OF DAM 771' POND RISER STRUCTURE EMERGENCY SPILLWAY: 774.5' 4" HOLE W/ DEWATERING DEVICE (772.5') CLEANOUT ELEVATION (771.5') TEMPORARY SEDIMENT BASIN - BASIN 29A (DRAINAGE AREA- 5.97 AC) SCALE: 1"=30' SB BM 8' EMERGENCY SPILLWAY- 774.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP 3:1 SIDE SLOPES (2) 30' BAFFLES SPACED 17' APART TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 30A NOT TO SCALE DAM ELEV: 766' SLOPE 3:1 POND BOTTOM- 761' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 30A (DRAINAGE AREA- 10.6 AC) NTS RISER SPILLWAY: 763.5' 25 YEAR STORM (765') INV OUT 760'40' - 18" @ 2.5% TOE OF DAM 761' POND RISER STRUCTURE EMERGENCY SPILLWAY: 764.5' 5" HOLE W/ DEWATERING DEVICE (762.5') CLEANOUT ELEVATION (761.5') TEMPORARY SEDIMENT BASIN - BASIN 30A (DRAINAGE AREA- 10.6 AC) SCALE: 1"=30' CONTRACTOR SHALL INSTALL 16' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 5' WIDE TO 18' WIDE. 3' CIRCULAR RISER (SEE DETAILS) SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=760' 40' - 18" HDPE @ 2.5% OP (1) ANTI-SEEP COLLAR 4' x 4' CONCRETE MIN 4" THICK BM 3:1 SIDE SLOPES SB BM 14' EMERGENCY SPILLWAY- 764.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP 3:1 SIDE SLOPES (1) 150' BAFFLE DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND 100 YEAR STORM (775.33')100 YEAR STORM (765.4') OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPLDLDLDLDLDLDL D LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF746 747 748 752 751750 749 748 747 746 757 756 755 754 753 751750749 748 747 746 752750748746748 753757757755753751755754753 752 757 756 751752 752 749 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4GG SEDIMENT BASIN DETAILSBASIN 30B LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 30B NOT TO SCALE DAM ELEV: 752' SLOPE 3:1 POND BOTTOM- 746' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 30B (DRAINAGE AREA- 16.5 AC) NTS RISER SPILLWAY: 748.5' 25 YEAR STORM (750.5') INV OUT 745'50' - 24" @ 2% TOE OF DAM 746' POND RISER STRUCTURE EMERGENCY SPILLWAY: 749.5' 7" HOLE W/ DEWATERING DEVICE (747.5') CLEANOUT ELEVATION (746.5') TEMPORARY SEDIMENT BASIN - BASIN 30B (DRAINAGE AREA- 16.5 AC) SCALE: 1"=30' CONTRACTOR SHALL INSTALL 14' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 6' WIDE TO 16' WIDE. 3' CIRCULAR RISER (SEE DETAILS) SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=745' 50' - 24" HDPE @ 2%OP (1) ANTI-SEEP COLLAR 5.25' x 5.25' CONCRETE MIN 4" THICK BM 3:1 SIDE SLOPES SB BM 110' - 30" HDPE @ 4.55% 3:1 SIDE SLOPES INV=751'INV=746' OP CONTRACTOR SHALL INSTALL 18' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 8' WIDE TO 20.5' WIDE. BM 3:1 SIDE SLOPES BM 3:1 SIDE SLOPES 8' EMERGENCY SPILLWAY- 749.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CIP CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND 100 YEAR STORM (750.72') LD LD LD LD LD LD LDLDS F SF SF SF SF SF772 773 774 774 773 772 771 770 770 772774 LDLD LD LD LD LD LDLDSFSFSFSFSF76 9 770 771 772 773 773 772 771 770 769 769 771 773 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4HH SEDIMENT BASIN DETAILSTRAP 31A & 32A LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM TRAP BOTTOM - 770' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 31A (DRAINAGE AREA- 1.86 AC) NTS DRY STORAGE (773') TOE OF DAM 772' WET STORAGE (772') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 774' MIN. SPILLWAY LENGTH - 11.25' 3:1 SIDE SLOPES 3:1 SIDE SLOPES ST TEMPORARY SEDIMENT TRAP - TRAP 31A (DRAINAGE AREA- 1.86 AC) SCALE: 1"=30' MIN. SPILLWAY LENGTH - 11.25' BM BM SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER TRAP BOTTOM - 769' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 32A (DRAINAGE AREA- 0.68 AC) NTS DRY STORAGE (772') TOE OF DAM 769' WET STORAGE (771') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 773' MIN. SPILLWAY LENGTH - 4.25' TEMPORARY SEDIMENT TRAP - TRAP 32A (DRAINAGE AREA- 0.86 AC) SCALE: 1"=30' MIN. SPILLWAY LENGTH - 4.25' ST 3:1 SIDE SLOPES 3:1 SIDE SLOPES DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. L D L D LD LD LD LD LD LDLDS F SF SF SF SF SF SF SF SFSF762 763 764 765 766 766 765 764763 763 765 767 767 LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF768 769 770 771 772 775 772771770769.50 771 775 772 771 770 769.50 772 773 774 775 775 773774775 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4II SEDIMENT BASIN DETAILSTRAP 33A & BASIN 34A LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM TRAP BOTTOM - 763' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 33A (DRAINAGE AREA- 2.59 AC) NTS DRY STORAGE (766') TOE OF DAM 762' WET STORAGE (765') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 767' MIN. SPILLWAY LENGTH - 15.75' 3:1 SIDE SLOPES 3:1 SIDE SLOPES ST TEMPORARY SEDIMENT TRAP - TRAP 33A (DRAINAGE AREA- 2.59 AC) SCALE: 1"=30' MIN. SPILLWAY LENGTH - 15.75' BM SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 34A NOT TO SCALE DAM ELEV: 775' SLOPE 3:1 POND BOTTOM- 769.5' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 34A (DRAINAGE AREA- 27.6 AC) NTS RISER SPILLWAY: 772' 25 YEAR STORM (774') INV OUT 768'(2) 40' - 24" @ 3.75% TOE OF DAM 769' POND RISER STRUCTURE (TYP. OF 2) EMERGENCY SPILLWAY: 773' (1) 6" HOLE W/ DEWATERING DEVICE PER RISER (771') CLEANOUT ELEVATION (770') TEMPORARY SEDIMENT BASIN - BASIN 34A (DRAINAGE AREA- 27.6 AC) SCALE: 1"=30' CONTRACTOR SHALL INSTALL 16' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 12' WIDE TO 24' WIDE. (2) 3' CIRCULAR RISERS (SEE DETAILS) SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=768'(2) 40' - 24" HDPE @ 3.75% OP (1) ANTI-SEEP COLLAR 4.75' x 4.75' PER PIPE CONCRETE MIN 4" THICK BM 3:1 SIDE SLOPES SB BM 3:1 SIDE SLOPES BM 3:1 SIDE SLOPES 12' EMERGENCY SPILLWAY- 773 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP (1) 200' BAFFLE DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. 100 YEAR STORM (774.28') LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLD LD LD LD LD LD LD LD LDLDLDLDLDLDLDSFSFSFSFSFSFSFSFSFSFSFSFSFSF791792793794795796 796795 794 793 792 791 796796795793791796 795 793 791 791793795797803 802 802 801 804803802801800799798797 803 BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4JJ SEDIMENT BASIN DETAILSBASIN 37A LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 37A NOT TO SCALE DAM ELEV: 796' SLOPE 3:1 POND BOTTOM- 791' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 37A (DRAINAGE AREA- 16.6 AC) NTS RISER SPILLWAY: 793.5' 25 YEAR STORM (795') INV OUT 790'40' - 24" @ 2.5% TOE OF DAM 791' POND RISER STRUCTURE EMERGENCY SPILLWAY: 794.5' 6" HOLE W/ DEWATERING DEVICE (792.5') CLEANOUT ELEVATION (791.5') TEMPORARY SEDIMENT BASIN - BASIN 37A (DRAINAGE AREA- 16.6 AC) SCALE: 1"=30' CONTRACTOR SHALL INSTALL 16' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 6' WIDE TO 18' WIDE. 3' CIRCULAR RISER (SEE DETAILS) SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=790' 40' - 24" HDPE @ 2.5% OP (1) ANTI-SEEP COLLAR 4.75' x 4.75' CONCRETE MIN 4" THICK SB BM 3:1 SIDE SLOPES BM 3:1 SIDE SLOPES 24' EMERGENCY SPILLWAY- 794.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP (1) 130' BAFFLEBM DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND 100 YEAR STORM (795.42') LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF801802803804805806 806805804803802801 801802803804805806 806 806 807806806804800BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4KK SEDIMENT BASIN DETAILSBASIN 39A LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 39A NOT TO SCALE DAM ELEV: 806' SLOPE 3:1 POND BOTTOM- 801' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 39A (DRAINAGE AREA- 10.87 AC) NTS RISER SPILLWAY: 803.5' 25 YEAR STORM (805') INV OUT 800'40' - 18" @ 2.5% TOE OF DAM 802' POND RISER STRUCTURE EMERGENCY SPILLWAY: 804.5' 4" HOLE W/ DEWATERING DEVICE (802.5') CLEANOUT ELEVATION (801.5') TEMPORARY SEDIMENT BASIN - BASIN 39A (DRAINAGE AREA- 10.87 AC) SCALE: 1"=30' CONTRACTOR SHALL INSTALL 16' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 6' WIDE TO 18' WIDE. 3' CIRCULAR RISER (SEE DETAILS) SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=800' 40' - 18" HDPE @ 2.5% OP (1) ANTI-SEEP COLLAR 4.5' x 4.5' CONCRETE MIN 4" THICK SB BM 3:1 SIDE SLOPES BM 3:1 SIDE SLOPES 16' EMERGENCY SPILLWAY- 804.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP (2) 100' BAFFLES SPACED 26' APART DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND 100 YEAR STORM (805.43') LDLDLDLDLDLDLDLDLDLDLDLDLDSF SF SF SF S F SFSF SF SF822820818816815814814815816817818819 819 817 815 814 822820818816814LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDS F SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSF830831832833834835836837838839840841 841 840 839 838 837 848 847 846 845 844 843 842 841 840 839 838 837 842843BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.before you dig.Call R 21-0281_D D-4LL SEDIMENT BASIN DETAILSBASIN 2A & TRAP 2-1A LEGEND: EXIST / PROPOSED EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DROP INLET CURB INLET FLARED END SECTION (FES) EXISTING STORM PIPE PROPOSED STORM PIPE JUNCTION BOX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR WOODS LINE 100 98 CE SF OP TEMPORARY STONE CONSTRUCTION ENTRANCE (26'X100') SILT FENCE OUTLET PROTECTION LD LIMITS OF DISTURBANCE TEMPORARY & PERMANENT SEEDING SF LD BM BLANKET MATTING TS PS ST SEDIMENT TRAP IP INLET PROTECTION SB SEDIMENT BASIN CIP CULVERT INLET PROTECTION DD DIVERSION DITCH NOTE: POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION CD CHECK DAM TEMPORARY SEDIMENT BASIN RISER STRUCTURE- BASIN 2A NOT TO SCALE DAM ELEV: 819' SLOPE 3:1 POND BOTTOM- 814' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. TEMPORARY SEDIMENT BASIN DETAIL - BASIN 2A (DRAINAGE AREA- 16.8 AC) NTS RISER SPILLWAY: 816.5' 25 YEAR STORM (818') INV OUT 813'40' - 24" @ 2.5% TOE OF DAM 814' POND RISER STRUCTURE EMERGENCY SPILLWAY: 817.5' 6" HOLE W/ DEWATERING DEVICE (815.5') CLEANOUT ELEVATION (814.5') TEMPORARY SEDIMENT BASIN - BASIN 2A (DRAINAGE AREA- 16.8 AC) SCALE: 1"=30' CONTRACTOR SHALL INSTALL 14' LONG, 18" DEEP VDOT CLASS 1 RIP RAP TRANSITIONING FROM 6' WIDE TO 16' WIDE. 3' CIRCULAR RISER (SEE DETAILS) SLOPES SHALL BE BLANKET MATTED WITH NAG S150 OR GREATER INV=813' 40' - 24" HDPE @ 2.5% OP (1) ANTI-SEEP COLLAR 5.75' x 5.75' CONCRETE MIN 4" THICK SB BM 3:1 SIDE SLOPES BM 3:1 SIDE SLOPES 20' EMERGENCY SPILLWAY- 817.5 TO BE ARMORED WITH VDOT CLASS 1 RIP RAP (1) 120' BAFFLES DAM EMBANKMENT CONSTRUCTION STANDARDS: 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. SOIL SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY (K) OF 5 X 10^-6 CM/S. 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED IMMEDIATELY AFTER INSTALLATION. 3:1 SIDE SLOPES 3:1 SIDE SLOPES ST BM BM TRAP BOTTOM - 837' * FOR DEPTH AND ELEVATION PURPOSES ONLY. THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD. SEDIMENT TRAP DETAIL - TRAP 2-1A (DRAINAGE AREA- 2.15 AC) NTS DRY STORAGE (840') TOE OF DAM 831'WET STORAGE (839') 3:1 SLOPE 3:1 SLOPE DAM ELEVATION - 841' MIN. SPILLWAY LENGTH - 13' MIN. SPILLWAY LENGTH - 13' TEMPORARY SEDIMENT TRAP - TRAP 2-1A (DRAINAGE AREA- 2.15 AC) SCALE: 1"=30' CONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND CONTRACTOR SHALL INSTALL MIN. 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM DITCH OUTFALL TO BOTTOM OF POND CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND CONTRACTOR SHALL INSTALL 4' WIDE, 18" DEEP VDOT CLASS 1 RIP RAP FROM TOP OF SLOPE TO BOTTOM OF POND DD DD 100 YEAR STORM (818.43')