The URL can be used to link to this page

Home My WebLink AboutWPO201500031 Plan - Stormwater 2015-10-23Wilson Jones Company RCRA Cleanup Prepared for: Wilson Jones Company 5327 Three Notch'd Drive Abermarle County, White Hall Magisterial District Crozet, Virginia 22932 Site Location - Street Map Site Location Topographic Map Project Description PASTUSO Prior to 1950, when the main manufacturing building was constructed, the property was residential /agricultural. Subsequently, the site was zoned "Industrial" and was used for manufacturing operations starting in 1954. Manufacturing operations In the main manufacturing building ceased around 201 WJC leased the warehouse building( a .k.a. carpentry building) located to the east of the main manufacturing building to Blue Ridge Builders, LTC and others, for woodworking operations related to cabinetry production and other artisan wood working. All light industrial /commercial operations were ceased on the property concurrent with the demolition of the facilities manufacturing and warehouse buildings during late 2013 and early 2014. Currently, there are no manufacturing or commercial operations being performed at the WIC site outside of those in support of the Resource Conservation and Recovery Act (RCRA) corrective measures. FUTURE USE: The WJC Site is currently zoned Light Industrial /Commercial' (Crozet Master Plan, Albemarle County Department of Community Development, October 13, 2010). The land will be remediated to 'Industrial Standards' in accordance with the "Land Use Assumption "( LUA) document submitted to the Virginia Department of Environmental quality (VDEO) (land Use Assumption, AEM, June 21, 2013). The VDEO approved the "LUA" document in a letter dated December 12, 2013. The future use of this land will comply with the current "Crozet Master Plan" zoning criteria and the "LUA" document. PROJECT DESCRIPTION: The Wilson Jones Company property is part of an ongoing Resource Conservation and Recovery Act (RCRA) cleanup. The cleanup is a result of the past industrial operations. As part of the cleanup several Solid Waste Management Units (SWMU) or Areas of Concern (AOCs) are proposed to be excavated. The areas proposed to be excavated are shown on the attached figures. Two areas SWMU No. 7 and ACC No. 5 area located in areas of the property that have been allowed to return to a natural forested state. 5W MU No. 7 consists of six former incineration ditches and AOC No. 5 is the former sandfilterbeds. The project proposes to refurbish and /or install access roads and remove the trees within these areas Most of the access roads currently exist and will only require the addition of stone. The trees will be removed to ground level and stumps will be allowed to remain. The removal is to allow access for trucks and equipment in order to excavate the former incineration ditches and sand filter beds. Once excavations are complete, off site backfll will be brought onto the site and the excavations will be restored to the former grade. The area will then be permanently stabilized by seeding. Soils The WJC site is located in Abermarle County, Virginia which is mapped by the Soil Conservation Services (SES) as the Braddock - Thurmont- Unison Association. An "association" is a broad category for the major soil series identified within related land forms, geology, relief, and vegetative patterns. The soils of this association are defined as deep and well drained. Specifically, the site is mapped by the SCS as Urban Land, Belvoir, Hayesville, and Th combat soil Series. The southern portions of the site are mapped as the Belvoir soil series, classified as deep, somewhat poorly drained soils located in depressions and along drainage ways (i.e., Powell's Branch Creek). The Belvoir soil series are classified as generally having low permeability and the sub surface texture Is a clay loam. The central area of the site is mapped as a Hayesville loam. The Hayesville soil is classified as deep well drained with moderate permeability, and located on narrow to broad ridge tops. The subsurface Is predominantly a clay to clay loam derived from weathered residuum granite gneiss. The majority of the site is mapped as a Thurmont loam. This soil type is classified as having formed in colluvial material of granite, granodionte, and granite gneiss. General Project Notes Existing Conditions The site is currently surrounded by a 6'chain link fence with access control. All work proposed will be completed inside the site fencing. The site in the areas of the former incineration ditches and sand filter beds has been allowed to return to a naturally forested condition. The areas of the incineration ditches have secondary growth trees surrounded by more mature forest. The mature forest is primarily around the property boundary with the central area of the property being grassed fields. The area of the incineration ditches is topographically a high point on the property with drainage from the area extending in a radial direction. The buildings and structures on the property along Three Notched Road have all been previously removed to the concrete foundation. Drainage on the property generally routes towards Powell's Branch Creek. Adjacent Areas The property Is surrounded on the south and eastern boundary by single family residential. Portions of the single family residential along the southern property boundary are currently under construction or will be under construction in the near future. The property located to the west Is industrial /commercial. Properties located along Three Notched Road are mixed commercial or residential. fib te Areas S imported from off -site borrow pits. The soils will be transported from oorrow pits in the area and not from any proposed new barrow pits. Critical Areas Stormwater Runoff Considerations There are no critical areas Identified within the working areas. There will be no The proposed site activities will have only minimal effect on the current grading with the exception of minor work to establish the access roads. The minor stormwater runoff rates. The site will ultimately be returned to the current grading (where required) will Incur less than one foot change in elevation. condition after completion of the excavation activities. Erosion and Sediment Control Measures Calculations The tree removal and excavation areas will be contained with silt fence. There is The work involves completing several excavations to remove buried debris. one storm drain inlet structure that will be protected by silt fence and inlet control Calculations for temporary sediment basins or other structures are not required device. The majority of the site has established vegetation that will not be since the excavation will act as a sediment basin and will prevent sediment removed. laden runoff across the site. Proposed work areas will be encircled in silt fence. Permanent Stabilization Following completion of the excavation activities, all disturbed areas will be stabilized by application of straw mulch and woad chips mulched from on -site trees and grass seed. The roadways that are constructed will remain in place for site access. Project Contacts Eric Stern, P.G. Project Manager Atlanta Environmental Management, Inc. Cell Phone (404) 661 -6905 Jeff Cook, P.E. Senior Project Engineer Atlanta Environmental Management, Inc. Cell Phone (404) 664 -8279 Art Picker, P.E. Project Engineer Atlanta Environmental Management, Inc. Cell Phone (404) 861 -5670 Miscellaneous Notes: 1. Site is NOT within the SDD -year flood plain 2. This site is within the South Fork Rivanna Water Supply Watershed Prepared by: Atlanta Environmental Management, Inc. 2580 Northeast Expressway Atlanta, Georgia 30345 Maintenance Work areas and erosion and sediment control structures will be inspected daily and during any rain event to ensure proper operation of the structures. Repairs to erosion control structures and implementation of additional erosion control measures will be completed immediately upon identification of erosion and sediment control structure has failed or is not functioning as intended. Project Area Info Overall Property Size: 1,507,388 SF (34.60 acres) Minimum Disturbed Area: 131,610 SP (3.02 acres) Maximum Disturbed Area: 166,310 SF (3.82 acres) SURROUNDING AREA NOTES: Crozet Town Area: 2,883 acres South Fork Advance Water Supply Watershed: 258 sq. miles Drawing Index Sheet 0 - Cover Sheet with General Project Notes Sheet - Site Location and Adjoining Properties Sheet 2 - Site Plan Existing Conditions Sheet 3 - Proposed Site Work Sheet 4 - Erosion and Sediment Control Plan Sheet 5 - Landscape Plan Sheet 6 - Stormwater Management Plan Sheet 7 - Pollution Prevention Plan VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT ...: Site ' 1 rvx.. 6e Site Location - Street Map Site Location Topographic Map Project Description PASTUSO Prior to 1950, when the main manufacturing building was constructed, the property was residential /agricultural. Subsequently, the site was zoned "Industrial" and was used for manufacturing operations starting in 1954. Manufacturing operations In the main manufacturing building ceased around 201 WJC leased the warehouse building( a .k.a. carpentry building) located to the east of the main manufacturing building to Blue Ridge Builders, LTC and others, for woodworking operations related to cabinetry production and other artisan wood working. All light industrial /commercial operations were ceased on the property concurrent with the demolition of the facilities manufacturing and warehouse buildings during late 2013 and early 2014. Currently, there are no manufacturing or commercial operations being performed at the WIC site outside of those in support of the Resource Conservation and Recovery Act (RCRA) corrective measures. FUTURE USE: The WJC Site is currently zoned Light Industrial /Commercial' (Crozet Master Plan, Albemarle County Department of Community Development, October 13, 2010). The land will be remediated to 'Industrial Standards' in accordance with the "Land Use Assumption "( LUA) document submitted to the Virginia Department of Environmental quality (VDEO) (land Use Assumption, AEM, June 21, 2013). The VDEO approved the "LUA" document in a letter dated December 12, 2013. The future use of this land will comply with the current "Crozet Master Plan" zoning criteria and the "LUA" document. PROJECT DESCRIPTION: The Wilson Jones Company property is part of an ongoing Resource Conservation and Recovery Act (RCRA) cleanup. The cleanup is a result of the past industrial operations. As part of the cleanup several Solid Waste Management Units (SWMU) or Areas of Concern (AOCs) are proposed to be excavated. The areas proposed to be excavated are shown on the attached figures. Two areas SWMU No. 7 and ACC No. 5 area located in areas of the property that have been allowed to return to a natural forested state. 5W MU No. 7 consists of six former incineration ditches and AOC No. 5 is the former sandfilterbeds. The project proposes to refurbish and /or install access roads and remove the trees within these areas Most of the access roads currently exist and will only require the addition of stone. The trees will be removed to ground level and stumps will be allowed to remain. The removal is to allow access for trucks and equipment in order to excavate the former incineration ditches and sand filter beds. Once excavations are complete, off site backfll will be brought onto the site and the excavations will be restored to the former grade. The area will then be permanently stabilized by seeding. Soils The WJC site is located in Abermarle County, Virginia which is mapped by the Soil Conservation Services (SES) as the Braddock - Thurmont- Unison Association. An "association" is a broad category for the major soil series identified within related land forms, geology, relief, and vegetative patterns. The soils of this association are defined as deep and well drained. Specifically, the site is mapped by the SCS as Urban Land, Belvoir, Hayesville, and Th combat soil Series. The southern portions of the site are mapped as the Belvoir soil series, classified as deep, somewhat poorly drained soils located in depressions and along drainage ways (i.e., Powell's Branch Creek). The Belvoir soil series are classified as generally having low permeability and the sub surface texture Is a clay loam. The central area of the site is mapped as a Hayesville loam. The Hayesville soil is classified as deep well drained with moderate permeability, and located on narrow to broad ridge tops. The subsurface Is predominantly a clay to clay loam derived from weathered residuum granite gneiss. The majority of the site is mapped as a Thurmont loam. This soil type is classified as having formed in colluvial material of granite, granodionte, and granite gneiss. General Project Notes Existing Conditions The site is currently surrounded by a 6'chain link fence with access control. All work proposed will be completed inside the site fencing. The site in the areas of the former incineration ditches and sand filter beds has been allowed to return to a naturally forested condition. The areas of the incineration ditches have secondary growth trees surrounded by more mature forest. The mature forest is primarily around the property boundary with the central area of the property being grassed fields. The area of the incineration ditches is topographically a high point on the property with drainage from the area extending in a radial direction. The buildings and structures on the property along Three Notched Road have all been previously removed to the concrete foundation. Drainage on the property generally routes towards Powell's Branch Creek. Adjacent Areas The property Is surrounded on the south and eastern boundary by single family residential. Portions of the single family residential along the southern property boundary are currently under construction or will be under construction in the near future. The property located to the west Is industrial /commercial. Properties located along Three Notched Road are mixed commercial or residential. fib te Areas S imported from off -site borrow pits. The soils will be transported from oorrow pits in the area and not from any proposed new barrow pits. Critical Areas Stormwater Runoff Considerations There are no critical areas Identified within the working areas. There will be no The proposed site activities will have only minimal effect on the current grading with the exception of minor work to establish the access roads. The minor stormwater runoff rates. The site will ultimately be returned to the current grading (where required) will Incur less than one foot change in elevation. condition after completion of the excavation activities. Erosion and Sediment Control Measures Calculations The tree removal and excavation areas will be contained with silt fence. There is The work involves completing several excavations to remove buried debris. one storm drain inlet structure that will be protected by silt fence and inlet control Calculations for temporary sediment basins or other structures are not required device. The majority of the site has established vegetation that will not be since the excavation will act as a sediment basin and will prevent sediment removed. laden runoff across the site. Proposed work areas will be encircled in silt fence. Permanent Stabilization Following completion of the excavation activities, all disturbed areas will be stabilized by application of straw mulch and woad chips mulched from on -site trees and grass seed. The roadways that are constructed will remain in place for site access. Project Contacts Eric Stern, P.G. Project Manager Atlanta Environmental Management, Inc. Cell Phone (404) 661 -6905 Jeff Cook, P.E. Senior Project Engineer Atlanta Environmental Management, Inc. Cell Phone (404) 664 -8279 Art Picker, P.E. Project Engineer Atlanta Environmental Management, Inc. Cell Phone (404) 861 -5670 Miscellaneous Notes: 1. Site is NOT within the SDD -year flood plain 2. This site is within the South Fork Rivanna Water Supply Watershed Prepared by: Atlanta Environmental Management, Inc. 2580 Northeast Expressway Atlanta, Georgia 30345 Maintenance Work areas and erosion and sediment control structures will be inspected daily and during any rain event to ensure proper operation of the structures. Repairs to erosion control structures and implementation of additional erosion control measures will be completed immediately upon identification of erosion and sediment control structure has failed or is not functioning as intended. Project Area Info Overall Property Size: 1,507,388 SF (34.60 acres) Minimum Disturbed Area: 131,610 SP (3.02 acres) Maximum Disturbed Area: 166,310 SF (3.82 acres) SURROUNDING AREA NOTES: Crozet Town Area: 2,883 acres South Fork Advance Water Supply Watershed: 258 sq. miles Drawing Index Sheet 0 - Cover Sheet with General Project Notes Sheet - Site Location and Adjoining Properties Sheet 2 - Site Plan Existing Conditions Sheet 3 - Proposed Site Work Sheet 4 - Erosion and Sediment Control Plan Sheet 5 - Landscape Plan Sheet 6 - Stormwater Management Plan Sheet 7 - Pollution Prevention Plan by the Albacore County Cpmmenky Oev-1 oment Department Date � /' t i f Fle.._( � APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PIANNING /ZONING ENGINEER INSPECTIONS ARE _ DEPARTMENT OF FIRE RESCUE ABERMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT Rural Area , IT o \\ \\ \ %\ on \. � N c% , \ \ \� v \, v 77— \ -�� 7 -77 -1_ -� LLB L �� - - -- \\ \� \ E- a w�R7r� \V �V L _ — LL LLB _L —V—C i LLLLL 1 A , �\ \\ \ VGA \A \ \�\�� \\ � _L��afafa LL � L _ y \ \�� \ \\ \ eideitial \ \ \ \\ e\ \\\ \ I - L L --,DEUetopmehnt - - \ `°^i vA V A \ \ \A m `LL I VA�a�� AA�.�LLLLL \ \ \�� \ \ \\ \�.� . \�C� �. L lV LT ,+ of L L — — % ITT L I. � s,r L ' L \` \ \ �A \ V , y - ` VAV A \V A \\ _ \ \� \.A\ \. \LI b L\ rotor \\ \ \ \ \ \\\Ci \ \ \�\ \\ \\ \\ \ \ \ Iii i i L L L P LLA % v T LL L \ \ L \ \\ \\ \ \ \e \\ \ \ \�7 ^i %A V \ V% \ V \�\ Ar a L� x — f \�_ A A \ \ \ \ \V \\vA I,, /\ A� \_LL_LLL,LL IEGF ], cGCrCe ua. mo.rzacmraz Wilson Jones Company 5327 aticC Three White Ha Drove AtiantaF ai Mai Crozet Aromatic County, W2293211 Ma915fetial Ols41G Graphic Scale I.. ,. _ Virginia 22932 p 50 ecrw.wab.raoi�. Daec8i ILI too Site Location and Adjoining Properties Sheaf Scale vein on ANSI cD (22n34) SCALE , 10 1 DATe Joel /,.. no Gua�iI`c- Its or I doodef Gore For — Credit I Union oo� \ I - of e so of Plead store -� ... Gives Ccvdy Former I O —_ f \ WotetB VPN Building- 7 7 r -- —. Gate /- i _ _ .. i L—�}�_'- .—'� i' L�.. V ]e e"i �I 1 \� iroi Apps �GmnoN aultl'n9 1 _mom. . Toor —� Gate - - -- Smar.'emr, Record F ilmatl a .... fy� �so _ N8851E 108800' _ _ wrc / So p F mar Parking Lot Existing Access Road— o tl Ass, Pi Lot or MU Mgrors &G Control AV �� 4 Gate IMHGFFTank aM Pole to tlp T tlk 111 mwv Sam 0n Form 1 ,In 5� ' e V es Filter 1,1 '8 e -- /r L Sit �A fe �a F Gnlarinaw ,) X� — s _ �f, + r i orvn Q ss �� ; IF od k vis °�¢ '< arms War ater Lagoon. a gti9 ,Lai / A Trench z 1�V�W1 s w =�v ".. A .5a ° -A Pwt irradiation ....V \ 0 N \� ":a r Otl J as 1 � vv �v. ma � r Bum Pk �yV � offers; _ � P7 T � ) vvv r ) Akk O 1 \ r �f _ �t V vv SSv _ s va as 'm s er \ IT 1 it �� v C f vbps - �`,0 e / / s ` \ e \ \ �v gy Ae'Mh A yes ' ,.. At. `V `�. t out sever P M dlon q' Oranan aBaoers rT, A \V Approximate of the / v v sax V vv �v vv cemoten �� v hissixe \ h IN V A A V `lam 1m] 1e. q c S \ a / for IN use _ 14w °A / NINS. co, ry �m / AE rok � N, For T h / IN y i A i A i - /T I � \ Legend Property Ramada __..._ _... AdfacentProperlyBoundary � �< —. Tributary Stream _...�_ Chain Link Fence - - - Topographic Contour \ �...�.We¢mned Division R -- Sandary Server Line \ B -Storm Sewer Line Solid Waste Management Units (SWMUs) Rc S JEFF jr . O Former Waste Water Lagoon (RCRA CAP) 7 Co ox Oi Former Incinerator Ditches (Proposed Excavation Areas) J cm.N. ambsubz S Areas of Concern (AOCs) ess'OmALisho' sJ Sand Filter Beds (Proposed Excavation Area) ENCwEERSSTAmP Wilson Jones Company te vn +a Three Notch'tl Drve Note Change scale Crozet, Virginia N No areas within the property are located within the 100 Year Flood Plain V —��— ��n I tested Ed TL Site Plan Sheet 100 Q ad 100 Existing Conditions Source of Topographic Contours Abomarle County GIs gri ierceeb aermarle maGlBWeb/Welwmessph Scale vaod on ANSI D(22r3i e + anyu4s L Source of PropeM Boundary', towns Bring P.C., November 4, 2014 (ww.v.koonhbryaoLmm) r Gail Sb Gets i o —� �— union I Existing Asphalt e Site Ingress /Egress 1 Steel G ryft� ry%� ' / d r WaA bd Former Forms Foodlessness G lmorm -f � ./� %A ..� kvzers _ enrdmg PPY ITT Gate _a Former NaSWecw -n9 Sol r I�Former Apple 1 t T- Orchand BUlding y mDklllrkrIu _..� \ ..go.. — _ ; r.,.,r.=. r�x.�..xrc" _ B kngbam era dRatlroa0 - .r... r� - __ .tea .._r r r -N,Lru __ 17 1 77, 1 .- ecnxm:.: % �— — -ad — N6956'05 "E 109609 __ — -. -. ' --" a sl —� no,_ <� \ 1 a.— _ _ . _ _ cormar FiekL9 Ii _ EvSll➢G NCCesaRp2tl ._ \ .... .A� � (W A II Pavond n _ M U Meters d Control Gal \ a — 3 Nec \ N Gain IMHOFFT k IF Pole BYd� \1 I lip 1 A� betrayal . -� n —Al of Limited Grading or y \ IT us IT Loss than VLO' � m 40� Q - Former ( I 5e� p�)A +� \R `r w I AOC S Treece \ \V - fT see: Plter —•� tYVp a i g! n 1 Removal Area - ` A-- 7 Stumps t main) �\ /'Do ZIGv a I �v V / �/' �v Former ChIcAmori ` I 1. CRS \� %.' Trzvelways are 1g' Wide �� t 1 1 Drop my' �� ti , a r \ cp� Area of Road Repair and Upgrades 4 ,r h 5 T n� . t Sg> i Former wasighand, L,9uon 4 \ \\ _ \ w t 'i °., a v� AV A \V G Water 1^ h_a\ \ \`, \ - \ Bum Pit �- N.� v �e SWMU -7 I t Tree Removal Area A \on \1� (Stumps roremain ma pt \ % .L Im A S\ i\ In Excavation Areas) 1 ' _ \ `. \ S\ l \ \ E I � \ \ Rptential Addilional7ree Removal Area I � / ��, "\ \ '.. As Needed to facilitate Excavation Access IswmPa*oaemmn) i v�saz °zsm w 99.9z• � �iI v IN CRS ! i Sky ve or \ v I. 1 ' 1 \w vs a3' 1 / , @yob Do �� 3H'C A\ o�k�.� watorprofessor, �T vv S V p �� Fords V OnneneBeers \S A g, A _A ��Y _ _PP Mate ' r Location of \ _P A wvvv- Gemeten _ A ��a. V ��_� v Sv ��l of �� v A v >. \ / V A_ A - 4 as // l , ITT �� ♦. �' v. Av SS sod N. DIN sax so al on �. \add � \\ �a P// v .dab ; a, Of :�F.l X�� ask, IF iy m r ecg� / uv Nv v i T IT Note: - \ Roads to Be repaired with addition of 3" of W stone - - -' '- -' - "" IT and topped with 3" of #12 stone. Legend Work Phasing Disturbance Area ,Np,ALTry GAL CR$ - codso-ucand access mad win be Phasel Area of Road- 2fl8F(0.64 AC) O' iP resonancedwnabocradm RPI access roads and mmac load Area of AOC-6- 24,7475F(0,56 AC) °a resonance w�ih ST➢e5PEC 3.03 y' Area of SWMU- 7- 18,7999F(1.80 A coon " ----- 50SetbckUOdary Phase Potential Additional Total Area of Disturbed 499 5E (2fi0 AC) nsrve wo?asoes� -- 6gsff cClaudeaBd Grading) Complete dmlmwvanond and ate resmrauon Minimum Total Dlsfurbed Area- 131.610 SIP (3.02 AC) p ¢. -- 30' BR (Cleaingentl Grad'ng) - miamant P peM Bounden Maximum Total Disturbed Area - ifi6,3105F (3.82 AC) -7nnWariterearn �5 /Od'AL6CJ �—_- Cb'Link Fence qA _ Topograph'c Contour �...� _ suaturead Division ENGINEERS STAMP SamearicrairLdo Wilson Jones Conran —s— Storm wirer Lne I P Y Pensacola Area (stumps Removed) Dead Swi,minal basawal Inc. 5327 Three Notch it Drive Graphic Scale Crozet, Virginia 100 you Sheet rmm =plod Ir�1 Proposetl Site Work `oograpMC Contours Abermarle County GISntlp'idn"eb induced calaboose Scale valid on ANSI Q(space) I, SCALD vux ev oub4am 3 only Boundary : Fannie Bryant .PC._November 4,2014(wwvr. kooneEryantcom) RRR grencrl ovelcurve ".,,onsene omi emorexael Construction Entrance Existing Asphalt Site Ingress/Egress— I =- , r Former APPI �S Orchard Building \ Bar I areas H ' f If AEC-5 ' I Removal �"-� c I Former croon vie �6�M1 d POBer. Gate Ficharr Casmentev Building A a - �-`r.- iewnaumov r N005605"E 100600' $Its F\LLe64 Ci4fe^ _ _ r➢Fr 3 F 9 41 r i rk L _ _ __ Erie1NGAt&e9sRoetl _ A Bf 9raaArtat CL 1. it Arai 'met) SF sat MUMftssaC t r.� N IMHOFFTok Polo �vvap / I Sludge Took tiq„.° Ep ; Barn PS Formar Bane Per Ryes >� ? ; \SF \� to m _ Bed o t SF �`' ✓i--� V �� \� ad SIF ai ', ✓: A q- � 1� ri -- SF IP , .,% `�� a . /staging Area I a / NV ION. 1 Cuiven Ps' s ati rrenoe \ SF /F Primer wagm aro, wavr t t .= e E t sales _ i �\ oa 4! t V eum Pit / A Ernest - \I SWMU -] _ ` ` - Minimum Tree Removal Area / I w A SF J )] /- ,� s1z °zs41 wessf " SWMUd \ \\ - \s �\\�\ Maximum Removal Area, PS ,�ySF w° \ "tea `n \\',1 s o water vm fm A �, /f c°tln siv as odinaneBbftrs V �s�V Apparverate ❑ Larger, or r SF ` \ \ een v A a / �.� — r r hi rev, r / r r `\u/ Aso r Rb, r- �� . , Notesa i' r 1 Final contours to be same as current existing gentle. Excavated areas for 'P ao - � disposal of offslte material will be backfilled and permanently stabilized by 2 All the provisions of Virginia Erosion and Sediment Control (E &SC) Law and \ \ _ r NA Regulations, the Virginia Stormwater Management Ad and Regulations � � e F + ; (VSMP), the Virginia BMP Clearinghouse website, State Erosion and \ \ r nvv` Sediment Control and Stormafer Management Handbooks, and any \ - `8` A w y^' associated technical bulletins and guidance documents as published by the \ v r State Water Compact Board, the Virginia Department of Environmental Quality y'rO? ' (DEQ), and the local VESCP and VSMP authority shall apply to the project. 3. Minimum Standards No. 1 through No. 19 of the Virginia Erosion and Sediment Control Regulations 9VAC25 -840 of seq. shall apply to the project. 4. All erosion and sediment control measures shall be planned, designed Implemented, installed and maintained In accordance with the provisions of the latest edition of the Virginia Erosion and Sediment Control Handbook ( VESCH). The Contractor shall maintain, inspect, and repair all erosion and sediment control measures as needed throughout the life of the project to ensure continued acceptable performance. 5. All perimeter erosion and sediment control (E &SC) measures shall be ' constructed as a first step in any land disturbing activity and shall be made \ functional before upsiope land disturbance activity takes place. 6. Erosion and sediment control measures may require minor field adjustments at or following time of construction to ensure their intended purpose is \ �' accomplished to ensure adequate protection of the health, safety, and welfare of the public, or if site conditions change, became apparent or alter significantly following the date of plan approval. Local VESCP/VSMP authority approval shall be required for any deviation of erosion and sediment control measures from the approved plan. 7. Any soil, staged or stockpiled, will be covered with polyethylene sheeting. Legend -- Former conicac.bnEt ( 1210) 1be -irsenad a accordance WIF do a SPEC 3. 02 / sit fence in be Installed i a e with SLID a SPEC 3.05 IP Credit PS Following Asecol of site wore. ElsWrbe d area will be seeded in accommmewM SID& SPEC 332 —_- Property Burundi union - -- 39 Buffer shereng and Goding) " Adjacent P party BoundOry i L -- hnnaz yaar Q`ek ad //� Uryever, e�ets#I .. ��.. Former •� . - :. r Buldeg A \ F Ficharr Casmentev Building A a - �-`r.- iewnaumov r N005605"E 100600' $Its F\LLe64 Ci4fe^ _ _ r➢Fr 3 F 9 41 r i rk L _ _ __ Erie1NGAt&e9sRoetl _ A Bf 9raaArtat CL 1. it Arai 'met) SF sat MUMftssaC t r.� N IMHOFFTok Polo �vvap / I Sludge Took tiq„.° Ep ; Barn PS Formar Bane Per Ryes >� ? ; \SF \� to m _ Bed o t SF �`' ✓i--� V �� \� ad SIF ai ', ✓: A q- � 1� ri -- SF IP , .,% `�� a . /staging Area I a / NV ION. 1 Cuiven Ps' s ati rrenoe \ SF /F Primer wagm aro, wavr t t .= e E t sales _ i �\ oa 4! t V eum Pit / A Ernest - \I SWMU -] _ ` ` - Minimum Tree Removal Area / I w A SF J )] /- ,� s1z °zs41 wessf " SWMUd \ \\ - \s �\\�\ Maximum Removal Area, PS ,�ySF w° \ "tea `n \\',1 s o water vm fm A �, /f c°tln siv as odinaneBbftrs V �s�V Apparverate ❑ Larger, or r SF ` \ \ een v A a / �.� — r r hi rev, r / r r `\u/ Aso r Rb, r- �� . , Notesa i' r 1 Final contours to be same as current existing gentle. Excavated areas for 'P ao - � disposal of offslte material will be backfilled and permanently stabilized by 2 All the provisions of Virginia Erosion and Sediment Control (E &SC) Law and \ \ _ r NA Regulations, the Virginia Stormwater Management Ad and Regulations � � e F + ; (VSMP), the Virginia BMP Clearinghouse website, State Erosion and \ \ r nvv` Sediment Control and Stormafer Management Handbooks, and any \ - `8` A w y^' associated technical bulletins and guidance documents as published by the \ v r State Water Compact Board, the Virginia Department of Environmental Quality y'rO? ' (DEQ), and the local VESCP and VSMP authority shall apply to the project. 3. Minimum Standards No. 1 through No. 19 of the Virginia Erosion and Sediment Control Regulations 9VAC25 -840 of seq. shall apply to the project. 4. All erosion and sediment control measures shall be planned, designed Implemented, installed and maintained In accordance with the provisions of the latest edition of the Virginia Erosion and Sediment Control Handbook ( VESCH). The Contractor shall maintain, inspect, and repair all erosion and sediment control measures as needed throughout the life of the project to ensure continued acceptable performance. 5. All perimeter erosion and sediment control (E &SC) measures shall be ' constructed as a first step in any land disturbing activity and shall be made \ functional before upsiope land disturbance activity takes place. 6. Erosion and sediment control measures may require minor field adjustments at or following time of construction to ensure their intended purpose is \ �' accomplished to ensure adequate protection of the health, safety, and welfare of the public, or if site conditions change, became apparent or alter significantly following the date of plan approval. Local VESCP/VSMP authority approval shall be required for any deviation of erosion and sediment control measures from the approved plan. 7. Any soil, staged or stockpiled, will be covered with polyethylene sheeting. Legend CE conicac.bnEt ( 1210) 1be -irsenad a accordance WIF do a SPEC 3. 02 SF sit fence in be Installed i a e with SLID a SPEC 3.05 IP amp inlet inhuman mil be' namhd m accordance won SmIS SPEC 361-1 PS Following Asecol of site wore. ElsWrbe d area will be seeded in accommmewM SID& SPEC 332 —_- Property Burundi _ _._._. 5USelbadam gs a h - - - - -- 39 Buffer shereng and Goding) " Adjacent P party BoundOry Disturbance Area 19 1 ®N I- fripA, / Area of Road- 28,064 SF (0.64 AC) d t; AmacfAOC- 5- 24747SP(0.56 AC) ao Area ofSWMU -7 -78799 SF(130AC) p JEFF) Potential Additional Area of SWMU -7- 113,499 SF (2.60 AC) ®� COOK Minimum Total Disturbed Area - 131,610 SF (3.02 AC) af,a Maximum Total Disturbed Area - 166,310 SF (3.82 AC) PG 10 R sad,6S)pNAI ENGIN E SSTAV T'b f rte m 1 -. -.— (Bon One F nce 6'tplJ Ali w Inc Slit Fence _. Topographic Comoar Graphic Sere zre aces —... -- warasiddi Division 100 0 50 too Are -N- -Saudi sever Line (u1 IEmft msdFlaeb1 wxev. e-- Storm Sewer Line Or It Source of Topai lc CnMcon, Abdomens rei GIs CipplAil albemario .org /GISWebM1NOlcom,adopt Sol valid on ANSI D(22Gi4) E f lP Souag o1 Property Bommary '. Koamfz -arvnt P.C.. November4, 2014 (wmv.koon2bryantmm) Wilson Jones Company 5327 Three.Noon'd Drive Crozet, Virginia Sheet Erosion and Sediment Control Plan � x 4 Existing Asphalt Site Ingress /Egress q ( Former Apple (argued arguing t` peed Th� Delete C head Joan i � � g j" Run, / SamarAUpPr4wel. I III • at Ty" Sale lure Z' T � - Clever -_— Manufacturing Building vb'�.I.. borrow % ir deny Y Former contract Building I,. yQu di .. _ e III �Mw r. � .m�, r1cnI1'Iy�11yvr" ',I I up 1 y4 bl� ry rtrtwn I R I I r .d� vu iv.._--_ - bil 3.9�v`�O`= a�—tJL ...- ..v _ _ _ _ _ _ _ _ _ P rk L r of I f (/ f 1 Former cmnrna an S \\1 All `SSA are IEHEEI I IL —� �r X �s N Notes: 1. All removed trees shall be mulched and spread on site. 2. Trees in the SWMU -7 minimum tree removal area will be cut at ground surface with stumps remaining. 1 Trees with the SWMU -7 maximum tree removal area may be potentially removed to facilitate site access and worker safety. Any trees requiring removal will be cut at ground surface and stumps shall remain. 4. Only tree stumps located within the excavation areas will be removed. Stumps will be disposed of with solid waste to permitted off site facility. 5. Limits of clearing will be fenced with silt fence. S. No grade changes requiring tree wells orwajis are proposed. 7. No tunneling or trenches are proposed 8. Areas of trees inside the limits of clearing to be saved will be marked with orange safety fence. Safety fence will be installed in accordance with standard and specification 338. Legend 8- Tree Proverval Me nary 50Setback (Bidding Sandy -- 30 order (Clearing and Grading) - - - -- AdjacentrmpeMeoundary TrbusO Stream -chain hold Force aRF _. _. Topographic Central Wandered D 9 n - luminary Sewer Line -$term Sewer Line Tee Preparation Area Trade Removed i�� - Pmentlal aaalaone Treep aamwea Source of Topographic bounce Abermade Cary GIS grattin Lgawab plarmarly, ougGloyapirribelcourneurriple Sowee N Propehy BOUndery. Koonix- Bryant. P.C.i November4 204 (www.kooninbryammurp T MU Ml & Coup mlm �� TP I i7�P cum ... soda FUer qm 1 See _ It 0 AOC -57ree h Existin g Forested Area to IT, Removal Ar�'rl be utilized as a Screen ' \ from Residential Properties _ Limit of Clearing t Silt Fence it � 1 ) ry � 1m _ Silt Fence T \ / Fence wan $water Leg flin `y\ a x \ r 6WMU 7 Minimum L_ i .� Tree Removal Areas \ TP L SWMA -7 Mazlmum�� Tree Removal Area 812-25-47 w sesa V V 0& V Amax �� I wax 4 T` IFF-I `j Existing Forested Area to T g]�T— be utilized as a Screen �I 1, , v4` �', � m from Residential Properties x ( t ` �F� 4- � '.__Jm t= Limit of Clearing � f ^„- -- (Silt Fence) �-L� —r-- ' Y _ Ir Im r j'Lgrb_�1CJTy am' s�n� IT I T1n' \ ael _ — T� � xy TI ay Tree Removal Area of Property- 1,507,388 SF (34.60 AC) Existing Tree Canopy - 771,621 SF (17.71 AC) (51 %) Area of III Trees Removed 776 SF (01 AC) Area of SWMU -7 Trees Removed 72,818 SF (1.67 AC) a,a a fN Up� Potential Additional Area of SVVIII Trees Removed 118,498 SF (272 AC) \ Minimum Area Trees Removed- 87,684 SF (2.01 AC) no Maximum% of Tree Canopy Remaining odProperty -45% bc uroK Maximum Area Trees Removed- 113,364 SF (2.60 AC) "Irl cry - Minimum %of Tree Canopy Remaining on Property- 43% hS/ t i iµ, i 0 PAA9i.�� The remaining tree canopy will be between 43 5frL59'e I% expressed as percentage of total property area) Former contract Building I,. yQu di .. _ e III �Mw r. � .m�, r1cnI1'Iy�11yvr" ',I I up 1 y4 bl� ry rtrtwn I R I I r .d� vu iv.._--_ - bil 3.9�v`�O`= a�—tJL ...- ..v _ _ _ _ _ _ _ _ _ P rk L r of I f (/ f 1 Former cmnrna an S \\1 All `SSA are IEHEEI I IL —� �r X �s N Notes: 1. All removed trees shall be mulched and spread on site. 2. Trees in the SWMU -7 minimum tree removal area will be cut at ground surface with stumps remaining. 1 Trees with the SWMU -7 maximum tree removal area may be potentially removed to facilitate site access and worker safety. Any trees requiring removal will be cut at ground surface and stumps shall remain. 4. Only tree stumps located within the excavation areas will be removed. Stumps will be disposed of with solid waste to permitted off site facility. 5. Limits of clearing will be fenced with silt fence. S. No grade changes requiring tree wells orwajis are proposed. 7. No tunneling or trenches are proposed 8. Areas of trees inside the limits of clearing to be saved will be marked with orange safety fence. Safety fence will be installed in accordance with standard and specification 338. Legend 8- Tree Proverval Me nary 50Setback (Bidding Sandy -- 30 order (Clearing and Grading) - - - -- AdjacentrmpeMeoundary TrbusO Stream -chain hold Force aRF _. _. Topographic Central Wandered D 9 n - luminary Sewer Line -$term Sewer Line Tee Preparation Area Trade Removed i�� - Pmentlal aaalaone Treep aamwea Source of Topographic bounce Abermade Cary GIS grattin Lgawab plarmarly, ougGloyapirribelcourneurriple Sowee N Propehy BOUndery. Koonix- Bryant. P.C.i November4 204 (www.kooninbryammurp T MU Ml & Coup mlm �� TP I i7�P cum ... soda FUer qm 1 See _ It 0 AOC -57ree h Existin g Forested Area to IT, Removal Ar�'rl be utilized as a Screen ' \ from Residential Properties _ Limit of Clearing t Silt Fence it � 1 ) ry � 1m _ Silt Fence T \ / Fence wan $water Leg flin `y\ a x \ r 6WMU 7 Minimum L_ i .� Tree Removal Areas \ TP L SWMA -7 Mazlmum�� Tree Removal Area 812-25-47 w sesa V V 0& V Amax �� I wax 4 T` IFF-I `j Existing Forested Area to T g]�T— be utilized as a Screen �I 1, , v4` �', � m from Residential Properties x ( t ` �F� 4- � '.__Jm t= Limit of Clearing � f ^„- -- (Silt Fence) �-L� —r-- ' Y _ Ir Im r j'Lgrb_�1CJTy am' s�n� IT I T1n' \ ael _ — T� � xy TI ay Tree Removal Area of Property- 1,507,388 SF (34.60 AC) Existing Tree Canopy - 771,621 SF (17.71 AC) (51 %) Area of III Trees Removed 776 SF (01 AC) Area of SWMU -7 Trees Removed 72,818 SF (1.67 AC) a,a a fN Up� Potential Additional Area of SVVIII Trees Removed 118,498 SF (272 AC) Minimum Area Trees Removed- 87,684 SF (2.01 AC) no Maximum% of Tree Canopy Remaining odProperty -45% bc uroK Maximum Area Trees Removed- 113,364 SF (2.60 AC) "Irl cry - Minimum %of Tree Canopy Remaining on Property- 43% hS/ t i iµ, i 0 PAA9i.�� The remaining tree canopy will be between 43 5frL59'e I% expressed as percentage of total property area) Graphic Scale and - +dip zoo -N- ran M I Ill, Scale valid on ANSI 0 p2x3N uQ T Wilson Jones Company 5327 Three Notch'd Drive Crozet, Virginia Sheet Landscape Plan 5 Existing Asphalt Site Ingress /Egress Former Apple Orchard eulltlmg \� vol „ 1 'I CE 1 I f I IAnne s � I a' in To I Gate Tea I Gate 1 � a �f' Anchor- Can Union .. r r,. -all 111 CE a A - SOt fence to be m46ued in accordance with STD&SPEC 3. of IP - Crop inlet protection will be installed in accordanm,mtM1 OLD &SPEC 3.071 PS - Robinson completion of sea work, disturbed ace Will seeded in accordance with STO S SPEC 3.32 E clamberer Pool Dociallon L F i —. - -- Ed Setback Spring Setback) - -- 3o' BURer(ClaMng add Gading) - - -- - - - -- - Pull Proparly Formal backed ?pj � Troutary stream _,._._..�.- Chain Link Ponce li waa 5 Pa Sir Fence - _. .. oidgelphe Contour h Former I �. -Battery S Lee a�he Carbone Consbrood OpenSpace as Pa bidding - Gaveled Road — Tp I Contours'. Abermane Gounrycis(bits Iffiaweb albemadamg/Gierwandi elnomasash r I ��^�. �_ _. .. ✓ Locatio of ri Stormwater Management Plan Rain Gauge ri,, Scale colic on ANSI D p2x34) 1 she 6 _ Pom,m MaFundining Funding 'I r - J,_- NIll E 1e66L6' L_ 1 _ E Igr Parkl _._ZU9m A6eMg0p Site Access Gate ^ -'- — -- no _ / 'e"1e1cQ' - Extent of Grass Channel - -- -""SF M��`Met eS i. Rdl (B sails) yy, $ e°� 05F Pole (ell s °ge PS no \ no Former roptTA' Am _ Sand Roper \ SF Ord \ a" leads ♦ . ( \. VA on no G,,d n'rZr, `;r<-1e re f E � / 3\ `t \ Na. in se r In !� raveled RO2d �SF i PS1) V`'\ a, SF ea Of F Tren i me waMartagaan TM \ water ct V/ 1 Orsini to i SWMIIA Mmtmym Tree Removal Area `1 / 1 \\ `� _. SF � / � 51] °]6'41 W 69.9T 1 `� SWMU -7—s � / PS ka - N Maximum Tree Removal Area l �- / SF- ova ` Sv\ _ Il "` v IT sk �� Pos T �v k / � \ \. �ppra i L tnof � or �rJ � _ ma SF / "lo, / \ ♦ //_ \ Conserved Open Space. re I a ye e IT ask \ / / v — \ �&s m TT - \ ` vvv P No SL a vvtea% lh��/ v. r \� aik \ \ Notes: 1. There are no critical slopes or channelized stormwater \ flow within the work areas. All stormwater flows in sheatflow. 2. Excavated sail and debris will be properly manifested and transported BE site for disposal. Soil and debris will be disposed of in permitted facilities. Legend -all 111 CE - Carefuciion Entrance (12,70 1 to be replied in awnNance wxb STO &SPEC 3.02 SF - SOt fence to be m46ued in accordance with STD&SPEC 3. of IP - Crop inlet protection will be installed in accordanm,mtM1 OLD &SPEC 3.071 PS - Robinson completion of sea work, disturbed ace Will seeded in accordance with STO S SPEC 3.32 E clamberer Pool Dociallon - -- Property Boundary —. - -- Ed Setback Spring Setback) - -- 3o' BURer(ClaMng add Gading) - - -- - - - -- - Pull Proparly Formal . - — Troutary stream _,._._..�.- Chain Link Ponce Sir Fence - _. .. oidgelphe Contour . —� WateDuserl DiY cn -Battery S Lee — Sneirrin Seenee une Consbrood OpenSpace e Crozet, Virginia - Gaveled Road — Source of Topographic Contours'. Abermane Gounrycis(bits Iffiaweb albemadamg/Gierwandi elnomasash Source of Property Boundary : Koontz -Bryant. P.D., November 4, 2014 (w°vw koonKbr enLrom) Qualified Personnel: -all 111 Arthur W. Picker, P.E. (404) 0015670 to pt' vq Cedifled Responsible Land Disturber IEfP r. re i Certificate No. RLD01345 Coo[ i 9 Io" Eric J. Stern ill 661-6905 $ on Certified Responsible Land Disturber so s o Certificate No. RLD01417 p3 +ne- ENGINEERS STAMP Wilson Jones Company 532 7 Three Notch'd Drive en lit. e Crozet, Virginia crevM1ieswla l ECT4 142G 1 sum 402 1 Der m. TT Sheet Stormwater Management Plan Scale colic on ANSI D p2x34) 1 she 6 Gate Former Credit Con Existing Asphalt Site Ingress/Egress 1� /- "` 1 _ oar V ' `e�e� !� C,Pv % An i in Location t` Former wafer sePV'r � Building _— of Uannfanwr nq Porta -Potty 1 �.� ang � 1 ��'� Bu r Former A el r '� i ( Orchard Building m. . t i _0 _ �� 805' E 106608 74 i T � , —\ s— — — J C \ asnW I.s! __ F.xlslwg PccacsRmtl - . Site Access Gate / ,A Location of 0 �- \ \ 1 \ I I Porta POtl)al IP OOarina r� —_.-- t -..I 9 SF date n ra all Meters 6 C t I Ilec 'r' aTV Gat IMHOFFT Pda �y�nes ° I -AbC -5 Tree swage PS m.w 1:- wo�I Rertmval Area 5o r� I - Egwpment _, Former `elQ�P \ NII� \m w ' H4na Filter S t �a - m ' I Refueling Area Bead \� i F h Hit w� erCarucc r SF ! / y p 1t .` 'a SF i t SF IP'" SF SSS i 11 �\ �F c, \ {{ ' ropll A 1 t — I t \ Chadic w e y E uipmnl e / ✓ 1 tl ' pSS \ Refueling Area PS 1 \ I < 5 .�% �, A/e lS,p _ �. merwamowetertaeoon` r 1 _ wt 1 wr 4 1 4 vV .;a g A Protection a A oo ,� )� .V _ o a u �) ,III . r� anm PIT I )/ _t A I6nrcam _ \ A� kk i His a \ \` \ "- Potential Erosion \ # "�'�� SWMU -T \ and Sediment - \ Minimum Tree Removal Area In Area A s47 A f I' - ` S ` SF I I saz °2sn w es gS ` `� Maximum Tree Removal Area SF' lit \w ` S\ l n V `N �� I X We on o , �\ \ m WaIeFG OIed �A k V A /J�'tl a, A \vac orenanca suffers V V SSA _. �egr 't $F k �� r In V_ as In \ " \ \ ❑ Cemetery 1 v y.sae �` v asks -Iff F` V v A ` � ` ss ` 1, sk , ff r \ \ / In / aa�eVv v v — A eni i / "New \:\ aroil i %V Boo If \ s.a g. 0, i \ \va« ��ry� _ �. I If fo A r y eras %a% �vV�V ad A 1 _ J V , Notes: L Trucks will remain on aggregate roadways and cleared — ofanyloosedebriswithin the work area prior to departing the site. Asphalt ingresslegress point will be monitored and swept clear of mutl/dirt. No truck or ` equipment washing will be permitted. - Legend SF 611tence rn be ordered in amourbonce with STO& SPEC 3 0 G? IP Drop met protection ll be installed in accordance with sroaSPEC a.m.r ale PS - Following comolewn of she work, disturbed area air be seeded n accordance usth STIR SPEC 3,32 O l(11 L _T p COOK all -Haul Rumme Ne L tr 1136, 9 �_ P pdyB nary q _._. SO6ib k(Building Setback) O to _____ 30 Buffer (Clearing and Clear ing) idr 4608 -_ -- - -' Adjacent Penalty Boundary Chawarysrowm - .- -Lharn Lmk Fence ENGINEERS STAMP &It Fence Wilson Jones Company - _ .. r Fog pn Co ` ..._ war n a o entour n s Ma 5327 Three Notch'd Drive s 6arys -Ina Crozet, Virginia _S_ Storm Sewer Graphic scale ran b sb mo h oECr«,1ov,.1305 14 whM TL sallas '1 Pollution Prevention Plan Pas Bouroo:Tongra Bionda I: KOone-B ntOC., c,ember4,2webalbemkoonLb aMco ANelcome.aspx) Seale varra nn ANSI D abrcc) E. t a ew 2 7 9ouFe of Pmaeay Boundary: Kdon2 -Bryant RC. November4, 2014 (mw,koonkbryaMCOm) ronnewssmv;vrcm orb emimemmmu nth me vmrvmss