HomeMy WebLinkAboutRutherfordCrossingPg42UNLESS OTHERWISE INDICATED ON THE DRAWINGS AND IN THIS NARRATIVE ALL
1. THE OWNER/DEVELOPER MUST NOTIFY THE DEPARTMENT OF PUBLIC WORKS
VEGETATIVE AND STRUCTURAL CONTROL PRACTICES SHALL BE CONSTRUCTED AND
AT LEAST 24 HOURS PRIOR TO THE START OF CONSTRUCTION IN
MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS
ACCORDANCE WITH APPLICABLE COUNTY ORDINANCES AND POLICIES.
REQUIREMENTS OF THE CURRENT EDITION OF THE VIRGINIA EROSION AND SEDIMENT
SUCH A MANNER THAT WILL NOT ERODE OR CAUSE SEDIMENTATION
CONTROL HANDBOOK (VESCH) AND THE FACILITIES STANDARDS MANUAL OF FREDERICK
2. THE OWNER/DEVELOPER GRANTS THE RIGHT-OF-ENTRY ON TO THIS
COUNTY. THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VESCH SHALL BE
PROPERTY TO THE DESIGNATED FREDERICK COUNTY PERSONNEL FOR THE
ADHERED TO UNLESS WAIVED BY A WAIVER APPROVED BY THE REVIEWING
PURPOSE OF INSPECTING AND MONITORING FOR COMPLIANCE WITH TITLE
AUTHORITIES. UNLESS OTHERWISE INDICATED ALL SPECIFICATION REFERENCES IN
10.01, CHAPTER 5, ARTICLE 4 OF THE CODE OF VIRGINIA, EROSION AND
THIS NARRATIVE AND ON THE PLAN REFER TO VESCH.
SEDIMENT CONTROL LAW.
STRUCTURAL PRACTICES
3. ALL EROSION CONTROL MEASURES SHOWN ON THE APPROVED PLAN MUST
LL BE IN ACCORDANCE
BE IN PLACE AND INSPECTED AND APPROVED BY THE DEPARTMENT OF
1. TEMPORARY CONSTRUCTION ENTRANCE (CE)- SPEC. 3.02
PUBLIC WORKS PRIOR TO CLEARING, STRIPPING OF TOPSOIL OR GRADING.
A TCM"P-6'-R-A-R-Y----C-O-N-S-TR--U--C--T-I"--ON--'-E--N--T-R-ANC-E WITH A WASH RACK SHALL BE INSTALLED AT
TRAPPING DEVICE,
THE ENTRANCE TO THE SITE AS INDICATED ON THE DRAWINGS. DRIVERS OF
4. A COPY OF THE APPROVED, EROSION AND SEDIMENT CONTROL PLAN AND
CONSTRUCTION VEHICLES LEAVING THE SITE SHALL WASH THEIR VEHICLES BEFORE
PERMIT SHALL BE KEPT ON THE SITE AT ALL TIMES.
ENTERING THE PUBLIC STREET.
ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE
TEMP-OVARY STABILIZATION WITH STONE OF ACCESS ROADS, SUBDIVISION STREETS,
5. THE CONTRACTOR /CONTRACTOR'S REPRESENTATIVE IS RESPONSIBLE FOR
2. SILT FENCE BARRIER (SF)- SPEC. 3.05
THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES
SILT FENCE BARRIER WILL BE USED WHERE THE ADJACENT LAND IS PROPOSED TO BE
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY
DISTURBED AS INDICATED ON THE DRAWINGS. THE SILT FENCE WILL ALSO SERVE AS
THE FREDERICK COUNTY ES INSPECTOR.
A BARRIER TO PROTECT UNDISTURBED AREAS AND OFF-SITE PROPERTIES.
BY FREDERICK
COUNTY E&S INSPECTORS. TRAPPED
6. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL
3. SUPER SILT FENCE BARRIER (SSE)
MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND
SUPE-R-SILT FENCE BARRIER WILL BE USED WHERE THE ADJACENT LAND IS PROPOSED
DURING SITE DEVELOPMENT UNTIL COMPLETE AND ADEQUATE STABILIZATION
TO BE DISTURBED AS INDICATED ON THE DRAWINGS. THE SUPER SILT FENCE WILL
IS ACHIEVED.
ALSO SERVE AS A BARRIER TO PROTECT UNDISTURBED AREAS AND OFF-SITE
(F) SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR
PROPERTIES.
7. WATER MUST BE PUMPED INTO AN APPROVED FILTERING DEVICE DURING
MAINTENANCE TASKS ARE PARTICULARLY IMPORTANT' AND SHALL BE PERFORMED AS
DFWATFRTNG OPERATIONS.
uuivjrLr_ i iui4 ur ML.L UnIALUNU VrCn/A I Wim urc) i ncmvi r-nvivi i m- ur%o.Lot r%ijw r'M I L-11
(A) SEDIMENT BASINS WILL BE CLEANED OUT WHEN THE LEVEL OF
STABILIZATION OF THE SITE, THE SEDIMENT BASIN WILL BE CLEANED OUT.
SEDIMENT BUILDUP REACHES THE CLEANOUT ELEVATION INDICATED ON THE
L GRADE IS REACHED
RISER PIPE. SEDIMENT SHALL BE DISPOSED IN SUITABLE AREAS AND IN
8. OUTLET PROTECTION (OP)- SPEC. 3.18
SUCH A MANNER THAT WILL NOT ERODE OR CAUSE SEDIMENTATION
THIS DIMENT CONTROL DEVICE SHALL BE USED AT ALL CULVERT PIPE EXITS
PROBLEMS.
DURING CONSTRUCTION.
WITHIN SEVEN (7)
DAYS TO DENUDED AREAS THAT MAY
(B) THE BASIN EMBANKMENT SHOULD BE CHECKED REGULARLY TO ENSURE
9. ROCK CHECK DAMS (SC)- SPEC. 3.20
THAT IT STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION
THIS SEDIMENT CONTROL DEVICE SHALL BE USED IN THE PROPOSED DITCH ES TO
OR CONSTRUCTION EQUIPMENT.
REDUCE THE VELOCITY OF CONCENTRATED STORMWATER FLOWS,
SEED MIXTURE SH
LL BE IN ACCORDANCE
(C) EMERGENCY SPILLWAYS SHOULD BE CHECKED REGULARLY TO ENSURE
10. TREE PROTECTION (TP)- SPEC. 3.38
THAT ITS LINING IS WELL ESTABLISHED AND EROSION RESISTANT.
THIS SEDIMENT CONTROL DEVICE SHALL BE USED TO PROTECT ALL EXISTING TREES
TRAPPING DEVICE,
DURING THE CONSTRUCTION PROCESS.
(D) SEDIMENT TRAPS WILL BE CHECKED REGULARLY FOR SEDIMENT
L BE STABILIZED WITHIN
CLEANOUT. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO
11. CONSTRUCTION ROAD STABILIZATION (CBS)- SPEC. 3.03
ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE
TEMP-OVARY STABILIZATION WITH STONE OF ACCESS ROADS, SUBDIVISION STREETS,
HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVED
PARKING AREAS AND OTHER TRAFFIC AREAS IMMEDIATELY AFTER GRADING TO REDUCE
FROM THE TRAP SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH
EROSION CAUSED BY VEHICLES DURING WET WEATHER, AND TO PREVENT HAVING TO
A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION
REGRADE PERMANENT ROADBEDS BETWEEN INITIAL GRADING AND FINAL
PROBLEMS.
STABILIZATION.
BY FREDERICK
COUNTY E&S INSPECTORS. TRAPPED
(E) GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT
MAINTENANCE PROGRAM
BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED
BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED.
DAILY BY THE SITE SUPERINTENDENT. THE CERTIFIED LAND DISTURBER FOR THE
AND SEDIMENTATION
SITE IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL EROSION AND
(F) SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR
SEDIMENT' CONTROL MEASURES AND PRACTICES. THE FOLLOWING INSPECTIONS AND
UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE
MAINTENANCE TASKS ARE PARTICULARLY IMPORTANT' AND SHALL BE PERFORMED AS
REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY
INDICATED:
TO THE TOP OF THE BARRIER.
1. BASINS/TRAPS SHALL BE INSPECTED WEEKLY AND AFTER EVERY MEASURABLE
(G) SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD
RAINFALL. THE SEDIMENT SHALL BE REMOVED FROM THE BASIN/TRAPS AND
STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS
RESTORED TO THE DESIGN DIMENSIONS AND VOLUMES WHEN THE SEDIMENT HAS
NEEDED.
ACCUMULATED TO ONE HALF OF THE DESIGN VOLUME OF THE WET STORAGE. THE
18. AREAS WHICH ARE NOT TO BE D
SEDIMENT REMOVED FROM THE BASIN/TRAPS SHALL BE SPREAD ON SITE IN A
(H) STREAM DIVERSION AND STORM CONVEYANCE CHANNELS SHALL BE
SUITABLE LOCATION ABOVE THE SEDIMENT BASIN/TRAP IN SUCH A MANNER THAT
INSPECTED DAILY AND AFTER EACH RAIN TO ENSURE THEY'RE
IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS.
FUNCTIONING PROPERLY AND THAT THE INTEGRITY OF THE LININGS ARE
INSTALLED AROUND
NOT IMPAIRED.
2. SEDIMENT BASIN/TRAP SHALL BE INSPECTED REGULARLY FOR STRUCTURAL
SOUNDNESS AND INTEGRITY AND DAMAGE BY CONSTRUCTION EQUIPMENT.
(I) ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
AUST BE STABILIZE[
EFFECTIVENESS OF THE EROSION CONTROL, DEVISES MUST BE MADE
3. THE CONSTRUCTION ENTRANCE AND WASH RACK SHALL BE INSPECTED WEEKLY. IN
IMMEDIATELY AFTER THE INSPECTION.
CASE THE GRAVEL IS CLOGGED WITH SEDIMENT BUILD-LIP AND IS NO LONGER
22. BED AND BANKS OF A WATERCOUISE
FUNCTIONAL, THE GRAVEL SHALL BE REMOVED, CLEANED AND REPLACED.
PERMANENT STABILIZATION
AFTER WORK IN THE WATERCOURSE 13
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH
4. SEEDED AREAS SHALL. BE INSPECTED DAILY DURING THE ESTABLISHMENT PERIOD
PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING
TO ENSURE SEED GERMINATION.
"C IAITYU VCMTHPVV °31 CMQrHP ArPnDnTMn TO STD P. SPEC
ALL CRITICAL SLOPES, AREAS WITH SLOPES 3:1 GREATER SHALL BE m
SEEDED, MULCHED AND TACKED WITHIN 7 DAYS AFTER START OF GR�Dl
OR SODDED AND PEGGED WITHIN 7 DAYS AFTER START. I
OnmLA- BE vu
3.32 "PERMANENT SEEDING," OF THE HANDBOOK (VESCH).
G:\20225 -NVRetail\02---- Rutherford Ct-()ssir)q\Presentatior)\20225-02 ES NOTES DETAILS (42 - �3).d�WgOc�tl 1, �2_007
11. SEDIMENT TRAPPING MEASURES)jTLL BE INSTALLEDAS A FIRST STEP IN
GRADING ANDWILL BE SEEDEDAND ULCHED IMMEDIATEL� FOLLOWING
INSTALLATION. r
12. PERMANENT SOIL STABILIZATIO
SHALL BE APPLIED
TO DENUDED AREAS
WITHIN SEVEN (7) DAYS AFTER FIN
L GRADE IS REACHED
ON ANY PORTION OF
THE SITE.
BE INSTALL-ED IN
ACCORDANCE WITH TH!
13. TEMPORARY SOIL STABILIZATIO
SHALL BE APPLIED
WITHIN SEVEN (7)
DAYS TO DENUDED AREAS THAT MAY
OT BE AT FINAL GRADE
BUT WILL REMAIN
UNDISTURBED FOR LONGER THAN FOU
TEEN (14) DAYS.
SIDE OF
14. SEEDING AND SELECTION OFTH
SEED MIXTURE SH
LL BE IN ACCORDANCE
WITH THE VIRGINIA EROSION AND S
DIMENT CONTROL HPNDBOOK
STANDARD AND
SPECIFICATION 3.32.
TRAPPING DEVICE,
OR BOTH, AND
15. ROADS AND PARKING AREAS SHA
L BE STABILIZED WITHIN
SEVEN (7) DAYS
AFTER FINAL GRADE IS REACHED.
90-100%
- IMPOROVED PERENNIAL RYEGRAS3*
16. ALL TEMPORARY EROSION AND S
DIMENT CONTROL ME43URES
WILL BE
REMOVED WITHIN 30 DAYS AFTER AD
QUATE SITE STABILIZATION
AND AFTER THE
TEMPORARY MEASURES ARE NO LONGS
NEEDED, AS AUTHCRIZED
BY FREDERICK
COUNTY E&S INSPECTORS. TRAPPED
SEDIMENT AND THE
DISTURBED SOIL AREAS
RESULTING FROM THE DISPOSITION
F TEMPORARY MEASURES
WILL BE
PERMANENTLY STABILIZED TO PREVE T FURTHER EROSION
AND SEDIMENTATION
17. WHEN SEDIMENT IS TRANSPORTS
ONTO A PAVED RO
SURFACE, THE ROAD
WILL BE CLEANED THOROUGHLY AT TIE
END OF EACH DA
. SEDIMENT WILL BE
REMOVED FROM THE ROADS BY SHOVE
-ING OR SWEEPING AND
TRANSPORTED TO A
SEDIMENT CONTROL DISPOSAL AREA.
STREET WASHING 1AILL
BE ALLOWED ONLY
AFTER SEDIMENT IS REMOVED IN TH
S MANNER,
- SEASONAL NURSE CROP**
18. AREAS WHICH ARE NOT TO BE D
STURBED WILL BE CLEARLY
MARKED BY
FLAGS, SIGNS, ETC..
19. ORANGE SAFETY FENCE MUST BE
INSTALLED AROUND
ALL SEDIMENT BASINS.
20. SOIL STOCKPILES TO BE STABI-IZED.
21. DAMS, DIKES AND DIVERSIONS
AUST BE STABILIZE[
IMMEDIATELY AFTER
CONSTRUCTION.
22. BED AND BANKS OF A WATERCOUISE
SHALL BE STABILIZED
IMMEDIATELY
AFTER WORK IN THE WATERCOURSE 13
COMPLETED.
23, IF NECESSARY, A WASH RACK AID
SEDIMENT CONTRCL
MAY BE REQUIRED AT
CONSTRUCTION ENTRANCE.
24. LOCATION OF CONSTRUCTION ROAD
MAY BE MODIFIE[
BY COUNTY E&S
INSPECTOR.
25. DRAINAGE FROM RESIDENTIAL L TS WILL BEMAINTJINED.
26. SEDIMENT POIND WILL BE FILL D IN WHEN SITE I STABALIZED.
27. THE SEDIMENT BASIN WILL STA
IN PLACE UNTIL APPROVED
FOR REMOVAL
BY PUBLIC WORKS INSPECTOR.
TABLE 3.32-C
PROVIDING COVER A
28.UNDERGROUND UTILITY LINES SH,%LL
BE INSTALL-ED IN
ACCORDANCE WITH TH!
FOLLOWING STANDARDS IN ADDITIONJO
OTHER APPLICABLE
CRITERIA:
A. NO MORE THAN 500 LINEAR FEET
OF TRENCH MAY BE�
OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BEPLACED
ON !I TE UPHILL
SIDE OF
TRENCHES.
TOTAL LBS.
MINIMUM CARE LAWN
C. EFFLUENT FROM DEWATERING OP itRATIONS
SHALL BE!FILTERED
OR
I
PASSED THROUGH AN APPROVED SEDI',,,"AENT
TRAPPING DEVICE,
OR BOTH, AND
DISCHARGED IN A MANNER THAT D06
' p
NOT ADVERSELY
AFFECT FLOWING
STREAMS OR OFF-SITE PROPERTY.
90-100%
- IMPOROVED PERENNIAL RYEGRAS3*
D. MATERIAL USED FOR BACKFILLI��G
TRENCHES SHALL�BE
PROPERLY
COMPACTED IN ORDER TO MINIMIZE pROSION
AND PROMOTE
SEED
STABALIZATION.
HIGH-MAINTENANCE LAWN
MAY ALSO BE
E . RESTABILIZATION SHALL BE
P CORDANCE
A WITH THESE
REGULATIONS.
F. APPLICABLE SAFETY REGULATIO(S
SHALL BE COMPl_.1lED
WITH.
PERMANENT SEEDING SCHEDU_E
FASTER AND AT
-OWER SOIL
TABLE 3.32-C
PROVIDING COVER A
D EROSION RESISTANCE
FOR SEEDBED.
SITE SPECIFIC SEEDING SEEDING MIXTURES
***USE SEASONAL NURSE CROP IN A(CORDANCE
FOR APPALACHIAN/ MOUNTAIN AREA
DATES AS
STATED
BELOW
TOTAL LBS.
MINIMUM CARE LAWN
ANNUAL
RYE
PER ACRE
- COMMERICAL OR RESIDENTIAL
FOXTAIL
MILLET
LBS.
- KENTUCKY 31 OR TURF-TYPE TALL
FESCUE
RYE
90-100%
- IMPOROVED PERENNIAL RYEGRAS3*
ANNUAL
RYE
0-10%
- KENTUCKY BLUE GRASS
E. ALL LEGUME
SEED
010%
HIGH-MAINTENANCE LAWN
MAY ALSO BE
INCLUDED
MINIMUM OF THREE (3) UP TO FIlE
(5) VARIETIES CF
BLUEGRASS FROM APPROVED LIST
AR USE IN VIRGINIA.
125LBS.
GENERAL SLOPES (3:1 OR LESS)
- KENTUCKY 31 FESCUE
128 LBS.
- RED TOP GRASS*
2 LBS.
- SEASONAL NURSE CROP**
20 LBS.
150 LBS.
LOW-MAINTENANCE LAWN( STEEPER THAN 3:1)
- KENTUCKY 31 FESCUE 108 LBS.
- RED TOP GRASS* 2 LBS
- SEASONAL NURSE CROP** 20 LBS
- CROWNVETCH*** 20 L.BS
imml
* PERENNIAL RYEGRASS WILL GERMIN/TE
FASTER AND AT
-OWER SOIL
TEMPERATURES THAN FESCUE, THEREBY
PROVIDING COVER A
D EROSION RESISTANCE
FOR SEEDBED.
***USE SEASONAL NURSE CROP IN A(CORDANCE
WITH SEE)ING
DATES AS
STATED
BELOW
MARCH APRIL THROUGH MAY 15TH
----------------- --------
ANNUAL
RYE
MAY 16TH THROUGH AUGUST 15TH
------------------ ---------
FOXTAIL
MILLET
AUGUST 16TH THROUGH SEPTEMBER,
OCTOBER_ -
-ANNUAL
RYE
NOVEMBER THROUGH FEBRUARY -- -------
----------- ---------
ANNUAL
RYE
*** IF FLATPEA IS USED, INCREASE
TO 30 LBS,/ ARC
E. ALL LEGUME
SEED
MUST BE PROPERLY INOCULATED.
WEEPING LOVEGRASt
MAY ALSO BE
INCLUDED
IN ANY SLOPE
OR LOW MAINTENANCE MIXTURE DURING WARMER SEEDI G PERIODS; ADD
'10--20LBS/ ACRE IN MIXES. i
EXISTING SITE CONDITION:
THIS SITE IS LOCATED ALONG ROUTE 11 NORTH OF WINCHESTER, VIRGINIA
APPROXIMATELY 0.1 MILES EAST OF THE INTERSECTION OF ROUTE 11 AND
INTERSTATE 81 (EXIT 317). THE PROJECT AREA CONSISTS OF
APPROXIMATELY 58.98 AC. OF ON-SITE AREA AND 14.9 AC. OF OFF-SITE
AREA TO BE DISTURBED DURING CONSTRUCTION. THE PROJECT CONSISTSIOF
THE CONSTRUCTION OF A SHOPPING CENTER WITH ASSOCIATED PARKING,
ACCESS ROADS AND UTILITIES. THE SITE IS CURRENTLY VACANT, AND IS
VEGETATED WITH SCRUB PINES AND UNDERBRUSH.
ma,