The URL can be used to link to this page

Home My WebLink About046-90 Elks Club - Shawnee Dist. - Backfile (2)RECEIPT a., 022943 AMOUNT DUE AMOUNT PAID 44�l s b BALANCE DUE PAID BY CASH CHECK v OTHER FREDEIRICK COUNTY DEPT. OF PLZNNING AND DEVELOPMENT P.O. BOX 601 • 9 COURT SQUARE V4,`NCllEZTLR, VIRGINIA 22601 • (703) 665-5651 RECE ADDF THE FOR DAY -TIMERS RE -ORDER No. 3221 — Pnoled m USA K RECEIPT 023006 AMOUNT DUE $I _ } AMOUNT PAID $ j 1 BALANCE DUE $ FREXIICK COUNTY DEPT. OF PLANNING AND DEVELOPMU44 P. 0. BOX 601 • 9. COURT SQUARE WINCHE'3TER, VIRGINIA 22601 • (703) M-5651 DATE `-I - r ` c RECEIVED FRO—_,( ADDRESS .I1-Lj e THE SUM OF J� 1 P�Uc: ,C.� -X. 1 r5u,( DOLLARS + PAID BY CASH FOR CHECK OTHER DAY -TIMERS RE -ORDER No. 3221 — Primed i11 USA 134 1 q �q o U P&a�CA O.da r'ess EA 1�s Cl ub o+ Wince . C io Sohn P senber `Z � SITE PLAN CHECKLIST The application is not complete if the following are not present: VX/901. 1 set of comment sheets from the following agencies along with any marked copies of the plan: OV,- S/7-7 VDOT City of Winchester %K 91IZhO Co. San. Auth . Co. Health Dept. q) / Inspections Parks & Rec. O K - 11�� c'� ✓ Fire Marshall Airport Authority Engineer l/ 2. 1 copy of the SITE PLAN Application 3. 5 copies of the plan on a single sheet 4. 1 reproducible copy of the plan (if required) 5. a 35mm. slide of the plan (if required) TRACKING DATE 9 9 Application Received /. Review/Invoice received from Engineer y I' /7 D Fee Paid (amount $ l q 70 0-0—) Site Plan heard by Planning Commission (if required) Final Site Plan submitted with review agency, Planning Commission, and staff comments addressed. COUNTY OF FREDERICK, VIROIA DEPARTMENT OF INSPECTIONS / Callen GLo4Zt A Time Called 2 ' (00 pm Date Called Phone No. b 6 S - �; sa sm Time Requested A5A P Date Requested I 1 Received By F_yA-*J A • \J-1x►T— Date of Inspection 811 /9 l PERMIT HOLDER NAME C605'MUCT 0V'J w1/H.,rt-GEMGar RT. NO. 522 5 Lot No. STREET NAME SEC. No. SUBDIVISION DIRECTIONS 5ZZ5, LOCATED �3EH i ►JD YV I t_5o+`1 BUILDING NO. Z T uU<t N Cs C-0N oA*v PLUMBING NO. 582. - 9 DISTRICT S 4A1_J0 PERMIT FOR: EL-K S CL.U8 Type of Inspection Residential Commercial _ Footers Setbacks: FR BK Slab Draintile Gas Fire -up Water Service Framing Sewer Rough Electric Final Rough Plumbing Rough Mechanical Final Building Groundworks Gas Piping/Test Final Plumbing Other: ELECTRICAL NO. S8 2- MECHANICAL NO. 512 —`J SIGN NO. L R_ Final Electrical / Final Mechanical ✓ Site Plan Fire Marshall Special/Complaint Time In: 3 30 Temperature IN o F Cut in No. Time Out: /^ '4S7 Weather Su1.l0 Results: Approved R& TEMFOQA )L C �• Rejected Comments: 1-8 Q b -, C A P I K) 6, A(Zou►J1> 4f Kus)& £ 6u,L_f�,itic To Rka Co MpLETL DktOR To E rJA L Q_' V +� �iai el)J IMP. Signature L td�__ Date COUNTY OF FREDERICK, VIRGINIA DEPARTMENT OF INSPECTIONS Caller BuIL-U `_7YMALJDEXIA Time Called Date Called i Phone No. / Time Requested 10 }U Cti, Date Requested � I7 h i -_ Received By �_, A. Y�/� rrr Date of Inspection /' -1 PERMIT HOLDER NAME �' Luigi, �� r.�'TFUCTI'v ` P�tF>U+4ELtiNCSi RT. NO. �G= Lot No. SEC. No. SUBDIVISION STREET NAME DIRECTIONS 'S�-Z � Lc'C�f4T�'t7 h&tfi►J� �nIi�SC�UJ BUILDING NO. 2 110-7 11IUCK I Q(-- OnKi(4li PLUMBING NO. 518 ELECTRICAL NO. MECHANICAL NO. L='Z c. SIGN NO. DISTRICT PERMIT FOR: i-U< < Type of Inspection / Residential Commercial ✓ Footers Setbacks: FR BK L Slab Draintile Gas Fire -up Water Service Framing Sewer Rough Electric Final Rough Plumbing Rough Mechanical Final Building Groundworks Gas Piping/Test Final Plumbing Other: Time In: it') So Temperature 77) If Cut in No Time Out: lI O?� Weather Suu�JY Results: Approved Fo_r< TES P. CA Rejected Comments: C. O . "'Z� o-.d I Final Electrical Final Mechanical Site Plan Fire Marshall Special/Complaint Signature I�JCk�li1 U jJ✓ Date Ell -7 Z 1I COUNTY of FREDERICK Department of Planning and Development 703/665-5651 FAX 703/667-0370 December 12, 1990 Elks Club of Winchester Attn: Mr. Rosenberger C/o John Rosenberger & Company P.O. Box 2017 Winchester, Virginia 22601 Dear Mr. Rosenberger: Our 1990 records indicate that Site Plan #046-90 for a lodge was approved on September 17, 1990. This approved site plan is located on Route 522 South in the Shawnee Magisterial District. Please keep this approval letter in your file. If I may answer any questions regarding this letter, please do not hesitate to contact me. Sincerely, &a, d - 0-t- Evan A. Wyatt Planner II EAW/slk 9 Court Square - P.O. Box 601 - Winchester, Virginia - 22601 COUNTY of MTBDERICK P.O. Box 601 - 9 Court Square Winchester, Virginia 22601 NN Elks d' 0. Qi ont ,KO. 'Girt' rn. S c� ' �t'cr fG•s., a It C `y4 %t °fin �NO n?�4r °'t Club of Winchester Mr. Rosenberger Box 3306 Royal, Va. 22630 -' _ �*~ ' r-~�- --~�~- . �~�~�~_� ~~~~~~��.~--- COUNTY of FREDERICK IDepartment of Planning and Development 703/665-5651 FAX 703 / 667-0370 December 12, 1990 Elks Club of Winchester Attn: Mr. Rosenberger P.O. Box 3306 Front Royal, Virginia 22630 Dear Mr. Rosenberger: Our 1990 records indicate that Site Plan #046-90 for a lodge was approved on September 17, 1990. This approved site plan is located on Route 522 South in the Shawnee Magisterial District. Please keep this approval letter in your file. If I may answer any questions regarding this letter, please do not hesitate to contact me. Sincerely, &Q. Eva3 A. W tt Planner II EAW/slk 9 Court Square D cE o W lut I P.O. Box 601 - Winchester, Virginia - 22601 J, RAY D. PETHTEL COMMISSIONER C01M ONWEALT H ®f VIRCjINIA DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 EDINBURG,22824 Mr. David A. Burns, Proj. Mgr. C/O S. W. Rodgers Co., Inc. Fairfax -Cameron Building 20 S. Cameron St., Suite 200 Winchester, VA 22601 Dear Dave: (703) 984-4133 August 31, 1990 WILLIAM H. BUSHMAN RESIDENT ENGINEER Ref: Temporary Construction Entrance The Elks Club Route 522 South Approx. 0.13 Mi. N. Rte. 776 Frederick County This is to acknowledge receipt of your letter of August 30, 1990 and request to construct a temporary construction entrance at the above referenced location. As requested you are given permission to construct the entrance. This letter is to be considered your permit to do so. The following are to be a part of this permit agreement: 1. While working on the State's right-of-way it will be necessary to use "Men Working" signs which must be erected prior to starting work and removed daily. 2. Traffic control will be in strict accordance with the attached. 3. Positive drainage is to be maintained within the right-of-way at all times. A 15" or equivalent culvert will be required under the entrance. 4. All work on the right-of-way is to be confined to the temporary entrance location only. 5. A minimum 8" of coarse aggregate by 30' in width will be required to be placed from the edge of the roadway and extended back onto private property far enough to prevent carrying of mud onto the roadway. 6. Any damages to the pavement structure of Route 522 adjacent to this entrance will be corrected by your firm to the satisfaction of the Virginia Department of Transportation. 7. It should be understood any disturbed turf on the State's right-of-way will be topsoiled and reseeded. SEP TRANSPORTATION FOR THE 21 ST CENTURY 0 Mr. David Burns August 31, 1990 Page #2 8. The Department of Transportation will not be held liable for suit.should such result from this operation. If these requirements are not followed then this temporary construction entrance permit may be revoked. Should you have any questions concerning the above, please do not hesitate to call. RBC/rf Attachments xc: Mr. R. L. Moore Mr. W. L. Stover Mr. F. E. Wymer Mr. R. W. Watkins Sincerely, William H. Bushman Transp. Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior Application for a Site Plan Complete the following application: Development's Name: Ad5zw ✓ CL�� Location of Property: ; kjc-sT Q6✓r6 SZZ, O.7,941, (by street names) -:�50v-rr+ OF yore �50 4 = -81 DATE 8 _8 - '-%> Application # O/ / '"I(J Property Owner' s Name: EI.jk�S GLt lea of &4/MC44AR TEJe Ad —dress: PQ . aw 330l0 r2 ^e7- A47VAC Telephone: Applicant/Agent: G/A/�/�G Address: //04 HAA5 L Z441fl Telephone: crillL --gr/8S Designer/Design Co.: J' 14A416r AA AO✓fi Address: Telephone: Contact; Al, RAUAzE o!!5;4LAiC-S Total Area of Property: -7- 1G 40 4 0— Tax Map Number: 4o O n.4 `f Parcel Number: ,< ¢,46MLJOO000w00000050 Property Zoning and Present Use: Adjoining Property Zoning and Present Use: � 3-Z Proposed Uses: S- I �EL�s G1L113� Magisterial District: jfIALC1.t167e 5 APPLICANT'S CHECKLIST Your site plan should include the following: 1. Name of the proposed development 2. Name and address of owner 3. Name and address of developer 4. Name, address, and phone number of designer 5. Magisterial District of site 6. Zoning of site 7. Certificate of surveyor, engineer, or architect ✓ 8. Acreage of all lots included in the plan ✓ 9. Use and zoning of adjoining properties 10. Location map 11. Scale 12. Date planned prepared and date of revisions c� 13. North Arrow 14. Name and number of existing and planned streets ✓ on and adjoining the site 15. Location of existing and planned streets on and ✓ adjoining the site 16. The dimensions, boundaries, width, pavement, and construction of planned roads. 17. The location and dimensions of all proposed entrances ✓ from public right of ways. ✓ 18. Surveyed boundaries for all lots and parcels 19. Location of all buildings, structures, and uses 20. The proposed use of each building, structure and area. ' 2. The location and dimensions of requires setbacks and yard areas. 23. Ground floor area and total floor area of all ✓ buildings with FAR calculation for retail and commercial zoning districts. 24. The height of all buildings and structures 25. The location and dimensions of all signs ✓ 26. Location of all utilities, including sewer and water lines with the size of lines, mains, and laterals 27. Location and width of all easements, including access, ✓ utility and drainage easements. 28. Existing and finished contour lines ✓ 29. The location of existing steep slopes, existing woodlands, floodplains, wetlands, sinkholes and other environmental features 30. The location of streams and drainage ways ✓ 0 0 • 31. Calculations describing the required number of parking and loading spaces. 32. The location and dimensions of all parking and loading spaces, driveways, parkins aisles, curbing, and parking lots with a description of pavement, curbing, and other features to be used 33. The location and dimensions of handicapped parking spaces 34. Landscaping plan describing location and types of plants to be used. 35. Location of required buffers and screening with cross sections or profiles 36. A stormwater management plan with run off calculations and location and description of facilities to be used 37. Soil erosion and sedimentation control plan with location, types, and examples of provisions to be used 38. Location of sidewalks and pedestrian ways 39. Location of outdoor trash receptacles 40. Location of outdoor lighting fixtures 41. Location and nature of outdoor storage areas 42. The location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet the Fire Code requirements 43. The location and types of all dwelling units 44. The location and area of common open space 45. The location and description of all recreation facilities to be used. 46. A listing of all conditions placed on the site as a result of a conditional use permit or conditional zoning approval. 47. A space labeled "approved by Frederick County Zoning Administrator" for the signature of the Zoning Administrator and a space for the date of such approval. 7 v • EROSION AND SEDIMENT CONTROL NARRATIVE ELK'S CLUB August 6, 1990 PROJECT DESCRIPTION The purpose of this project is the construction of a 12,000 sq. ft., one story building to be used for a lodge meeting hall. The total area of the site is approximately 7.16 acres and is located 4000 ft. south of the intersec - tion of Rt. 50 and Rt. 522. An additional area will be graded for parking and access road. A total area of approximately 3.9 acres will be disturbed during construction. EXISTING SITE CONDITIONS The proposed site is an area of slight to moderatly sloped rolling land covered with grasses, scattered trees and some wooded areas. The site is divided into areas I, II and III and shown area combines with the surface into Abrams Creek. The slopes moderate at 5% and sheet flow swale provided for I-81. ADJACENT PROPERTY three drainage areas noted as on Map No. 2. This drainage flow along I-81 and flows throughout the site are from the site to the drainage This site is bordered on the north by Haster Industries (zoned B-2), on the east by the Wilson Trucking Company (zoned M-2), on the south by an existing trailer park (zoned MH-1) and on the west by Interstate Rt. 81. SOILS The predominate soils which will be disturbed are Carbo silty loam and clay and Oaklet silty loam. The Carbo soils are moderately deep, well drained soils in the limestone valley. The surface soil is a dark, yellowish brown, silt loam from 0 to 9 inches. The surface layer is underlain from 9 to 13 inches with a dark brown silty clay with 10 percent limestone channels. Ths subsoil from 13 to 26 inches is a strong brown clay, massive, firm, very sticky and very plastic. The Oaklet soil is a dark brown silt loam from 0 to 5 inches. The subsurface soil from 5 to 11 inches consists of a yellowish brown silt loam. The soil from 11 to 31 inches is a yellowish brown clay, moderately fine and medium subangular blocky structure, firm, sticky and plastic. The permeability of the Carbo and Oaklet soils is slow in the topsoil and substrata and very slow to slow in the subsoil. The erodiability factor (K) is 0.37 in the topsoil and from 0.24 0.28 in the subsoil. • CRITICAL EROSION AREAS There are no critical erosion areas on this site due to the moderate slopes and vegetative cover to be left in place. EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained in accordance with the minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. STRUCTURAL PRACTICES 1. Temporary Construction Entrance - 1.01 A temporary construction entrance shall be installed where the access road intersects with Route 522. During wet weather conditions, drivers of construction vehicles will be required to wash their wheels before entering onto the highway. 2. Straw Bale Barrier - 1.05 A straw bale barrier is to be placed between the proposed parking area, across the proposed swale and the proposed S.W.M. pond to reduce the velocity of the surface flow and--to-protect the S.W.M. pond from excess siltation during construction. 3. Silt Fence -1.06 A filter fabric stretched across and attached to supporting posts and entrenched shall be placed along the edge of the disturbed areas where required'to intercept and detain small amounts of sediment from disturbed areas from leaving the site. 4. Permanent Seeding - 1.66 The S.W.M. pond, drainage ditches and other disturbed areas shall be seeded and mulched immediately after grading in accordance with the Standards and Specifications. Selec - tion of the appropriate seed mixture will depend upon the time of the year it is to be applied. 5. Tree Preservation and Protection - 1.85 Care must be taken to prevent existing trees from mechanical and other injury during.land disturbing and construction activity to insure survival of desirable trees. 6. Outlet Protection - 1.36 Outlet protection consisting of Class II Rip Rap shall be installed at the outlet end of the principle spillway from the S.W.M. pond to prevent scour and minimize the potential for downstream erosion by reducing the velocity of the discharge flow. MANAGEMENT STRATAGIES 1. Construction shall be sequenced so that grading operations can begin and end as -quickly as possible. 0 9 2, Sediment trapping,measures shall be installed as a first step in grading and shall be seeded and mulched immediately following installation. 3. Temporary seeding or other stabilization, if required, shall follow immediately after grading. 4. Areas which are not to be disturbed shall be clearly marked by flags, signs, etc. 5. The job superintendant shall be repsonsible for the installation, maintenance, and removal of all erosion and sediment control practices. PERMANENT STABILIZATION All areas disturbed by construction will be stabilized with permanent seeding immediately following finish grading. Seeding will be done with Kentucky 31 Tall Fescue according to standard and specification 1.66 of the 1980 Virginia Erosion and Sediment Control Handbook. Permanently seeded areas shall be protected during establishment with straw mulch. STORMWATER MANAGEMENT A stormwater management pond is required to accommodate the increase runoff due to development of this site. (see runoff calculations) MAINTENANCE In general, all erosion and sediment control measures will be checked weekly and after each significant rainfall. The following items will be checked in particular: 1. The temporary construction entrance and rip rap outlet protection will be checked regularly for sediment buildup. If the rip rap is clogged with silt, it will be removed, cleaned and/or replaced. 2. The straw barrier and silt fences will be checked regularly for undermining or deterioration. 3. All seeded areas will be checked regularly to see that a good stand is maintained. Areas should be fertilized and reseeded as required. LAND DISTURBING PERMIT ISSUED TO: Buddy Strawderman of Construction Management who has met all requirements of the Frederick County Erosion and Sedimentation Control Ordinance as certified by the Frederick County Department of Planning and Development. AGREEMENT This agreement, made this 8th day of August 1990 , by and between Buddy Strawderman of Construction Management party(s) of the first part, and the County of Frederick, Virginia, party of the second part. Whereas, in consideration of the approval by the party of the second part of this Virginia land disturbance plan and permit for The Elks Club -- Site Plan #046-90 and the party of the second part requiring the following work to be completed during the land disturbance construction and before final occupancy, the party(s) of the first part or his heirs/ assigns agree to do the following work: Provide for the adequate control of erosion and sedimentation by temporary and permanent control practices and measures which will be implemented during all phases of clearing, grading and construction and to provide for conformity with the Virginia Erosion and Sediment Control Law, Title 21, Chapter 1, Article 6.1 of the Code of Virginia and local code laws. To provide Erosion and Sediment Control as per the Erosion and Sedimentation Control Plan. IV c 0 -z- The party(s) of the first part does further agree that an agent of Frederick County shall be permitted entry to the site of the land disturbing activity to inspect the control measures shown in the approved plan. In testimony whereof, the party of the first part has hereunto caused its corporate names and seals to be hereunto affixed, for and in its behalf, by Buddy Strawderman and caused this agreement to be acknowledged and delivered for and in its behalf. Construction Management Corporation BY: y G� CLl2p , In testimony whereof, the party of the second part has hereunto caused its body corporate names and seal to be hereunto affixed, for and in its behalf by Evan A. Wyatt, Planner II County of Frederick, Virginia BY: UCA ti -tix cJl Freder ck Cou, ty D partment of Plan ing & evelopment NOTE: Issuance of this permit does not constitute approval of a site plan. This permit is for land disturbance only. w L 0 -3- STATE OF VIRGINIA COUNT OF FREDERI L22L::=-' I, a Notary Public in and for the State and County aforesaid, do hereby certify that this day perso ally appeared before me in my said County, / of and of the Frederick County D whos artment of Planning and Development, s are signed to the foregoing i appear before agreement dated me and acknowledged the same. Given under my hand this day of 192. No ary Public My Commission expires on did personally RAY D. PETHTEL COMMISSIONER COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 EDINBURG, 22824 WILLIAM H. BUSHMAN ( 703 ) 984-4133 RESIDENT ENGINEER August 27, 1990 Mr. Austin Spitler Ref: Proposed Commercial Entrance C/O Greenway Engr. & Surveying Co., Inc. Elks Club 1104 Baker Lane Route 522 South Winchester, VA 22601 Frederick County Dear Austin: This is to acknowledge receipt of the above referenced project's revised site plans dated August 24, 1990. The resubmitted plans appear to be satisfactory and are therefore approved. Please advise the developer accordingly. Before any work is performed on the State's right-of-way the appropriate land use permits must be applied for and issued to cover said work. These permits are issued by this office and require an inspection fee and surety bond coverage. Should you have any questions concerning the above, please do not hesitate to call. RBC/rf Attach. xc: Mr. R. L. Moore Mr. J. B. Diamond Mr. R. W. Watkins Sincerely, W. H. Bushman Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior TRANSPORTATION FOR THE 21 ST CENTURY y. � COUNTY of FREDERICI - r Department of Plannim, and De%-elopmel, w� t� 703 665-%, REQUEST FOR SITE PLAN COMMENTS FAX 703 667-0 3- Virginia Department of Transportation P.O. Box 278, Edinburg, Virginia 22824-0278 (703) 984-4133 The local offi.ce'of the Transportation Department is located at 1550 Commerce Street, if you prefer to hand deliver this review form. Applicant's name, address and phone -number: Name of development and/or description of the request: �1&.6 oo.ZI-40* Location: Transportation Department Comments: See attached Letter from W. H. Bushman to Greenway Engineering dated August 27, 1990. VDOT Signature and Date: (NOTICE TO VDOT - PLEASE RETURN THIS FORM TO THE APPLICANT.)' NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach THREE copies of your plans and/or .pplication form. 9 Court Square - P.O. Bo. 601 - W'inehester, Vir!-,inia - 22601 COURT TY of FREDERICK Department of Plannin'- and Dc%,clopmcni.. 701 665-56`4 REQUEST 22a SITE PLAN COMMENTS F''%X 701 667-0370 Frederick County Sanitation Authority P.O. Box 618, Winchester, Virginia 22601 -- (703) 665-5690 The Frederick County Sanitation Authority is located on the second floor of the Old Frederick County Courthouse in Winchester, if you prefer to.hand deliver.this review form. Applicant's name, address and phone.. number; L.C}Y lireeeer1-ham �42 -4m 1/D4 f3nker Jr1rV_ - L,�;rLhe�� r. tic Name of development and/or description of the request: ELKS CLOIA Location: • .. ai 6194 Sanitation Authority Comments: , 51841r iboI& /°R/ter -aY WA1�45. .4 I)r.z � yo, J Sanit. Signature & Date: V�•2 (NOTICE TO -SANITATION - SE RETURN THIS FORM TO APPLICANT. NOTICE TO APPLICANT It -is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach TWO copies of your plans and/or application ::orm. 9 Court square 0 C P.O. Box 601 - Winchester. Virginia - 22601 0 • FREDERICK COUNTY SANITATION AUTHORITY JAMES H. DIEHL, CHAIRMAN C.A. MOLDEN, VICE CHAIRMAN G. W. BOR'DEN, SEc.-TRE". DONALD R. HODGt;ON E. O. RUDOLPH, IN NED M. CLELAND POST OFFICE BOX 618 WINCHESTER, VIRGINIA 22601 PHONE TOS — 665-5690 July 20, 1990 Ms. Brenda Culp Greenway Engineering & Surveying Co., Inc. 1104 Baker Lane Winchester, VA 22601 REFERENCE: Elks Club Water and Sewer Dear Ms. Culp: WELLINGTON H. JONES. P.E. ENGINEER - DIRECTOR The Frederick County Sanitation Authority approves the Elks Club receiving water and sewer service from the City of Winchester for their proposed building on Route 522. If you have any questions, please do not hesitate to contact me. Sincerely yours, W. H. Jones, P.E. Engineer -Director /ths cf- Jesse W. Moffett - City of Winchester Frederick County Sanitationlethority Post Office Box 618 WINCHESTER, VIRGINIA 22601 LETTE OF TRANSIYIITTA Phone 665-5690 WE ARE SENDING YOU Attached ❑ Under separate cover via_ ❑ Shop drawings ElPrints I& rvflans ❑ Copy of letter ❑ Change order ❑ THESE ARE TRANSMITTED as checked below: ❑ Samples the following items: ❑ Specifications ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ®'Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Cl TY T/v1y TY �is1Y.E (1PA/S4/C7'/04,- yy A4N7'5 l 7411S .oAo✓.ECT, Poi COPY TO 561AF5 SE W -# Dfi�,ETT C/7y OF W //VCC�jle'STiiFi� SIGNED: r , PMOOOCI 142 Nso.# da, r,,w er ulUi It enclosures are not as noted, kindly n it at once. co COl 'TY of FREDLh1Cl: Dcpartmcnt of Plauninb and DcvclopiucuL , 703/ oo�-Sow REQUEST FOR SITE PLAN COMMENTS FAX 703/oo7-0% Frederick County Inspectiona Ue= X-tA.�nt AZVN; .Kenn@th L. Coffelt, Director P.O. box 601, Winchester, Virginia 22601 (703) 665-5651 The -Frederick County Inspections Department is located at 9 Court Square in Winchester, if you prefer to hand deliver this review form. Applicant's n"Ama, dddreuts aud phoue number: Nau►e of developueat and/or d"cription of the r.?.quest: Locatiou: InSoactloaa DeparGuwnt ,Iq lf' 7 Inspect. Signature & Date: (NOTICE TO INSPECTIONS - P RETURN THIS F I % - % n APPLICANT.) NO'rICH TO APPLICANT It is your responsibility to cQwplete this forms as accurately as possible in order to assist the agency with their review. A1bo4 please attach a copy of your plans and/or application ionu. 9 Court Square . - P.O. box 601 - Winchester. Virbinia - 22001 r COUNT&OF FREDERICK, VIRGINIA ~ ��E MARSHAL'S OFFICE LAND DEVELOPMENT COMMENTS Control No. 083090372 Date Received 082990 Date Reviewed 083090 Applicant Name Greenway Engineerirrg & Surveying Co. Address 1104 Baker Lane Winchester, Virginia 22601 Project Name Elks Club Phone No. 703-662-4185 Type of Application Site Plan 1st Due Fire Co. 18 Election District Shawnee Current Zoning 1st Due Rescue Co. 18/3 RECOMMENDATIONS Automatic Sprinkler System X Residential Sprinkler System Automatic Fire Alarm System X Other Emergency Vehicle Access; Adequate X Inadequate Not Identified Fire Lanes Required; Yes X No Comments: In front of hydrants and fire department Siamese connectiun per Frederick County Chapter 10. Roadway/Aisleway Widths; Adequate X Inadequate Not Identified Special Hazards Noted; Yes X. No Comments: Storm detention pond shows all weather surface which can be a hazard to children. Provide access (emergency) if this is in fact � a year round surface. - Continued - M, 0 Hydrant Locations; Adequate ^ X Inadequate Siamese Connection Location; | Approved Not Approved Not Identified Not Identified X Additional Comments: Please locate fire department siamese connection in rear of building where sprinkler main enters building. Siamese must | be within 50' of hydrant. U Review Time .25 hr 0�� C�� Ld/ r� [ ' L� q / 110 Douglas A. Kiracofe N Fire Marshal m~ .,�cj way 1104 6okjo lava • w0ctuiAlnr. v • 22001 • �03 .41�5 H. &69--4 ECWN • C.LS. • P(6si44nt 1nz.1 RECEIVED .�UL 1 6 is j L c- TU'C 2 C)G`' L/ Giro /U Y .wv •� l_ A�riN�a O O � - /1/E A.z E Sc it/O/NG You rNE ATT.? Ch/c D f�•�/•c/T.� a L ?NE.S E A,z E T.� a�c/s.Nr rrEo .a Gs�EC.CED v c"c or✓ aFo,e a�itorat O .�ESvdtisirTEO co�res fo.0 ,�`�.coyrG p FO.r YOu•� !/SE n surs�sirrc v coi�res f'o,t ois>.cio�rro•v � AS ,eEpUES7'ED n .c'E>!/,e.�/ED CO.�.eEltEO P•2/NT.S D FD,t .�E�'/ErY : lOMniE.c/i 0 .zEMA•e�3 G/ Z- _ �. �� F FREDERlCK, VlRGINI�� -� ��NTy O�� -� FIRE MARSHAL'S OFFICE -- _ LAND DEVELOPMENT COMMENTS " . Control No. 071390209 Date Received 071390 Date Reviewed 072490 Applicant Name Greenway EngineePing & Surveying Co. Address 1104 Baker Lane Winchester, Virginia 22601 Project Name Elks Club Phone No. 703-662-4185 Type of Application Site Plan Current Zoning 1st Due Fire Co. 18 1st Due Rescue Co. 18/3 Election District Shawnee RECOMMENDATIONS Automatic Sprinkler System X Residential Sprinkler Systeu ---- -- Automatic Fire A1urm System X Other Emergency Vehicle Access; Adequate X Inadequate Not identified Fire Lanes RequireQ Yes No Comments: Posted fire lanes required in front of hydrants ano fire department siamese connections' Roadway/Aisleway Widths; Adequate n a d e q u a t e Hoc ldentifzed Special Hazards Noted; Yes No X Comments; - Continued - 0 Hydrant'Locations, Adequate Inadequate X qiamese Connection Location: Not Identified Approved Not Approved Not Identified X Additional Comments: The hydrant shown is 75` from the sprinkler line. . . ........................ --- --.— ._�� The siamese connection must be within 50' of a hydrant per Frodurick County Chapter 10. When a hydrant is dedicated to the siamese, an additional hydrant _..... ....... . .... ___��- meeting the distance requirements is required by Chapter 10. --- During construction, access for a 25 ton emergency vehicle must Ue maintained at all times. Review Time .50 hr Douglas A. Kiracofe Fire Marshal � WINcj, CITY OF WINCHESTER, VIRGINIA \It September 11, 1990 Doug Toan Construction Management Inc. 150 McGhee Road Winchester, VA 22601 SUBJECT: Elks Club Site Plan - Frederick County Approval of Water and Sewer Plans Dear Mr. Toan: Rouss City Hall 15 North Cameron Street Winchester, VA 22601 703-667-1815 Enclosed please find three copies of the approved engineering construction plans for the water main extension and sewer service connection for the proposed Elks Club project on VA 522 South. The approval is conditional on the receipt of The Deed of Easement and Plat for same, in proper form, for review prior to recordation and the execution of a Utility Extension Agreement with the City through the Utilities Department. By copy of this letter, I am advising Mr. Jesse Moffett, Utilities Director, of the plan approval from a technical standpoint. Before construction may begin I will need to know who the Contractor will be and receive a copy of their Certificate of Insurance. Also, either the Owner or Contractor must provide a Performance Security, in satisfactory form, in 100 percent of the cost of installation of the infrastructure improvements that will become the City's responsibility. These and several other items are enumerated in the Extension Agreement. Your help in ensuring the Owner understands their obligations under the Extension Agreement for the construction and City's final acceptance would be appreciated. Sincerely, Michael Weber, City Engineer cc: Jesse Moffett, Utilities Director H. Bruce Edens, Greenway Engineering Lean Wyatt, County Planning enclosures "THE APPLE CAPITAL" • E CITY OF WINCHESTEIl, VIRGINIA Rouss City Hall 15 North Cameron Street Winchester, VA 22601 703-667-1815 September 11, 1990 Doug Toan Construction Management Inc. 150 McGhee Road Winchester, VA 22601 SUBJECT: Elks Club Site Plan - Frederick County Approval of Water and Sewer Plans Dear Mr. Toan: Enclosed please find three copies of the approved engineering construction plans for the water main extension and sewer service connection for the proposed Elks Club project on VA 522 South. The approval is conditional on the receipt of The Deed of Easement and Plat for same, in proper form, for review prior to recordation and the execution of a Utility Extension Agreement with the City through the Utilities Department. By copy of this letter, I am advising Mr. Jesse Moffett, Utilities Director, of the plan approval from a technical standpoint. Before construction may begin I will need to know who the Contractor will be and receive a copy of their Certificate of Insurance. Also, either the Owner or Contractor must provide a Performance Security, in satisfactory form, in 100 percent of the cost of installation of the infrastructure improvements that will became the City's responsibility. These and several other items are enumerated in the Extension Agreement. Your help in ensuring the Owner understands their obligations under the Extension Agreement for the construction and City's final acceptance would be appreciated. Sincerely, lLc."Z,, e� Lvvz- 6 �,, ✓ Michael Weber, City Engineer cc: Jesse Moffett, Utilities Director 01. Bruce Edens, Greenway Engineering Evan Wyatt, County Planning enclosures "THE APPLE CAPITAL" u • CITY OF WINCHESTER, VIRGINIA Ms. Brenda Culp Greenway Engineering 1104 Baker Lane Winchester, VA 22601 SUBJ: ELKS CLUB Dear Ms. Culp: July 18, 1990 & Surveying Co., Inc. Rouss City Hall 16 North Cameron Street Winchester, VA 22601 703-667-1815 In regards to your plan submittal for providing water and sewer service to the proposed Elks Club building, the following recommendations are put forth: 1. On sheet 1 of 3, proposed 4" sewer connection is not shown properly being connected to the existing sewer line located in the easement in front of the Elks Club facility. Plan should detail location and inverts of sewer along the easement fronting the property to be developed. 2. Regarding the location of water meter and water service, our recommendation would be to relocate the meter vault installation to the edge of the easement area at the beginning of the proposed drive to the building. Details should be given for the meter vault and associated hardware to be utilized to provide both domestic and fire protection. As a general note, because of the proximity to Frederick County Sanitation Authority water supply it would be necessary that the FCSA provide in writing their willingness for the City to provide both water and sewer service to this proposed development since it is located within Frederick County. I would suggest that in the future any plan review transmittals be submitted through the Planning Department, attention Tim Youmans. In this way full review in the most expedient manner will be obtained. I have forwarded on a set of proposed plans to the Engineering Department for review and comments. If you have any questions, please contact this office. SVncerely, kAAA& Jesse W. Moffett Public Utilities Director pc: Tim Youmans, Planning Director Mike Weber, City Engineer Wendy Jones, Engineer -Director, FCSA rJ "THE APPLE CAPITAL" VVINch, CITY OF WINCHESTER, VIRGINIA July 20, 1990 Rouss City Hall lb North Cameron Street `lRG11Q' Win 03-ter, VA52601 Brenda Culp Greenway Engineering & Surveying Co., Inc. 1104 Baker Lane Winchester, VA 22601 SUBJECT: Elks Club Extension Plans Dear Ms. Culp: In completing your sewer and water extension plans for the proposed Elks Club building off 522 South you will need to address the following items as a minimum. These are highlights and are not intended as complete comment. - Water main in the City system must be DIP. - Water main must be at least 10 foot away from the sewer main horizontally. The water main must also be at least 5 feet away from a combined easement edge. This will mandate additional easement being provided. - Is the current easement only for sewer? If so, then it must be revised to cover the water main as well. Don't forget the Deed Book reference (s) . - There is no plan or profile for the water main. - The proposed water main and existing sewer main must be shown on the plan and profile on sheet 2 of 3. There has to be at least one sanitary sewer manhole or more that are along the entrance road that are not shown. No consideration has been shown regarding the effect of this proposal on them. - Crossing storm sewer pipes may be a conflict. Resolve the elevations now, not in construction. - There should be physical ties provided so that the Contractor can layout the improvements. - No details are provided for the sewer manhole adjustments. - The sewer lateral is drawn to the easement line rather than the sewer. - Under new policy, no plan will be reviewed unless the responsible, licensed designer has signed all sheets of the plans. An unsigned seal is no longer acceptable. The initial inquiry to my office on this project identified it as a service connection. In the future, please properly identify projects that entail sewer and/or water extensions as that. These types of projects require engineering review and proper construction drawings as well as an extension agreement. Proper initial identification can avoid delays in the projects receiving approvals. Sincerely, Michael Weber City Engineer 0 c, "THE APPLE CAPITAL" • U ENGINEERS ARCHITECTS SCIENTISTS el July 30, 1990 Mr. Evan Wyatt, Planner I Frederick County Planning Department 9 Court Square, P.O. Box 601 Winchester, VA 22601 Re: Elks Club Site Plan 17555.102 Dear Evan. We have reviewed the above referenced site plan as submitted by Construction Management, Inc, and have the following comments: ACCESS ISSUES The plan indicates that the site connects to an existing 22 foot access road which connects to Route 522. The service entrance plan and profile does not indicate that the road is existing. It appears that the service road is to be built or significantly improved to its connection with Route 522. As part of the improvements, a turn lane from Route 522 may need to be considered. Traffic projec- tions from this project have not been provided. This info- rmation is needed in determining the turn lane requirements. I would anticipate that the operation hours for functions sponsored by the Elks Club will be concentrated. Therefore, peak traffic loads at the Route 522 entrance could be significant. Fortunately, it would seem to me that these concentrated traffic loadings would be at off peak hours for traffic along Route 522. The owner and designer should identify what the uses of this facility is going to be and anticipated hours of operation and projected traffic flow. With this information it would be more apparent if a turn lane would be needed from Route 522. Sight distance is another point of consideration for this access plan. It appears from the 200 foot scale map that the horizontal sight distance should be acceptable. Vertical sight distance looks like it may be alright, but it is difficult to confirm at this scale. This should be verified. ■ 11240 Waples Mill Rnad Fairfax, Virginia 22030 703.385.3566 Teli fim 703. 385. 8319 0 • DRAINAGE ISSUES Stormwater management calculations, storm sewer calcu- lations and drainage divide map was provided. The calculations appear to be complete and accurate, �Rc'tii�rFF crs exceppt in the outlet channel spillway the slope — O.1Oft/ft not O.Olft/ft, thereon, the velocity and "Q" will be higher than indicated. Typically, I do not recommend that the emergency spillway be placed over the dam section. With high flow volume and velocities, it would wash out the dam. To place it over the dam I would recommend a heavily rip -rapped section, velocities would determine if grouting is needed. See VDOT Drainage Manual. The plans do not provide any detailing or dimensions for the construction of the dam, spillway or pond itself. No details or profile is provided for the 2 proposed RCP culverts under the access road at the entrance to Route 522 or the site. EROSION AND SEDIMENTATION CONTROL The E & S Narrative is incomplete. It does not include much of the basic requirements as required by the Virginia E & S Handbook such as timing, phasing of E & S measures, maintenance of measures, seeding and stabilization, removal of measures. Measures need to be shown with typical standards and/or details referenced on the plan. A temporary construction entrance will be needed to ensure mud and sediment do not get tracked onto Route 522. These items need to be addressed before we can recommend approval of the plans as submitted. With appropriate erosion and sedimentation controls, I would not have a problem with recommending the approval of an early grading permit. All other permits should be held until final approval. Sincerely, ENGINEERS ARCHITECTS DONQHUE & SSOCIATES, INC. SC' IINIISI-S Paul A. Bernard, P.E. Project Manager PAB/ j 1 a cc: Bruce Edens - Greenway Engineering Construction Management, Inc. file: reports/fredco/AB1 0 11240 Waples Mill Road ENGINEERS Suite 100 ARCHITECTS Fairfax, Virginia 22030 SCIENTISTS 703.385.3566 Evan Wyatt, Planner I Frederick County Planning Department 9 Court Square, P.O. Box 601 Winchester, VA 22601 Your Authorization Elks Club Site Plan lst Review Principal Project Manager Engineer Admin. Assist. Signed Agreement 0.5 hrs 3.0 hrs 6.0 hrs 1.0 hrs Total Direct Total Indirect TOTAL DUE THIS INVOICE @48.00 @33.25 @19.90 @14.50 Date: July 30, 1990 Please Reference: Project No. 17555.102 Invoice No. 9006344 Client No. 07534 24.00 99.75 119.40 14.50 257.65 386.48 $ 644.13 PinK 4 fir1Gt'(F- &0, ep)go EROSION AND SEDIMENT CONTROL NARRATIVE ELK'S CLUB August 6, 1990 PROJECT DESCRIPTION The purpose of this project is the construction of a 12,000 sq. ft., one story building to be used for a lodge meeting hall. The total area of the site is approximately 7.16 acres and is located 4000 ft. south of the intersec - tion of Rt. 50 and Rt. 522. An additional area will be graded for parking and access road. A total area of approximately 3.9 acres will be disturbed during construction. 17 EXISTING SITE CONDITIONS The proposed site is an area of slight to moderatly sloped rolling land covered with grasses, scattered trees and some wooded areas. The site is divided into three drainage areas noted as areas I, II and III and shown on Map No. 2. This drainage area combines with the surface flow along I-81 and flows into Abrams Creek. The slopes throughout the site are moderate at 5% and sheet flow from the site to the drainage swale provided for I-81. ADJACENT PROPERTY This site is bordered on the north by Haster Industries (zoned B-2), on the east by the Wilson Trucking Company (zoned M-2), on the south by an existing trailer park (zoned MH-1) and on the west by Interstate Rt. 81. SOILS The predominate soils which will be disturbed are Carbo silty loam and clay and Oaklet silty loam. The Carbo soils are moderately deep, well drained soils in the limestone valley. The surface soil is a dark, yellowish brown, silt loam from 0 to 9 inches. The surface layer is underlain from 9 to 13 inches with a dark brown silty clay with 10 percent limestone channels. Ths subsoil from 13 to 26 inches is a strong brown clay, massive, firm, very sticky and very plastic. The Oaklet soil is a dark brown silt loam from 0 to 5 inches. The subsurface soil from 5 to 11 inches consists of a yellowish brown silt loam. The soil from 11 to 31 inches is a yellowish brown clay, moderately fine and medium subangular blocky structure, firm, sticky and plastic. The permeability of the Carbo and Oaklet soils is slow in the topsoil and substrata and very slow to slow in the subsoil. The erodiability factor (K) is 0.37 in the topsoil and from 0.24 0.28 in the subsoil. - . I 1.. 0 6 CRITICAL EROSION AREAS There. are no critical erosion areas on this site due to the moderate slopes and vegetative cover to be left in place. EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained in accordance with the minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. STRUCTURAL PRACTICES 1. Temporary Construction Entrance - 1.01 A temporary construction entrance shall be installed where the access road intersects with Route 522. During wet weather conditions, drivers of construction vehicles will be required to wash their wheels before entering onto the highway. 2. Straw Bale Barrier - 1.05 A straw bale barrier is to be placed between the proposed parking area, across the proposed swale and the proposed S.W.M. pond to reduce the velocity of the surface flow and to protect the S.W.M. pond from excess siltation during construction. 3. Silt Fence -1.06 A fi-lter fabric stretched across and attached to supporting posts and entrenched shall be placed along the edge of the disturbed areas where required to intercept and detain small amounts of sediment from disturbed areas from leaving the site. 4. Permanent Seeding - 1.66 The S.W.M. pond, drainage ditches and other disturbed areas shall be seeded and mulched immediately after grading in accordance with the Standards and Specifications. Selec - tion of the appropriate seed mixture will depend upon the time of the year it is to be applied. 5. Tree Preservation and Protection - 1.85 Care must be taken to prevent existing trees from mechanical and other injury during.land disturbing and construction activity to insure survival of desirable trees. 6. Outlet Protection - 1.36 Outlet protection consisting of Class II Rip Rap shall be installed at the outlet end of the principle spillway from the S.W.M. pond to prevent scour and minimize the potential for downstream erosion by reducing the velocity of the discharge flow. MANAGEMENT STRATAGIES 1. Construction shall be sequenced so that grading operations can begin and end as quickly as possible. 2. Sediment trapping,measures shall be installed as a first step in grading and shall be seeded and mulched immediately following installation. 3. Temporary seeding or other stabilization, if required, shall follow immediately after grading. 4. Areas which are not to be disturbed shall be clearly marked by flags, signs, etc. 5. The job superintendant shall be repsonsible for the installation, maintenance, and removal of all erosion and sediment control practices. PERMANENT STABILIZATION All areas disturbed by construction will be stabilized with permanent seeding immediately following finish grading. Seeding will be done with Kentucky 31 Tall Fescue according to standard and specification 1.66 of the 1980 Virginia Erosion and Sediment Control Handbook. Permanently seeded areas shall be protected during establishment with straw mulch. STORMWATER MANAGEMENT A stormwater management pond is required to accommodate the increase runoff due to development of this site. (see runoff calculations) MAINTENANCE In general, all erosion and sediment control measures will be checked weekly and after each significant rainfall. The following items will be checked in particular: 1. The temporary construction entrance and rip rap outlet protection will be checked regularly for sediment buildup. If the rip rap is clogged with silt, it will be removed, cleaned and/or replaced. 2. The straw barrier and silt fences will be checked regularly for undermining or deterioration. 3. All seeded areas will be checked regularly to see that a good stand is maintained. Areas should be fertilized and reseeded as required. JOB �L�'1 ✓ C46Now _ SHEET NO. OF CALCULATED BY L DATE__ - CHECKED BY DATE STOIy-/li1 f(/`/i/�/ G(JMf U/�'/ / �G/NJ SCALE c.ri ... /J .._ _ _. .... _ ... _._... ! ....... ......... ............ ... ...!... I � _,.... ... .. _..�.. .� . .... .... i. ! i ..... i I .....' c co, 3 5 i .. .... Y �......... . ....... .... :..... _ c� _ _�. ,5 ...._. .... .... _ ... . 1 `r ..... Oz = 4. 7 c A, _ 7o- r,i _ Tr.�_ _GPI: T.__ ��a...".Ol.. ......... _ .... _ .......... ..: ...... . _ .. ...... ...... _................ ._ 3 t- {. a— ..... ........ ..:.......... .. ......... ..........; . :..._ .... TG=__�1... ..... .... .... ... . ....... .. ..... . ......... _._......__.... .. .. _ .. ............: ......... . I ... .... ...._. ....... .. ..;__ ........ :........... .... ........:........... 1 i . ....... _. _...._ ................. ..... I ........... _. .........._.......... I i ' ,I. .......!....................... , �... ...... ...... . rwoouc,,,p I. W. brow M. OMl. 1. a« N10ME 10U FFU 14WM5�Ap • JOB - SHEET NO. OF i t ` • CALCULATED BY DATE CHECKED BY DATE __- SCALE _ - Matt 01471 To OMw "E TOLL FREE I MMAW -- LOCATIONSHEET OF DFLV aLOaMSNT aY J Am- COMPUTED- — 1„Qc1.'710N A¢EA ACES C CA (CA rma comc-miW- 17XN. 4 PtPrL N• o•Oi; jtRLtA�its ¢OM TO Sub TOtAL. INUT i�N 10TAI IIZR s VaL. i.bn1. Ft/i'sk`- A- .3 � 3� O.�Q G•3� w; V0 c �t :2 00, 5/ 7 Z 7 4. 1 D 0�2Z 0. �5 O. 7. Z7 4.5 15, i}.45 3. / 25 F ��= 3C- 0.Ze�5 /o X' :tarn/ I,zz k 5d 4, z 5 7. �LGOF0/2 Z y,P 5 70191- r = 7/Z 7 7.3 S � 4 5><orayd • JOB � t-L/<✓A h —/DO,- .-- SHEET NO. L OF CALCULATED BY �"� DATE CiIECKED BY �w / L,DAT,EE / SCALE ' / �/VFL�:-'✓v �7 G�,�/h'O�fi-/T �1'7 ' MOOUCT36IC�YK.. Wobn,Wr 01471 To Oror PAOpE TOLL iTIfF IlObt754lq . JOB E / /I ,5 AMP �= SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE /�/� SCALE /D ! C"( ' FROM ri 3*I�YWc.&am MM*1171 To Ore. PHONE TOLL FREE 14UDM1 M • JOB f-`!� -• SHEET NO. OF CALCULATED BY DATE CHECKED BY / DATE SCALE IOC"---- 14 O ICT 20 .1 Nrnr. - c,mm Wa a+nt To Ck� PHONE TOLL FPFE IN M4MO • - r JOB �Lll✓ �c^:rJt-•.. SHEET NO. OF � CALCULATED BY y DATE 4 • CHECKED eV w n DATE SCALE 2.r,3 7T5 730 ...... _......... ........ .. .... .... ....... .................. _._ _. .. ... _....... ... .... ..._ ..... ....___........ ...... ........... _....... .... .... .. .... .... � .. .. ._ ... .. .., ... .. ... ..:. ...�.. ._ .. .. ..........._ .. .._ ----.. :.... .. ._. .. ._.... i. __. ..._ .. �. _... __. .. .... .. _. ..._ ... ..._. .... f ' ...._ .. .. :. _. .. ........._....._..... .... ..... i _. ,.... ...._ _.. ... .._ .... __.... _...... f ..... ... I .. ................. � I I i _. . _.......:...............:... ... . ................ .. ....t ............, .. I . .... i i MQMLICT MI � k. GmW Mm 01471 To @EM PHONE TOLL FREE IMO.225 VO JOB /f SHEET NO. OF CALCULATED BY-,- DATE CHECKED BY DATE SCALE •/7-7 7211 . . ..... .... ...... . 4r- ....... . ........ .. .... . ......... ....... . . .. ....... . . .......... .. . ... .. ........... .. .......... ... .. ........ ... ......... 041 7. L --'�CT2M I Ar?M 'M C, M 1147, %(1,*, OMONE TOLL FPFF I M22SKVI • JOB SHEET NO. / OF CALCULATED BYy C� DATE �S �G�✓ CHECKED BY / E , DATE SCALE D1JT1cL D �'V V ... ........; . .............. ... t .. , {.. I i ... ........{ i i : F i ..... . ............... .... .......... {... .. ... ..... .. .... .... ... .. .... .... .... i ........... ...... r... ...... ..., ........ i .......� ... .. 1 .. ..............I...........i �..... ..... .... .... .... .... ..... ..... .... .. i.. ....................i..........................-.. +IIt , .................. .............. 1...........; r--......./- ;. i . ... .... ..... ! .... ........:................... 7 .... ............i........... ........... ....... ... _.....a.......... ... ..... .... :.................... ....... ...........................j..........1......................_........j...........i.......... j..........T..........'...... i t . .... .... !.... ... I .... ....... !..........1.......... �............ ..... .... ......... ................. .................. .............. ..... ... I i ........ .......... :........... ........ � .......... .. ........ ... ;._ _ I _ ....... I .................. �.. i ........ _ ; ........... ..................... _ ..... . ......... _ i ..... ..... ... .._ _ ...............��?.Ct _ ...;..... .............. I ........... _.....Y........_` ............... . __ .... _._.._ ........ - 7....:... ......... . 7 I i FADOL .T000•I�W,Gm 11.Wr 01471 %ONM ftM TOLL EPEE I4Obtl M 0 JOB( — SHEET NO. OF - CALCULATED BY `f l J (,:�7 DATE 7 CHECKED BY DATE —_ SCALE�S/-2/Lz- �i.:.'� t I � i I rnn t CT }Oft 'iAWW?V c Gow Wn Ou)t To 0t9w RR)RE TOtI FRFE I -OW - 4300 • �� / ` JOB •� SHEET NO. — L / OF CALCULATED BY �. / ! `� DATE CHECKED BY DATE _ .• r Ella .ire/!�G �� iL; i`i ••�� rP� _�/.' � SCALE- ^---_-- l'Sr�. � �Jr �i . �/i� _ fir• 0 cl G. . m lP ' ACT MI AMI )MO GMM Ysm 0101 Te O.On PHONE TOLL EPEE i PM MAW • • / JOB SHEET NO. OF CALCULATED BY DATE v CHECKED BY DATE SCALE -, 1 •, �r'• , -_ - I " % Flo /r r. . ....... 1 ...........�........... . I .. .... .... ... . ... • I I .... ... �{... ..... ......1 ... •....... ...{ .... i . . .... .... 1.. ..... .... ....... ... IrT 705.1 /AARPff'l.p CMdM. M.11 01471 To Ordn cMONF TOu FNFF I W • AW 0"SU 0DP I Do 11p1 MH �10 % I (IIO M.n wwp w1, BYJV I ,l J v , J�7 % Y• . 31V0 31V0 3O — — 7 _ - 31VOS AB 03HO3HO A8 031V1f1OlVO -- ON 133HS Bor . STORAGE TIME, INFLOV AVG. RATE, VOLUME, SALANCE, AT F �$ Cv. FT SU, FT. TABLE �. TR STORM ROUTING FOR DETENTION POND OUTFLOW AVG. RATE, VOLUME BALANCE, V.S. CHECK - RATE, CFS CFS OUT. CU. FT, CU. FT. ELEV. TOTAL VOLUME TRIAL CU. FT, V.S. ELEV. 375 50 1441-312 / J 12-50 2- J o. 7 Z. o 3.?� ,050 /' -3) 2/0 0 3 '/So /. 3. 4 2.7 32'J .3126 3 l Z 1 4,3 3 q, =1 53 ? 4914 / 3 /4 7 7.1 --3�7 �.�1 7,1 JI � 5,2 -7 717 2a 2. z - 0.7 ABLE 2 TR STORM ROUTING FOR DETENTION POND TIKE, INFLOW himL RATE, CFS—crs 40 AVG. RATE, VOLUME, iTORAGt BALANCE, „Cl, FT. 1wif". VOLUME TRIAL N. FT, V.S. ELEV, OUTiIOW RATE, CFS AVG. RATE, CFS VOLUME OUT, CU, FT. BALANCE, CU. FT, V.S. ELEV. CHECK Z. Z15 /9 /I/ C/-/ / .. L G�J V. !2/I //. 5 / /G7Z -354 4LG 7; � 6 4 6,-5 i�, /4 Z-';- /7/O !. 6 �, F / O %G J� 5 " /Z. Z1 /4 70 55 7�. 7d 4C /f. 4G GGl? 7//C G i n i ABLE 2 /��.�' TR STORM ROUTING i0R DETENTION POND TIME, 0s INFLOW RATE, CFScc AVG. RATE, VOLUME, W, FT STORAGE BALANCE, N, FT. M AL VOLUME CU• FT, TRIAL V.S. ELEV. OUTFLOW RATE, CFS AVG. RATE, CFS VOLUME QUT, CU. FT, BALANCE, CU. FT. W.S. ELEV. SNECK _ /7 G f, 5 /: G!• " r.25 /D. O z f �` Z3 /5, /9G�6�4 /GOUC 673 4 /D224 11.7 &z44 C'�r