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HomeMy WebLinkAboutWPO201500001 Plan - VSMP 2019-12-18-_, v�z)mr AMENDMENT f TMr 32 3232-72, 32-73, 32-22C3 �10 K U , ALBEMA'KL E COUNTY, VIRGINIA 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pips Glo33 III: 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926), 0""ENERAL ""ONSTR"MION NOTES FOR E R 0"" S 10" N A N D E D I M E N T (".0" 0 N T R 0 L P` " wL A N S 1, The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. 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. 3, All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times, 5. 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. 6. 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. 7. 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. 8. During dewatering operations, water will be pumped into an approved filtering device, 9. 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. 10. All fill material to be taken from an approved, designated borrow area. 11. 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. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13, All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that 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 o slides, sinking, or collapse. 16. 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. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs/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. 18. 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, 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repaired 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. 20. 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. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the dote of approval, (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commenced. (Water Protection Ordinance section 17--207B) VICINITY w fi OWNER / DEVELOPER OWNER (TMP 32-22C ); OWNER (TMP 32-7Q): LARRY AND BARBARA HALL LARRY B. HALL 1949 NORTHSIDE DR 1949 NORTHSIDE DR CHARLOTTESVILLE VA, 22911 CHARLOTTESVILLE VA, 22911 OWNER (TMPTMP �2-71-71� LARRY B HALL SR, ET AL. - 1949 NORTHSIDE DR CHARLOTTESVILLE VA, 22911 OWNER TMP 32-74:. LARRY HALL AND BARBARA HALL 1949 NORTHSIDE DR CHARLOTTESVILLE VA, 22911 OWNER (TMP 32-73) DEVELOPER: LARRY HALL AND BARBARA HALL LARRY HALL 1949 NORTHSIDE DR 1949 NORTHSIDE DR CHARLOTTESVILLE VA, 22911 CHARLOTTESVILLE VA, 22911 MAGISTERIAL DISTRICT RIO ZONING HI -HEAVY INDUSTRIAL AIA- AIRPORT IMPACT AREA EC - ENTRANCE CORRIDOR (PARCEL 72) FLOOD ZONE ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY PANEL 51003CO145D), THIS PROPERTY DOES NOT LIE IN A ZONE A 100--YEAR FLOOD PLAIN. UTILITIES AN EXISTING DRAINAGE EASEMENT (TO BE VACATED) RUNS ACROSS THE FRONT OF THE SITE. ALBEMARLE COUNTY SERVICE AUTHORITY SANITARY SEWER AND WATER UTILITIES ARE LOCATED ALONG NORTHSIDE DRIVE. NO WATER OR SANITARY SEWER UTILITIES ARE PROPOSED FOR THIS SITE PLAN. STEEP SLOPES 18,600 SF OF MANAGED SLOPES EXIST WITHIN THE LIMITS OF THE SITE. THESE ARE SHOWN ON SHEET C3, PRESERVED SLOPES ARE NOT PRESENT ON THIS SITE. L-1 I %J 11VI NARRATIVE OF OPERATIONS ..,,r. f-, NAVD 1988 THE SITE SHALL BE USED TO PROCESS RECYCLED ASPHALT AND CONCRETE Source: Goo,Je Maps SOURCE OF BOUNDARY & TOPO MATERIALS TO INCLUDE: PARCELS WERE PARTIALLY SURVEYED BY ROGER W. RAY AND ASSOCIATES INERT CONCRETE, ASPHALT, GRAVEL & DEBRIS ASSOCIATED WITH THE (03/16/2015). REMAINING PARCEL LINES COMPUTED FROM SURVEYS OF RECORD. RECYLCLING OF CONCRETE AND ASPHALT PRODUCTS SUCH AS REBAR. THESE LINES ARE APPROXIMATE AND SHOULD BE SURVEYED FOR FINAL PLANNING PURPOSES. TWO (2) FOOT CONTOUR INTERVAL TOPOGRAPHY FROM BELL LANDSCAPE THE SITE WILL NOT BE USED TO PROCESS RECYCLED PAPER, GLASS, PLASTIC, ELECTRONICS, OR ANY OTHER MATERIAL NOT SPECIFIED ABOVE. - SURVEYS, LLC (02/13/15). SHEET C I - COVEK SI-IFET BOUNDARY, PLANIMETRIC, AND TOPOGRAPHIC INFORMATION USED TO CREATE SITE S H E ET C EXISTING CONDITIONS SECTIONS (PLAN AND PROFILE) WAS GENERATED FROM ALBEMARLE COUNTY CIS DATA DOWNLOADED ON 10/10/2018. DOWNLOADED STORMWATER MANAGEMENT J" ilE�T C3 -- SITE PLAN -9H E ET C �. Vf�,M MAP TOPOGRAPHY HAS BEEN FIELD VERIFIED BY JUSTIN SHIMP, P.E. (05/20/2019) CURRENT STOCKPILING OPERATION IS OPERATING UNDER WPO 2015-001. THE PROPOSED MATERIAL RECOVERY FACILITY WILL OPERATE UNDER THE SAME PERMIT, AMENDED AS NECESSARY, A LEVEL 1 BIOFILTER BMP WILL BE CONSTRUCTED ALONG SHEET C5 -- EROSION * SEDIMENT CONTKOL NAP- PATIVF WITH THE PURCHASE OF ADDITIONAL NUTRIENT CREDITS TO MANAGE SWM QUALITY, SHEET CC EKOSION � SEDIMENT CONTR,,OL. PLAN PHASE ! SHEET C7 EKOSION 4� SEDIMENT CONTKOL. DETAILS LAND USE SCHEDULE LIMITS OF DISTURBANCE-4.98 AC Land Use Schedule Exisdng SF ,A; % Building 0- 0.00 0.0% Soil 14,242 0.33 6_6% ImpeNous Area _ 82890 ,- . 0.7 10.2% `Furf184,039 . ... 184,0 9 � 4,22 84.8�1� Woody 0 0,00 0 0% Iota l 21 6, 929 4_98 1 O0.0'Dl trawl 46450 1.07 21.4�'� Impervious Area 126667 2.8 7:9% Turf 91,202 2.10 42.1`% Woods 0 0.00 0.0°1/16 ToiF r16.92 10000f0 MINIMUM BUFFER REQUIRMENT: 10% OF TOTAL DEVELOPMENT AREA EXISTING WOODED AREA BUFFER AND PROPOSED SCREENING: 60,250 SF TOTAL DEVELOPMENT AREA®6.28 AC 60,250 SF = 20.3% WOODED BUFFER — — — — — — __ i,,-(-)- __ I / � , "I , / I — — - — —0 I I I ri L-1 i � - — - - — - - __ - - - --- __ __ \ \ i I / � ,- , / / / I I I � , � I ! — __ __ - )I , ,� , 0 � __ -, , S 6,3,) - 2 '3 ,A) � X ,� � \ N `\ I � Q , �_ I _� \ 1�7. 1/ 11, � I \ � , �, / / I I Ln \ � M-I . � - ) ", , __1 \ � / I- / I I , I �IIIIIIII� Le I I , 11 A \1 R4 — \ \ \ \ I / TO BE,"REMOVED)/` � \_ - ,,_ - - — - - --- - - — �5 � -, I / -r/( \ I _\ \ , \ � / / EXISTING /'FREE BUOER / \ __ - - - I , \ - \ I -, / y / \ - - —_ - - — - - _____ qI I I '_1 '_1 ) 171h,,,�,I� I I � � / �TO BE �, / \ \ \ \ — � - - , s4I , � I'! 1111��11, ��� ... �� I � - � '''"'V7,1101" I'll t - � ''� \ ,\ 1) I'� ­,, _,�,--kk,,,­ik' 1. -.-'I,- 1� , lr� .... 01,� 1,­I�1`,I­!� EIMOVED) / \ \ - � I I I �-,(' , "i, i'. �, i, ,,, , ­,41 � I \ - - — '0 I � ", -11 - � � � �: , i , ,, � 1 �77, 11 - � I, II, . %% " ,, , _1 "', 1, , � I" I 1 , I III, I , , - � <� , - _�� ? � ", ''I"' ���, , '', , � - , I�I`i�,/­,,,, ,,_., ­III­ii­!�,�! `10 - � , ,, - -- i, I Al, 1� %, - "" I It, I "I � ", , � 1, � 1, I '_­ '_ONF,i `��_', - , \ I ��', � I , - � � !­FE-R,,% -T` �I` "I'" III ` \ - - — - - , - ,I,,- I ��,­-,'�','i�,%,,,. - - F - k, 1. �, - �, , - ��,,' -, � " _ . , , - - , ­ . . , '_ '' -,,��­ ". 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T.M. 3 v { I , _ v \ _ ye -�c - - - -° �'�_ -� - _ �- -� 2-2C5 \' i\ °\ o ®♦n ,:1GH �, \\ , onfOr LAC! r i r `�`_� . .. LARRY B. HALE BARB t \ \ \ \ \ \ j' ' \ 4- \ AY , � — �_ /\ \ T(�EI;�F ROTECrfoN /----i s,-' P I G \ r �; . _ 1 ARA A. HALL \ \ • ,� , \ I—\ � \ (TYP} fsrrN� REE BUFFER��- � � .�.� � .� � �' t \ ` X / ,� i D.B. 2050 �670, 572f I \\ \ \\ ° .' / --' . ®- „ ` \ . \ r w /- 1 r r, I \ ` \ \ R ��fQ� �� t _ - 673 RLAT \ - _ -\- : _�!IV a \ CAr� % X , \ J .� `C� /..- \ �= D.B. 1366-f278 i , \ \' \ \,\, � i r. x 4a_ } - - /1!', /(ro s� PRESERVED �� - �rG> rr ®�-w _- }I ���r J IV\ � �, , p 52--279, P80 PLAT � V A \ \ N ,� 4, { \ �� - -=- , / (�u����E�N - _ �-_ ,, F�Q1�,� l - � � .. . B 10 7 4 r \ \ ° a ♦yam/ n 'k � , ,,� � t a ck S x ® _ ` - - l j / fl / , / / r , s� ,CAS I v er 143, 47 PLAT \ \ \ �, " .�- i { 1 a _ - - _ _-_-� i ) / �.• I ,.' .,`0 i ,">a 't4�'- - 0 — - _ —' _ -_ _-"`- % i- ""op' .-"' , ]r '" , 1 ' \ \ y ' + �� - _ LIMN /-/ ' �a �\/' Y ����_� DAB. 7��27 I \\ 1. 1. h.{.. 5 } t -' - - �__ o�_cr�Inl�i 1 _ �~`"- i , ��°° , + Q.B. 598-� 374 PLAT I \ ` mo t, w $ T / _-, - -�_, I /' f AT -- i i .�ba / j \ .- ® `�"' ' 1 A (' I \ \ \ " 7� ° -® �_ /' / / �_-\ -_ °j 7 -_ ® fi% 4:.. ;r I - f . 5 CR ES / \1 \ � `� �, � ��EH 1. / / / � -� V. � -� I . ,> � ' 01 j I- �-- -'',. , \ \ : �s- ' BMP MUST BE INSTALLED ONLY AFTER _�3F3 i 4` > lf.. ZONED HEAVY INDUSTRY J \ �`�© REM�I'N /t , �' £t `` \ i <' 1 \ ALL UP -GRADIENT GRADING HAS BEEN w \ .- �--- EQUIPME / \\ \ . \- `� I7} r .3d� , , \�.- �. �-- ®" i w -m "" -�. •\' I . ''� "� .� { COMPLETED AND AFTER SITE PRELIMINARY EQUIPMENT RENTAL '/' -- 1 �' 7- �.,w®-- w \ \ / _. r ,� . „ `11;4" °�..4„.- — -„ — ,.�.:�,. — — '� � ,.•�' .{ STABILIZATION ACHIEVED \ MM1LL� pg/� 7- - - , t.. 7 � \ \ � ,� \ �� •._. ....-- �`.. AIVdl""� amK.® 1 _ • �"'^ _�{_ lgCal ll I D' ,` ,. :I � 'e. .. ��_. .. � �✓ 1, i v � C � , , 11 , '� , .-- �' I \ \ - -� �- � � � , - I - - � _r J _�, a�C7 ION ' w r INTERNE .--�tI I / _ �' � , , - , i \ \ I f I - _ _ �- I 11 R � I • I F ►/ 10 -c.N'5153 . ��sSro�raz. E�jd # 0 30 60 'ii Ell-" •t.'" T.M. 32-67 V 2 ACRES v v %J %.0 %A 1a Total 216,929 4.98 100.0% PARCELS F & G -V -V ------------- ZONED HEAVY INDUSTRY LARRY B. HALL & BARBARA A. HALL IMPERVIOUS CONCRETE MANUFACTURING FACILI, D-B. 1252-280 PLAT D.B. -V -V 624 -251 -V -V 501 L TYPE 4.15 ACRES -V TURF ZONED HEAVY INDUSTRY ------------- AUTO BODY SHOP t .ta l -V -V — — -- — — — — — — — — — — — N, 1: -V 4"0, �LA T -V -V IV -V -V �F/ -V -V -V �v -V -V -V -V -V -V -V - — — — — — — — — — — — — -V -V -V -V -V -V -V -V -V -_v -V N�v T.M. 32-2�C5 -V -_v -V `a 1-V % -V -V -A/ fe! -V LARRY E3. HALL & BA�BARA A. HALL -V -V v -V -V -V -V -V -V -V -V D.B. 2050-670, 6721 & 673 PLAT N -V -V -V D.B. 1366 �.,N -V -V -1278 D.B� 1252-279, �80 PLAT -V • WOODS BMP COORDINATES ef� --v -78,430115 D.B. 1074-143, 947 PLAT 38,143125 r - - - - - - SOIL TYPE D.B. 598-374 PLAT - - - - - - - - - -- - - 6.51 ACRES <-L I IMI T S 0 F DISTURBAINCE-- 4.98 AC ZONED HEAVY INDUSTRY 414 EQUIPMENT RENTAL vx IV --v -V -V -V -V -V -V -V \HALL -v . . . . . . . . . . . . 30 0 30 60 90 m� Irlm m m m m SCALE: 1 " = 30' 'C"4 10 ZU Ld Z z LJ I IL z 0 z p N 0 2m aJ N < U Jus I M. SKIMP L N 4,6183 VI V) In w w 0 EEE E E E 0 0 0 0 0 0 0 V) rn co V) rn w 7:1 -0 -u I Date 5/13/2019 Scale 1 )) =30' Sheet No. C4 OF 7 File Na. NOWN 191 ..�,,1!::,. �::_ :._, ,..� � �,. __ :. i is,,:� ,.,. ;.,..!anflneffiffi,ill - __ UOUNTY OF ALBEMARLE tDe srrtm�ent of Community Development j P Construction RecardDrawmligs s- l t) for VSMP PROJECT DESCRIPTION AND AMENDMENT NARRATIVE THE SITE IS AN UNDEVELOPED OPEN SPACE ON NORTHSIDE DR. IN ALBEMARLE COUNTY, CURRENTLY BEING USED AS A MATERIAL STOCKPILING SITE. THE PURPOSE OF THIS AMENDMENT IS TO SHOW THE NEW LIMITS OF DISTURBANCE AND THE CURRENT SITE CONDITIONS INCLUDING THE PERIMETER OF EACH STOCKPILE. THE TOTAL AREA OF DISTURBANCE FOR SITE IS 4.98 ACRES. THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES: i , list, - construction €t record .a im s or 1. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE EROSION AND SEDIMENT t7!�i?1.t1 l I1tinformation1CL11� O►tD e�44TtiSfiLiCt PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION AND SEDIMENT CONTROLS IN stormwater facilities reference Water Protection Ordinance 1- 2 ). It ispreferaNe that the ACCORDANCE WITH THE PERMIT REQUIREMENTS. � 2. INSTALLATION OF PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON r�rt�>tri!atrEar, , ' sexatrx d`w prepared �trzer trr. THE PLAN AND DETAILS. rovicle. clesign dratVings cis construction recu d drawings. 3. GRADING AND PLACEMENT OF FILL SHALL BE IN GENERAL ACCORDANCE WITH THE PLAN. 4. ESTABLISHMENT OF PERMANENT STABILIZATION OF ALL DISTURBED AREAS. A. A signed and dated professional sent of the preparing engineer ter sarveyor.. B. The namo and address of the firm and individual preparing the drawings, on the title Shut_ .. � ., :, .... „ associated ear �. ,µ. y• .. ... -. _ �.. .� verify C. The wnstructed location. of all ite1 associated with each f itity, and the mi speation recar& to w erify d. - ::' a:�.t riail�, d itistaldaif�ituii. The te.►ris ii�.ls>ti� I�ifl �t ii€:�t liiriite? tr"r the fcrllr��iai�,: prr�Iacr €di.rriere�ioii � � � y .. 1. 'Inspection Fterords mid phut ggraphs for pipe trenches and.. hedriin , ineladiang a ndertd_raii7s. . ' 14w Pim Ius pon ctifiir any l' - i peg g which are licit accessible ssible or vierv4 able. 3. Upda" Location with en ccirdinates of all faciditie--&, 4. Ver IW Drainage Area maps for the drainage area treated, and for drainage to the facilities. . Current physical and topographic survey for all earthen structures. Punds should. include a survey of the pond: buttanL Surveys should verify pond vultirmes. are per design. Caffectiorts may be required for alterations from the design. . Plants, lotion and type. 1. Ply and profiles for all cidvefU, Pipes Risers, Weirs and Drainage Structures -1)'splaiy the installed xype of draltiage Structures, calvart1pipe size, welts, ruateri l-% inlets ar erid treatfhetit(s), irsdet and outlet prc Loalori, a.li arierit and invertelevationsc ompai r d to design.. . Computatiorts., For siVM deviations from design, provide sealed computations ve-lifying that the as -built condition is equivalent ar better than design • Ditch Lines - Ibis Display the eonstructe� location. of all. ditch lines and clan iels, ine;liiclifi typical p` ,Y � yF sections and linings. 1 O. asefflent - 'show all platted esaseinents- way th dear) brae' k ra.f'eret ces hib leyd. Fac;fflflesanddrAnagu must be within platted eftSPULneftlig. PI-Ovide. capieys of recorded docuruenis. 11. Guardrail, fencesor ather safety provisdons - Display the, c,onstriic:te Irre ation of ill safety provisions; fences, guardrail, including the t len , and a lied end treatments, compared to d} � s � � � yP�} � l?p p deiri. 12. Material layers - biofilter media, _stone layers, sand layers,, keyways and cores must be verified M to mai e.rial types and depths. Includes inspection reports, baring or test pit repart and .materk d certi.ficatior s131ofilter inedia fault he an appreiVed state i is , 11. Access roads show location of access roads, surface- treatment, drainage, etc as applicable. 14. Cam acti u rye r°I are re q aireel to ve;rif fill compaction in lards. p y p 15. Manufacturers certifications f6r proprietary IMP s certifying proper in&Wlation and functioning, EXISTING SITE CONDITIONS THE SITE IS CURRENTLY A VACANT INDUSTRIAL LOT, WITH ACTIVE MATERIAL STOCKPILE. ADJACENT PROPERTIES THIS PROPERTY IS BORDERED TO THE NORTH BY CONMCT PROPERTIES L.C., A CEMENT MIXING PLANT, AND TO THE EAST AND WEST BY UNDEVELOPED PARCELS ON NORTHSIDE DRIVE. OFFSITE AREAS: WASTE MATERIAL WILL BE DELIVERED TO THE SITE FROM SITES WHICH HAVE EROSION CONTROL PLANS OR DEMOLITION PERMITS. SOILS THE SITE CONTAINS THE FOLLOWING SOIL TYPES: - 2 TO 2 T LOAMY 5 88 UDORTH ENS LO % SLOPES CRITICAL AREAS THERE ARE NO AREAS ON THIS SITE WITH CRITICAL EROSION CONCERNS WITHIN THE LIMITS OF DISTURBANCE. EROSION & SEDIMENT CONTROLS 1. CONSTRUCTION ENTRANCE: INSTALL AND MAINTAIN A CONSTRUCTION ENTRANCE, AS NECESSARY, THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.02 AND CONFORMS WITH THE REQUIREMENTS OF THE EROSION & SEDIMENT CONTROL PLAN. 2. SILT FENCE: INSTALL AND MAINTAIN SILT FENCE THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.05. THIS SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN AND ACCOMPANYING DETAILS FOR THE PURPOSE OF INTERCEPTING SILT -LADEN RUNOFF BEFORE IT IS DISCHARGED FROM THE SITE. THE SILT FENCE SHALL BE INSPECTED AND MAINTAINED TO ENSURE CONTINUED PERFORMANCE. 3. TEMPORARY CLEANWATER DIVERSION: A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM, UNPROTECTED SLOPES AND TO A STABILIZED OUTLET. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STD. AND SPEC. 3.09. THE WATER WILL FLOW THROUGH A CWD DESIGNED TO VDOT LD-268 STANDARDS, THIS CULVERT WILL BE LINED WITH EC-2 MATTING. 4, TEMPORARY SEDIMENT TRAP: A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STD. AND SPEC. 3.13. TO BE CONVERTED INTO A PERMANENT DETEN1ON POND AT THE END OF CONSTRUCTION AS DETAILED. 5. TEMPORARY DIVERSION DIKE: A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STD. AND SPEC. 3.09, THE CLEANWATER DIVERSIONS WILL BE MADE STABLE BY THE USE OF VDOT LD-268 DESIGN STANDARDS. 6. TEMPORARY SEEDING: TEMPORARY SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD, AND SPEC. 3.31. 7. PERMANENT SEEDING: PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED ON THESE PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. PERMANENT SEEDING STABILIZES DISTURBED AREAS AND ENHANCES THE BEAUTY OF THE SITE. 8. MULCHING: APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE TO PREVENT EROSION AND FOSTER THE GROWTH OF VEGETATION. ORGANIC MULCHES (STRAW) HAVE BEEN FOUND TO BE THE MOST EFFECTIVE. 9. DUST CONTROL: CONDUCT DUST CONTROL OPERATIONS NECESSARY TO MET THE REQUIREMENTS OF STD. & SPEC. 3.39 AS REQUIRED TO CONTROL SURFACE AND AIRBORNE MOVEMENT OF DUST. 1O.INLET PROTECTION: INLET PROTECTION MEASURES AROUNF THE NEW INLETS SHALL BE PROVIDED IN ACCORDANCE WITH STD. AND SPEC. 3.07. SILT FENCE, STRAW BALES OR TEMPORARY STONE APPLICATIONS SHALL BE APPLIED AS APPROPRIATE FOR CURRENT GRADE CONDITIONS. 11. OUTLET PROTECTION: RIP -RAP SHALL BE PROVIDED AT THE OUTFALL OF CONVEYANCE CHANNELS, CULVERTS, AND STORM SEWERS IN CONFORMANCE WITH STD. AND SPEC. 3.18. OUTLET PROTECTION SHALL BE INSTALLED WITH ACCOMPANYING STORM SEWERS AND SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND REPAIRED IF NECESSARY. ANT SEDIMENT BUILD UP SHALL BE REMOVED, PERMANENT STABILIZATION AND SEQUENCE OF CONSTRUCTION THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION: STAGE 1 1. REBUILD EXISTING CONSTRUCTION ENTRANCE. 2. INSTALL AND MAINTAIN SILT FENCE, DIVERSIONS, AND TRAPPING MEASURES AT THE LOCATIONS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN. 1 THE PROPOSED BERM AT THE NORTH OF THE SITE SHALL BE BUILT AS SOON AS THE PERIMETER CONTROLS ARE IN PLACE. STAGE 2 CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. STAGE 3 1. UPON APPROVAL OF ALL E&S CONTROL MEASURES, CONTINUE STOCKPILING. 2. MAINTAIN ALL E&S CONTROL MEASURES AND APPLY TEMPORARY SEEDING AND DUST CONTROL AS NEEDED. STAGE 4 ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. STORMWATER MANAGEMENT: STORMWATER MANAGEMENT MEASURES MEETING THE REQUIREMENTS OF THE VSMP PERMIT HAVE BEEN INCLUDED. SPECIFICALLY, CONSTRUCTION AND OPERATION OF A LEVEL 1 BIOFILTER BMP AND PURCHASE OF OFFSITE NUTRIENT CREDITS FOR WATER QUALITY. WATER QUANTITY IS MANAGED THROUGH DETENTION OF THE 10 YEAR STORM DISCHARGING TO AN IMPROVED CHANNEL. SEDIMENT TRAP NOTE THE EXISTING SEDIMENT TRAP DOES NOT CURRENTLY MEET THE REQUIREMENTS OF THE SEDIMENT TRAP DESIGN BASED THE AMENEDED DRAINAGE AREA. THE PROVIDED VOLUMES AREA BELOW THE REQUIRED VOLUMES, HOWEVER THE ONSITE STOCKPILES HAVE BEEN SHOWN TO SIGNIFICANTLY REDUCE THE RUNOFF TO THE SEDIMENT TRAP. THEREFORE, ALLOWING FOR THE EXISTING SEDIMENT TRAP TO ADEQUATLY MANAGE THE ONSITE RUNOFF. BIOFILTER INSTALLATION NOTES 1. CONSTRUCTION OF THE BIORETENTION AREA MAY ONLY BEGIN AFTER THE ENTIRE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED VEGETATION. IT MAY BE IZ WITH NECESSARY TO BLOCK CERTAIN CURB OR OTHER INLETS WHILE THE BIORETENTION AREA IS BEING CONSTRUCTED. THE PROPOSED SITE SHOULD BE CHECKED FOR EXISTING UTILITIES PRIOR TO ANY EXCAVATION. 2. THE DESIGNER AND THE INSTALLER SHOULD HAVE A PRECONSTRUCTION MEETING, CHECKING THE BOUNDARIES OF THE CONTRIBUTING DRAINAGE AREA AND THE ACTUAL INLET ELEVATIONS TO ENSURE THEY CONFORM TO ORIGINAL DESIGN. SINCE OTHER CONTRACTORS MAY BE RESPONSIBLE FOR CONSTRUCTING PORTIONS OF THE SITE, IT IS QUITE COMMON TO FIND SUBTLE DIFFERENCES IN SITE GRADING, DRAINAGE AND PAVING ELEVATIONS THAT CAN PRODUCE HYDRAULICALLY IMPORTANT DIFFERENCES FOR THE PROPOSED BIORETENTION AREA. THE DESIGNER SHOULD CLEARLY COMMUNICATE, IN WRITING, ANY PROJECT CHANGES DETERMINED DURING THE PRECONSTRUCTION MEETING TO THE INSTALLER AND THE PLAN REVIEW/INSPECTION AUTHORITY. 3. TEMPORARY E&S CONTROLS ARE NEEDED DURING CONSTRUCTION OF THE BIORETENTION AREA TO DIVERT STORMWATER AWAY FROM THE BIORETENTION AREA UNTIL IT IS COMPLETED. SPECIAL PROTECTION MEASURES SUCH AS EROSION CONTROL FABRICS MAY BE NEEDED TO PROTECT VULNERABLE SIDE SLOPES FROM EROSION DURING THE CONSTRUCTION PROCESS. 4. ANY PRE-TREATMENT CELLS SHOULD BE EXCAVATED FIRST AND THEN SEALED TO TRAP SEDIMENTS. 5. EXCAVATORS OR BACKHOES SHOULD WORK FROM THE SIDES TO EXCAVATE THE BIORETENTION AREA TO ITS APPROPRIATE DESIGN DEPTH AND DIMENSIONS. D T EXCAVATING EQUIPMENT SHOULD HAVE SCOOPS WITH ADEQUATE REACH SO THEY DO NOT HAVE TO SIT INSIDE THE FOOTPRINT OF THE BIORETENTION AREA. CONTRACTORS SHOULD USE A CELL CONSTRUCTION APPROACH IN LARGER BIORETENTION BASINS, WHEREBY THE BASIN IS SPLIT INTO 500 TO 1,000 SO. FT. TEMPORARY CELLS WITH A 10-15 FOOT EARTH BRIDGE IN BETWEEN, SO THAT CELLS CAN BE EXCAVATED FROM THE SIDE. 6. IT MAY BE NECESSARY TO RIP THE BOTTOM SOILS TO A DEPTH OF 6 TO 12 INCHES TO PROMOTE GREATER INFILTRATION. 7. PLACE GEOTEXTILE FABRIC ON THE SIDES OF THE BIORETENTION AREA WITH A 6-INCH OVERLAP ON THE SIDES. IF A STONE STORAGE LAYER WILL BE USED, PLACE THE APPROPRIATE DEPTH OF #57 STONE ON THE BOTTOM, INSTALL THE PERFORATED UNDERDRAIN PIPE, PACK #57 STONE TO 3 INCHES ABOVE THE UNDERDRAIN PIPE, AND ADD APPROXIMATELY 3 INCHES OF CHOKER STONE/PEA GRAVEL AS A FILTER BETWEEN THE UNDERDRAIN AND THE SOIL MEDIA LAYER. IF NO STONE STORAGE LAYER IS USED, START WITH 6 INCHES OF #57 STONE ON THE BOTTOM, AND PROCEED WITH THE LAYERING AS DESCRIBED ABOVE. 8. OBTAIN SOIL THE MEDIA FROM A QUALIFIED VENDOR, AND STORE IT ON AN ADJACENT IMPERVIOUS AREA OR PLASTIC SHEETING. AFTER VERIFYING THAT THE MEDIA MEETS THE SPECIFICATIONS, APPLY THE MEDIA IN 12-INCH LIFTS UNTIL THE DESIRED TOP ELEVATION OF THE BIORETENTION AREA IS ACHIEVED. WAIT A FEW DAYS TO CHECK FOR SETTLEMENT, AND ADD ADDITIONAL MEDIA, AS NEEDED, TO ACHIEVE THE DESIGN ELEVATION. 9. PREPARE PLANTING HOLES FOR ANY TREES AND SHRUBS, INSTALL THE VEGETATION, AND WATER ACCORDINGLY. INSTALL ANY TEMPORARY IRRIGATION. 10. PLACE THE SURFACE COVER IN BOTH CELLS (MULCH, RIVER STONE OR TURF), DEPENDING ON THE DESIGN. IF COIR OR JUTE MATTING WILL BE USED IN LIEU OF MULCH, THE MATTING WILL NEED TO BE INSTALLED PRIOR TO PLANTING (STEP 9), AND HOLES OR SLITS WILL HAVE TO BE CUT IN THE MATTING TO INSTALL THE PLANTS. 11. INSTALL THE PLANT MATERIALS AS SHOWN IN THE LANDSCAPING PLAN, AND WATER THEM DURING WEEKS OF NO RAIN FOR THE FIRST TWO MONTHS. BMP NOTES: 1. BMP A IS A LEVEL 1 VRRM COMPLIANT BIOFILTRATION BASIN WITH A CDA OF 3.50 ACRES. IT IS LOCATED AT COORDINATES 38.143125,-78.430-115. BMP A DESIGN VOLUME=TV=9,275 CF DEPTH OF STONE=2:9' DEPTH OF MEDIA=2.0' PONDING DEPTH=6" MEDIA AREA=5,153 SF PLANTINGS IN BIOFILTER=21 SURFACE COVER: HARDWOOD MULCH ANNUAL BMP INSPECTION CHECKLIST IT IS HIGHLY RECOMMENDED THAT A SPRING MAINTENANCE INSPECTION AND CLEANUP BE CONDUCTED AT EACH BIORETENTION AREA. THE FOLLOWING IS A LIST OF SOME OF THE KEY MAINTENANCE PROBLEMS TO LOOK FOR: • CHECK TO SEE IF 75% TO 90% COVER (MULCH PLUS VEGETATIVE COVER) HAS BEEN ACHIEVED IN THE BED, AND MEASURE THE DEPTH OF THE REMAINING MULCH. • CHECK FOR SEDIMENT BUILDUP AT CURB CUTS, GRAVEL DIAPHRAGMS OR PAVEMENT EDGES THAT PREVENTS FLOW FROM GETTING INTO THE BED, AND CHECK FOR OTHER SIGNS OF BYPASSING. o CHECK FOR ANY WINTER- OR SALT -KILLED VEGETATION, AND REPLACE IT WITH HARDIER SPECIES. • NOTE PRESENCE OF ACCUMULATED SAND, SEDIMENT AND TRASH IN THE PRE-TREATMENT CELL OR FILTER BEDS, AND REMOVE IT. INSPECT BIORETENTION SIDE SLOPES AND GRASS FILTER STRIPS FOR EVIDENCE OF ANY RILL OR GULLY EROSION, AND REPAIR IT. • CHECK THE BIORETENTION BED FOR EVIDENCE OF MULCH FLOTATION, EXCESSIVE PONDING, DEAD PLANTS OR CONCENTRATED FLOWS, AND TAKE APPROPRIATE REMEDIAL ACTION. ® CHECK INFLOW POINTS FOR CLOGGING, AND REMOVE ANY SEDIMENT. ® LOOK FOR ANY BARE SOIL OR SEDIMENT SOURCES IN THE CONTRIBUTING DRAINAGE AREA, AND STABILIZE THEM IMMEDIATELY. ® CHECK FOR CLOGGED OR SLOW -DRAINING SOIL MEDIA, A CRUST FORMED ON THE TOP LAYER, INAPPROPRIATE SOIL MEDIA, OR OTHER CAUSES OF INSUFFICIENT FILTERING TIME, AND RESTORE PROPER FILTRATION CHARACTERISTICS. 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. 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. ACCOR E Q GENERAL NOTES 1. 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. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, UTILITIES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. ANY DAMAGE CAUSED BY THE CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO REPAIR OR REPLACE. THIS EXPENSE IS THE CONTRACTOR'S RESPONSIBILITY. 3. REPLACEMENT OR REPAIR 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 U1LITY 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 AND COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 7. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 8. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL BOUNDARIES, BUILDINGS, VEGETATION, AND OTHER PERTINENT SITE ELEMENTS. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND ENGINEER. 9. 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 CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR THAT MAY EXIST. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. SWM MAINTENANCE: 1. REMOVE DEBREE AS NEEDED FROM PRIMARY SPILLWAY, EMERGENCY SPILLWAY, STANDPIPE AND 1-YR ORIFICE. 2. REMOVE DEBREE FROM OUTLET AND DITCH AND MAINTAIN A CLEAR FLOW PATH. 3. REMOVE EXCESSIVE SEDIMENT BUILD UP FROM BOTTOM OF POND. 4. MAINTAIN GOOD GROUND COVER AROUND SLOPES AND EMERGENCY SPILLWAY. FIRST -YEAR BMP MAINTENANCE OPERATIONS SUCCESSFUL ESTABLISHMENT OF BIORETENTION AREAS REQUIRES THAT THE FOLLOWING TASKS BE UNDERTAKEN IN THE FIRST YEAR FOLLOWING INSTALLATION: ® INITIAL INSPECTIONS. FOR THE FIRST 6 MONTHS FOLLOWING CONSTRUCTION, THE SITE SHOULD BE INSPECTED AT LEAST TWICE AFTER STORM EVENTS THAT EXCEED 1 /2 INCH OF RAINFALL. ® SPOT RESEEDING. INSPECTORS SHOULD LOOK FOR BARE OR ERODING AREAS IN THE CONTRIBUTING DRAINAGE AREA OR AROUND THE BIORETENTION AREA, AND MAKE SURE THEY ARE IMMEDIATELY STABILIZED WITH GRASS COVER. ® FERTILIZATION. ONE-TIME, SPOT FERTILIZATION MAY BE NEEDED FOR INITIAL PLANTINGS. 9 WATERING. WATERING IS NEEDED ONCE A WEEK DURING THE FIRST 2 MONTHS, AND THEN AS NEEDED DURING FIRST GROWING SEASON (APRIL-OCTOBER), DEPENDING ON RAINFALL. ® REMOVE AND REPLACE DEAD PLANTS. SINCE UP TO 10% OF THE PLANT STOCK MAY DIE OFF IN THE FIRST YEAR, CONSTRUCTION CONTRACTS SHOULD INCLUDE A CARE AND REPLACEMENT WARRANTY TO ENSURE THAT VEGETATION IS PROPERLY ESTABLISHED AND SURVIVES DURING THE FIRST GROWING SEASON FOLLOWING CONSTRUCTION. THE TYPICAL THRESHOLDS BELOW WHICH REPLACEMENT IS REQUIRED ARE 85% SURVIVAL OF PLANT MATERIAL AND 100%J SURVIVAL OF TREES. 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. STABLIZATION 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 mediate) 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 outfoll 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: a.No more than 500 linear feet of trench may be opened at one time. b.Excavated material shall be placed on the uphill side of trenches c.Effluent 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. 17. 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. U JU ' TN M. SHIMP ic. o 45183 111 I �_'S'tONAL _ 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. - I / `J / - � ,__ - I _ I / — — S63 ,'° 24'39"E ') f" 1 -x k 1'� k i X �.7. O I - . - , r, yL_� 1 1 ;/ ! I � 1 I 1 / // 1 0 ti 1 1 / / { �./ N , \ � i �� m�"_ ,I'_-��___ 1, `-gym �4 ' 'Si f � ;� } \} i / / , q_ _, \ `\ \ S YM B 0 L N 0. TI TLE K E Y a 1 I ( , i I / \ ` _ + \ \\ • °a p����a��. �� �a� -°���• �'• �� � 11 3.0 2 CONSTRUCTION ENTRANCE C E 1 so aso��,- oa - �__� ,1*�� ` \ .-� I _ tt \ R 3.03 CONSTRUCTION ROAD STABILIZATION CR b - # �r _� \ \ (--- , :p 3. 05 SILT FENCE SF i / 1` I I l j i ` "� ' /I % / 3.07 INLET PROTECTION IP ;# / \, 5'-# - I / �. 3.09 TEMPORARY DIVERSION DIKE DD 1 I ,�" a d , T.M. 32-22C1 3.13 TEMPORARY SEDIMENT TRAP ST F j � e L CONMAT PROPERTIES [BRAWN TO SCA E] a f `_ ,# \. , �,. 3.18 OUTLET PROTECTION .".i f :. \� I - �' D.B. 4351 P. 400 OP I I .I T•M. 32-67 -�- j _ 3 31 TEMPORARY SEEDING e mm }, 1 i l PARCELS F t j=:. ,�- - I _ I __ ®__ TS 8c G °. ,. ,. - , I �? I �__ ZO 2 ACRES T� NED HEAVY INDUSTRY \ 1 I , CONCRETE 3.32 PERMANENT SEEDING PS LARRY B. HAL! 8e BARBARA A. HALL # #;; :# - MAN ## # �' Iv UFACTURING FACE Lf TY D.B. 1252-280 PLAT # t I _____ \ 1 I ,( I t # `. M'D �! 11 / f D.B. 624-251 t �. 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HALL 8c BAt BABA 1 ,� ��. - �" . \ �� /\ ���`\ \ r E -P,Ro� Crioiv {TYPE 1 I % G� � ®, - D.B. 2050 6 A.l HALL i \ �� ' , l;/ti 1 1 \ \ 7 \ { /�- �,�-- _ - 70, 672� PLAT `�\ ' y�� :., - - `� /- -- / / } I i \_-- / \ i �q �; :� /- D.B. 1366-2 Q ( r`� , L , 5\ _ ,/ ,�/ / , 1 ti J P,.� - 1 , i 78 / 1 ♦ LL : a ems" �6�� T / / % / / / i y s` `' �/ D.B. 1252-279 t �, o � �— -- 4 , / I / ' I- � %; / - �80 PLAT - � _ - "`� /' __ � / ,/ .� :- D.B. 1D74-143 47 PLAT �, \` ,-' �. �� r „y ;r -�--- _�------ - t / -I- �� �� D 7�27 \ �. -. �; I - - - ___- _I�a�S o-C SARI { / / �� 4 —� I r , , C @ t4 . i ,^ .. vim•?. f.�'-_ / •�, .' __� �� �_ # 6.51 -374 PLAT l '1 �<, : `���, , s _ a_��/ / / / C0 ,� .� � �.5 you �� � � - �I ACRES 1 '��, / / o � -� ,� Z ED , \ �- �9r ( c4,- -:�.r. IMIT aF �ISTU ICE® 4.9 AC ON HEAVY INDUSTRY \ \ _ - :, A „ , % � ,� � -� � -- . - ,� °�- F A v° NT RENTAL / �� - -� \� - _ ,�-� - . �-- ., �\ \ '• �. .:a .'*' :retry 4 1,e.w., .'a.,r - y t: C -'� . , : • , 1 Y ::•.r / 1 30 0 30 60 90 SCALE: 1 " = 30' �� ;u w 0 E E E E EE o�� O U U U *, > �� a. •� C C C U C � C � o 0 0 r C7 C3 1 In (O V) w � v _v -0 0 -0 -0 a2 M a) O a N` w oa)�� N CD �D� a� Date 5/13/2019 s�al� 1 = 30 )P f Sheet No. C6 OF 7 File No. 18.037 PERMANENT SEEDING SPECIFICATIONS 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 Indian grass 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 Indian grass 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 Indian grass on slopes 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 Indian grass on slopes 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 CITY Extension Agents. Under unusual conditions where it is not passible 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 (10 Ibs. 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 (10 lbs. per 1,000 square feet) or equivalent. PERMANENT SEEDING PS C7 Nat To Scale MULCHING NU�_ C7 INot Tv Scale 1NA ... 18" min. 4.5' min. e 11 Not To Scale ON DIKE Compacted Soil rt---Flow TABLE 3.31-C 'i'I1MPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE NOWFHa SOUTHb PLANT SPECIES 3!1 5!i 8115 2l15 5!i 911 CHARACTERISTICS Acre 1000 ft2 to to to to to to 4/30 8115 11/1 4/30 911 11/15 OATS 3 bu. (up to 100 tbs., 2 lbs. X - - X - - Use spring varieties (e.g., Noble). Avena saliva not less than 50 lbs.) RYE° 2 bu. (up to 110 lbs., 2.5 lbs. X - X X - X Use for late fall seedings, winter (Secale cereale not less than 50 lbs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 lbs. approx. I lb. - X - X - Warm -season annual. Dies at first Setaria ita ' a frost. May be added to summer mixes. ANNUAL RYEGRASS` GO lbs. 1'!z Ibs. X X X - X May be added in mixes. Will (Lolium mull &gulm} mow out of most stands. WEEPING 15 lbs. 51h ozs. X - X - Warm -season perennial. May LOVEGRASS bunch. Tolerates hot, dry slopes (Era&MIis curvula and acid, infertile soils. May be added to mixes. KOREAN 25 lbs. approx. t 1fr X X X X Warm season annual legume. LESPEDEZA° lbs. Tolerates acid soils. May be Laf soedez3 sti ulacea added to mixes. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal PIain. c May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. May not be planted between these dates. 2 VEMPORARY SEEDING(TSL=- C7)Not To Scale TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Application Dilution Type of bate Adhesive (Adhesive: Water) Nozzle Gallons/Acre Anionic Asphalt Emulsion 7:1 Coarse Spray 1,200 Latex Emulsion 12.5:1 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 Acrylic Emulsion (Non -Traffic) Acrylic Emulsion (Traffic) 7:1 3.5:1 Coarse Spray 450 Coarse Spray 350 3 DUST CONTROL DC C% Not To Scale C 0 N S TR UCTI0N OF A SIL T �'ENO'E (WITILITOUT WIRE S UPPO.R T) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. FLAW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. Not To Scale 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) TYPICAL .RIENTA TI N CAE in N 7 REA TMENT - 1 ("s-t 0IL STABILIZATION BLANKET) SHAI I OW ON SHALLOW SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. BERM WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM. TYPICAL TREATMENT- 1 (SOIL S TA ILIZA TION BLANKET) INSTALLA TION CRITERIA ANCHOR SLOT NOTES APPROXIMATELY 200 STAPLES REQUIRED 2" ON STEEP SLOPES, APPLY T. PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION: TURN THE END UNDER 4" AND STAPLE AT 12" INTERVALS. 12" IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. 7 - EC 2 MATTING D ETAI L C7 Not To Scale A A 'IPE OUTLET TO FLAT REA WITH NO DEFINED :HANNEL L ❑ 0 7 ®> d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER L® (tt) Do (ft) 3Do (ft) d (in) d50 1 96 2.00 6.00 9.0 6.0 OUTLET PROTECTION OP C7 Not To Scale Ditch Sections Ditch Lining Channel 10-Yr Flow 2_YR Velocity Channel Channel Side Depth Depth (Ft/s) Width Slope (Ft) 1 Matting 2'-0" OA 8 3.35 8'-0" 4:1 EC-2 2 Matting 2'-0" 0.19 2.40 8'-0" 4:1 Width TYPICAL DITCH SECTION DETAIL C7 Not To Scale En tren ch Lining 6" Depth TAMP FIRMLY ANCHOR SLOT t PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". 12' MAX. 4.1 OR FLATTER 6" MAX. STEEPER THAN 4:1 JUNCTION SLOT EDGE AND END JOINTS I I I I I I I I I I CHECK SLOT* TO BE SNUGLY ABUTTED (JUTE MESH WILL HAVE I I I TERMINAL FOLD STAPLED LAP JOINT IN LIEU OF EDGE JOINT) - LAP JOINT 2" MIN. I I I I I I (JUTE MESH ONLY) ! I I I i I I 5' MAX. 4:1 OR FLATTER 3' MAX. STEEPER THAN 4:1 I I I I I 1 6" TO 12" I I I I I I I I 1 1 I I I T I I I I 1 TAMP CHECK SLOT FIRMLY -tea 1:=u lei n 11 Ii 11 O u Ii=II .il." IL II II IL=1 III 11-I1 11 11 .II II-LI L=II II. II^II II Il IL=11. �� 11-11-I1 .II I I=II.=I I-11.=I-11=11 I I-11 *CHECK SLOT I I I 1 1 TO 2i I I I I 1 I I VAR. VAR. 6" TO s" l PLAN VIEW STAPLING DIAGRAM STAPLE FORMED FROM NO.11 STEEL WIRE. •CHECK SLOTS AT MIN. Et" STAPLE MIN. LENGTH FOR SANDY SOIL. -90 C-C INTERVALS; _" , _,a, P ...., , _.GT P, AND ,, NOT REQ.'D WITH ALL JUNCTION SLOT »®e- TAMP TERMINAL FOLD 2 FIRMLY -� 12" 6" TO 12" I TAMP FIF{MLY 4" DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN 2 0' MIN, 0.5'� MIN. 1.0' TOP: 488.00 I MIN. 3. 0' 67 C.Y./ AC. „DRY" ....... It1JtK UKLZ) l 486.30 STORAGE C: WET TOP 67 C.Y./ AC. WET" STORAGE . - .Y.Y 6" DEWATERING .Y.... ....Y.Y.Y.VIf.Y.V.Y.V.Y. � �l Y.Y.Y.Y.S'.Y.Y. DEVICE B: SEDIMENT CLEANOUT POINT A: BOTTOM DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25-YR. EVENT) Riser DA Wet Wet Dry Dry Vol. 25 yr SBA A B C Elev. (Acs.) Vol. Vol. Cy Vol. Cy WSE (Req.) (Prov.) (Req.) (Prov.) 1 488 486 483 486.3 5.7 384.6 459 384.6 385 487.59 Jjown, 14 [ 10% SETTLEMENT 0.3' FREE BOARD DESIGN FLOW D€Rrrt TYPICAL VEE-SHAPED DIVERSION 12 PERMANENT DIVERSION DV 07 Not To Scale (DP U JUS I M. SHIMP Lk 4 o.45183 O �_Iv �I®NAL E� rnInU3 cv aci aci E E E E E E c O 0 O o U U U co 0 0 0 O o 0 Q,vc.Dv ¢¢< CD a,C-ANN C=(nOd oC-4 nQ Date 5 13f2019 Scale NfA Sheet No. C7 OF 7 File No. 18.037