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HomeMy WebLinkAboutWPO201500037 Plan - VSMP 2015-12-04EXIST NEW DESCRIPTION 165 TC x 125 TC TOP OF CURB ELEVATION 165 x 125- SPOT ELEVATION 165 Tw x 125 TW TOP OF WALL ELEVATION 165ew x 125BW BOTTOM OF WALL ELEVATION WATER VALVE & BOX BENCHMARK �. FIRE HYDRANT STORM SEWER RD RD ROOF DRAIN ��1SITE SEWER LINE w W WATER LINE GAS Gas GAS LINE WE OHE OVERHEAD ELECTRIC WIRE — uGE — UGE UNDERGROUND ELECTRIC GwT — OHT OVERHEAD TELEPHONE LINE — UGT — UGT UNDERGROUND TELEPHONE LINE PROPERTY LINE - ADJACENT PROPERTY LINE WATER EASEMENT VACATED PROPERTY LINE ACCESS EASEMENT BUILDING SETBACK CG -2 CG -2 STANDARD 6" CURB CG -6 CG -6 COMBINATION 6" CURB & GUTTER . Qa. I - DRAIN INLET (DI) 01 O SANITARY MANHOLE C 1 C PLUG `s"t PCY ,Fiw a t ® WATER VALVE & BOX WETLAND �. FIRE HYDRANT wM cm Mx ® WATER METER ��1SITE �© LIGHT POLE ZEN CG -12 -!!- UTILITY POLE - SANITARY EASEMENT � lNvti d GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT - -' WATER EASEMENT ACCESS EASEMENT _ STORM DRAINAGE EASEMENT --�-�-� TREE LINE FENCE STREAM 312 — _12— INTERVAL CONTOUR 300--- 00 INDEX CONTOUR CG -2 CG -2 STANDARD 6" CURB CG -6 CG -6 COMBINATION 6" CURB & GUTTER NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. V5MF PLANS FOR CHE5TERfIELD LANDING TAX MAP 56, PARCELS 36 AND 36A WHITE HALL DISTRICT, ALE3EMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 "=25000' . Qa. CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT O GRASS 1 EC -2 MATTING `s"t PCY ,Fiw a t EC -3 MATTING WETLAND io 10 PARKING COUNT Mx ®� CROSSWALK ��1SITE HANDICAP ACCESSIBLE AISLE ® ZEN CG -12 c & HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. V5MF PLANS FOR CHE5TERfIELD LANDING TAX MAP 56, PARCELS 36 AND 36A WHITE HALL DISTRICT, ALE3EMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 "=25000' IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX CI - COVER SHEET C2 - EXISTING CONDITIONS DEMO PLAN C3 - SITE OVERVIEW C4 - SITE AND UTILITY PLAN C5 - SITE AND UTILITY PLAN CG - GRADING PLAN C7 - GRADING PLAN e I e - *A:rFE_1p,,VAI:E DRIVE PI:At� m11,!EqpReF,LE e 12 WATERLINE DETAILS c 12 1 11 T\ // /�l�F F —GTI ST I\ 11 T n P V P R (IFS C 15 - STORM PROM LES C I G - 5TORMWATER MANAGEMENT DETAILS C 17 - EROSION * SEDIMENT CONTROL NARRATIVE C 18 - PHASE I EROSION SEDIMENT CONTROL PLAN C 19 - PHASE II ER05ION SEDIMENT CONTROL PLAN C20 - EROSION � SEDIMENT CONTROL DETAILS C21 - EROSION * SEDIMENT CONTROL DETAILS SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION PROPERTY INFORMATION DEVELOPER/ CONTRACT PURCHASER: SM CHARLOTTESVILLE, LLC 200 GARRETT ST, SUITE B CHARLOTTESVILLE, VA 22903 LEGAL REFERENCE: DB 4670 PG 346 BASE INFORMATION SOURCE OF BOUNDARY SURVEY: ROGER W. RAY AND ASSOCIATES BOUNDARY SURVEY DATED 04/20/2015. SOURCE OF TOPOGRAPHY: BELL LAND SURVEYS AERIAL IMAGERY DATED 03/29/2015. BENCHMARK(S): NAVD88, TOP MANHOLE ELEVATION=578.37 NAD83 VIRGINIA STATE PLANE SOUTH WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY THIS PROPERTY IS ZONED: R1 -RESIDENTIAL MINIMUM BUILDING SETBACKS (SEE SUBDIVISION NOTES): FRONT: 25' SIDE: 10' REAR: 20' VSMP NOTES STORMWATER QUALITY SHALL BE ADDRESSED BY DISCHARGING SHEETFLOW TO A CONSERVATION AREA WITH C/D SOILS, AS COMPUTED IN THE VRRM. CHANNEL PROTECTION: STORMWATER SHALL BE DISCHARGED IN THE NORTHWEST TO AN EXISTING MANMADE STORMWATER CONVEYANCE SYSTEM THAT CONVEYS THE TWO-YEAR 24-HOUR STORM WITH NO EROSION OF THE SYSTEM. THE LIMIT OF ANALYSIS IS SLABTOWN BRANCH, WHICH HAS A CONTRIBUTING DRAINAGE AREA OF OVER 700 ACRES, AS SHOWN IN THE ATTACHED MAP, MORE THAN 100 TIMES THE ON-SITE CONTRIBUTING AREA. STORMWATER SHALL BE DISCHARGED IN THE EAST THROUGH LEVEL SPREADERS TO ENSURE SHEET FLOW. FLOOD PROTECTION: STORMWATER SHALL BE DISCHARGED TO MANMADE STORMWATER CONVEYANCE SYSTEMS THAT CONFINE THE 10 -YEAR 24-HOUR STORM WITHIN THE SYSTEM. THE LIMITS OF ANALYSIS ARE THE 100 -YEAR FLOODPLAIN. THESE MEASURES COMPLY WITH 9VAC25-870-66-C1 AND C3c. APPROVED by the Albemarle County Community Deve opm_ent Department Date File U J TIN M. SHIMP a / Lic. o. �a !;4N�S&10 v, 1d 1 `s"t PCY ,Fiw a t 240 � Mx ��1SITE if .ten, -++J k � r i � � lNvti d <, N. 441 IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX CI - COVER SHEET C2 - EXISTING CONDITIONS DEMO PLAN C3 - SITE OVERVIEW C4 - SITE AND UTILITY PLAN C5 - SITE AND UTILITY PLAN CG - GRADING PLAN C7 - GRADING PLAN e I e - *A:rFE_1p,,VAI:E DRIVE PI:At� m11,!EqpReF,LE e 12 WATERLINE DETAILS c 12 1 11 T\ // /�l�F F —GTI ST I\ 11 T n P V P R (IFS C 15 - STORM PROM LES C I G - 5TORMWATER MANAGEMENT DETAILS C 17 - EROSION * SEDIMENT CONTROL NARRATIVE C 18 - PHASE I EROSION SEDIMENT CONTROL PLAN C 19 - PHASE II ER05ION SEDIMENT CONTROL PLAN C20 - EROSION � SEDIMENT CONTROL DETAILS C21 - EROSION * SEDIMENT CONTROL DETAILS SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION PROPERTY INFORMATION DEVELOPER/ CONTRACT PURCHASER: SM CHARLOTTESVILLE, LLC 200 GARRETT ST, SUITE B CHARLOTTESVILLE, VA 22903 LEGAL REFERENCE: DB 4670 PG 346 BASE INFORMATION SOURCE OF BOUNDARY SURVEY: ROGER W. RAY AND ASSOCIATES BOUNDARY SURVEY DATED 04/20/2015. SOURCE OF TOPOGRAPHY: BELL LAND SURVEYS AERIAL IMAGERY DATED 03/29/2015. BENCHMARK(S): NAVD88, TOP MANHOLE ELEVATION=578.37 NAD83 VIRGINIA STATE PLANE SOUTH WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY THIS PROPERTY IS ZONED: R1 -RESIDENTIAL MINIMUM BUILDING SETBACKS (SEE SUBDIVISION NOTES): FRONT: 25' SIDE: 10' REAR: 20' VSMP NOTES STORMWATER QUALITY SHALL BE ADDRESSED BY DISCHARGING SHEETFLOW TO A CONSERVATION AREA WITH C/D SOILS, AS COMPUTED IN THE VRRM. CHANNEL PROTECTION: STORMWATER SHALL BE DISCHARGED IN THE NORTHWEST TO AN EXISTING MANMADE STORMWATER CONVEYANCE SYSTEM THAT CONVEYS THE TWO-YEAR 24-HOUR STORM WITH NO EROSION OF THE SYSTEM. THE LIMIT OF ANALYSIS IS SLABTOWN BRANCH, WHICH HAS A CONTRIBUTING DRAINAGE AREA OF OVER 700 ACRES, AS SHOWN IN THE ATTACHED MAP, MORE THAN 100 TIMES THE ON-SITE CONTRIBUTING AREA. STORMWATER SHALL BE DISCHARGED IN THE EAST THROUGH LEVEL SPREADERS TO ENSURE SHEET FLOW. FLOOD PROTECTION: STORMWATER SHALL BE DISCHARGED TO MANMADE STORMWATER CONVEYANCE SYSTEMS THAT CONFINE THE 10 -YEAR 24-HOUR STORM WITHIN THE SYSTEM. THE LIMITS OF ANALYSIS ARE THE 100 -YEAR FLOODPLAIN. THESE MEASURES COMPLY WITH 9VAC25-870-66-C1 AND C3c. APPROVED by the Albemarle County Community Deve opm_ent Department Date File U J TIN M. SHIMP a / Lic. o. �a !;4N�S&10 v, © © ® ©\ ® ® m 1 pp Q -` l TEL.I \:. \ — — — ► / I/ BOX/771 LL0_-ELEC. ) \ I 1 i / I '°'.PPMETER / 1 \IX. Date 06/18/15 .:I ) ♦ i / / /I/..:":. Scale - - - ----- - / -r / / :`fir 1 50 w / .► r r PP i r i / / I 1 Sheet No. 14 C 3 OF 21 ` 1 \ �. :�-�_. 50 0 50 100 150 r/ /r /� —/ // i' \ I I /ii ) \ File No. PQLE r / r / / / / I \ 1 — r — i Scale: 1 =50 15.0061 10+00 10+50 11+00• 11+50 (--1 STORM SEWER PROFILE: STM Al—A4 C15 J SCALE: 1"=30' Horizontal, 1"=10' Vertical 640 635 630 625 620 625 C5 aC5A n�5B 6 620 35 630 625 620 615 610 605 635 630 615 625 610 620 605 615 600 610 595 10+00 10+50 11+00 11+50 605 590 3 STORM SEWER PROFILE: STM C5—0513 585 C15 SCALE: 1"=30' Horizontal, 1"=10' Vertical 580 650 645 640 635 630 625 620 615 610 605 600 595 590 585 580 10+00 I� 10+50 11+00 11+50 STORM SEWER PROFILE: STM C1—C8 SCALE: 1"=30' Horizontal, 1"=10' Vertical I- '�• 0• Mill IN F. �'� , �Q N FY QL4 N W 'il Z '- __ll Mill 1111111 l in MINES M11111111 (� 1111' • ` 111l /moi ' / �� 11011111111111 111IIN• �lr'� ��► M•Fm—m1 11— ...� ` �IN11 I �yyam_ Mill - 111 1101111111111 i 110111111111 IN 0111111111 limb„ �M �A Of Ar it 1 11 1 11 • 11 � • C666A 630 625 620 PROP G 615 610 605 1UTUU IUTJU IITUU IITJV ILTVU IL+JU IJ+UU IJt.7V IYtVV I4t.7U I.7tUU IZ)+OU Ib+UU (�-4�STORM SEWER PROFILE: STM B1-138 , MINIM111119-- c c MINNOW � ts� 1111N MINIM • • _�. Orin � 11 11 ' 11 0111 ��il■1!111 � d 11 � •• .• Q11� •= �'� 11 11 O _ U NNIMN � CI 5 . � E E 0 0 -111 I "••• 1 ��T7.' ► 1111 �'1'JJ111� �/��� N NINE M11111111111111 CIO � — � 1011 11111111101111111 1111111111111101 - 05-09 WINI ^����M�.a/�".iRl:l1 1 635 630 615 625 610 620 605 615 600 610 595 10+00 10+50 11+00 11+50 605 590 3 STORM SEWER PROFILE: STM C5—0513 585 C15 SCALE: 1"=30' Horizontal, 1"=10' Vertical 580 650 645 640 635 630 625 620 615 610 605 600 595 590 585 580 10+00 I� 10+50 11+00 11+50 STORM SEWER PROFILE: STM C1—C8 SCALE: 1"=30' Horizontal, 1"=10' Vertical I- '�• 0• Mill IN F. �'� , �Q N FY QL4 N W 'il Z '- __ll Mill 1111111 l in MINES M11111111 (� 1111' • ` 111l /moi ' / �� 11011111111111 111IIN• �lr'� ��► M•Fm—m1 11— ...� ` �IN11 I �yyam_ Mill - 111 1101111111111 i 110111111111 IN 0111111111 limb„ �M �A Of Ar it 1 11 1 11 • 11 � • C666A 630 625 620 PROP G 615 610 605 1UTUU IUTJU IITUU IITJV ILTVU IL+JU IJ+UU IJt.7V IYtVV I4t.7U I.7tUU IZ)+OU Ib+UU (�-4�STORM SEWER PROFILE: STM B1-138 , MINIM111119-- c c MINNOW � ts� 1111N ININ111111111111 LL Orin � 11 11 ' 11 0111 ��il■1!111 � d 11 � •• .• Q11� •= �'� 11 C 0 O U NNIMN � CI 5 . � 630 625 620 I 615 610 10+00 _ - 10+5005 STORM SEWER PROFILE: r5�STM C6—C6A a, -,)SCALE: 1"=30' Horizontal, 1"=10' Vertical SCALE: 1"=30' Horizontal, 1"=10' Vertical N of Z � Q 0 655 LL - 0 i 650 645 g a Z 640 Z � 0 Q 635 U 630 W � J 625 N 620 Z 615 0U W J m 610 J Z Q 605 LL Date 06/1 15 Scale 1 "=30' Sheet No. C15 OF 21 File No. 15.006 c c LLJ LL C 0 C 0 O U O U O U E E 0 0 N N NINE M11111111111111 CIO � — � 1011 11111111101111111 1111111111111101 - 05-09 �MINION 01111111111111, t '` .01 1RI-011 � 1♦�i'I ► 1 MINION Li"�i�d I 11 i�.IrJ�1 `►� 11111110111101111 C W1111 W.".. 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SINCE THERE ARE NO EXISTING CHANNELS TO CONVEY SITE RUNOFF TO LICKINGHOLE CREEK, AND STORMWATER CONVEYANCE CHANNELS < CANNOT BE CONSTRUCTED INSIDE THE FLOODPLAIN, STORMWATER MUST BE RELEASED AS SHEET FLOW. z CONSTRUCTION SEQUENCE C� () -NO CLEARING, GRADING OR HEAVY EQUIPMENT ACCESS IS ALLOWED EXCEPT TEMPORARY DISTURBANCES ASSOCIATED WITH INCIDENTAL UTILITY CONSTRUCTION, RESTORATION OPERATIONS OR MANAGEMENT OF 0 X NUISANCE VEGETATION. LL -THE PERIMETER OF THE CONSERVED OPEN SPACE SHALL BE PROTECTED BY SUPER SILT FENCE, CHAIN > LINK FENCE, ORANGE SAFETY FENCE, OR OTHER MEASURES TO PREVENT SEDIMENT DISCHARGE. 0 1% -THE LIMITS OF DISTURBANCE SHOULD BE CLEARLY SHOWN ON ALL CONSTRUCTION DRAWINGS AND z IDENTIFIED AND PROTECTED IN THE FIELD BY ACCEPTABLE SIGNAGE, SILT FENCE, SNOW FENCE OR OTHER � PROTECTIVE BARRIER. I -CONSTRUCTION OF THE GRAVEL DIAPHRAGM OR ENGINEERED LEVEL SPREADER SHALL NOT COMMENCE i � UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED AND PERIMETER E&S CONTROLS HAVE 0. 1111111111 z LEANED OUT. 1111 -SOME LIGHT GRADING MAY BE NEEDED AT THE FILTER STRIP BOUNDARY; THIS SHOULD BE DONE WITH z '- :) TRACKED VEHICLES TO PREVENT COMPACTION. 1111 OT BE DIVERTED INTO THE VEGETATED FILTER STRIP UNTIL THE GRAVEL 0 11 0 DIAPHRAGM AND/OR LEVEL SPREADER ARE INSTALLED AND STABILIZED. �_ () 0 MAINTENANCE D ui ALL STORMWATER BMPs MUST RECEIVE REGULAR MAINTENANCE TO FUNCTION AS INTENDED. MAINTENANCE I OF LEVEL SPREADERS -VEGETATED FILTER STRIPS (LS-VFSs) INVOLVES MOWING THE VFS, REMOVING TRASH �_ T AND DEBRIS, AND REMOVING SEDIMENT AND SOLIDS FROM THE FOREBAY AND BLIND SWALE. MOWING (n SHOULD BE REGULAR; PREFERABLE, THE PERSON RESPONSIBLE FOR MOWING SHOULD BE AWARE THAT < THE LS-VFS IS A BMP SO THAT HE OR SHE CAN DETECT PROBLEMS EARLY AND PERFORM SIMPLE z MAINTENANCE AS NEEDED. AVOID MOWING DURING WET CONDITIONS SO THAT THE VFS IS NOT RUTTED BY 0 2 WHEELS OR BLADES. REMOVE TRASH AND DEBRIS EVERY SIX MONTHS USING A WHEELBARROW AND EBRIS TEND TO COLLECT IN THE SPLITTER BOX, FOREBAY, AND BLIND SWALE. 0 ui SEDIMENT IN THE DIVERSION BOX, FOREBAY, AND BLIND SWALES SHOULD BE REMOVED ON A YEARLY BASIS OR AFTER EACH 2 -YEAR, 24-HOUR EVENT. FERTILIZER SHOULD NEVER BE APPLIED TO THE VFS, J co AS THIS WILL RESULT IN AN EXPORT OF NITROGEN AND PHOSPHOROUS FROM THE BMP. ONE EXCEPTION < J TO THIS RULE WOULD BE DURING INITIAL VEGETATION ESTABLISHMENT. MAINTENANCE REQUIREMENTS FOR z LS-VFSs ARE DETAILED FURTHER IN NCDENR (2007a), TABLE 8-3. < U. MAINTENANCE INSPECTIONS SHOULD BE CONDUCTED ANNUALLY TO TRIGGER MAINTENANCE OPERATIONS SUCH AS SEDIMENT REMOVAL, SPOT RE -VEGETATION, AND LEVEL SPREADER REPAIR. IDEALLY, INSPECTIONS Date SHOULD BE CONDUCTED IN THE NON -GROWING SEASON WHEN IT IS EASIER TO SEE THE FLOW PATH. INSPECTORS SHOULD CHECK TO ENSURE THAT: Scale -FLOWS THROUGH THE FILTER STRIP DO NOT SHORT-CIRCUIT THE OVERFLOW CONTROL SECTION; -DEBRIS AND SEDIMENT DOES NOT BUILD UP AT THE TOP OF THE FILTER STRIP; 1 "_30' -SCOUR AND EROSION DO NOT OCCUR WITHIN THE FILTER STRIP Sheet No. -SEDIMENTS ARE CL FLOW SPLITTERS; AND -VEGETATIVE DENSITY EXCEEDS A 90% COVER IN THE BOUNDARY ZONE OR GRASS FILTER. C16 OF21 File No. - . 15.006 a) � 0 OMPUTATIONS C) C16TNO SCALE I >I-IC'41 � 1� 0 0:� SWM NARRATIVE _ STORMWATER IS COLLECTED IN A SYSTEM OF DROP INLETS AND HDPE PIPE AND DISCHARGED THROUGH TWO LEVEL SPREADERS INTO SHEET FLOW THROUGH OPEN SPACE THAT WILL BE PROTECTED THROUGH DEEDS AND RESTRICTIONS. THIS WILL ACHIEVE ALL REQUIRED PHOSPHOROUS REMOVAL, AS COMPUTED IN THE VaRRM (9.b. SHEETFLOW TO CONSERVATION AREA WITH C/D SOILS). SINCE THERE ARE NO EXISTING CHANNELS TO CONVEY SITE RUNOFF TO LICKINGHOLE CREEK, AND STORMWATER CONVEYANCE CHANNELS < CANNOT BE CONSTRUCTED INSIDE THE FLOODPLAIN, STORMWATER MUST BE RELEASED AS SHEET FLOW. z CONSTRUCTION SEQUENCE C� () -NO CLEARING, GRADING OR HEAVY EQUIPMENT ACCESS IS ALLOWED EXCEPT TEMPORARY DISTURBANCES ASSOCIATED WITH INCIDENTAL UTILITY CONSTRUCTION, RESTORATION OPERATIONS OR MANAGEMENT OF 0 X NUISANCE VEGETATION. LL -THE PERIMETER OF THE CONSERVED OPEN SPACE SHALL BE PROTECTED BY SUPER SILT FENCE, CHAIN > LINK FENCE, ORANGE SAFETY FENCE, OR OTHER MEASURES TO PREVENT SEDIMENT DISCHARGE. 0 1% -THE LIMITS OF DISTURBANCE SHOULD BE CLEARLY SHOWN ON ALL CONSTRUCTION DRAWINGS AND z IDENTIFIED AND PROTECTED IN THE FIELD BY ACCEPTABLE SIGNAGE, SILT FENCE, SNOW FENCE OR OTHER � PROTECTIVE BARRIER. I -CONSTRUCTION OF THE GRAVEL DIAPHRAGM OR ENGINEERED LEVEL SPREADER SHALL NOT COMMENCE i � UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED AND PERIMETER E&S CONTROLS HAVE 0. 1111111111 z LEANED OUT. 1111 -SOME LIGHT GRADING MAY BE NEEDED AT THE FILTER STRIP BOUNDARY; THIS SHOULD BE DONE WITH z '- :) TRACKED VEHICLES TO PREVENT COMPACTION. 1111 OT BE DIVERTED INTO THE VEGETATED FILTER STRIP UNTIL THE GRAVEL 0 11 0 DIAPHRAGM AND/OR LEVEL SPREADER ARE INSTALLED AND STABILIZED. �_ () 0 MAINTENANCE D ui ALL STORMWATER BMPs MUST RECEIVE REGULAR MAINTENANCE TO FUNCTION AS INTENDED. MAINTENANCE I OF LEVEL SPREADERS -VEGETATED FILTER STRIPS (LS-VFSs) INVOLVES MOWING THE VFS, REMOVING TRASH �_ T AND DEBRIS, AND REMOVING SEDIMENT AND SOLIDS FROM THE FOREBAY AND BLIND SWALE. MOWING (n SHOULD BE REGULAR; PREFERABLE, THE PERSON RESPONSIBLE FOR MOWING SHOULD BE AWARE THAT < THE LS-VFS IS A BMP SO THAT HE OR SHE CAN DETECT PROBLEMS EARLY AND PERFORM SIMPLE z MAINTENANCE AS NEEDED. AVOID MOWING DURING WET CONDITIONS SO THAT THE VFS IS NOT RUTTED BY 0 2 WHEELS OR BLADES. REMOVE TRASH AND DEBRIS EVERY SIX MONTHS USING A WHEELBARROW AND EBRIS TEND TO COLLECT IN THE SPLITTER BOX, FOREBAY, AND BLIND SWALE. 0 ui SEDIMENT IN THE DIVERSION BOX, FOREBAY, AND BLIND SWALES SHOULD BE REMOVED ON A YEARLY BASIS OR AFTER EACH 2 -YEAR, 24-HOUR EVENT. FERTILIZER SHOULD NEVER BE APPLIED TO THE VFS, J co AS THIS WILL RESULT IN AN EXPORT OF NITROGEN AND PHOSPHOROUS FROM THE BMP. ONE EXCEPTION < J TO THIS RULE WOULD BE DURING INITIAL VEGETATION ESTABLISHMENT. MAINTENANCE REQUIREMENTS FOR z LS-VFSs ARE DETAILED FURTHER IN NCDENR (2007a), TABLE 8-3. < U. MAINTENANCE INSPECTIONS SHOULD BE CONDUCTED ANNUALLY TO TRIGGER MAINTENANCE OPERATIONS SUCH AS SEDIMENT REMOVAL, SPOT RE -VEGETATION, AND LEVEL SPREADER REPAIR. IDEALLY, INSPECTIONS Date SHOULD BE CONDUCTED IN THE NON -GROWING SEASON WHEN IT IS EASIER TO SEE THE FLOW PATH. INSPECTORS SHOULD CHECK TO ENSURE THAT: Scale -FLOWS THROUGH THE FILTER STRIP DO NOT SHORT-CIRCUIT THE OVERFLOW CONTROL SECTION; -DEBRIS AND SEDIMENT DOES NOT BUILD UP AT THE TOP OF THE FILTER STRIP; 1 "_30' -SCOUR AND EROSION DO NOT OCCUR WITHIN THE FILTER STRIP Sheet No. -SEDIMENTS ARE CL FLOW SPLITTERS; AND -VEGETATIVE DENSITY EXCEEDS A 90% COVER IN THE BOUNDARY ZONE OR GRASS FILTER. C16 OF21 File No. - . 15.006 IL RATES: TABLE 3.31-B NOTES: Per Acre ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 11- 2 tons "QUICK REFERENCE FOR ALL REGIONS" Free from weeds and coarse (Minimum 2 Rate Planting Dates Species (lbs./acre Sept. 1 - Feb. 15 50150 Mix of by hand. Fiber Mulch Minimum Annual Ryegrass Do not use as mulch for 1500 lbs. (Lolium multi-florum) winter cover or during hot, & 50-100 Cereal (Winter) Rye slurry. Corn Stalks 4 - 6 tons (Secale cereal -q) Cut or shredded in 4-6" Feb. 16 - Apr. 30 Annual Ryegrass 60-100 (Lolium multi-florum) use in fine turf aeras. Apply May 1 - Aug 31 German Millet 50 (Setaria italics) hand. Wood Chips Source: Va. DSWC 185 - 275 lbs. Free of coarse matter. Air- 4 TEMPORARY SEEDING TS) C16 Not To Scale ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 11- 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower or winter cover) by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.* Apply as slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not use in fine turf aeras. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. * When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. Source: Va. DWSC K�7�MULCHING MU C 16 Not To Scale PERMANENT SEEDING SPECIFICATIONS (PS) February 16 through April 30: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Annual Rye - 20 lbs/acre. Add 20 lbs/acre of Crownvetch and reduce Kentucky 31 Fescue to 108 lbs/acre when slopes are greater than 3:1. May 1 through August 15: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Foxtail Millet - 20 lbs/acre. Add 20 lbs/acre of Crownvetch and reduce Kentucky 31 Fescue to 108 lbs/acre when slopes are greater than 3:1. August 16 through October 31: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Annual Rye - 20 lbs/acre Add 20 lbs/acre of Crownvetch and reduce Kentucky 31 Fescue to 108 lbs/acre when slopes are greater than 3:1. November 1 through February 15: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Winter Rye - 20 lbs/acre. Add 20 lbs/acre of Crownvetch and reduce Kentucky 31 Fescue to 108 lbs/acre when slopes are greater than 3:1. MULCHING SPECIFICATIONS: Straw or hay at a rate of 2 tons/acre. Must be anchored. Spread with mulch blower or by hand. LIME AND FERTILIZER SPECIFICATIONS: Lime and fertilizer needs should be determined by soil tests. Soil tests may be preformed by the Cooperative Extension Service Soil Testing Laboratory at VPI&SU, or by a reputable commercial laboratory. Information concerning the State Soil Testing Laboratory is available from County Extension Agents. Under unusual conditions where it is not possible to obtain a soil test, the following soil amendments will be applied: For Permanent Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 1,000 lbs. per acre of 10-20-10 (23 lbs. per 1,000 square feet) or equivalent. For Temporary Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 600 lbs. per acre of 10-20-10 (14 lbs. per 1,000 square feet) or equivalent. 1 PERMANENT SEEDING PS C16J Not To Scale GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION GENERAL NOTES 1. ALL ELEVATIONS INDICATED REFER TO SITE DATUM OF NAVD88. 2. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE EXISTING UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE ARE BASED ON INFORMATION AND DATA FURNISHED TO THE OWNER AND ENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS. THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING THE ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR COORDINATION OF THE WORK WITH OWNERS OF SUCH UNDERGROUND UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL CONTACT "MISS UTILITIES" OF VIRGINIA AT 1-800-552-7001 PRIOR TO THE START OF WORK. 3. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE STRUCTURES FROM DAMAGE AND COORDINATING WORK SO THAT THE OWNER CAN MAKE NECESSARY ARRANGEMENTS TO MODIFY/PROTECT EXISTING STRUCTURES FROM DAMAGES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO COMPLETING ANY OFF-SITE WORK. 6. CONTRACTOR SHALL NOTIFY ANID COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 7. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND ENGINEER. 8. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER SUBMITTALS OF ALL SPECIFIED MATERIALS LISTED IN THE PLANS, TO INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND LABORATORY REPORTS. THE OWNER'S APPROVAL OF SUBMITTALS WILL BE GENERAL AND WILL NOT RELIEVE THE THE CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR THAT MAY EXIST. GENERAL EROSION AND SEDIMENT CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 6. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 7. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 8. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP' TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 9. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 10. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 11. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 12. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 13. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 14. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL, SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO .ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 15. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 16. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 17. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 20. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 21. PERMANENT VEGETATION SHALL IBE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION: PHASE 1 1. INSTALL CONSTRUCTION ENTRANCE. 2. CONSTRUCT SEDIMENT TRAP AND SEDIMENT BASIN, WITH ASSOCIATED DIVERSIONS AND SILT FENCE. 3. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. PHASE 2 1. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN CLEARING AND GRADING OF THE SITE. BEGIN CONSTRUCTION OF STRUCTURES AS SHOWN ON THE SITE DEVELOPMENT PLAN. 2. MAINTAIN ALL E&S CONTROL MEASURES. 3. THE PAVED CONSTRUCTION ENTRANCE WILL REMAIN AT THE PHASE 1 LOCATION UNTIL THE MASS GRADING AND FINE GRADING FOR WATERVALE DRIVE HAVE BEEN COMPLETED EXCEPT AT THE VERY EDGE OF THE ENTRANCE ONTO ROUTE 240. PHASE 3 1. STABILIZE ROAD AND PAD SITES. 2. ALL PERIMETER STABILIZATION MEASURES SHALL REMAIN IN PLACE UNTIL THE SITE IS DEEMED STABILIZED BY THE PLAN REVIEWING AUTHORITY. 3. AFTER THE SITE IS STABILIZED, REMOVE SEDIMENT TRAP AND SEDIMENT BASIN. LOTS 1, 14, 15 MAY NOT BE GRADED UNTIL ALL AREAS DRAINING TO SEDIMENT TRAP AND SEDIMENT BASIN ARE STABILIZED. 4. CONSTRUCTION OF THE ENGINEERED LEVEL SPREADER SHALL NOT COMMENCE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED AND PERIMETER E&S CONTROLS HAVE BEEN REMOVED AND CLEANED OUT. CONSTRUCTION MAINTENANCE THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES SHALL BE FOLLOWED AT THE SITE. 1. ALL E&S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAIN EVENT. ALL DEFICIENCIES IDENTIFIED DURING THESE INSPECTIONS SHALL BE CORRECTED AS SOON AS PRACTICABLE. 2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING, DETERIORATION OR SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF THE HEIGHT OF THE CONTROL. 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS SET FORTH IN THE CURRENT EDITION OF THE VIRGINIA SEDIMENT AND EROSION CONTROL MANUAL, OTHER APPLICABLE COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT SPECIFICATIONS. 4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. 5. AREAS WITH RIP -RAP SHOULD BE REGULARLY INSPECTED TO DETERMINE IF HIGH FLOWS HAVE DAMAGED THESE CONTROLS OR CAUSED EXCESSIVE SEDIMENT DEPOSITION. ALL AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS E&S CONTROL PLAN. ENVIRONMENTAL CONTROLS 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES, STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF THE STATE AND IN INTERSTATE WATERS. 2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY THE USE OF EMISSION CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, SHUT -DOWN OF MOTORIZED EQUIPMENT WHEN NOT IN USE, AND ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE PROJECT. 3. ANY WASTE DISCOVERED DURING THE PROJECT SHALL NOT BE MOVED WITH OUT PRIOR AUTHORIZATION OF THE OWNER AND BE DIRECT -LOADED INTO COVERED ROLL -OFF CONTAINERS FOR TEMPORARY STORAGE PRIOR TO DISPOSAL IN A PERMITTED LANDFILL. EROSION & SEDIMENT CONTROL PERMITTING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE EROSION AND SEDIMENT CONTROL PERMITS AND MAINTAINING ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. MINIMUM STANDARDS (MS): All applicable Virginia Erosion and Sediment Control Regulations and Minimum Standards shall be adhered to during all phases of construction. These include, but are not limited to the following: 1. STABILIZATION OF DENUDED AREAS: Permanent or temporary soil stabilization shall be applied to bare 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 or undisturbed for longer than 30 days. Permanent stabilization shall be applied at areas that are to be left dormant for more than 1 year. 2. STABILIZATION OF SOIL STOCKPILES: During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 3.PERMANENT VEGETATIVE COVER 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 achieve that, in the opinion of the county Inspector, is uniform and mature enough to survive to inhibit erosion. 4. TIMING & STABILIZATION OF SILT TRAPPING MEASURES: 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 OF EARTHEN STRUCTURES: Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. SEDIMENT TRAPS AND BASINS: A sediment basin shall control surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres. The sediment basin shall be designed and constructed to accommodate the anticipated sediment loading for the land disturbing activity. The outfall device or system device shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 7. CUT AND FILL SLOPES: 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 stabilizing measures until the problem is corrected. & CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES: 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. WATER SEEPS FROM A SLOPE FACE: Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. STORM SEWER INLET PROTECTION: All storm sewer inlets that are made operable 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. STABILIZATION OF OUTLETS: Before newly constructed stormwater conveyance channels 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. WORK IN LIVE WATERCOURSES: 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. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. CROSSING A LIVE WATERCOURSE: When a live watercourse must be crossed by construction vehicles more than twice in any six month period, a temporary stream crossing constructed of nonerodible materials shall be provided. 14. APPLICABLE REGULATIONS: All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. STABILIZATION OF BED AND BANKS The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. UNDERGROUND UTILITIES: Underground utilities shall be installed in accordance with the following standards in addition to other criteria: o.No more than 500 linear feet of trench may be opened at one time. b.Excavoted material shall be placed on the uphill side of trenches c.Effluent for dewatering operations shall be filtered or passed through approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or offsite property. 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. 1I T CONSTRUCTION ACCESS ROUTES: -Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto paved surfaces. Where sediment is transported on to a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed 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 lots as well as to larger land disturbing activities. 18. TEMPORARY E&S CONTROL MEASURE REMOVAL: All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after 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 sediment. 19. ADEQUACY OF RECEIVING CHANNELS: Properties and waterways downstream from the development site shall be protected from sediment deposition, erosion and damage, due to increases in volume, velocity and peak flow rates of stormwater runoff for the stated frequency storm of 24-hour duration. If k x %� I 9C PI�E 12 0 ELEC. % T, 'A'. " C. -I \41,75 \ e-lu \\ N 4. 7ER EX. FENCE TOC4%, I \ BE REMOVE I u N SHIMP AP" z A\" Ek BUILDING TO Lic. Yo. I 4K, i�l E REMOVED I TS L mi - � -K --X --1( -*1 DRIVEWAY TO 1 — -j EX. 1 :.A. Of N, 'AD STUB OUT STOR SEWE� I z BE REMOVED , --1 1 1 1 1 N) )D 'fs U-ux" 'e� /\j 'OR AND ROUTE INTO LL Jx 7 DIVERSION 81 AQ.- 'A A N - V4 71 I (1 11111\' \ \ \ \ \ V I j�f -o - c�\ , \ V) u� BUILDING TO BE KLmuvLu D /* LIMITS OF DISTURBA�CE two 1:t : I I ri C) LAI N PE FEMA :*U? 01*/ BEREMOVED C) 0 0a+E \PLTAT10I FLOODPLAINLL r FOR LICKING LE wpu PROFIIJ )ro N CREEK, MAPS -8p, IS O� S -V AND STREAM ul-I-ER Cod 0 -2 m GTO 0 m L) 0 0 62- " E E 0 > /* -:a ORM SEWER 0 0 STUB OUT/STO < 0 0 N, IN, R/ AND ROYTE INTO mIN, NX Q) 43) 4 % E E SEDIMENT BASIN 4, o N\ 0 LLJ �![d EX. FENCE TO c0- L2 LIMITS OF FLOODWAY- BE-REMOVED Q> CN4 K > T— C) (L LL.J 00 Z/A 100 PRESERVED SLOPES ♦ 74 \ ZZ, al 00 I- , �; SURVEYED AT LESS z I-- "I -- CD r fTHAN 25% SLOPE VIX, U) P, S11'N *T j pp )jjk,- CJ. -3 C 10 NN, z PP H pp -0- x— x— x— x— x— x— x— x— x— x— x— x— x— x- . . I. ........... I. ........ .. / / / / / / / .. ........... . .. ........ ... . ......... 50 0 50 100 150 1 r] r3 Scale: 1"=50' 3.39 DUST CONTROL SOIL DIVIDE LIMITS OF DISTURBANCE mm mm =a rw mn DRAINAGE AREA --------------- EXISTING CONTOUR PROPOSED CONTOUR Date 06/18/2015 Scale 1 "=50' Sheet No. C18 OF 21 File No. 15.006 3.02 CONSTRUCTION ENTRANCE 3.03 CONSTRUCTION ROAD STABILIZATION 3.05 SILT FENCE 3.07 INLET PROTECTION 3.09 TEMPORARY DIVERSION 3.10 TEMPORARY FILL DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.14 TEMPORARY SEDIMENT BASIN 3.18 OUTLET PROTECTION 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCH 3.39 DUST CONTROL SOIL DIVIDE LIMITS OF DISTURBANCE DRAINAGE AREA EXISTING CONTOUR PROPOSED CONTOUR Date 06/18/2015 Scale 1))-50) Sheet No. C19 OF 21 File No. 15.006 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX. i iII FLOW 4- 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. e�FLOW SHEET FLOW INSTALLATION (PERSPEC'TIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 5 Silt Fence Without Wire Support C19 jNot To Scale SIL T FENCE DR OP INLE T PROTECTION 2 X 4' WOOD FRAME FABRIC DROP INLET WITH GRATE � � l FRAME 3 MIN GATHER EXCESS UAT CORNERS PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION II V MIN. IIID „ „ „ „ DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. 1 INLET PROTECTION IP C19 FOR USE W1TH DI -1s, Not To Scale GRAVEL CURB INLET SEDIMENT FIL TER GRAVEL FILTER RUNOFF WATER r IR1.1o 0 _ o _ d SEDIMENT SII ( D a CONCRETE GUTTER 12" SPECIFIC APPLICATION 12"- e WIRE MESH FILTERED WATER CURB INLET FF THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. SF) * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. r6"INLET PROTECTION IP C19 FOR USE WMi DI -3s, Not To Scale 10% SETTLEMENT TYPICAL VEE—SHAPED DIVERSION 2 TEMPORARY DIVERSION DV C19 Not To Scale FILL SLOPE EARTHEN RIDGE 2'� 3 TEMPORARY FILL DIVERSION FD C19 Not To Scale PIPE OUTLET CONDITIONS A A PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL L 0 % 6" SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES. SB STM Al OUTLET PROTECTION OP C19 l"=20' STONE - 70' MIN. CONSTRUCTION ACCESS w3" SM -2A ASPHALT TOP COURSE 2% �. 2% '\-6" WIN. 21 A .AGGREGATE BASE" PROFILE STONE 70' MIN. CONSTRUCTION ASPHALT ,PAVED AGCESS/�WASHRAOK 2% I 2% 2% 12' M'N.* I *MUST EXTEND FULL WIDTH L ---A t �--OSITiVf DRAIrJAGf OF INGRESS AND EGRESS TO SEDIMENT OPERATION jj TRAPPING DEVICEPLAp� = 12' WIN. EXISTING I EXISTING PAVEVENTj SITIVE DRAINAGE S EDI. ENT WPING DEVICE FILTER CLOTH SECTION A—A A iiihifimirl Water tap of 1 Mill imigt be 111Stalled Wit11 a Illliillimm 1 Toch ballcock shutoff valve zAippl�-hig a wash liose With a diameter of 1.5 iliclies for adegllate colistant pressure. Nash water nnlst be Carried aWay frolu the eiihmice to au approved settling area to remove sediliielit. ri,1l ,nseclhiieiit sli illbe preveiited fi•o11i enterhm Storlil dra11is, ditclies or waterconlses. PAVED WASH PACK ORIGINAL GROUND ELEV. EL=A NO SCALE PAVED CONSTRUCTION ENTRANCE 4 WITH WASH RACK CE C19 j Not To Scale Area 2 DRY STORAGE D2 - r? 67 CU. YD./ACRE EL=B Area 1 WET STORAGE 67 CU. YD./ACRE D1 (EXCAVATED) FILTER CLOTH ORIGINAGROUND L EL=C ELEV. ** *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) = 2' 6 X DRAINAGE AREA (IN AC.) DIVERSION DIKE COARSE AGGREGATE / �- K K EXCAVATED AREA FILTER CLOTH **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) Sediment Trap Design Data No. A B C H (ft.) Z (ft.) Weir Length DA Wet Vol. D1 Wet 'Vol. ol. VolDD2 Dry Vol. 1u (ft.) (Acs.) (Req.) (ft.) Cy (Prov.) (Req) (ft.) Cy (Prov.) 1 638.0 636.0 633.0 2.0 3.0 12 1.99 133.3 3 137 133.3 2 134 8 TEMPORARY SEDIMENT TRAP (ST) C19 Not To Scale 1 OP "( M. SHIMP a LicrIZ11-5 0 4 83 1/ '-sslolvAL ��G Q Z M. LL LI0IL N Z IL Z Z O O r U � W L�L J VJ Z Q 0 U W J m Q J Z IQ LL Date 06/18/2015 Scale N/A Sheet No. C20 OF 21 File No. 15.006 17— z 00 1u o Q O ^ W f^ 1L 1 v j LTJ U � = O U � O U Q E E O O z Q O CD CD E E Oz O O 0 LnLo v O moo C o �0 0 1.L1 o .- Q Z M. LL LI0IL N Z IL Z Z O O r U � W L�L J VJ Z Q 0 U W J m Q J Z IQ LL Date 06/18/2015 Scale N/A Sheet No. C20 OF 21 File No. 15.006 EXAMPLE PLAN VIE WS OF BAFFLE L 0 CA TIONS IN SEDIMENT BA SINS INFLOW DI D/2 NO SCALE NORMAL POOL NORMAI ;ISER D/2 L D BAFFLE L = TOTAL DISTANCE FROM THE POINT OF INFLOW AROUND THE BAFFLE TO THE RISER. C4:12(:� SHEETS OF 4' X 8' X 1/2" EXTERIOR PLYWOOD OR EQUIVALENT n. rl"'�Baffles C20 Not To Scale 4' F6" RISER CREST ELEVATION POSTS MIN. SIZE 4" SQUARE OR 5" ROUND. SET AT LEAST 3' INTO THE GROUND. / CLEANWTVAl10N--09.8 DRY STQRA(C ELEVATION*562.1 WET -STORAGE ELEVON=585.2 / / / '' \ OUTALL / / ♦ \ 1 OUTLET PROTECTION SEE DETAUL 8/C19 01 00 00 t5 LAJ 30' STANDPIPE WITH \ .5:1 i / ,' S4'i X 17"H TRASH RAC 54' EMERGENCY SPILL*AAY \ \ \ \ \ 4_ X GROUTED CLASS I RIP R IP 0� moo / \ \ \ \ coo��ir�i rn 1 CA 1,4 Scale: 1"=30' 605 600 595 590 585 580 575 570 SF` -- x —x —x —x —x —x —x 1 ti�� -586 88 12+00 11+50 11+00 10+50 10+00 2 SEDIMENT BASIN C20 jr1"=30' Horiz., 1"=15' Vert. EROSION CONTROL MEASURES FOR 3 LEVEL SPREADER INSTALLATION C20 Scale: r=30' 605 600 595 590 585 580 575 570 CONSTRUCTION SEQUENCE NO CLEARING, GRADING, OR HEAVY EQUIPMENT ACCESS IS ALLOWED EXCEPT TEMPORARY DISTURBANCES ASSOCIATED WITH INCIDENTAL UTILITY CONSTRUCTION, RESTORATION OPERATIONS, OR MANAGEMENT OF NUISANCE VEGETATION. SOME LIGHT GRADING MAY BE NEEDED AT THE FILTER STRIP BOUNDARY; THIS SHOULD BE DONE WITH SMALL TRACKED VEHICLES TO PREVENT COMPACTION. STORMWATER SHOULD NOT BE DIVERTED INTO THE CONSERVED OPEN SPACE UNTIL THE LEVEL SPREADER IS INSTALLED AND STABILIZED. oo�c U~ J TIN M. SHIMP a Lic. No. %1�51 ►(/1 L� �� sSAONAL