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Home My WebLink AboutSDP201500002 Plan - Approved Initial Site Plan 2015-03-11Wilson Jones Company RCRA Cleanup Prepared for: Wilson Jones Company 5327 Three Notch'd Drive Abermarle County, White Hall Magisterial District Crozet, Virginia 22932 ! s `a� me.wp S ar tan wn a noM M.. e - r a aa: A o S it a C rennewe rom � , i S 1°=4000' / e O Site Location - Street Map Site Location - Topographic Map Project Description The Wilson Jones Company property is part of an ongoing Resource Conservation and Recovery Act (RCRA) cleanup. 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. SWMU No. 7 consists of six former incineration ditches and AOC No. 5 is the former sand filter beds. 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 backfill 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. Mwz 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 Thurmont 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, granodiorite, and granite gneiss. Project Area Info Overall Property Size: 1,541,060 SF (35.37 acres) Minimal Disturbed Area: 199,687 SF (4.58 acres) Maximum Disturbed Area: 141,545 SF (3.25 acres) SURROUNDING AREA NOTES: Crozet Town Area: 2,883 acres Lickinghole Creek Watershed Area: 13.64 sq. miles Miscellaneous Notes: 1. Site is NOT within the 100 -year flood plain 2. Site is located within the Lickinghole Creek Watershed 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. Off -site Areas Soils will be imported from off -site borrow pits. The soils will be transported from operating borrow pits in the area and not from any proposed new borrow 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 stormwater runoff rates. The site will ultimately be returned to the current grading with the exception of minor work to establish the access roads. The minor condition after completion of the excavation activities. grading (where required) will incur less than one foot change in elevation. Calculations Erosion and Sediment Control Measures The work involves completing several excavations to remove buried debris. The tree removal and excavation areas will be contained with silt fence. There is Calculations for temporary sediment basins or other structures are not required one storm drain inlet structure that will be protected by silt fence and inlet control since the excavation will act as a sediment basin and will prevent sediment device. The majority of the site has established vegetation that will not be laden runoff across the site. Proposed work areas will be encircled in silt fence. removed. Maintenance Permanent Stabilization 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 Following completion of the excavation activities, all disturbed areas will be to erosion control structures and implementation of additional erosion control stabilized by application of straw mulch and grass seed. The roadways that are measures will be completed immediately upon identification of erosion and constructed will remain in place for site access. sediment control structure has failed or is not functioning as intended. 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 Picken, P.E. Project Engineer Atlanta Environmental Management, Inc. Cell Phone (404) 861 -5670 Drawing Index Sheet 0 Cover Sheet with General Project Notes Sheet 1 Site Location and Adjoining Properties Sheet 2 Site Plan Existing Conditions Sheet 3 Proposed Site Work Sheet 4 Erosion and Sediment Control Plan Prepared by: Atlanta Environmental Management, Inc. 2 Approve (t, Approved w ��h cAhdons 580 Northeast Expressway 3/(1/15 -2r Atlanta, Georgia 30345 Road SbreeN I I I \ / Former \yam Credit Union I I I 0aver Cis I larshad k y8yater Sup�Y Cree Former sro sO II--- wasoN Jory Es coo Mvnrvv�i meenu annrvos c Hry Watershed Carpentry uxE COCxao 67N MOENN SUP, i osa oso L sooisae64 " _ I W er— Building I 1 Former 1 I Manufacturing 1 Building \ 1 wlLSOOJOKEC o o rJIrM o HrvisO�co oEaas zoo I \ \ 01542 I —SoN JaNESCOrnan �'' — oos co \ \ Former Apple IL�Jo sio oeRloeou \ Orchard Building \ 1 Former \ 1 I \ \ o r \ \ \\ WILSON JONES C05OOMPANNYt°JIMBEPMafWJ 0 \ - - — - - Buckin ham Branch Railroad l I I r Former Chlorinator - ---Q O;\ Former Oz Sand Filter Beds Drop Culvert ExII Access Road - y S 1 Former Wastewater Lagoon / k i Ft P N�rviiES�SEVA O P I cNnRLO zzeos � / I I I \ ° I 1 � Trench T r Burn Pit \ Approximate / Location of / Cemetery \ e l \ \ C \ CR=2N�G' INC .OT...T"'T"' HARL 4�P / ssNo-nrzuouoos \. / / Parking Lot Former Parking Lot TOFF Tank jge Tank / r� � M.U. Meters & Con-1 Pole Barn O;\ Former Oz Sand Filter Beds Drop Culvert ExII Access Road - y S 1 Former Wastewater Lagoon / k i Ft P N�rviiES�SEVA O P I cNnRLO zzeos � / I I I \ ° I 1 � Trench T r Burn Pit \ Approximate / Location of / Cemetery \ e l \ \ C \ CR=2N�G' INC .OT...T"'T"' HARL 4�P / ssNo-nrzuouoos \. / / / u°i L S CRnESNG INC = Sr uzI.— aE Vn zo: \ / Zoning Classifications Rural Areas / Village Residential Ri Residential • R2 Residential R4 Residential • R6 Residential # R1O Residential ■ R15 Residential ■ Planned Unit Developmen ■ Planned Residential Devel ■ Neighborhood Model Distri ■ Monticello Historic District 01 Commercial # Commercial Office ■ Highway Commercial # Planned Development Sh i Planned Development Mix # Downtown Crozet District ■ Light Industry # Heavy Industry ■ Planned Development Ind ■ Town of Scottsville Legend - Property Boundary of Work Area - - -- Adjacent Property Boundary - Existing Treeline Tributary Stream .— - Chain Link Fence - Watershed Division Source of Parcel Information and Zoning: Abermade County GIS Graphic Scale mo o so mo zoo -N- 1 iR�n =zoo a. Uj / / u°i L S CRnESNG INC = Sr uzI.— aE Vn zo: \ / Zoning Classifications Rural Areas / Village Residential Ri Residential • R2 Residential R4 Residential • R6 Residential # R1O Residential ■ R15 Residential ■ Planned Unit Developmen ■ Planned Residential Devel ■ Neighborhood Model Distri ■ Monticello Historic District 01 Commercial # Commercial Office ■ Highway Commercial # Planned Development Sh i Planned Development Mix # Downtown Crozet District ■ Light Industry # Heavy Industry ■ Planned Development Ind ■ Town of Scottsville Legend - Property Boundary of Work Area - - -- Adjacent Property Boundary - Existing Treeline Tributary Stream .— - Chain Link Fence - Watershed Division Source of Parcel Information and Zoning: Abermade County GIS Graphic Scale mo o so mo zoo -N- 1 iR�n =zoo a. Uj I I I 1 I Former r --- - - - - -J Manufacturing 1 - ( Building Former Appl e 1 1 I Orchard Building I I 1 I / I I r — I J IN — — — — — — Buckin ham Branch Railroad "'°• `� " "� 65 — -- -- — Former Parking Lot Existing Access Road _ 6 \� \ — — — — — — — Park' -- - -- �`/ \ Sludge fudge Tank Tank M.U. ters 8 Control / f Pole Barn 0 m I \ Fortner m \1, Sand Filter � / /off' Beds \ Former Chlorinator Water Protection — —� Drop Inlet Ordinance Buffers I Culvert C7 \ Tre #2 2 �* \ Former Wastewa Lagoon � i v SS \ e ti° aaohC 2 da , Water Protection \�. S \ V \ 2 S pproximate Ord ante Buffers \ \ \ Location of \ Cemetery / m 28 \62 / \ \ 16 / \ - Rar• , 24 — 63 \ 640 e rP \ \ c Legend - Property Boundary of Work Area — - - -- Adjacent Properly Boundary - Existing Traeline Tributary Stream I W \ - Chain Link Fence I - Topographic C ��l ontour \ - atershed Division - Water Line — - Sanitary Sewer Line —g -- Storm Sewer Line - - - - -- - Sludge Line Solid Waste Management Units (SWMUs) OFormer Waste Water Lagoon (RCRA CAP) OFormer Incinerator Ditches (Proposed Excavation Areas) Areas of Concern (AOCs) t❑ Sand Filter Beds (Proposed Excavation Area) ENGINEERSSTAMP ® Wilson Janes Company Atlanta EnYirinmental Mana °errant. Inc. 5327 Three Notch'd Drive Note 2°�°°�° °' ° ° ^ °'° ^ate^ Crozet, Virginia Graphic Scale s� �-- i'� - w' � "s'"5 100 0 50 100 200NL- P ^ ^•aoo rte:. No areas within the property are located within the 100 Year Flood Plain I, PRDJECTI:14 -1311- 1402-1 37INBY: Ti- Site Plan Sheet I wh -100 n. U Existing Conditions Source of Topographic Contours: Abermarle County GIS SCALE: 1:1D1 DATE: January B, 2015 G.bWG \142i130&141YATEmabn nrd SxWmMCOn6d Pan (REh FormeK' YYY Credit I \ Union -- ( ea aKWaseN °ir I VBr GIO al0r5n8d I ( I _ W��dnO H °k.Nai� I Former Water SUP; — _ \ 1 I Ca ( Building I I I I 1 I Former r --- - - - - -J Manufacturing 1 - ( Building Former Appl e 1 1 I Orchard Building I I 1 I / I I r — I J IN — — — — — — Buckin ham Branch Railroad "'°• `� " "� 65 — -- -- — Former Parking Lot Existing Access Road _ 6 \� \ — — — — — — — Park' -- - -- �`/ \ Sludge fudge Tank Tank M.U. ters 8 Control / f Pole Barn 0 m I \ Fortner m \1, Sand Filter � / /off' Beds \ Former Chlorinator Water Protection — —� Drop Inlet Ordinance Buffers I Culvert C7 \ Tre #2 2 �* \ Former Wastewa Lagoon � i v SS \ e ti° aaohC 2 da , Water Protection \�. S \ V \ 2 S pproximate Ord ante Buffers \ \ \ Location of \ Cemetery / m 28 \62 / \ \ 16 / \ - Rar• , 24 — 63 \ 640 e rP \ \ c Legend - Property Boundary of Work Area — - - -- Adjacent Properly Boundary - Existing Traeline Tributary Stream I W \ - Chain Link Fence I - Topographic C ��l ontour \ - atershed Division - Water Line — - Sanitary Sewer Line —g -- Storm Sewer Line - - - - -- - Sludge Line Solid Waste Management Units (SWMUs) OFormer Waste Water Lagoon (RCRA CAP) OFormer Incinerator Ditches (Proposed Excavation Areas) Areas of Concern (AOCs) t❑ Sand Filter Beds (Proposed Excavation Area) ENGINEERSSTAMP ® Wilson Janes Company Atlanta EnYirinmental Mana °errant. Inc. 5327 Three Notch'd Drive Note 2°�°°�° °' ° ° ^ °'° ^ate^ Crozet, Virginia Graphic Scale s� �-- i'� - w' � "s'"5 100 0 50 100 200NL- P ^ ^•aoo rte:. No areas within the property are located within the 100 Year Flood Plain I, PRDJECTI:14 -1311- 1402-1 37INBY: Ti- Site Plan Sheet I wh -100 n. U Existing Conditions Source of Topographic Contours: Abermarle County GIS SCALE: 1:1D1 DATE: January B, 2015 G.bWG \142i130&141YATEmabn nrd SxWmMCOn6d Pan (REh 0 Former Apple / Orchard Building / \ J I II I I� I J h ss'ir _j 0 I I n7l IMHOFF Taak, I I Former — — — — — — — -i Manufacturing 1 I Building 1 I mo,o I I - naowu I _ r � I t 'l, Sand Filter Clearing Area �,- �� Beds (Stumps to remain) Former Ghlodnator R Drop I I GLwert DJ� 1 y S Sad O�ry ., c 62� \ yq2 star Protection - =: Ordinance Buffers 636 \ \1 \ 624' - — 26�� 32— 636 — \ \ St ral" FCredit \ Y 4 Union Existing Asphalt / Site Ingress /Egress / I \ Re�ryolr I Beaver Ur D1k'Watershed ` I I I t I I Water \a p o \e GreaK d I NtY I Former -- l tolim9 Water she W ater BuP i i I Carpentry I Building I I I 0 Former Apple / Orchard Building / \ J I II I I� I J h ss'ir _j 0 I I n7l IMHOFF Taak, I I Former — — — — — — — -i Manufacturing 1 I Building 1 I mo,o I I - naowu I _ r � I t 'l, Sand Filter Clearing Area �,- �� Beds (Stumps to remain) Former Ghlodnator R Drop I I GLwert DJ� 1 y S Former Parking Lot Existing Access Roetl' I \ Control /area of Road Repair / /// and Upgrades Area of Limited Grading (Less than V -0' ) Former Wastewater Lagoon \� Tree Removal Area As Needed to Facilitate Excavation Access (Stumps to Remain) S W' / Tree Clearing Area,/ CR (Stumps to remain Location o Cemetery ./ ( TrelM #2 ch Water Protection Ordinance Buffers z 6 \ ' \ / ' \ -62 \v\/ 620 -. \ r6 Rdy Sfo \ Disturbance Area Area of Road - 42,707 Square Feet Area of AOGS Tree Clearing - 24,747 Square Feet / Area of SWMU -7 Tree Clearing - 136,942 Square Feet Potential Smaller Area of SWMU -7 Tree Clearing - 78,800 Square Fast I I \ \ Maximum Disturbed Area- 209,396 Square Feet / Minimum Disturbed Area- 146254 Square Fast / \ ' Notes: C R Construction access road will be repaired and constructed in accordance with STD & SPEC 103 Legend - Property Boundary of Work Area — - - -- Adjacent Property Boundary - Existing Treeline Tributary Scream _ - Chain Link Fence - Topographic Contour - Watershed Division — - Water Line —ss- - Sanitary Sewer Line —S- - Storm Sewer Line —. . . -- Sludge Line Source of Topographic Contours: Albemarle County GIS Graphic Scale coo 0 60 iW 2n0 1 In0=100fi. t6o \ Imo - I \ a \ \ Atlanta Envimnmenfal Manaeenrent. Inc. x.30 PRWECT #:14 2613 0 8 - 14 02-1 DRAWN By: TL E 1:100 1 DATE: Jenuay8.2o15 Wilson Jones Company 5327 Three Notch'd Drive Crozet, Virginia Sheet Proposed Site Work 3 ens seaimemce,iwiaw,lREi0 Sad O�ry ., c 62� \ yq2 star Protection - =: Ordinance Buffers 636 \ \1 \ 624' - — 26�� 32— 636 — Former Parking Lot Existing Access Roetl' I \ Control /area of Road Repair / /// and Upgrades Area of Limited Grading (Less than V -0' ) Former Wastewater Lagoon \� Tree Removal Area As Needed to Facilitate Excavation Access (Stumps to Remain) S W' / Tree Clearing Area,/ CR (Stumps to remain Location o Cemetery ./ ( TrelM #2 ch Water Protection Ordinance Buffers z 6 \ ' \ / ' \ -62 \v\/ 620 -. \ r6 Rdy Sfo \ Disturbance Area Area of Road - 42,707 Square Feet Area of AOGS Tree Clearing - 24,747 Square Feet / Area of SWMU -7 Tree Clearing - 136,942 Square Feet Potential Smaller Area of SWMU -7 Tree Clearing - 78,800 Square Fast I I \ \ Maximum Disturbed Area- 209,396 Square Feet / Minimum Disturbed Area- 146254 Square Fast / \ ' Notes: C R Construction access road will be repaired and constructed in accordance with STD & SPEC 103 Legend - Property Boundary of Work Area — - - -- Adjacent Property Boundary - Existing Treeline Tributary Scream _ - Chain Link Fence - Topographic Contour - Watershed Division — - Water Line —ss- - Sanitary Sewer Line —S- - Storm Sewer Line —. . . -- Sludge Line Source of Topographic Contours: Albemarle County GIS Graphic Scale coo 0 60 iW 2n0 1 In0=100fi. t6o \ Imo - I \ a \ \ Atlanta Envimnmenfal Manaeenrent. Inc. x.30 PRWECT #:14 2613 0 8 - 14 02-1 DRAWN By: TL E 1:100 1 DATE: Jenuay8.2o15 Wilson Jones Company 5327 Three Notch'd Drive Crozet, Virginia Sheet Proposed Site Work 3 ens seaimemce,iwiaw,lREi0 0 Former Apple Orchard Building -17 Former(" \ / Credit `-, J Union I Existing Asphalt Site 1 ress /Egress drt I I gesver Greet' 'Nat., hed 1 I I water SuPP GVa. I Former I llci,\ngNy Wstars hed i I Carpentry) Sup - - �1 I Building 0 /Former \�mver/ 1 �T? IMHOFF ACIC I Tree Clear I (Stumps to remain) Former Chlorinak I I I I I I I I I L - - - -- � YIIL rte' `SS q N eiis m� lbNro 628 ^ 832 \ Water Protection Ordinance Buffers I I I I 1 I I I Former I — -- J Manufacturing Building — — — — — — — — — — — — — I I I I I I I I I I � I I I I I I Former Parking Lot Existing Access Roed ,/-M.U. tars B Control Pole (\ B10-* —w Bern Sk 50 ° SFe I I I I PS \ I l Tre ch SF ` / \ I Former Westewa Lagoon \ i I \ / Burn Pit / SF PS \\ ,/ SF SS\ pproximate SF Location of Cemetery / 28 6 620 A / 6 's / \ c' / Legend - Property Boundary of Work Area — - - -- Adjacent Property Boundary - Existing Treeline -- Tributary Sfream - .- -.—. -- Chain Link Fence - Topographic Contour - Watershed Division - Water Line —ss -- Sanitary Sewer Line —S Storm Sewer Line Sludge Line Source of Topographic Cgnfoure: Abermarle County GIs ENGINEERS STAMP ® Wilson Jones Company Atle aEmvi^�nmemalManage�mem.rvnne 5327ThreeNotch'dDrive Graphic scale 2' Crozet, Virginia 100 0 50 100 200 -N seo Pnme�aooaie mm �aeaoa'szes PROJECTX:1 -130fi- 1102 -1 DRAWN BY.z�r n Sheet n,�n =loon Erosion and Sediment Control Plan $GALE: 1:100 DATE: January 7, 2015 4 12a1aasN40znt-n ana seainrem cwod Ph„ (asv) Disturbance Area Area Road - 37,998 Square Feet Area of AOC -5 Tree Cl earing - 24,747 Square Feet Area of SWMU -7 Tree Clearing - 136,942 Square Feet / Potential Smaller Area of SWMU -7 Tree Clearing- 78,800 Square Feet / Maxmum Disturbed Area- 199,687 Square Feet ' Minimum Disturbed Area- 141,545 Square Fast Notes: SF Silt fence to be installed in accordance with S7D &SPEC 3.05 \ / I \ � %% NOTE: Final contours to be same as current existing grade. \ \ _ Excavated areas for disposal of offsite material will be \ Oip Drop inlet protection will be installed in accordance with STD 8, SPEC 3.07.1 backfilled and permanently stabilized by seeding 1 PS Following completion of site work, disturbetl area will be seeded in accordance with STD 8 SPEC 3.32 Legend - Property Boundary of Work Area — - - -- Adjacent Property Boundary - Existing Treeline -- Tributary Sfream - .- -.—. -- Chain Link Fence - Topographic Contour - Watershed Division - Water Line —ss -- Sanitary Sewer Line —S Storm Sewer Line Sludge Line Source of Topographic Cgnfoure: Abermarle County GIs ENGINEERS STAMP ® Wilson Jones Company Atle aEmvi^�nmemalManage�mem.rvnne 5327ThreeNotch'dDrive Graphic scale 2' Crozet, Virginia 100 0 50 100 200 -N seo Pnme�aooaie mm �aeaoa'szes PROJECTX:1 -130fi- 1102 -1 DRAWN BY.z�r n Sheet n,�n =loon Erosion and Sediment Control Plan $GALE: 1:100 DATE: January 7, 2015 4 12a1aasN40znt-n ana seainrem cwod Ph„ (asv)