Loading...
HomeMy WebLinkAboutWPO202200033 Plan - VSMP 2023-03-17VSMP PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE -------- 0 -----o- BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT SITE TEXT NOTES 10 10 PARKING COUNT i 1.00' DIMENSION GROUND --...--...- GRADING EASEMENT --31�-- 10 INDEX CONTOUR ---312---- 12 INTERVAL CONTOUR 311.5 x 5%'X SPOT ELEVATION 311.5 TC x 5rX`� TOP OF CURB ELEVATION 311.5 TW x 5781Xw TOP OF WALL ELEVATION 311.5 BW x 57/'Xew BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS BUILDING BUILDING ROAD -EDGE OF PAVEMENT --------------- --------------- ROAD- CENTERLINE CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER ZEL A::N CC-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING - CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL 0 CONCRETE/PAVEMENT-SIDEWALK RIP -RAP ASPHALT 0 GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE _X -X -X -X _ _X -X -X -X _ FENCE _... _... _... _... _..._ _ _ _ _ _ STREAM UTILITY UTILITY EASEMENT # ; UTILITY POLE ® 0 LIGHT POLE «- OVERHEAD UTILITY -� 0 Oj O MANHOLE SANITARY & SEWER STORM SEWER RD 0­ RD ROOF DRAIN q Oqp DRAIN INLET DRAINAGE EASEMENT SWM FOREST/ -"'-"'- OPEN SPACE EASEMENT SANITARY SEWER SANITARY EASEMENT WATER WATER LINE WATER METER WATER VALVE AND BOX t FIRE HYDRANT - --- ---- - WATER EASEMENT GAS GAS LINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER Owner name: Paul Thompson & Deepti Bansal Property Address: 1797 Bundoran Dr - North Garden, VA 22959 Mailing address: 939 M ST NW, Unit B Washington DC, 20001 DEVELOPER Developer name: Enoch E. Snyder III Mailing address: 1130 East High Street Charlottesville, VA 22902 Email address: Enoch©snyderdesignbuild.com PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22903 (434) 227-5140 ZONING Rural Area MAGISTERIAL DISTRICT Samuel Miller SOURCE OF TITLE D.B. 5449 - 265 Inst# 202000018737 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roudabush , Gale & Assoc., INC. June 7, 2022 BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005.(Community Panel 510003C 0400D) this property is located with "Zone X" (unshaded). Area of minimal hazard. RESERVOIR WATERSHED This site is within the Upper South Fork- Hardware River. HUC12: 020802031202 This site is not within a watershed of a public water supply. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (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 the 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 (horizontle: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt 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 othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 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, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. 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. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. LOT A -13 BUNDORAN FARM EXISTING USE Vacant Residential Land Area: 52.74 Acres PROPOSED USE Single Family Residence LAND USE SCHEDULE AREA AREA EXISTING (SF) (AC) % BUILDING 167210.0 3.84 7.30% GRAVEL 5460.0 0.13 0.20% OPEN SPACE 21240684. 48.78 92.5% TOTAL 22970354 52.74 100% AREA AREA EXISTING (SF) (AC) BUILDING 1760090. 4.04 7.70% GRAVEL 25750.0 0.59 1.10% OPEN SPACE 2095514. 48.11 91.2% TOTAL 2297354 52.74 100% 4 LIMITS OF DISTURBANCE: 3.10 Acres will be disturbed for this project. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 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 activityinvolving industrial -type power equipment shall be limited to 9 YP P 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 801bs/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 date of approval. (Water Protection Ordinance section 17-204G.) WPO 2022-00033 TAX MAP 86, PARCEL 42 LOT A-13R ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=2000' �I Bundoran ITE Jahn P Teel IMAGE PROVIDED BY GOOGLE MAPS SHEETINDEX C1 COVER SHIMP C2 EX. CONDITIONS C3 GRADING PLAN ENGINEERING2. CY SWM DETAILS - 1 LAND PLANNING - PROJECT MANAGEMENT C5 SWM DETAILS - 2 912 E. HIGH ST. 434.227.5140 C6 E&SC NARRATIVE CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM C7 E&SC PLAN C8 MITIGATION PLAN C9 SITE DETAILSti- T45183 SL VSMP PLAN FOR LOT A 13 BUNDORAN FARM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.07.08 REVISION: 1.2023.02.06 VSMP COMMENTS 2.2023.03.15 VSMP COMMENTS FILE NO. COVER 22.032 C1 100 1"=100 0 100 200 300 LEGEND: IF IRON FOUND IS IRON SET = I = I ISOIL TYPE BOUNDARY COUNTY GIS CRITICAL SLOPES SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U7rOXA�� � ,o VSMP PLAN FOR LOT A 13 BUNDORAN FARM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.07.08 REVISION: 1.2023.02.06 VSMP COMMENTS 2.2023.03.15 VSMP COMMENTS FILE NO. 22.032 EXISTING CONDITIONS C2 / i — '-'I �- l / i r / I / / ry I \ - f \� 1 I I \ \ `j I \ \ \ > ` -/, I / , \ \ \ \ I \ \ 'o \ . \ I i ,/ , —� \ ��� / / 'tl�-/,---µ / / / '11' 1 \ \ I \1 \ i ,\ \ \ \ . a \ \ \ \ \ \ \I E .\ ELN \_ . I / / / / / l \ 1 �' I / / / / / 1 / I \ \ \ \ I I / I \ \ \ \ `\ \ \ \ \\ \, `\ \ ` `\ ` `, \ \ ` \ \ 1 / \ \ \ \ 9 X \jR E / / / / \ ---1 _ ~' / i / / , \ EV L PRE DEp I t 1 \ `\ > I I / / ' / /-` \ \ - I ' i I 1/ , , % I I l/ / .� 1 ,\ \ \\ \\ 1 4i f4 1` '� I / \` \\ \ \\ \ \\\ \ \ ,\\ \\\ \ \\ 9 \ , \ \ �\ \ `\ \ ` I I I / / / i / I I \ \ \ x- \ \ \ / / / / \ / / I / T 1r / I I I . $EE OETIAIL bN ISHtETI I I I `\ 'o \ `\ \ \ `\ `\ \ \ \ \ , \ \ `\ `, I - /' / / ' /' / /' - / -i / / / / / I/7 I / I \ 1 f$\ I I I I I \ \ \ \ \ \ \ 9 y LOD L \ I \ I/ / / / .`\ ,- , I I I / /�_\ !' / \ \ 1 I I I I I I I I I \\ , `. \ \\ \ \ . \ \ \ `i_ Lad.1 i\ \ ` `moo \ \\ ` 1 1 j // / / 1 . , \ ` \ a \/ - \ ! \ 1 I / 11 I I \ 1 1 1 \ �- - / / \ \ \ I I . \ \ \ \ _ 1 / , / i' ---- ,;rl _ i � i i ' , / _ I i`\_I11 � \ � \ \ 1 1 I 1 1 \ \ \\ �Loo _ `\ \ \ i l � 1`, / / / , `-\ , f I 1 , / / , , , 1� I \ ' / I I \ 1 \ \ 1 I I I I 1 1 \ `\ \ ` ` \ `. `\ L� , . \ /' \ / // - / ` I / , I ! l \ 1 1 \ \ \ ` ' \ \e . \ ` ` . L00 \ , [ 10 \ \ \ m \ ' / 1 I h I / / . / I I I 1 I / / ?�\ i $ \ I I 1 1 \ 1 \ \ > \ \ \ \ \ \ \ \ \ \ / / I I / , / V I--,Nl /' / A A 1 1 1 A o , A q 11 / / / ,'' I A J / / I I I I / , , I •+ \ V v $ 1 I , A A V A I A A v v \, A R V , 11 I / / / /' ''� / \ - I I I I I I I I I I / , ��.� ` I I I \ \\ \ \ \ \\ \. \ ` �, L \ 1'� \ \ \ 1 `� \ \ \ `\ / /If % I I I I I / i i , _`l \ , t I I I I I I I `` \ I I I I `, \ `l 1 I \ \ \ \ \ � \ `. ` \` \ \ 'y� ESL \ \ \ \ I 1 \ \ \ \ I III '' I I I / . /' / / ,-, I / I I I I ` \ ( , 1 , }\ <yi I \ \ \ \ \ ,6 \ ,\ `\ ` \.tN \ �� Wu \\ \\ \ \ \ I 1 \ I \` \ \ \ I / 1 / / / I I I I \ \ \ \ I I \ \ / / / / I I I / I /' _ / I I \ \\ I \ \ r \I ) , EX. TREELINF I / ! I E �z $ ` I r 1 \ \ \ \ \ �/ L� \ \ 1 I I \ \ I / l / I .' . /\ /-- ( \ \ \ \ \ , / _1 1 %, \ 1 \ \ \ = \ \ \ \ J / / / I I I // 1 \ ` $ \ ` \ / ' I I l I I - \ , I MATTING \ / � 1 \ \ \ I /III L LOD \ \ \ / I / \ / l I I I l 1 I / I / V / I v A V A I � 1 I 1 / I I 1 , A H A° A V A l / / I N l I V ` V / 1 1 / 1 \ I I I \ ✓ \ "I, I \ \ \ \ \ 1 t t , \ ! [ DI CH _ \ \ I l / 1 / / / / / I I / I \ \� ` \ / I ' I I I / 1 - - / . , -� / I \ I \ \ \ 1 I ` , I yy \ \ 6�y \.00' \ \ 1 / / / / / \ / / \ \ \ i I / / oopr\ / / / / \ I / I I I I I I I I / 75tr / \ \ \ \ \ \ \ ,`a >� s s\ \ \ \ \ / , / , / / / I 1 \ , I l I I I / / / -� / - \ \ \ \ ), , � I I \ " -- \ , � � I I I \ I \ $ AD% \ \ "` 1 I I / / / ' 1 I ` I I I ` \ \ I 1 I I / / \ \ , y` \ \ I , \-'�'„'-- \ /. \ \ 4 \ \ 1 \ "11\ I 1 I I / / l I , l i r l l 1 / 1 O i I PRO ED \` `\ \\ / i / i I / , 1 I I I I I I (.M. 86-43 �/ / \ \ I\ \ \ ".\ \ \ I `\ ' 'l- \ \ \. \ , la I I \ \ I 1 / / / ' / l l 1 � 1 P60L \ ` - - I I I 1 \ 1 I ------- \ \ \ \ \ \ \ \ \ I \ I / �,. \ �\ l \ 1 I / l , / / , , 1 I \ HO \ !` - I I I I 1 __/ / I \ \' A I \ / / / / , I I I I I I / LOT A-14 _ -- 1 \ \ \ 1 1 \ \ I J ! ( \ . \� I \ % I I ) V \ \ 1 1 \ I / l , l / I I I I \ $ , / / I I '\�_ 1 AI I I I QWNE�: MASK STERMAN-'--- / A A A A� I A A V I / I�a I I I� \ \ ) I AI I I / l / l I 1 / / �V II V `\ FF V V / I I I 1 ,- - i / / / / r / I A \ v A • v / / 1 \ I 1 I 1 & RE E STONE \ \ I \ \ / \ \ I I I 1= / I / / I I l I / I I / ,p r 1 1 \ \ \ �' \ \ / / I I �. I I \ / /I / / / / / , 8 \ \ \ I I l 1 I I ___ I r ---- I \\ 4 I j/ -/ / l / l 1 I I 8 ` \ / I DA. 55 1 P.G. 364 I \ 1 `�\ \ / / I I I \ I I I I I 1'1 \ 1 \ / / / W- / I � � l � / I I I , l I l � I I I I �\ \ \B03. y ` \ , \ \ 1 , - I II \\ \ \ l I v I I , / / / I I I I I I D.�. 4N1166 P.G,- \ 1 \ /' r \ \ I I / ` r / I \ \ \ I 1 I I INS T# [02100014101 J I I 1 I \ I I/ -\ 1 I I , , / r I I I I \ I I \ I I li \ \ \ ' I i I I i I i l I l 1 % l I 1\ \ \\ \ \ ` `\ I l i 1 \ I \ \ I I / 1 \ \ \ 1 /% 1 I I I / I 1 1 \ 1 I \ I I I 1 �\ \ 1 1 I I \ \ \ \ r" 1 I. 1 I 1 I 1 I / 1 1 r 1 \ I \ \\ I I I 1 1 I I I I I 1 /--' `_ \ / I `1��\ 1 I 1 \ / 1 11 1 ,, I I I II I / I I I I I I I I 1 8 \, f \ \ \ `\ \ ' / / � 1 1 I 1 `I \ \ \ I I I 1 g 1 I I ,.p 1 1 I I 1 I 1 �`\ 1 AIL' \ ! 1 I I .I 1 1 1 v 1 I I �y- 1 \ 1 1 \ ` \ '>9 \ ` . / , r 1 J I I 1 1 I I / �\ - / I I \�, I \ I \ I N I 1 1 �� 1 I I 1 I 1 I I I I 1 I 1 1 I I l I I I I 1 1 \ \ \ / / I / 1 1 I I I I I 1 / - �\ I 1 1 \ \ I I o, y , 1 / I I I P 1 1 \ . \ \ \ `. . ---' / , I I I I I 1 I I I I I I / _ . / I I I I I \ \ \ / 1 II ( 1 1 - 1 1 I/ 1 I I I I I I I I I I I 1 / I I \ \ \ \ \\ `, YARD \ \ / / I I I 1 J \ \ \ 1 tl l \ \ I I} I I , I \ F \ \ , \ \ '>9 . / / / I I i , I 1 I I I I I I - / I I` 1� \ \ I \ p " , I !\ \ 1\ ** 1 q I I I I I 1 I 1 1 yyV 1 1 1 \\ \ , ` ` I / / I , , I II I I I I / �``✓ - -' , I I I \ V V A S 11 A A I - A O 1 I I I I I I I� I 1 1 AV A �[ A �` V� v`v 7� v v / / I I I / I I I 1 1 1\ Z I ) \ 1 \ wo I 1 `� 1 I I I I I \ \ ` , O y `\ V _ / I I \ I , 1 / I `\ I \ N i` \ I I \ , I 1 I 1 I I I \ \ \ \ - I I I U I - I A I I , i V 1 `- --- / I I A A , 1 1 I V 1 I I I I V �` \ , ({� I / I , I , I I I , I \- / I I \ /: \ 1 1 1 1 I I 1 1 I \ \ \ < I A I I I / - -' 1 A F / 111 I I A I 1 1 I I I I I 1 A RE RVE �v v`. / / I I I i I 1 / 11 / I / A I 11 1 11 lI v v > I v �. \ I 1 1 I I / 11 II I I 1 1 DRAI<�FIELD \ I \ - \ N I I I 1 I \ \ ` \ / / I I I 1 II I I I 1 1 I J I/ I I II I \\ \ .;\ �\ \ �\ �` \, 6 / I I \ 11 I \I II ,'^ \ - - I / / / , r1 / 1 I 1\ I I 1 I \\ \\ \ \ \\ \ `\ \ `\ ` ` V. \v40 =b�\ \ \ moo- � i \ \ 1 \ \ -\ ` / / 1 I I \ I I II \ I 1 \ - 11 I I 1 II I 1 1 \ \ \ I \ [ `, \ ` \ \ \ / / / / I \ 1 V I 1 1 1 / I I I I 1 I' 13 V 1 V \I %A v V�` I ' I I 1 \ I\ \ I 1 1 \ _ 4�- / I )II I\ 71 / [ \ 1 \ _ I I \ \ \ - / / I \ \ , \ \ \ l / 1 \ I .1 f \\ , \ I I I I I I I \ \ \ \ . �` 1 / A A V A AI v / , I A I l - I 1 I I I I A \ 1 I I I , 1 V A , A v`, v v - I/ I I 1 I I I I / ' ; I \\ \ \ \ \ \\ `\ \ 1 - _ ,'" / I 1 `I / W 1 Ii 1 I ` \ \ \ I I , 1 1 I 1 \ I \ \ \ ` `. ` \ \ � . , \ \`, I / / I\ \\ \\ \ 1------' // I 1 / (� I , I r I I I I I I \ , , > ` \ \ \ V \ \\ \\ \ / I - I \ \ \ \ -\ / \ D I I I \ \ I I I I I I 11 1 1, \ ` \ -"O \ \ \ ``\ / / \ \ \ \ \ / I / I. 1 I 1 1 r u \ I I \ \ \ \ \ . $ \ \ \ \ \ / I 1 A V I A , //}�� I_ A A A pI 1 }, v v / \ \ \ \ \ \ \ \ \ \ I ` --- / / I / I i ' () /. ' \ \I I . \ \ \ I 8 1 0 1 I II 11 I I I, I PROPOAED \ \ \ \ `, \ \\ `-, \ \ �[ \ _ \ -\ , , I 1 I ,/ I I 11 \ \ \ \ ` \ \ I ---- - .' / f / J I \ \ \ - I I I 1 I I fi I DRAINFIELD \ \ \ \ - \ \\ \\ \ `\ , / , 1 \ I I \\ \ \\ \ \ \ 1 / i / , //S LO 01�f� PER/ 1 ✓ I \ \ \ I I I I I I 1 I 1 I I ( I 1 \\ \\ ` `\ `\ \ `\ `\ ^ ` `, \ \ \ \ i / I 1 / I \ \ \ \ \ 1 \ / ��( I .I / I \ \ _ I 1 I 1 I I \ \ \ \ \ �`[ \ `\ 1 \ I I I \ I \ \ \ \ \ \ I \ --- - - " / / / A C 7"TY Sa1S 1 .I , p, I 1 I 1 I 1 I I \ \ \ \ , \ . \ , � \ \ I \ - / 1 I \ \ \ \ I \ 1 I `-_ -- ' / I //. I I Ijm� II 11 1 rl 1 I I I I 1 \ \ \ \ \ `\ \ \` `� [cb^[(b �` s1 \ \ I \ - / I I / - I I `\ `\ `\ \\ \ \ I I f \`' / i / / / / / // I l / I I 1 I I I I \ \ \ \ \ \ \ \ \ f c\ >9p. ` \ I/ / \ \ \ \ \ \ \ I I -''/ / / / / / ----- ,� f / I I I I I I I % \ `' $ \ [ \�\ \\ I \/' /I I I \ \ --- / / : - I \\ \\ \\ \ \_ / I ,, \ \\ \ \\ / \ \ ` \ \ \ \ \ 1\ \ I /'i / . / // / ' .."'..i I /il (FENCE �l 1 1 I 1 11 1\ \ \ \ \ \ \ , \ \ \ \I ` / - _ i-_--___' \\ \\ \\ \ \ / / T ,' ,/ i i % / Ile" /�^ I / I 1 1 I I I \ \\ \ ` , ` $ `♦ \\ \\ I / 1 \ \ \ \ \ \ \\ \I I 3� / , \ 1 I \ V \ \ \ \ 1 \ \ ` \ I V A A � -' -. , -I I V I A A 1 I ---- // - / 1 \ V A / -^`I // / 1 Q 1 I 1 V I Af , v v A , I \ I I I / 1 ---------_. / 1 I I \ \I 1 I / / / ////" , ' , / / ' / ' / I \ I1, 11 1 \ I II \ \ , \ \ \ \ \ \ .\ \ \ \ \ , I \\ I I , / / I 1 I \ \ I I 1 I - '' I .' / i' / l I -II I ' / ' , , 1 I 1 I 1 I 1 \ \ \ \ \ b \ \ \ . \ , \ \ \ \ \ \ \ I I I\ , i , --' .' / / 1 I I, 11 \ I 1 I I —_----'' ,' ,/ I I (J \ II I - 1 1 I I I \ \ \ \ \\ `\ \ \\\ \\ ``\ `\ \ \\ \` \`\ \ \\ I 11 \ \ II 1\ lr-�' ' I\ / / I I c N ! I 1 \ \ \ , , 1 1 ---'` ---- i I 1 I \ I 1 / ,I C-'' / /' - I I 1 p I \ I I \ \ \ \ `\ \ `- `\ 1 1 ---- , / / I I \ I, I I 1\ / .' // 1 ' % I f / I I II O \ \ \ \ I\ \\ .> \\ \ \\\ 1 \ `♦ \ \ \ `\ I I l l I I I I I /I / // / / , I I I 1 / / ,/ / ,'' /, / I . I , 1 V A A 0 v A �` V I , I I / I / - / / \ / / I W \ \ , \ , \ \ I ------ -- ' / -' / I I I I I I / I - - / i / /' , " I , I 1 \ \ I \ \ I \\ ,\ \\ I \ \ \\ `` `\ \ ' / / / / / I I / I I '-- ------ / ' /' I I I I /'' / / I I t' I I \ l I I I I \ \ \\ \ \ \ \ I I \\ \ ``\ `I I I / I l / I / / 1 I I I, - � - / . / 1 1 / / % - % / / I I I 1 1 , ! r I J ..r \ \\ \ \\ I\ I \ \\ 1 I \ \ \ 1 1 , / I / / , / / I I / ) , I /, 1 I I � 1 I 11I $\ I / EX. TRE`ELINE I I I I - _ ,---- _ / ) / 1 / I I / / 1 \ \ I \ / / I I I - - / / l I I I l l l I I \ 1 1 \\ \ I I, I I 8 1 9 1 I \\ \ \\ \ \ \I 1/I / 1 \ I \\ I / / 1 / % 1 I I l I l I i I --' - '' ' I I 1 / / / / - ' / ( I \\ \ ` \ �' II \ \ I 1 I 1 I I I \ 1 / I , ( I I / / / / / / 1 1 1 I I I ----'--_-- `------------- -- - '' / / I I I / I /I /' % 1 ,' , ` \ \ \ \ \ 1 N 1 I \ 1 I 1 1 Y I 1 I \ 1 / I , 1 \ I I I / / / / / 1 1 I I 1 __--------- ---' / I I I 1 ( l / ' rIt V AI - 1 A V / \\\\ 1 I I A 1 I I \ I / / I 1 I I / / I I / / / I II / A 1 1 I 1 I I I / I I -_-------------'- r., � I I % / \ \ \ l \ y LEVEL SPREADER(B I I I / I , I I /' I ----------_ ;0= -aF I / l, / / v vv A v �/ v I 18 I I I I/ II I / I i / I / / I / / I i -' - - _ _ _ _ - - �L , / \I (,� 1 I 1 SEA DETAIL QN S EET / / / / / -------� ------ ---- l/// -- / i vv J I I I I I i v 1 1 / i i / / i I i / l I l / / i i jk I v _ p .,—/ / ��-� --- - �// �+ / / y� _" I ` -I *- I I I I EC-3 I g I 0. i I I I 1 1 \ 11 i I \ I , % // , i / 1 / % I % ' / / / � \I 1 ` -, \ ` ') \ / ", ---- / / / / 1 1 A 7 I j 1, 1 1 A 11 I 1 1 1 I i i / / I ------ �i s� -'' / , / / / , 1 \ \ I / /I MWTT� �� 0 1 r \ 1 II I J 1 I I 1 1 / j / / / I i i / i i l /' /' 1 / / l ----- --- ------ �I --- ---- - / ,/ / / / I i 1, �, 11 li I i I I \ I Q I � 11 I i i I I I i / I / l / / // / l / I / / ---- - - / / / J 1 / , I I I \ \ I I 1 I I I 1 , I I , I / / / / / / 1 / __ --- / . ,- \ /- / / I I ! t/ / 1 I I I 1� I \ I I I I I I I I / I , / , / / , I \ 1`,` / -I--- I--- ----- - ' . ' /' /--/' / I J I l/ 1. I I I y I \ 1 I I 1 1 1 I II I I I I I I I I \I 1 I I 1 / / / % I \ 1 / / / / / / '/L l \ I I I I I I 1 \ I 1 \ I I I I / / I I I / l I /' / - - - � - - - - - - - - - ---- -1 / / , - , ,/' / 1 I I 1 I I I I , I I \\ \ I \ 1 , I I , I / I I / , / l I / O / /' ( I 1 1 \ \ I I I I / .'' ,-- /� _�,.--�-_---------'�� ,, , ' / // i / / ./ i'�' / • I' 1 i 1 i I i I II i 1 ` 1 I 1 1 1 \ I I 1 I I / / / / i I < ._ I \? / i _- - / , /// // �1 1 �1 I I 1 A ` I I A I I I I I 1 I / I l Q ` / / / '- % -- 1 ! N I I I I I I / W '- '' . ( '--------------------_-�-- /' / -' I / /, , o A I I , I ./ , I / I I I I I I I I I / / , / I I , / I , / I , / /I / 7 ---- ; ----' /'- / '' ,' _ --_ ` / % : i �I v n 1 I I i l / , I I I I / I I / �---- // / , 1 I I I 1 I I / / I I / 1 / / / / / �. ----'-----'� ,� (�6 - 1 /, 1 / J I 1 I I I I I I I I I I / / / I I I I I / I / I I / / v�/ - ' ---- - - �„ w' '---- ,/ / ,-- 1 / , / I A \I , 1 1 I I I I l l / I I I / I , 1 / / I l / l I A / ,--- ' -', ' /'""�. -V ` I I I I I 1 ! r I I I l l I tv / , / / Il ---- --- --' / -It .., '-- - ,...` - --- --- . - /' I 1 I / 1 I I O �/I vr;.�` ' /' i ��- --��.,.���` _ / A , I I I \ V I A- I� I 1 1 1 I 1 / I - - i / L -t I I / I � I / y,,,� ---- - - a i' `,� A ` ________�- / — •• - yy''�� ��` f - ' I /� /1 1 I 11 1 II II 1 II \\ I I I I 11 I I / I I I 1 I, n ��' ,' i/ /� v - , , / _ .' \\ 1 / 11 I 11 II I I/ I I I I IO a -- - i,,, T,. F�.,,� THE Alf - �` , __-=-- - / -ice.. - �. A A A �,.i'�'+, /-AAA _/ o' ) 1 ` -1 I 1 II , I I I I I A I 1 i I I 1 I(n / .�-� -----,, ...�, ---- / // / `\ `-_`\- \\-` ` / \\_\ --- / I \ o I 1 g 1 �'II I I I , I I I I I I I I I I I \ /' l i / / i 1-11,-I---------=� - . Z, '/' V -- -- A ` " -;/^• A I A I I I 1 I 1 1 1 I , 11 I I I I 1 ``V / / // / ll/�,I A v , A I� I i 1 l I I / / / / '/------'- � �� � , A b� ..I ,-... ` , / � I '�V I I I I I I I I 1 I A , 1 , I 1 I I I V A / / / , , '---_---_ - -\ A , / I A I A ` - / A 1 I I I A A A I I I 1 I I , I I ' / / \ / \ / I �„ I I I 1 \ I I I \ , / / v A A,'' s i' I , yyy N\I d> g I A I A , / / ---- ---,`�_---" i / � / II I I I I 8 I 11� I 11 I I I I A 1 V 1 I A i i I I I I I I 1 V 1 1 , / /'' / -�— - _ --- / - ' ,. — �-'-------- v I vv vv �-. 1 _ /' (`",'I: ` I � 1 I I vv v Iv i 1v i 1 II I I i EX. TR�ELINE / / --_-- ------ ::: 1 I I I , A 1 \ 1 I I _.._ _- -- - - _ - -\ `\ ; � 1 \ I I I I 1 I I I II \\ I I � I I I \ I / I 1 \ / %/ I I I 1 - --------------------------- - ,\ ] D/ , , ` [ \I /1 � I\ \ \ 1 \ � tig 1 I I I I I I I 1 ,\ \ \ \ 1 I 1 1 1 I \ I \ \ I 11 \ \ \ I l ' j __ ------ - --- �/ JJ"� 1 I I - - ` 'I . 1 \y \ I /' I I 1 \ 1 I I I I 1 I I I , / / ,'' , _---' \ \' 11 I 1 iig \ �� I I 1 11 I I I I I I 1 I I I \ 1 I \ I I I 1 / / / ----- - - \ - \\ \` 1\ \ --- \ I 1 / /` ,q \ / § I 1 I I , ) 1 I I I 1 1 I I ,' --- I I 1 S ---- '----- --- -- -8 l\\ \`\ \ \ , \ `\ „ 1 1 I I 11 I I I I \ II I 11 I 1 \ \\ / �I ,6 E k, l I A 1 I I I I I / / I I I 1 \I , 11 \ % ----_ - �� -- - - A V " `, I `. v ` `\ MI p 1 1 1 I / I i I 1 1 i i 1 N A I A I I I = - -- -' - - - -- ---- "� � , / -V A V 1 1 I 1 1 I 1 / , / / / I I I I 1 / I 1 1 I I A I I / / / / I / _ - \ / \ M \ I 1 I I I / \ \ - --��-tom-- - , ---_ �` -- - \ -_ \ / I \ IF )h' \\ \ k 1 I 1 1 1 I I / / / / I , / / I / I I I r , I 1 1 I 1 I \ / / I / i -- �d� b �-b, - �\ , ` - \ \ / ,�` ` I \ \ .1 1 ' 8 I I I I / / I / / l I 1 , / _ _ _ ir-� �—b=_' ` i i \ I !I\ \ }� I u I I I I I I / l / I l I / / , I I I / / I I I 1 \ \ / / / / / - - \- - �� A 1 �, /, \ \ - 1 1 I � I I I I I I I I I / / I I I / / / / I I I I / I ) I I I \ / / / - iz[- s� PP- I`I�- .TLYr�-` - ' / l , I \ `, 1 I 1 f r1 o 1 1 1 / I / I 1 / I / l I / / 1 / i I \\ i l / i / l `- -' --- -` - ` `� - - \�. \ I 1 8 1 aI 1 1 I ( I / / / / / ' l l I 1 / / �.+ , - � - I - -- `, A v AV A I IE 3 � 1 I� 1 V I N I I , 1 / / ( / / / / / I / , / I / / I \ , 1 11 / t� —, .r- � - v A 1 / I 1,v vv / v N M TTI G 1 I 11 vI I 1 I ) i I I / i i I 1 / I I I / l / I I I APP OXIMATE LOCATION / I v / / - - - --- -,� - -- - - — - A / _ �. A /I vv �, p I v I I I, \ I 1 I / 1 i / / I / i i / t i I OF �AVEYARD __,/� 1 \ - A -- ---� Y , I A I I / , 1 / I I 1 ---- -.'- \ - - -- � - \v / :� \ .� I / A A I `-- f tl' 1 I V I II 11 I / / / I I I / I I I 1 1 I 1 I I I t-'' - -- - — _ -- --- v - A l 8 �$ I V LE�EL �PRF(iDE C 1 I I I / I I 1 / I ` , , - A- - \* A '� ' V A V r ' A 1 1 / I I / I l 1 I I / I I -- - -- - , - , - - , ` v / I A 1 I I I I A I - - A I A / \ 8 I 1 I 1 I 1 I A I I I / / / / I A / 1 / I I ---- - - --, - _ -- -- - v I A , �, I SEE DEVIL ON HEFT I V A A A I y I I / , I I I , '- - A -- _ - -< A" v _- _ , -- - A� 11 / ` I 11 l I I I I / I / I I I I / -� �-- , I I A` P I v / I I - - 1 I ---- - -- -- - �- - - _ ---------- ----- - - - - - � \- \--\- , � \ --\ \ `\ \ 1, / I I ` \ \ \\ �/ \\ � f � I I I I ', I ; I I I ; / / 1 ; , I I I I 1 I I / / / I I\ � � / ; / 11 'I \�``--,-� -`\ \,\\ \`' \\ ,/ i \ /I / `\ / 11 i / 1 1 11 1 i I 1 I i r 1 i i i I I I 1 I \ / /' i i OWNER - ---- DE --�'' - V-- ,, , V A v A ,V "//, 1 I I I I I I 1 I I 1 I 1 II I I \ / /' 1 I OF; BO { - - -- ` v , Av` v A v VA V A V I ( �� \ �x-k-\-A I I I I I I , I I , 1 I I I I I I / I I I A V / I \ - • V `v `, --- AAA - -`, ` V A v A A \ '\ , / x.= A I V 1 / / I I I I I I , I I / I I v_ _ ---_ v A , I A 1 I I I I I I I 1 / A / / 1 D.� ----- v A `, A �` V vv v vv v v AI I L� I V .:\ I I v I i I I i / / I i i I // /r I 1 I i i i I II v I / 1 / / v I \ I ---- --- , v A v A V A I V 1' I / 1 A' I A- 1 I I 1 / I i I l , l I 1 I I I l I I I I I 1 v _ i \ \ \ \ . \ \ �\ \ \ \ \ 1- / / \ . \ I I I 1 , I I r I I I I ! \ `\ i \ \ \ \ \ I \ / J I I \ ` \ `\ `\ \ \ \ \ \\ > \ \ I I I. 1 1 / ` 11 \ \ 1 \ \ § \\ \ 1 I I 1 , , I / I I I I ( I I I I / / , I ` ---- - /- / / --- \ \ \ ` `, \ \ \ \ \ \ , l ` �`v v 1 L V L SPREADE6 E i v I� l I 3 \ 1 I I I 11 I \ \\ /, , ---- _ \\ \ \ \ \ =\ - �\ \\ \\ II I1 1 II I. I 1 I l / \ a I I \I \\ 1 \ \ \ I I II I I I I I 1 1 1 I I I I I I I I i I i I I 1\ `\ \ /' ,/ I I \ \ \ I 1 , ,DETAIL ON SHEETW i1=\ i \ -- --- I I / \ e / ` I I I I I I I 1 I I \\ I I I I I 1 I I I \ /-- / — — — — I \ \ \ �> \ \ \ ` \ \ \ \ i 1 1 1 , 1 1 - 1 / .\ A I NOtE: INST�LL NE\w v (�, \ \ I \ I , I I I I I I 1 I I / I \ - /- / i X •P- \ 11 I ' 1 'I \ I I I I \, \I 11 I I \ \\ \` -----'/ / \ \ \ .,\ \ \ \ \ \ \ \ , I I 'I I 1 I 11 I- \ \ , \ I I I I I I I , I I I \ I I , I I 1 / / / A �` y v v A v v vv v v 1 1 1 I 1 1 I I, I 1- CUL ERT WITH, OUT v I I \ �"� rz % \ \ \ \ \ I I I I I 1 , �- \ \ I I 1 \ I 1 1 1 1 1 1 I I I DISTURBANC \TO ST \ I \ \ \ 1 I 1 I I I \ 1 I \ A A I A\ \ 1 A V I I•? 1 1' 1I , I I I I I 1 1 EG-3 'o WATEF V I 1 A A \ A \ V 1 I I I I I I I I r I 1 I \ I I I `♦ _ ; _--/ -I � I I I \ I I I I I. 1 II 1 1 MATTING yyy % I `� \\ II 1 I \\ \I \ 1 \I I I I I 1 \ 1 I I 1 1 \ \ \ -\ - I , \ I I I I 1! I! 1 I 1 1 1 I- I A �� , I \ 1 I I a v I I 1 AI \ 1 / 1 A 1 \ 1\ v V .- I 1 1 I % A 1 , A I 1 1 I I o I I I 1 A 1------_ A-' '' I \v 11 ,I I I / / I i 11 11 \� / „i I 11 ��. \ II� 1,1 �11 11 11 II it II II II g �I II i I II AI \V AI 1\ I I i 1 , i 1 v ------ / ----'' i \ V I I I l / l /, ,. V CI SS .. .�- V I 1 I I I I I I I A LOT A-13k \\ - / \ / / / / 1 / / �' I 1 / I 1 I\ RIP- .AP` ANK - -- = I - \ S11 1 11 1 I II II i I j \ 1 I 11 \ I I 1 l \ 1 \ 52.7\4 AC. ` \ - '` - , / I I /I / // / // / ( I �I , I Ir I 1 d tmmN , 1 1 I I I 1 \ \\ \ \ \ 1 _ \ _ - _ __ / I SYA�I, TION ) 1 N 1 I I ----- - / I I / /' / , I l i l 18 �� '� „ \ L00 I I \\ I I I\ I 1 I 11 I I 1 1 I I \ \ \ \ 1 I , \ t \ OWNER:IPAUL BANSAL30N & \ / / I I / / / / , I I I I N I I I I I 'I I I v DE�PTI BANSAL v \ ,� 1 / / / / / / / J 1 1 I - I LOD 1 P 5 "l - � \ `� I' I II I Ii '' 11 \\ I\ 1 \\ I I \ 1 \I i \ \ , \ 654 \ \ I 1 0 I \ 1778 P� - 1 EX. / / / I / / / / i i / / i i I i i 1 11� I 11 I - LOD v j v 8 r I ,I I it I I I 1 v A Av A \ A v I I \ v I A A \ D.B. 54 9 PG v�� 5 PLAN __' / // I I I I A A A A I A --- - / 1 I / o , 1 BUILDING I l , , / / / / / I/ / l l J I l l I I , 1 I \ \ \ \ 1 I \ ` \ I 1 \ 1 1 \ \ \ \ \ \ �\ ` -. I ' 8 \ I � \ \ I I I , I \ 1 \ \ \ \4968 aG 5 BLA) — � _ / ^ � — 1 / 1 / / / / I / / Y / / l/ I I , 1 1 I I I I N \ \ 1 1 \ 1 / \- , / ,/ / / , / , / / / / ,, , I � 1 /�� I \ 1 o I \ \ I I I 1 \ 1 1 , \ 1 I \ \ \ \ I \ i ) IN�ST# 202000018737 \\ ^ � � / / / / / / / / / I I/,//, o v LOD� I 1 1 1 V rp 3V A I A I I V A I I A � /-- I / i / / , / / / / / i I i l I I 1 - I I A l O I � V A\ �I A V A \1 I, I IV V 'V II A V \ I 1 1 I I\ \I A- -vv --- i ,� - / 1 0 1 I I \ \ \ \ \ , I l / / / / i / / / / / / l l I 1 p I / 4 m lI r TTING \ y LE�EL SPREADER q I / i / I / / / // /// //// i I I i p0 ' ✓ �', ( I t II 1 l I g I I 11 ; I d \� V A I I / I I I I I I I ------ - v-/ --- $E D TA�L N SH ET I _ / I / / / / / l I / I 1 1 I 1 \ \ I I / I I I ` -- ' / I 1 1 I I I 1 1 1 -- _ / J / l / / / / / / / / / / / / I , I I >!-DPE PE I � I I \ \ I I I 1 I I 1 I I \ / I % l/ / / / / / / / / / / / ' ' / b // / ��-, �I I I II 1 II-70,�Or I 1 1 L 111 I ( \ I 1 I \I I 1 1 I 1 I I I I I I ( III 11 1\ \\ 1 `\ \\`\ ,--- \---__��____--------- -----i-- I / / / // / / \ L NGTH o \ - / I I I -- --\ / I / ! / / / / / a I 1 1 �.�\ 1 O=7O5 3, � l\ �, I I \ \ \ I I ( I I I I 1 I 1 1 I I I I I I \ \ \ \ \ ,— / / / /r -42 , I-1 I 4 1 >t� I 11 1 I I I I \ I I I I \ \ 11 \ \ \ -- -` _i \ I I / / / / / / / // W w f I I \ / 11 I I I I I I I I \ --_ ,---- ------ / / / / / / , / , o� / , 1 �, \ I I I I 1 1 1 \ \ \`, / / / / / / l i r- , r I I I \ 1 I - --- ' ---- / / / , , / / / / /ry , , I I y I f 1 \ \ 1 \ 1, 1 1 I I 1 SfiRttAM\BU FER WER iSUddDI VI �IONI PLddT &�ORIt51NALI SITE( \ \ \ \ - __--- - - ': / , / / / / / I 1 / / 1 I I ., I \ I , \ 1 I I I I \ I \ \ If I ( `i � ( I 1 \\ \\ \ \ \ - - - - ^ , ,. / / / / / , PROPOSED DRIVEWAY/ / / I I / I / I 1 I , /� \ I I \ 1 I \ - - / / / ' ' /LOCIATION Sµ OWhS PB�2 / + / y I I I I \ \ PLAN)I E�TRA1 25'I 25�' TbTAL1BUF�ER)I \ I \ \ \ �`\ / / / ' / / / ( ( /' / / / / I I8 l I , 1 I 4 1 1 \ I \ II \\ I\ 11 1 I I I I \ 1 I 1 \ I 1 I 11 I\ I \\ I \ \\ \\ \ \ \\ I\\ - - / / / / FLAGS k00 TED N / 7\ 1 A' 1 I I I 1 / I I I \ , \ 1 I \\ \\ \ ,_ \--'- ' '. / / / / / / / / A FIVLD)/ v / I I 11 I ( / % I \ EXA GRAVEL\D E WPT 1 1 I 1 \ / / , / / 48'\HDPE C 0 SING I / 1 1 / \ I / ,.. / / / ' / / / � �' ' 1 1 1 r 1 I I i / . I � _ I I , l i I / /' / 1 I I I I I 1 \ \ `\ '--�-----'----- ,( / / I I / I r /= 1 / / l % / / I 7 / I� l I / ^7� / I I I I I �_ i i FEiICE I I j 1 I 1 II=7W.8' \ 11 I l , I / I I I 1 I I I I I I \1 I \ \\ \\ \\ II \ --- /-- / i I / I / / / i I / I I / / / I I I� , / l 1 / 1 I 1 = 1 , I0=70�.1' -`\ 1 I I / I l I / I , I I I \\ \I I \ ,\ _ - . --- 41 I 1 I I I I \ \ \ \ - ----- / l `{,t. , / l l l I , / l I / , I 1 I 1 \\ III \\ \ I I I I 1 I I I \ \ \ .� / I /.. 1 / , / , / , / / ///J, I 1 / A LENGTHS 42: A I 1 I I 1 1 / I I I I I I 1 1 I ` / 1 I I , l I l I l l I I/ l I% / / i I it 1 \\ \ 1 1 1 1 T ` I I I I I I 1 I I I I I / I I I \ 1 1 \ \ --1\ _--_------' - / I / I I i i i l I / i o \I I I I I I \ \\ \I I 1 I I I I I 1 I 1 I ( I, 11 I I 11 1I \\ I \ I \\ `\ \ - / / / / I / / I N \ I I I I I I I I I 1 I I 1 1 \ \ I I \, I \ \ \ /' -\ '\ v II 1 11 I; / I I i / i `o'v' i I I I 1 I I i I 1 `I / \ I I I 1 I I I 1 I \ \ I \ I 1 ( I \ 1 I I / \ - \ -- -- ) q -\ i I I I I I I I I I I I I I I I- / 1 \ \ II I I 1 1 1 \ \ \ \ \ \ \ \ \ \ I I I 1 \ ` �I - \ I I I 9 1 I I I / I I I 5 \\ I \ 1 I \\ \\ \ I ` `\ \ \ 1 1 I \ \\ \ 0 / 1 ! `I I I I 1 4 1 I I I 1 (J \ \ 1 I \ 1 \\ I I 1 I I I I 11 \ `1 ( I \ \ \ 1 I I I I \ I / \ \ / \ / J / I I 9 1 1 I I I I I I I 1 I / / I \ \ \ \ \ r I I I I 1 / , I \ , \ \ `" -- 7 / 111 I I , 1 I I 1 \ , 1 I q / , / I II �I `\ 1 1 1 \ 1 I \ 1 I , I I , \ - , i - _ --'- ---- ----- T 1 I I I \ I .. 'r I I I I 1 I \ 1 1 I 1 \ 1 I I I / l \ \ \ 1 , I 1 \ I I I I I 1 1 1 I , \ -, \-------' - / III 1 ':. ;. I 1 \ ��,\ ,81 \ 1 11 I I I I 1 / I - , I I I I \ \ \ \ II 1 \ I I ISTkEAM �UFFE (/PEI2 A/BEIMARLE 6IS I (2qO' TQTALI BUFFER) I I - \ .I 1 1 I 1 i. ,:, \ I II \ \I I I I I II I I `\ `\ I t1 I 1 I / II I 1 I I I \\ `. _ I \ \ \ I I I I \ 1 I 1 \I \\ -, I \ 1 I I I 1 I \ I _ I / I I I , I -\ I 1 \ 1 I I I I \ \ -- ,-- / _ V A �/ I. _ I I I 1 A 0)V I I I 11 11 1 I I I l 1`- j, A I A I I I A A 11 I I I I I I I I 1 I / II 11 A\ �.\ \__ -- -- ---' /- � -- -v \ \ \ I !'_I I I ,I I I I V I � I 1 1 1 I I I I I / I -\ ` \ ` \ I \ \ I I I\ I / I I I I I / I I \ I / / I I I 1 1 I I , I I `I \ 1 I I 1 I I I 1 I 1 I I I / I / I I \ \ \\ `_- ------ \\ 1 \ ,'-•, \ 1 4 / I I I , I 1 1 1 1I I 1 1 1 I 1 \ \ I 1 I I 1 ( I I 1 I I \ V A / - I I U I I 1 1 I a I I I 1 I 1 I I I I / A I I \ 1 1 I I , , I 1 1 1 I I 1 / , , , A `V v \/ / / I ' 1 I I \ \ \ I \ \ ` / I v ,, 1 I I I I I I - A I I I / i \ _ _- I I'Y I , I I I / I \ �: `\ I \ \ I 1 I 1 1 , I I 1 / / I / \ I \ ` \ I I '^', �'- 1 I OD I I I I 1 I �, I ( \ I I_ I ( ' I I I A V------- \ . 1. \. // I I I 1 I I 1 I I I \ I 1 I / , I 1 I I \ , \ `\\ _ \ I I / I>x 1 I I I I > 1 I I / , \ I , / 1 1 \ \ \ \ _ __--- , - \ ` \ \ o I I I , I / / \ I 1 1 I I) I I I / I I I \ \ I \ I \ /\ , S. 1 ("� ,- l I I 1 I , 1 I 1 I I' V V A I 1 A I / 1 I I\ / II , / , 1 1 1 _ v v I A 50 0 50 100 150 I I I I I I I I I \ \ I ilt- A 1 ICA+ I D, I 1 I I / , I / / / I I I / / A V I , I / I I V A V A \ / / I / Al �i AI z i N W1.� 1 i l i / I 1 1 i I I I I A II 1 i A` 1 A 1 IV AI i/ I I I I I / I l l A I A V _--------'-\-----" / / 1 O I / 1 ' I 1 I I I I 1 I iy- I AV , V 11 1 , 1 1 / I I I / I I A V / „\J / / 1� I I ' I l I I , 1 / I I I I 1 1 11 / f \\ \\ I I �I I I i t/ I I I I / / I / I \\ 11 I\ \ \ \`, - ^\'� / 1`l` Ji I 1 I � ZTI�-,j 1 11 IN I I it II I I ( i I, / l l i I I i I i i1 i i_ / /I // '!/ I // \\ \ 1 I 11 1 1 I It I I / / / 11 / i i \ \\ I\ \I \I \\ \-- / 1 7 1 I ( I I I I I / r I r I I I / I \ ---- '-------/ ----- 1"=5 o I / I / / / / \ \ 1 1 i I/ / / 1 / I / / i ( 1„=50' I I / , / / , 7J o \ I I \ 11 I I I I I 1 I , l I I I l / / ' .' \ I I I, 1 1 1 I% l I / / ,\ . \ �- - -- `I / / / / I II \ \ \ \ I 1 I / / \ I / ? , I \ \ I I I I / I I 1 1 1 I I / I / / / 1 ` , \ \ \ \ I I I I((.� 1 / / / / / \ I q / I / , �\ \ \ \ \ \ \ \ 1 1 I 1 / . / l / / I / l ; I 1 1 \ ! /C91 I 1 I I l I I I 1 / l / I / / I I \ \ \ i - SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U 3 Lic. .45183 '°p 3)'/si2 4� 'O8 O 8'B�NAL VSMP PLAN FOR LOT A 13 BUNDORAN FARM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.07.08 REVISION: 1.2023.02.06 VSMP COMMENTS 2.2023.03.15 VSMP COMMENTS FILE NO. GRADING PLAN 22.032 00 \ \ W I 00 I o \ \ I I I I LA os � l I 1 1 1 EC-3 MATTING 1 LEVEL SPREADER (A) I I \ 1 I I 01 \ 0 \ \ I 1 � I 1 � 1 I I 1 CONCRETE LIPcri I I 1 \ C)� 1 1 1 0 1 1 1 1 1 DITCH #1 \ \ 6.C, ROAD CENTERLINE 2.0' 6.0'- ULDER LANE 8.0% -6.0 LANE LEVEL SPREADER A C4 Scale 1'=10" 2.0" OUL ER 8.0% CE ROERLINE �6.0" VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR = 10.0 TO BE FIELD VERIFIED 5 ROAD SECTION DETAIL C4 Not To Scale e� CULVERT Al-A2 N INV IN=733.8 INV OUT=730.Oq 1 LENGTH=33.50 Al IRIP -RAP SLOPE=11.3%1 ES-1 1346 / / I 30 3 D 1 I I 1 1 1 p I I 60 � I 1 EX. FENCE N I I �'� N > \ Caw Q V0 o o w \ X \ N D- o X CONCRETE LIP I Wo 1 I I w I I I W N X OD I ILEVEL SPREADER (B) o .' I I\ I I I I EC-3 MATTING I I I I 0 6),, I 0 I N I = 6> W N "+. ' I O-)o I O .I ,I 2 LEVEL SPREADER B C4 Scale 1'=10" Level Spreader Design Table Level Spreader Drainage Area (ac) Q1opr Flow Depth OVER LIP Length (FT) REQUIRED Length PROVIDED A 3.60 6.71 0.1 64.30 65' B 1 2.47 6.35 0.1 60.85 61' C 4.40 7.92 0.1 75.89 76' D 3.13 5.03 0.1 48.20 49' E 1.76 3.74 0.1 35.84 36' Note: Minimum. Length 10 ft Maximum. Length 200 ft Q10 Flow from Hydro CAD L Level Spreader Lengths: Ls Q CWXH3/2 VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE IN GALVANIZED WIRE MESH BASKET * FILTER CLOTH SECURE WIRE TO GROUND WITH WIRE STAPLES 7' MIN. 1 3' UNDISTURBED SOIL Width N].Z0 -.`2011"'1to] aI VARIABLE (MIN. 7') SECURE WIRE MESH CONCRETE LIP CONCRETE LIP REBAR TO OSECURE MIN. 6' 3 LEVEL C4 Not To Scale 4 DITCH SECTION DETAIL C4 Not To Scale 11, LOT A -13 BUNDORAN FARM Modified LD-268 Roadside and Median Ditch Design Form Desing Storm Side Slope Min. Max n= 0.05 Ditch C A CA Toc I - lin 12 110 Q - tin Q2 Q10 :1 L :1 R Slope Slope Allowable Velocity 2-yr 10-yr Malting Type Freeboard Channel Designed Depth SF AC INCR ACC Ft/Ft Ft/Ft *Velocity *"Depth *Velocity **Depth 1 0.29 156950 3.60 1.06 1.06 14.2 1.0 3.57 4.91 1.06 3.77 5.18 3 3 0.10 0.14 7.0 4.44 0.53 4.24 0.64 EC-3 TYPE 1 0.36 1.00 2 0.35 102913 2.36 0.83 0.83 15.4 1.0 3.43 4.73 0.83 2.94 3.92 3 3 0.02 0.03 4.0 2.32 0.64 2.51 0.72 EC-2 TYPE 1 0.28 1.00 3 0.36 4707 1 0.11 1 0.04 0.87 15.4 1.0 3.43 4.73 0.87 2.97 4.11 3 3 0.08 0.14 7.0 1 4.18 0.49 3.68 0.61 EC-3 TYPE 0.39 1.00 4 0.29 186712 1 4.29 1 1.26 1.26 16.5 1.0 3.31 4.58 1.26 4.15 5.75 3 3 0.02 0.03 4.0 1 2.55 0.74 2.38 0.90 EC-2 TYPE 1 0.10 1.00 5 0.38 5008 0.11 0.04 1.30 16.5 1.0 3.31 4.58 1.30 4.30 5.96 3 3 0.02 0.06 4.0 3.34 0.66 2.40 0.91 EC-2 TYPE 1 0.09 1.00 6 0.29 1 136233 3.13 0.90 0.90 14.60 1.0 3.52 4.85 0.90 3.15 4.34 3 3 0.04 0.09 4.0 3.60 0.77 2.88 0.71 EC-2 TYPE 1 0.29 1.00 7 0.33 1 76481 1.76 0.58 0.58 18.64 1.0 3.10 4.32 0.58 1.79 2.49 3 3 0.10 0.14 4.0 3.69 0.40 3.53 0.49 EC-2 TYPE 1 0.52 1.00 *Velocity calculations performed using maximum slope for this application **Depth calculations performed using minimum slope for this application Conveyance Channel 3 inclueds area from culvert 2 Conveyance Channel 5 inclueds area from culvert 4 61LD-268 DITCH DESIGN FORM C4 Scale 1'=10" 6" MIN. BLANKET MATTING 2:1 OR FLATTER SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U � Lic. .45183 �P g�/Si23 .471 ,e+p o �'820NfAi. VSMP PLAN FOR LOT A 13 BUNDORAN FARM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.07.08 REVISION: 1.2023.02.06 VSMP COMMENTS 2.2023.03.15 VSMP COMMENTS FILE NO. SWM DETAILS -1 22.032 IEX. FENCE I I Oo DITCH #6 \ I \ N> DITCH 5 I I N I \ \ I EC-3 MATTING o rn 0 N IAr\ 1 I oo I I I I + Col \ I CONCRETE LIP I i , 1 EX. FENCE 0 o �! I xI o I LEVEL SPREADER (E) 0 I 1 I I I CONCRETE LIP I 1 W I I I LEVEL SPREADER (D) I I of :o EX. FENCE 1 _ LEVEL SPREADER (C) 1 I �27 1 I 3 \ CONCRETE LIP > I I ' o o N `a I I _ EC-3 MATTING a I I I I I I i I I I DITC� #7 I �} o0 0I EC-3 MATTING _ w 1 0 I N I I I I I� , o I k 3 LEVEL SPREADER E 2 LEVEL SPREADER D e5 Seale 1'=10• C S Scale 1=10 1 � ' " SHIMP ENGINEERING2- LEVELSPREADER C LAND PLANNING - PROJECT MANAGEMENT C5 Scale 1'=10• / _ I\ 912 E. HIGH ST. 434.227.5140 ALL VEGETATED FILTER STRIPS MUST BE COVERED BY A DRAINAGE EASEMENT 1 \ I CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM TO ALLOW INSPECTION AND MAINTENANCE. IF THE FILTER AREA IS A NATURAL I I MAINTENANCE PLAN EXHIBIT A -LEVEL SPREADER R1 CONSERVED OPEN SPACE, IT MUST BE PROTECTED BY A PERPETUAL EASEMENT \ \ LOT A 13 BUNDORAN FARM �� — OR DEED RESTRICTION THAT ASSIGNS THE RESPONSIBLE PARTY TO ENSURE EVEL __-_-- THAT NO FUTURE DEVELOPMENT, DISTURBANCE OR CLEARING MAY OCCUR TAX MAP 88, COUNTY. 3R - SPREADER (A) 1 I ALBEMARLE COUNT', VIRGINW � �"'� --7' WITHIN THE AREA, EXCEPT AS STIPULATED IN THE VEGETATION MAINTENANCE \ � PLAN. \ T i \' SF' ) I SANDBAG COFFERDAM T.M. Bfi-43 O IF THE VEGETATED FILTER STRIP IS LOCATED ON A RESIDENTIAL PRIVATE LOT, L / — INSTALLED DURING Q OMER:MARK SNERMAN i'e j 'A-14' \ THE EXISTENCE AND PURPOSE OF THE FILTER STRIP SHALL BE NOTED ON THE PIPE INSTALLATION. & RENE STONE �' I s % DEED OF RECORD. HOMEOWNERS WILL NEED TO BE PROVIDED A SIMPLE \ I 1 \ x D.B. 5591 P.G. 364 z N �J i D.B. 4466 P.C. 465 O INSTQ 202100014101 DOCUMENT THAT EXPLAINS THE PURPOSE OF THE FILTER STRIP AND ROUTINE C e ♦ h\ + m 1 I /+� i \„\,m�4 a� MAINTENANCE NEEDS. A DEED RESTRICTION OR OTHER MECHANISM ENFORCEABLE BY THE QUALIFYING LOCAL PROGRAM MUST BE IN PLACE TO I Lic. .45183 NOTE: INSTALL NEW CULVERT WITHOUT ` Ji' \\Jy\.� HELP ENSURE THAT FILTER STRIPS ARE MAINTAINED AND CONSERVED OPEN DISTURBANCE TO STREAM WATERS I d� 3,11SiZ3 s <� SPACE AREAS ARE NOT CONVERTED OR DISTURBED. THE MECHANISM SHOULD, !!!I i1 p ��' IF POSSIBLE, GRANT AUTHORITY FOR LOCAL AGENCIES TO ACCESS THE I SF AT STREAM BANK. II ' PROPERTY FOR INSPECTION OR CORRECTIVE ACTION. LEVEL ` li MAINTENANCE INSPECTIONS: SPREADER �' f ,/ E CE__ / `�� t,asP.aQcoom�u:: 3 ANNUAL INSPECTIONS ARE USED TO TRIGGER MAINTENANCE OPERATIONS SUCH ���!'_. / LS A: S)9929955=,.0]6665585° LS B:;9Ob8,-0]8 fi6>132� AS SEDIMENT REMOVAL, SPOT REVEGETATION AND LEVEL SPREADER REPAIR. Y 9 ' LSC:379913282 =. 07 665835D= 5 IDEALLY, INSPECTIONS SHOULD BE CONDUCTED IN THE NON —GROWING SEASON LSD: .079 52W a WHEN IT EASIER TO SEE THE FLOW PATH. EXAMPLE MAINTENANCE INSPECTION LSE ;]99as90<,-0]Sccc5zlc= m CHECKLISTS FOR SHEET FLOW TO A FILTER STRIP OR CONSERVED OPEN SPACE VSMP PLAN FOR n V J AREAS CAN BE ACCESSED IN APPENDIX C OF CHAPTER 9 OF THE VIRGINIA CLASS I RIP —RAP "B5 BANK STABILIZATION i STORMWATER MANAGEMENT HANDBOOK OR AT THE CENTER FOR WATERSHED J I _ LOT A 13 APPROXIMATE LDCATI PROTECTION'S WEBSTE AT: r X LEVELS BUNDORAN FARM PREADE(f 1� I 1 OF GRAVEYARD Z I W HTTP: //WWW.CWP.ORG/RESOURCE—LIBRARY/CONTROLLING—RUNOFF—AND—DISCHA LEVEL Z RGES/SM.HTM (SCROLL TO TOOL6: PLAN REVIEW, BMP CONSTRUCTION, AND I SPREADER' T.M. 86-42 ^i,E) �J/ r LOTA-13R MAINTENANCE CHECKLISTS) m 5274 AC. ri IW _' OWNER: PML THOMPSON & - 12 L DEEP PBA"SAL z X ALBEMARLE COUNTY, VIRGINIA N C 654 euiLDNc ) i ' ! LEVEL D.B. saa9 PG ( ) 20 W INSPECTORS SHOULD CHECK TO ENSURE THAT: SUBMISSION: ire SPREADER (D) ae6B PG 5 (Bu) / / J ! INST/ 20200001813J d .I LOCATONP(SXONNDPERFLAGS �'�7 J��/ % �4XGRAHOPELDRIVECROSSINGTM 100 0 100 200 300 *FLOWS THROUGH THE FILTER STRIP DO NOT SHORT—CIRCUIT THE OVERFLOW oR\vEWP _ 2022•07•08 LOCATED IN FEW) 1 1/ II_ 705.e• � CONTROL SECTION; � OPOSEO _ / / V m f LE GTA 42' Scale: *DEBRIS AND SEDIMENT DOES NOT BUILD UP AT THE TOP OF THE FILTER ZI PR REVISION: J LAND PLANNING PROJECT MANAGEMENT STRIP; I 1.2023.02.06 VSMP COMMENTS *FOOT OR VEHICULAR TRAFFIC DOES NOT COMPROMISE THE GRAVEL 2.2023.03.15 VSMP COMMENTS DIAPHRAGM; _ *SCOUR AND EROSION DO NOT OCCUR WITHIN THE FILTER STRIP; EX. kRAVEL DRIVE WITH LEVEL SPREADER MAINTENANCE PLAN J *SEDIMENTS ARE CLEANED OUT OF LEVEL SPREADER FOREBAYS AND FLOW NEW 48" HDPE PIPE 48"PE CROSSING 11=706.MARCH 15, 2023 0=705.00' 10 7p8' SPUTTERS; AND PROJECT: LOT A-13 BUNDORS FARM (TMP 86-42—A-13R) *VEGETATIVE DENSITY EXCEEDS A 90% COVER IN THE BOUNDARY ZONE OR \ LENGTH=42' LENGT =42' PREPARED FOR: PAUL THOMPSON & LEEPTI BANSAL PREPARED BY: SHIMP ENGINEERING, P.C. GRASS FILTER. �\ J _ I I FILE N0. —LEVEL SPREADER COORDINATES: ONGOING MAINTENANCE SF / SF ATISTREAM ANK. \ 22.032 LS A: 37.9929953',—078.6658585' ONCE ESTABLISHED, VEGETATED FILTER STRIPS HAVE MINIMAL MAINTENANCE I ' I I LS B: 37.9920158°, 078.6657323° NEEDS OUTSIDE OF THE SPRING CLEAN UP, REGULAR MOWING, REPAIR OF LS C: 37.9913282%—078.6658350° CHECK DAMS AND OTHER MEASURES TO MAINTAIN THE HYDRAULIC EFFICIENCY I _ \ SWM DETAILS ' 2 LS D: 37.9908049%—078.6657914° OF THE STRIP AND A DENSE, HEALTHY GRASS COVER. VEGETATED FILTER LS E: 37.9908930%—078.6665216` STRIPS THAT CONSIST OF GRASS/TURF COVER SHOULD BE MOWED AT LEAST TWICE A YEAR TO PREVENT WOODY GROWTH. MAINTENANCE AGREEMENTS: 6 LEVEL SPREADER C SECTION 4 VAC 50-60-124 OF THE REGULATIONS SPECIFIES THE CIRCUMSTANCES UNDER WHICH A MAINTENANCE AGREEMENT MUST BE EXECUTED BETWEEN THE OWNER AND THE LOCAL PROGRAM. THIS SECTION SETS FORTH INSPECTION REQUIREMENTS, COMPLIANCE PROCEDURES IF MAINTENANCE IS NEGLECTED, C5 Scale 1'=10• NOTIFICATION OF THE LOCAL PROGRAM UPON TRANSFER OF OWNERSHIP, AND RIGHT —OF —ENTRY FOR LOCAL PROGRAM PERSONNEL. C5 PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION THIS PROJECT IS LOCATED IN ALBEMARLE COUNTY AND THE PURPOSE OF THIS PROJECT IS TO BUILD A SINGLE FAMILY RESIDENTIAL HOUSE. THE TOTAL AREA OF DISTURBANCE IS 3.10 ACRES. THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES: 1. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE EROSION AND SEDIMENT PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. 2. INSTALLATION OF PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLAN AND DETAILS. 3. GRADING AND PLACEMENT OF FILL SHALL BE IN GENERAL ACCORDANCE WITH THE PLAN. 4. ESTABLISHMENT OF PERMANENT STABILIZATION OF ALL DISTURBED AREAS. EXISTING CONDITIONS THE SITE IS CONCURRENTLY A VACANT LAND WITH ONE EXISTING STREAM RUNNING THROUGH THE PROPERTY. ADJACENT PROPERTIES THIS PROPERTY IS BORDERED TO THE NORTH BY WOOD LAND AND RESIDENTIAL PROPERTY; TO THE EAST BY OTHER PROPERTY WITH VACANT WOODS (TREES) LOT; TO THE SOUTH BY BUNDORAN DRIVE WAY AND RESIDENTIAL HOME AND BY THE WEST IS BORDERED BY TREES AND RESIDENTIAL HOUSES. OFFSITE AREAS SOIL MAY NEED TO BE IMPORTED FROM THE SITE FROM SITES WHICH SHALL HAVE EROSION CONTROL PERMITS. SOILS THE SITE CONTAINS THE FOLLOWING SOIL TYPES: 4E - ASHE LOAM, 25% TO 45% SLOPES, HSG B 19C - MINNIEVILLE LOAM, 2% TO 77 SLOPES, HSG B 19D - MINNIEVILLE LOAM, 15% TO 25% SLOPES, HSG B 20C3 - MINNIEVILLE CLAY LOAM - 7% TO 15% SLOPES, HSG B 20D3 - MINNIEVILLE CLAY LOAM - 15% TO 25% SLOPES, HSG B 25B - DYKE SILT LOAM - 2% TO 7% SLOPES, HSG B 25C - DYKE SILT LOAM - 7% TO 15% SLOPES, HSG B 26D3 - DYKE SILT LOAM - 15% TO 25% SLOPES, HSG B 36D - HAYESVILLE SILT LOAM - 15% TO 25% SLOPES, HSG B 56B - MEADOWVILLE LOAM - 2% TO 7% SLOPES, HSG A CRITICAL AREAS THE CRITICAL AREA ON THE SITE IS THE EXISTING CHANNEL WITHIN THE SITE. CONTRACTOR TO USE EXTRA CAUTION TO PREVENT SEDIMENT FROM ENTERING THIS CHANNEL. EROSION & SEDIMENT CONTROLS TEMPORARY CONSTRUCTION ENTRANCE (CE) - 3.02 AN ASPHALT PAD WILL BE CONSTRUCTED AT THE ENTRANCE THE SITE TO PROVIDE A MEANS OF REMOVING SEDIMENT FROM THE TIRES OF CONSTRUCTION VEHICLES LEAVING THE WORK SITE. THE CONTRACTOR SHALL REMOVE ANY MUD FROM THE EXISTING ROAD SURFACE BY MEANS OF SWEEPING AND SHOVELING. SILT FENCE (SF) - 3.05 SILT FENCING WILL BE INSTALLED AS A FIRST STEP IN CONSTRUCTION ACTIVITIES. LOCATION AND DETAILS ARE SHOWN ON THE PLANS. CONSTRUCTION ROAD STABILIZATION CRS -3.03 TEMPORARY STABILIZATION WITH STONE OF ACCESS ROADS, SUBDIVISION STREETS, PARKING AREAS, AND OTHER TRAFFIC AREAS IMMEDIATELY AFTER GRADING TO REDUCE EROSION CAUSED BY VEHICLES DURING WET WEATHER, AND TO PREVENT HAVING TO REGRADE PERMANENT ROADBEDS BETWEEN INITIAL GRADING AND FINAL STABILIZATION. CULVERT INLET PROTECTION (CIP) -3.08 A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS WHICH PREVENTS SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. IT ALSO PROVIDES EROSION CONTROL AT CULVERTS DURING THE PHASE OF A PROJECT WHERE ELEVATIONS AND DRAINAGE PATTERNS ARE CHANGING, CAUSING ORIGINAL CONTROL MEASURES TO BE INEFFECTIVE. TEMPORARY DIVERSION DIKE (DD) -3.09 A TEMPORARY DIVERSION DIKE SHALL BE USED TO BOTH DIVERT STORM RUNOFF UPSLOPE DRAINAGE AREAS AWAY FROM UNPROTECTED AREAS TO A STABILIZED OUTLET AND TO DIVERT SEDIMENT - LADEN RUNOFF FROM A DISTURBAED AREA TO A SEDIMENT- TRAPPING FACILITY. LOCATION AND DETAILS AREA SHOWN ON THE PLANS. TEMPORARY SEDIMENT TRAP (ST) -3.13 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. OUTLET PROTECTION (OP) -3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. ROCK CHECK DAMS (CD) -3.20 SMALL, TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE THE VELOCITY OF CONCENTRATED FLOWS, REDUCING EROSION OF THE SWALE OR DITCH. LIMITED TO USE IN SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS, SHOULD NOT BE USED IN LIVE STREAMS. DUST CONTROL (DC) -3.39 CONDUCT DUST CONTROL OPERATIONS NECESSARY TO MET THE REQUIREMENTS OF STD. & SPEC. 3.39 AS REQUIRED TO CONTROL SURFACE AND AIRBORNE MOVEMENT OF DUST. PERMANENT STABILIZATION TEMPORARY SEEDING (TS) - 3.31 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 14 DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD. AND SPEC. 3.31. PERMANENT SEEDING (PS) - 3.32 ALL DITCHES AND ADJACENT AREAS WITHIN 15 FT OF THE EDGE OF THE DITCHES SHALL BE SEEDED IN CONFORMANCE WITH STD. AND SPEC. 3.32. 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. MULCHING (MU) - 3.35 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. MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION. REQUIRED PERMITS MUST BE IN -HAND BEFORE WORK BEGINS: PHASE 1 1. INSTALL CONSTRUCTION ENTRANCE OFF BUNDORAN DRIVE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 2. INSTALL SILT FENCE, INLET PROTECTION, OUTLET PROTECTION AND CHECK DAMS AS SHOWN ON SHEET C6 PHASE 2 1. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. PHASE 3 1. CONSTRUCTION ROAD, STABILIZATION WITH STONE AS ROAD IS CONSTRACTED. 2. INSTALLED SEDIMENT TRAP. 3. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING 4. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED AND AREA HAS ACHIEVED TEMPORARY STABILIZATION. 5. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING AS SHOW ON SHEET C6. 5. CULVERT ARE CONSTRUCTED, INSTALL INLET PROTECTION AND OUTLET PROTECTION.. PHASE 4 1. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 2. INSTALL LEVEL SPREADERS WHEN UPSTREAM GRADING IS COMPLETED AND HAS ACHIEVED STABILIZATION. 3. ONCE SITE HAS REACHED STABILIZATION, REMOVE PERIMETER CONTROLS. 4. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM CULVERTS AND LEVEL SPREADERS. 5. CONTACT COUNTY INSPECTOR FOR FINAL INSPECTION WHEN SITE IS FULLY STABILIZED. CONSTRUCTION MAINTENANCE THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES SHALL BE FOLLOWED AT THE SITE. 1. ALL E&S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAIN EVENT. ALL DEFICIENCIES IDENTIFIED DURING THESE INSPECTIONS SHALL BE CORRECTED AS SOON AS PRACTICABLE. 2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING, DETERIORATION OR SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF THE HEIGHT OF THE CONTROL. 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS SET FORTH IN THE CURRENT EDITION OF THE VIRGINIA SEDIMENT AND EROSION CONTROL MANUAL, OTHER APPLICABLE COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT SPECIFICATIONS. 4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. 5. AREAS WITH RIP -RAP SHOULD BE REGULARLY INSPECTED TO DETERMINE IF HIGH FLOWS HAVE DAMAGED THESE CONTROLS OR CAUSED EXCESSIVE SEDIMENT DEPOSITION. ALL AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS E&S CONTROL PLAN. ENVIRONMENTAL CONTROLS 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF THE STATE AND IN INTERSTATE WATERS. 2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY THE USE OF EMISSION CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, SHUT -DOWN OF MOTORIZED EQUIPMENT WHEN NOT IN USE, AND ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE PROJECT. 3. ANY WASTE DISCOVERED DURING THE PROJECT SHALL NOT BE MOVED WITH OUT PRIOR AUTHORIZATION OF THE OWNER AND BE DIRECT -LOADED INTO COVERED ROLL -OFF CONTAINERS FOR TEMPORARY STORAGE PRIOR TO DISPOSAL IN A PERMITTED LANDFILL. EROSION & SEDIMENT CONTROL PERMITTING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE EROSION AND SEDIMENT CONTROL PERMITS AND MAINTAINING ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. STORMWATER MANAGEMENT: SWM QUANTITY: ALL RUNOFF FROM THIS PROJECT WILL BE CONVERTED TO SHEETFLOW TO SATISFY THE REQUIREMENTS FOR STORMWATER QUANTITY PER 9VAC25-870-66-D. SWM QUALITY: QUALITY REQUIREMENTS MET VIRGINIA AGREEMENT IN LIEU OF PLAN PER ALBEMARLE COUNTY WPO ORDINANCE. 1992 335 Source: Va. DSWC TABLE 335-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES'. NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 1� - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must 6e anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 15001bs. winter cover or during hot, dry periods.' Apply as slurry. Corn Stalks 4 - 6 tons 1g5 - 275 Ibs. Cut or shredded in 4-6" lengths. Air-dried. Do no[ use in fine turf azeas. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 1S5 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 Ibs nitrogen per ton. Da not use in fine turf areas. APP1Y with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 on. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. ' When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 20001bs./ac. or 45 lbs./1000 sq. fl. 4 MULCHING MU 6 Not To Scale EROSION & SEDIMENT CONTROL NOTES 1. ALL VEGETATIVE AND STRUCTURAL EROSION & SEDIMENT CONTROL (E&S) PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION 9VAC25-840-40. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO FINAL INSPECTION. THIS REQUIREMENT CAN BE WAIVED AT THE DISCRETION OF THE PLAN APPROVING AUTHORITY. 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 ONSITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTRY EROSION AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN REVIEWING AUTHORTY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN REVIEWING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABALIZATION IS ACHEIVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALY AND AFTER EACH RUN-OFF PRODUCING STORM EVENT. ANY NECESSARY REPARIS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. INSTALL AND MAINTAIN CONSTRUCTION ENTRANCES FOR ENTIRE PROJECT AT ALL LOCATIONS WHERE VEHICLES ENTER/LEAVE THE WORK AREA AND WHERE SOIL IS STOCKPILED. 11. MAINTAIN ALL EROSION AND SEDIMENT CONTROL UNTIL THE COMPLETION OF FINAL STABILIZATION. UNLESS OTHERWISE NOTED ON THE PLANS REMOVE ALL EROSION & SEDIMENT CONTROLS FOLLOWING THE ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER AND COMPLETION OF FINAL STABILIZATION. 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 UTILITY OWNERS ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO COMPLETING ANY OFF -SITE WORK. 6. CONTRACTOR SHALL NOTIFY 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 MAINTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. 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 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED AT AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN 1 YEAR. 2.STABILIZATION OF SOIL STOCKPILES: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3.PERMANENT VEGETATIVE COVER A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVE THAT, IN THE OPINION OF THE COUNTY INSPECTOR, IS UNIFORM AND MATURE ENOUGH TO SURVIVE TO INHIBIT EROSION. 4.TIMING & STABILIZATION OF SILT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5.STABILIZATION OF EARTHEN STRUCTURES: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6.SEDIMENT TRAPS AND BASINS: A SEDIMENT BASIN SHALL CONTROL SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FOR THE LAND DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DEVICE SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. 7.CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. &CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE. 9.WATER SEEPS FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. ll.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. 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.LOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: 1 THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR 2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: 1) IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO CHANNEL THE BED OR BANKS; OR 2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; 3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PREDEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MANMADE CHANNEL; OR 4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO I. DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; II. DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24- HOUR STORM; AND III. REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 10.1-562 OR 10.1-570 OF THE ACT. M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 10.1-561 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 10.1-603.2 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LANDDISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 4VAC50-60-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS. N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 4VAC50-60-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF MINIMUM STANDARD 19. 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. May 1 through August 15: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Foxtail Millet - 20 lbs/acre. August 16 through October 31: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Annual Rye - 20 lbs/acre. November 1 through February 15: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Winter Rye - 20 lbs/acre. 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 possible to obtain a soil test, the following soil amendments will be applied: For Permanent Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 1,000 lbs. per acre of 10-20-10 (10 lbs. per 1,000 square feet) or equivalent. For Temporary Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 600 lbs. per acre of 10-20-10 (10 lbs. per 1,000 square feet) or equivalent. LOW MAINTENANCE GROUND COVER: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) For slopes steeper than 3:1 grade, Mix the following seeds at 30 Ibs/acre each, along with EC-2 Matting: Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoparium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghastrum nutans). 5 ) PERMANENT SEEDING ( P C6 Not To Scale SHIMP ENGINEERING-2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM TOXIA 45183si23 4�i. VSMP PLAN FOR LOT A 13 BUNDORAN FARM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.07.08 REVISION: 1.2023.02.06 VSMP COMMENTS 2.2023.03.15 VSMP COMMENTS FILE NO. ESCP NARRATIVE 22.032 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. C6 SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.02 CONSTRUCTION ENTRANCE CE 3.03 CONSTRUCTION ROAD STABILIZATION CRS — X — X — X — X — 3.05 SILT FENCE SF Z) 3.07 CULVERT INLET PROTECTION CI 3.09 TEMPORARY DIVERSIONS DD [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.21 LEVEL SPREADER LS ►� ► - 3.20 ROCK CHECK DAMS CD TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS U 3.35 MULCH MU g3.39 DUST CONTROL DC 3.18 OUTLET PROTECTION OP CLEAR WATER DIVERSION CWD � LODE LODE LODE LOD= LIMITS OF DISTURBANCE -- - -- SEDIMENT TRAP DRAINAGE AREA 11 I 1 \ ` '\ , '\ \ 1 1 '\ ,\ \ '\ ) '1 I 1 'I ) \ 1 \ `\ '\ \ `\ I `\ ,\ .\ I\ � \\ I\ 'ss. I \ \ I\ .\ \ ', '\ \ '� i I I /' \--' i /' i 7 l /' i k 1 \ i `1 \ \ \ 1 Ii I ' \ \ \ \ \\ \ `\ \ ` \ �\ \ - \ - I I I / / A \ \ \ I 1 I I \ \ \ \ \ \ \ \ \ I / , / 1 ' \ V ) \ \ \ I I I 1 I / , I , \ \ \ \ \ \ \ \ \ ` \ \ \ 9, \� \ \ \ \ \ \ \ - / / /^- 1 I % - 1 \ I I 1 I I I \ \ \ \ \ \ \ ` \ ` 1 \ LOD LOD L \ �� \ \\\ 1 / I / / / / - 11 ' I I A A $ v I I I 1 I I I I I 1 I I I \ , A A `v A v vv `v . A `v �� ` �A \ oi9 A ` V 1 / 1 A 1 I/ / // /' - V \ 1/ \ Jt 11 ` 1\ 11 11 \\ \ II i 11 I 11 11 I I \ \ \\ \ \ `\ \ \\ •\ `\ `\ � LOD `\\ `\ � \ \ \ % � / \ I � I � ` `, ,I I' �� � 1�A h 1 A V 1 1 I 1 1 1 I 1 A I\ I, A `v A `V ` A `v ' 1- C A A A V v` ` ' i � 1 ` 1 I '�_ 1 1 � 1 vv v I v v 1-1 Cb v vv / / I I I I I II I II / t \) l \ O 1 1 1 I I 1 \ \ \ o \ \ \ \ L\00 \ \ A \ / / I I /\ I 1 / I I I ' / �111 /-'v AV A o A I I V 1 V A A 1 A V A V vv v v v 2V A ` BO A A\ \V A A / A I `./' //, , I I I / `V ` *%> Av \, II \ I I I V A A V A V II A V v A v vv v L v v ` V� OD A V A R \( \ A `v % / r ' % / l/ I \J 1 1 \ \ \ \ \ \ \ \ . \� �� LOD \ \ \ \ \ 1 , l 1 I l 111v IJ / ' ,� < ' vv vv vI vX v vv v vv vv `` .. �� L v v vv vv 1) vv 1 vv vvv vv v / I f I i / i / / / I I I ) \ I \\ �.� \\ \\ ` L — \ ` \\ \ \ 1 I \ \ ` . / / / / I /"v-I )/ I, vv 1`��`v`� ��' II Iv \ \\ v` CD v \ y v vv vv v A `, 1 I I I � i I v I v vv A I i/ l I I l i' // V A . Loo V A A I / l / 1 I r / I A A A \ / /' I I I I I( I / /' I I `v A '� �t L LOD v v V ` V 1 ` / / / / I 4r I I A v AV / / I I / / I I 1 1 I <\ \ \ \ DI CH \ \ ) ) ) / / I I � \� `1 \ i / i / / /I [ 6, ,,00� / / / / / / / I ,1 I I ) I / / I 1 1 ` vI �,, I ' vvv vv � v ` v v � vv V vv l / / / / i / / / / i f 1 1 / l 1 1 i � v v K `v 1 i I I � / / � / / I / / 1 i \ \,'�` / _- _� \\ \ � \\ \( 1 \ � \ ` � I 11 i ) / � I 1 � � I r / I � 1 I II \ \ \� `\ •\ / i i I 1 / `.I i / i' / l I / \ "' I \ /. \\ \ \ \ 1 \\ \ \ �' 11 I I ' / r I i I l / l i i l I I S i ,1, 1 PRO ED ` \ / I / I / / l I ` . \ - \ , 1 �I 1 � \ 1 I I I / I / l l l l 1- �I P60L \ \ _ ----' / 1 I / I I I I / I \\\ I ' /'�+— \ \. \ �. \ \� Ai I \ N \ I 1 / I I l l I l I l I D \ \\ / I I I I I I 1 I �, \ \ . / \ 1 I I I / / I I / I l l / I I / II 1 I \ HO \ I I -, J/ I \ I -1 \\ � �\ ,- \ \- i I /it i / �� i i) ) II I1 // I / I // / / / // // / I / i i i \ \ 4b i / / 1 I / I / i / I\ I / '\ \ '% I\ / I I /� / / I , / / / I I I / l l / / l / I I I I I $ I 1 I y I ./ / I / ) / / / / r 1 I I \\ FF \ \ \\ / / / I I 1 ' / ( I I I \ I 1 \\ i i 1 f II l l / / I I / l / I , l /,cA S I I I 8 1 \\ \803. - ` \\ i I / l I i 1 1 \ \ \\ 1 / / ♦// 11 1� / / I I I I l l I l' I l 1 I�' I ', \ I\- \ \. \ \ \ (� \ \ ---- / / I I / I '1 1 \ I I '\ 1 / 1 // - 1 b(�)1 / "� l 1 1 I I ' I' I I I m 1 I ` / I I I I I I I \ \ \ \ / 1 / 1 1 I I I , l 1 I' I I l I I I o 1 \ I `\ `\ ` `\ / / / r, 1 \ \ \ \ \ \ 71 / I I/ I I I I , I 1 1 I I / I I I 1 \ \ ♦ I ` ♦ / I I 1 I I k, \ \ la I 1 I ' I I 1 I I I I I I I I I r 1 \ \ \ `\ \ \ \ \ \ / / 1 1 1 I 1 \ \\ \1 ( I \\ I II / 1 1 ' 1 ' I I I I 1 I I I I I I 1 1 8 11 \ \I \? \ .\' \ \ - / l I I I /l l/ I \ \ \ 1 ) I � I l 1 ./ I 1 I ' I 1 1 I I I I ' , � 1 1 I I I \ . - l I 1 I I I I 1 SEDIMEa1 'TRAP \ s � \ , 1 1 / I / / I �, A v / I I I I , �` t 1 I I I I , , , ' I 1 1 I V v DRAINAGE `AREA `v ---' / I \ 1 I, I,' (\ , 1\ // 1 II I I I / I I \\ 1.17 ACRES sYARD / i I I r Il i I i I , A \ , / � 11 I I ♦V 1 1 , I , 1 1 1 I I I I I I I I I V 1 V jQ v v A / / 1 1 \ \`v \ ` `I, k ( \ \ o - 1 ' ' I 1 I I I 1 I I \ 1 \ \ I�( \ `\ IF - . - ` �\ \CP- \ _-' / f I � I I I I\ I I \ \i \ z N 1 ) Y\\ 1 � ` 1 , I I 1 I 1 1 I 1 I 1 I I \ \ \ \ `\ \ . \ R I 1 I 1 \ 1 I \ I a I 1 I I \ \ < \ cA \ V \� U / /: AA V� A I , 1 I I I I I 1 I I 1 1 A A l.�j� \ . v . gam, I A A I ` \ F \ i ' 1'I ) VA 1I 1 1 I 1 ) 11 1 ' I I ' I I I A ` ` RESERVE \ KF ` `' ` v v •. �C i i I i I ) I I I 1 I _ i I I I I 11 I 1 1 ' 1 I I 1 1 ` ` DRAII IFIELD \ I\ "\9O \ �� 2. \ / / 1 1 / 1 1 1 I 1 \ / 1 1 t\ 1 \ I I I 1 I I 1 1 1 1 1 \ I 1 , \ \ .` A . /OTT\ •� � =b� \\ I 1 i I 1 1 1 / / I I \ I I \ \ \ \ \ \ \ ` • v • ` \ / I 1 I I \ I , 1' I I ,. I A I I \ V I I 1 1 1 1 I I I 1 1 I V A v v , • v � ` v / 1 I I I \ A I vm n I/ �v VAV A I I I I vv A (� - // I I I v v \ \ pal I - \ 1 \ \ - _ — / I 11 @ I `\ I 1 I I I 1 IV A 1 v \ V v �` ` A' V I , I A A A ' I V I 'D / 1' I I 1 A I I I I I I I I I I I 1 A ` ` A A (� v v ��v / I I I V 1 I I / n II `\ I I \ \ 1 rl 1 II I I I I 1 `\ `\ `\ \ '�' . \ \ \ ` \`\ \ / I I I / \ 1 1 .\ \ \ \ \ \ / I I 1 I / I 1_ ) A A I vv A � _ A `w A / I / I I I / I I I / / � 11 I ' \ I \\ I I \ \ \ g I I II II I I I I I PRDPO;;ED \ \ \ \ \ ` - I / t 1 1 v v - I I I 1 1 I DRAINFI LD v` Vram r v �1\ 'v v ' / / I 1 v, / ' S 1L D PERI I I ` I \ \ I I I I I I I \ \ \ OVRW \ \ / / / / , % , II / I \\ \ \ I 11 11 II 1 1 I , 1 I \ \ \ \ \\\\ `, �"1"aso FT \ \ <\ / \\ `\ } I\ ' / j 1 I ' ' r/ / / A I#L GTY GIS ! I I / I I \ I 1 I I I \ \ \ \\\ ` �� --_- / I I i II / / / / I I /. 1 I I I I I , I I I I I , I \ \ \ \ \`. \• �f\ 4 ' '� 1 \ I I / : / /'/ / / ,/ I ( I / I '-0 I I 11� I 11 1 I g I I 1 1 11 I \ \ \ \\ \ \ \\ \\ \ \ f \ '�' ` \ \ I \ ''' I I \I I / / , � / /' / / / ------ /I 1 / f 1 I I i I I 'I I I 1 I I I \ \ \ \ \\ \\ \\ \ \ `b 4 \ I / i t (\ �/ / / / /-' ,.,�.,/ I, 1 FENCE I , I 1 I I I I v v v v `I `v I / I I /,.; I / / 1 \ \ , , / / J4 . I \ T I I � (`I RI 1 1 1 \ \`\ 1 \ \ ` r 1 \ I I I I .' ' /' ' / i „�i• �� v� I/ I 1 �I �'y 1 I 1 1 I I v I v v v A v v v ` A ` \J $ \ V v v I , I I I, - ,' ,' /, i/I, ';---�. /;�f 'I 'N -II I ��e , 1 'I IV 1 'I II \\ ` AV A v vv vvv A A\ \\ `\ \vv A `vv V A 1 i i 11 11 I I 11 / I, ''i / // 1 1 0 I & I I \ v vv A v A I I I I r , / / / I 1: l \V I 1 I I I 1 I 1, \ 1 \ \ \ \ \\ \ \ \\ `\ \ `\\ \`\ \ \ \\ \ II 1 \ I 1 I I I \ /'- ', i I , If I I / I t' I I f II I 1 . ` I\ IV A A\\ \V `v ` \ v\\ \V v\ \\v \ v\ \, ` vv A A a , `I I I 'I I i ! f i I /' / i I 1 / I ® I \ \ \ .\ \ \ \ \\ \\ \\ .\ \ \°� '1^ ^ i \ / \ II ' i /. / I ,/ I I I # V A V A V A ,� vv v I A v A ` \ ) I / I 1 I / A I // I A / / //I I . I I 1 O) \ I \ \ \ \ \ \ I \ \ \ \ , \ I I I 1 / I I / ' I / / I I I / /'/ // I I I �... I I 1 } m \ \ \ \ \ ` \ \\ 1 \ \ I \ 1 / / I / / / / / / I I I / // / ' I I I I , I \ \ \ \ \ ` \ `\ '\ I \ \ \ \ \\ \ I / / / / / / I 1 / I I I I / \ / / / I I I I I -\ III 11 I r I I W O \\ \ \\ IV `\ \\ 1 A\ II I V \ Av `V 1 I I / / / / / /I I I l I / I I I I I A \ \ \ \ \ 1 \ \ 1 \I \ \ 1 1 I 1/ / / / / / I , / I r II I i 11 ' \ \ I I 1 \ \ \ \ \ \ I I I / / / I I I I I \ r\ / / ) I ,\ ) I 1 1 1 1 9 I � ) \ \ \ \ 1 / \ I I / l I I / I I I I I I I I I I I I 1 / ( 1 / -,I �\ 'I \ \\ ) ` II I 11 I I ) \\ \\ \I I I I I I II I\ \ 1 /I / I ( 1 ) \\ I I I/ I / / l // 1 I I II I I I I 1 ` \` 1' I ) / I I I I ) 1 I I / I I l l 1 I '' 1 ' I I ----- . , I I I / / , / /- \ A A -0. Av `V A A\\\\ i - I I i I i �1 11 II i II '1 11 / / / f / I 1 II i i I i i I l / i ,'/ i 1 V i I ------- ------- _ 1 ■■ ------- --�=-- �:AF / , / l / / / A \ i V im\-: - A IA l 1� I 1 'I ' ` V 1 ' I / ' / / I / ) l / 1 1 1 I I I I I I / / / / I / / % 1 V \I l� �, `\ A ` 1 I ' 11 , 1V A I 1 % / % / / / I / / / I / ' / I I /i / / /\ \ I I I \ I I I \ I I I / / / / / /' / / / / ( I ) \ i \ \ — — — — --- ------ ---- ' /\/ / ' ' / --- -- \ 1 -\ "4e', \ \ \\ I I 1 I I \ I I I // I I / / / / / / / / / / I I / \ \ \ I I J / +T� I \ _ p I �I I \ i i i / / / l / I / ��---_--"___-_" / / /� / / / �� �- \\ _ _ \\ ;r'�I \ I II \I O \ I 1 1 'I 1 \ l / / / I I / / / / / / / I \// I 1 / ` f _ / �/ / i / / / I ` 1 \\ I 1 .1 / I I �^ I 1I \ 1 I \I I \ \ II I\ I 1 I 1 / / / I / / , / ' , I / I / l 1 I I• _ 1--- ---- ---------- , —' �' --- -'' - / / ' t, ) 1 / I I 1 \ I I I I 1 1 / I 1 / / / / / I / / / / / / / I / 1 - / / / i ) y I I M I ' I \ 1 I I / / 1 / I 1 / /_-_ _ - ____-__ - - -- / / / / ) I 1 V/ I I / 1 1 I A 1 I I I 1 I I I I I II ' / / / / / / / / / I / / 1 / - - ' ' - ""_ ______________i / , / I I \ I 1 1 1 I I I 1 I / l / / 1 I / / / , / 1 I I I I 1 I I , A 1 1 I I � I I I I I I I , I 1 / / I / / , , ' I I I 1 1 1 1 I 1 1 r / / / / / 1 / - - - ___�_-_--_ � ,' i / //' /'V/ _ ,/ I �l i/ ' I 1 o I � I I1 I 1 1 1 I I I I I , , 1 I A I I 1 1 / / 1 / `v I v�l / /' I 1 I "'-"- / /- '' / I I I I / '1. I '1 1 ,o ' A V I I I I I I 1 I I I I , I / 11 I I I l I / / / / / / V 1 -- /' l I / I ------ — -- '' / / / / / / /' / . / I \ I I I I 1 1 \ I 1 \ \ \ I I / / I I / / I / /'' / / l i ' — — — _ "- , , / / - / / / I \ 1 I I I 1 , I I \ \ I \ 1 , 1 1 1 1 / I I / / / I I / O / / / I l _ - / / / / / , .i / ( I I 1 1 ' \ I 1 \ 1 1 1 1 1 1 I I / l / 1 Y / y. / / / / 1 1 _ ■■ , I I 1 1 I I I \ , I 1 I 1 1 I I , l i / U , I , / --- / -_�/ _` - / / ; / / / � // { 1 I I •I I , \ \ 1 \ \ I I 1 I I I I / / Q ` 1 / / I I I ' ' (� I� ---- --- -- /' /) / / I/ // 3 IV I 1 -I 11 �I 1 I I I I I I I I I I I / / II / I I I I I I / l l I l / / ---- / / I 1 I / --'" -----------_<�� ''- / / /' , / / �/ A I I I I / / / I I I l I / /' l / l I I -i , / - ', --- -- / I 1 I I I I I I / / I 1 _--- l '� \ / % ' --- -- — � '-j-. ' / I , % 1 `� 1 1 1 I I I I I 1 / l / I ! 1 I 1 1 I / 1 / / I 1 / - / l / , ' '-- _ — / - ' l 1 \ I I I I I / l l / 1 I I I / I l / 3 / I / __ --.77' - - . / I 1 I I I / 1 / / I i — ,�• '�/,''/'' / --'�: _�'�_m ��.,�-,-�_\-i/ // --- - -% I1 l I AI I� �v I AI II I I I I I 1 I I I / I ! I / 1 / l / I I I / 1 I `\ W O ,/ '" / --- '' / — / �_�'..`- '- 1 A V - 1 AO I I I I I 1 I / I / 1 I O / .' / I / '� -- ' -' / �'/ -' — '.."' '' -l"� //.—" / / _ - �` 1 ��I 1 1 I 1 1 1 I I ' I / / / I I `\ � - / / / I I / .- — A .a. / . /mow ' - - I I i V 1 I 1 I / 1 ! / , / I / / / -- -- /- \ - - / /' _ /I 11 \I ' 11 I I II / I I I I I I I /O — / / / c�� A A v- ��/'i A - / \) 1 I I ' I II 1 I IV II I , I A I / /'- / % -----. ..�.r — // / _ '--- \ \ — - \\_ -- 11 \ \o\ I 8 I I I I I I I I I I I '\ / / / i _ - •-,. �.�- — \ /.. / - \\ — — — \ \ I I 1 I 1 I 1 1 1 I I 1 / / / / I I \ \ a ' 11 1 I I I 1 1 I I I 1 / �. a' \ /' \ 'W \�o• *% ` / 11 \`\ I # I I ` ' 1 II I 1I 11 11 II I 1 1 I \ I 1 I \I I I I 1 I I 1 I I I \ / / / i i / I l \ `- — — - /- \ / \ \ / \ .. \ _ _ �o / I \ ' �.. I I I ' I I I I 1 I 1 I \ I I I 1 1 I 1 1 1 1 1 \ \ \I /- / -/ / / / / I I 1 I 1 1 \ \ I I I 1 I / / / / -.'`�� --" \\ \l / / \ 1/ \ \ - \)1\-''" .�'.. 1 \ \I (� '\ I 1 I I I \ \ I I I I I 1 I / / I/ /'' / / _ _ '/" I I- , ( �' a I I I I \ 1 \\ I I I \ I I I \ I i / � �'_-'�_ v / v�V A I r/ I I I 1 I A A 1 I , I I I I , / / , / —/ -�� A i / I A �,.- I 1 I / I� 1 AV . T\ I II 1 I I I I , A I N ` V I A ) I 1 I 1 1 1 1 1 I I I / '' / / / — - /�) 1 \ I l I I / i/I I I I I 1 I I \ 11 I I I I I I I I I I I \ \ \ :--' I ' / /// / -- --- ---- �- ---- _ \ \\ I I — --- 1 \ \` k II I\ \\ I- 9 1 I 1 I I I ,I I 1 I I I I I I I I I 1 1 I I I ) I I // / /' / / / I ` 1 1 \ p I 1 Itk ---- �_ � / \ \ \ O 1 ) I I 1 I I I ,\ \I \ ` 1 I I I 1 I I I \ I 1 \ I I 1 \ \ \ --- ----- - - — -- -\ \\ \ \ \ \ ` 11 1 / I \ \ I I I I I I I I I I I I / / / / / \ I 1 I ( I I \ 1 / / __ _ 5'%9.74' \ , �% / / I I / / / / I II 11 II I \I I II I \ / / / \ I I / / I \ l / / /-------- �___ ,\ ��� 5863$'\51"E \ \ -\ \\ \ �..1 % /1 ` \ I I Qp I I � I I I I I 1 I l 1 ) 1 I I ( I I I I 1 I 1 \ / / , / / ., _.. _----- — \\ \ `\` /IFS \ \ �JI r I I� I / / / // 11 I I / 1 1 \\ I 1 / I % �— I \/ v v \\ ��llVVII NN i I I I V 1 I -- � v �` / vV A I / / / 1 I I II A 1 I / / / I \ I I i 1 1 / i / i' =- �_- ` _ A' � A / 1 ) 1 `V A ` 1 I 1 I I I / / I / / / / / 1 I / / 1 I I 1 A v / / I , / I I -/-11�= -- - - , •-� A A / °� I A A .1 1 1 IQ I 1 I I / / l / / / / / / 1 I I I l / I 1 I I `v / / / / / / I I I ---- --- ---- —A- _ I / ( \ �I 1 1 i I i ' / / / i i l / i / I I I I / I / I I I A vv i / i / / I I — _ v �Lc'iEy}i CI���� v l 1 A `V ` % I I i O I a 1 1 I 11 1 1 i ( I I / i / / / I l 1 i / l 1 ' 1 A I // / I I / i I i 1( —� ��! --� - A ` �, ---` •,`v A I AV ` AV A I I I .� 1 1 I 1 1 I I I , I , 1 I / I l I / l I l I / l % 1 / l I \ v I 'I I I / I I I -�� --- � !�'-� -- � I- � - `�% A I / �� AV / A I I 1 1� O I II I I I ' 11 1 I ) I I I I l I I I I l I I I / / ,/ l I I APP♦�OXIMATE LOCATION - / I V I 1 / l I I -- --- --- - � �� - - `� A / - A V v - I A 1 I I / / / / I 11 I I I I ----- ` A �-- vv �. A / -V A / ` I v 1 I 1 1 1 I I/, ' I I 1 I / I / 1 I I A V A ----�� A . -- A _ -- - v v A /' / \ ), - `\ I\ A I 1 I I I I I , I I I I I I I I I I I / 1 I A V ` ---- _ - ., _ -- v � -- - . v V A / I V �\ 1 % V %� A 1 I \I 1 1 I / V I 1 I / / / , I I \ I - � — v v I A i v '� I I v I 1 I / i \� l __3.� `v — `I v�v A I V A A V I I 1 1 1 I I I I I I V 1 1 / / / / , I 1 1 _ - v . -- -� I / I\ ) / ) 1 I I I I I I I I I I 1 / l I I V I / A A ---- -- --- _ -- - � .__ ' --- � ,-` A v v A / 1 \ V A A / I / I I ' I I I I I l 1 I I I I I I / 1 I I I I l l I I 1/ I / Il 11 1 1 A — A Vv I )/ A. I I 1 I I / I / — — ---- - • — - - -- 1 �� �� \ vv vy\\�,v 1 I�\ v /n v � , I I I I / I 1 i I i i I I M 8,7 T - -� V�.AAvvv vvvv <. vv / i v i�� vv / 1 i // / 1) i 1 i / / I I 1 I I I1 i I vv / /' i/ 1 ODEBO� R B V �JILL ------------------ \ `�� � \ \\ \ \ \\ \ —v — — — / � )I I 1 I 1 r / i \ I � 1 vv v v Iv /, o A A `/ v — / I / I i I i 1 i I I i 1 II 1 i i ) i i j vv A / / 1 0 BO AH B LLA D vw I `/ \ / i I I I I I I I \ \ `� \ \\ \\\\ \ 1 1 I \ x �\ I I I I 1 1 I I I I \ ' I \ \ \ \ '= \ \ \ \ \ ' —?. ( 1 1 / I I I / ' / / 1 1 I I I I `\ / / \ D. . 27�2 P. ----- \ \ - --- \ _ \ \ I I 1 / I I / \ 1 1 I I \ I 1 / I \` -\ \\ \`\ \.\' `J- /\/ II \ \ I I I l l I I I l / i / i i I / i l ---- '--- \ \ \\\ \\ I I / - 11 / I I I I I I I I I l I I I I I I I / I `. \-----' ---- I \ V vv vv \ \ \'\ / I I \ 11 I 1 / ( \ \ I \ I I I I 1 / I I / I / / I I 1 / I 1 / I / \* I\ 11 ( \ 1 11 I I 1 11 I I I I I I I / 1 11 1 \ \\ ,'. I \ \ `\ \\ 1\ S\ \\ , i �I t 11 1 I I i YI `\ \ I I i 1 1 I V v V .AV I 1 11 11 / \ V A A I 1 1 I I 1 I I I Av A /'- // I I ---- \ I \ \ ' \ 1 I / \ I I I I 1 I I-- \ 1 V A V A V)I A A I I I I / /A- I V A A 1 I I I I 1 I I I I , I I A /-- I -- A A v A ` A ` d V 1 I l l l l l 1 - 11 V A \ A , 1 I I I 1 I A I I I ) 1 , 1 A ,'' / I .. \ \ \ \ \ ` IT - I \ I \ / / I I 1 1 I 1 \ N0�\E: INS LL NE1� vvv^^^ \ 1 I I 1 I \ I V A A v\ \V A A\ 1\ VAV AI 'I 1 II 11 ) I 11 -11 II CUL`V\ERT WITHOUT V `\ I\ I\ 11 I 1 I II I \v ------ I ;� \ I I I I � 1 1 � I \ \ 1 I I I I 1 \ 1 I \ I .r /\ v v A v v , I I I I , 1 1 %I I V I ' A \ 11 I I I -, I D STIJRBANO AT ST V A V I I I I I I I I I A I I ` v ----' / / J� \ 1 ` \ 1 ` \1 \ I 1 '1 I I 11 11 II 1 - 1 \ \ \ \ I - \) I II I I I y 1 I / I \ \ \ \ \ \ I I I I I I , I I `\ l� / I _ I I \ I I 1 I 11 � 1 1 \ 1 I I 1 1 1 I / /- - �i I I I I I' 1 % I WA- , v , I I 1 I 1 1 I I 1 I \ ---- vv / - _/ I _ I I \ \ I I I I I I I I I 11 1 4 I I r V \ i I , I \ \ I 1 I 1 � r I I 1 \ \ I \ \ I \ - /-"--' I- 1 \ 1 \ -/ 1 1 1 \ I o I 1 1 / I 1 ` I I / , I t 1 II s 1 / I I ` I� 1 I 'I I r 1 \ \ 1 I \ \ \ \ / I I i I g . I I I I I \ I I 1 I I ` ---- / I ,I \ ..�1 ) 1 l � 1 1 I \ I \ , I� I/ r\ I / .. 1 1 \ 1 I , 1 1 I I e I I 1 \ \ ) I I I I \ I T. M.186-4\2 \ ` - /- / \ \\ 1 I II I I / l I l I I I I I i_L'1 --I ( I I I I 1 \ rT, \ 1 I\ 11 \) j 11 I I II I I I I i I \I 11 11 II \ I II II i ( 1 I\ LOT'A-13f�\ \ ` - /' l I l I I I I I I I I \ C SS L� 1 1 1 I I I 1 I I \ / I 1 1 - 1 o I 1 \ I I l \ /• -\ A ) / I / /' / I / / / I I I I I I I I I I I 1 I V I_\ RIP I RAP (BANK ,- �'I I I 1 1 -- -_---• 1 1 I / ' / / / I 1) B � tOD r II 1 I\ 1 �I I i �i \I 1\ `\ i II `, I\ i \\ OWIJER:IIPAUL THOM�rSON &\\ ---- �` / l / / / I I I I I 11 1 I I 1 1 1 5-1"A ILIZ 'p a- 1 ' 1 1 1 / ) i i / I / / /' / / / I i i ,I i i I l 11 i 1_ 1 I v 1 v) 1, I v I I II ' I 11 I v 'I 1 1 v I `v V I 1 I v DE` PTI BANSALvv/-----" — / / / / / , / I I I LOD P 1 A % V 1 A v --- / / / I l r I r 1 1 v 1 l v 1778 PGA 654 / / / // r I I 8 I, I 11 I I I I I I v I v \ v � \� / / I I / / / / I I I 1 L A I I I , A A A A 1 I / / / / / / 1 1I ' 1 I ' p \ ) \\ r I '� 1 II 1\ \\ \1 \ 11 \ 1\ \\ I 11 \\ 1 \\ \ \ \ ` — — - i — EX. l I I I / / / ' / /////// I I I I I I I R I v l I v 1 D.B. 544\9 PG �65 PLA`j /' � 1 BUILDING / I 1 / / / / / / l l,/ / I I I I I I I �'I� S\ ; 1 V A 1 v v v v , , A I I 1 , A V \ I v 1 v \ 4968 pG 5 (BLA) -- - ,— I— 1 / // / I 11 1 1 I v . v 1` 1 v v v I I , V —�I l ; / / ; / / / / / ; /; ; l I I I o 11 1 'V i� ' V 1 V A 1 A I A \ I , A \ A A A I I # , A / o \ \ 1 I , \ IN1ST 202000018737 � � / / i / / i i i / / l l I i l I ' I I I 1 , �- I I r I I \ \ \) \ I II I \I \ \ I `\ I I \\ \ \1 I ) i I \ - � ` — — — — � I/ / l / ' i / / % % / / / % i // // / I I 1 I I I I �� / I) � Il r\ I AV I I 1 V I I I I 1) A \ A `V AV A A I I I - --- __ / I % / / / / / / / / // / / / l I I I V� 1 ( I V% I I I I I I , I I I I I 'I I I A A V \ A ) V \ I I I I 1 I `I '\ v` ---- / ---' I / / l , / / / / // /// l I 1 1 ,f I 11 l\ 1 N. I ' I A` \ I I , A\ V A AV A I I I / I I I 1 Av ` _ \I— i -' / / / / / / / / / / , / ) I A A I A A I I - / I / I / / / / / / / // / / / / / / I I L/I I I \' NEW 48" IHDPE JPE I I� i '1 i . 1 I I I I I , 1 I \ \ I , I I I I r I I I I \ \ _ / / / / / / / / 0 1 3 L ) \ I I I I I / I I \ 1 \ �" \\ / / / / / / / ' / l / / I "I -1 I 1 I I I =70 _,0' , I I I I V I %I I I I , I 1 I I I I ( I 1V A A ) ` ,-' ' / ' / I I \ p 1 I0-705 3' I \ 1 1 \ ` I I ' I ' / I / / / / / / \. / / 1 \ 1 I 1 I 1 I I \ \ \ \ -- / / / / / / / / / / / / t� / / I J , "' I I I A 1 I I , I I I I I I I I I I I 1 ` V ` ` v` / / I / / / / / / / / / / / / / ` ` I 1 L NGTH=42' I I-1 q 1 1 1 ` V I I 1 1 I I I I V I 1 I 1 I ) IV A V vv - vv - -- -- - I / / / ' / / / / / / / / / / l I \ \ t n 1 I I ' \ I I 1 I 1 1 I 1 1 \ \ \ \ \ \ . \`I - '\ --- -----' % % / / / / / / / ' / / l / I I II ' / 6,1 I \ \ I -\ I \ I 1 I I I I I I `I I I I \ ) I \ \ \ \\ \\ / / / / / / ' / / / / / / / / l / I I I / j I I � 1 r r 1 \ I ` 1 ' ) 1 ' S.TRdAM`BUIFFER ( PER ISU DIVI&IONIPLPIT &\ORIdINALISITEI ` 1 ` \ - / / / , / / / PRQ"POS D 9RIVEANAYi / i / I i I el l I 11 l I i / A i \ 11 II It It I \\ \ \\ ' PLAN)1( EATRA' 28'I 25 ' TOTAL\ BUF ER)'I \ I\ \ \\ ` -1 ' / / / / / /' / LOCIATION S OWN( Pp% / I I i .� 1 1 1 \ 1 ) 1i I \ \ \ I � 1 1 I 1 \ \ \ ` 1 ..'1..,. / / ( �/ % / / v I/ / I I I 11 4 I 1 I \ \ \ \ 1 I I II I \ I \ I 1 I , \ l ,1 \\\ \ \ \\__\ -_\ \`\--'' '--- - - -- / , / / i FL S OC TED IN / I o / - 1 i� 1 I / , I ) i i I I I I I \ \ \ \ - / / ` 4�I'r// 1 I 1 \ EXI GRAVEL\DE WPT� 1 I I I I , I \ - ' / / / / / / / / FIVLD / !// Y / - / ' 000555 I I / / I I I 1 \ \ / 7 )/ / / / 1 I r I I ) , 1- / 48'\HDPE Cf� _SING \ I I I II I I I I I I I \ `\ `I \ \ / / / / / / / yg\' / / I / / ry. 1 1 / I 1 1 1 ,11 r l I I r I q� \ 1 I /, / 1 I 1 I l I r I I I 1 1 1 \ ` ' \----"-'------- / I / , / / / / I r I I, / / / M 1 I l 1� I / I FE< CE I I i 1 I I II=7b\5.8' / I I I I I I I I I I II I\ \ \ I ' \'\ `-- -- ' -------- I I / I / / / / / / / / / / / I Iv / I 1 I I / I I I\ 1\ \ I0-70'!.1' -\ I I I / I , I I I I 1 I I ) \ \) \\ \ �\- ( / I I ' \ I / / I / / I I \\ \I \ \\ / I / / / / / 1 \ I 1 I I I I / I I I _'--�----- I ` ,. 1 / I l l l l l / / / / I 1 \ I 'I \ L . , / I I / I / I / I \ I ' \ \ / I I / l l r / I l , /, I I ,� 1 I / 1 11 I A LENGTH�42' . I I I I I I I I I I I I A V `v / I l ',-; I l % I I / / / I I / l l I , I I II \ \ / _ \ \ I I I 'I '1 I I \ 11 11 I \ I II \ \ -,--- - a \ 1 I I- I 1 \ I I I \ \ \ 1 / / / I I / l , l ro I A I I I I I I ' ` I I I I V , 1 A A -- ------ ----- '' /— I I L I'. F D'STUf�BANCE APoEA: / I \ 1 I l I \ \ I \ 1 \ I I I I \ I 1 1 \ I I I _ ' __ - ----_� ` _� / ,/ / / I , I I I 1 I \ \ \ II / 1 3.I10 ACRES o / I I I ' 1 I 1I 1 1 I A I 1 11 / 'I \ 'I \I V ) I II / y7 I I J9 I I \ \ \ - /--- 1 \_\ 1 I I I I I I I 11 1 1 II 11 1 11 1- / 1 (_ .�'\` \ N I I 1 ' ' I \ \\ 1 \I \ \ \ \ I \ \\ \ I I \ \ \ \ I �% q I I \ \ I I 1 I \ \ \ \ \ i \ I I / \ \ I , \ \ \ I 1 \ \ \ /\ 1 1 I 11 � 1 1 I V ) 1 I 1 1 , I 1 I I I I I I \ ` I I 1 ` \ \ \ 1 I I ' I 1 I I / ' 1 / I \ \ \ `— \ -- a I I 1 I I i I 1 11 I \ \ \ \ I 1 \ \ \ ,- --- I II 1 1 1:•.. 1 1 1 \ ) \ \ 1 iy� I I l / II ` I I I \ ` ` \ 1 1 1 I I I / / I \ \ \ —�� \i— "--'-______ \ ' ) 1 1 1 \ I / I \ \ 1 1 \ 1 1 I 1 I 1 I , I // I 1 AI, ) I I 1 1 \ \ ,- / I I I I ., I: 'I I I\ \ , �I ' II \ ) ` 11 I 1i I i - i / Ii i \\ 1\ \ ' i I\ I I ST EAM �8U FED�,, I PE,,��, ALBE ABLE pIS 2 T TAL BUFFER \\\ \ \ \\_ --" 11 A 1 I A I /1 I A 1 II I II A' I 1 I / I I I A\ v\ 1 1 �1 A I I III t 1 F I (, 7v I IM , 1 ( Q 1 ) i 1 AI \V _w I I 1 I I \ I 1 I I I I / I I I \ I ,\ I I , I I / I I I I I I I I \ - -" ' / I I I I I A V I I I I I 1 I I I - I I ) v \ V A 1 1 V I A A ' I I / I 1 , I I I I I ' 1 ` �v A __ ---' /'- vv\ \ ,,- , _ ,i I V� I 1 I I .I 1 I I 1 \ V I 1 1 I I I / I I I \ -- _--- -- -- / I ' 1 V�I 11 I I I / ( \ ` 1 A ` \ ` I I' A / 1 , / I I A V ` I / 1 I I I 1 I I I / �1 �) 1 1 1 1 1 / 1 I , 1 / V v\ ------ '-- A\ \ F 4 I I I I I I I I I I I I A A I I I 1 I I / 1 I I I I I / ) 1 V A \ \ �`v A /- - )) I 1/ // I I ' 1 �`� I I I � I I I I I I I / \ \ \ l I I I 1 I I 1 I I I I I \ / I \ \ - \ ' \� / '� I \ \ \ I I \ \ ` 1_ /, I \ / / I I 1 / I 1 I 1 1 I 1 / \ \ \ 1 1 1 I I I / I I I I I I \ \ \ \ \ '-/ '' j I I '' N� I I I I I I I I I I I 1 / /1 `\ \ \ ) , I 1 1 1 1 , I I / \ \ 1 \\ \ ,__ / /' 1 I I �'i10 1 C I I I I I 1 I I I I I` ` I ( \ ,� 1 \ l I 1 I I 1 I 1 I I I ( I 1 \ \ - _------- \. I I I I I I I I I \/'' I \ \ I I I I / I 1 I I I \ \ \ I \ \\` \\ SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM U 3 Lic. .45183 W6 g1Isi23 4� o,, 8 s a toxnt VSMP PLAN FOR LOT A 13 BUNDORAN FARM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.07.08 REVISION: 1.2023.02.06 VSMP COMMENTS 2.2023.03.15 VSMP COMMENTS FILE NO. E&SC PLAN 22.032 I / I I �' I I I I I I I I I I , I, 1 I I I 1 1 , I I / , 1 I , I I I I \ \ I \ \ - - I I l / I I I r I I I I I I I I I / 'Y A, \ \ `\ 1 I I \ I I I r I ) / r I I I i I I \ \ I ` \ \ `. I `I�} /h�D I l I l l l I I l I 1 1 1 / i \ \ \ I I \ I I r l 1 I I I I \ ` \ \ I 1 / \ ,�/j�, I-- \\ V I I / / / I I I l l 1 I lI 111 \II 1 I_ / I I ' \`\ II \\ I \) - I I / I lI I I // l /I l / I I 1 \ II I1 j `\ \ \` \ ---'_^`\ '- - _----- .IY .J j - /ah2J.Ar O IIf 1 I l l / I I I I I / I 1 I I I r \ 11�1 I 1 1 I l I 1 1 , / / 1 I \ \ I \ , \ \ \ - ,� ! �,z, ) ' 1 / / I I I I 1 I 1 , 1 1 / I \ TI , I �I I / / 1 / / / I I \ 1 I \ / I \ _I I 1 I 1 1 \ \ I1 L� I `� 1 \ I / / / / \ I\ J / I ' I , ' I I 1 ( r I I r l , I // 1 I / r 1 ) 1 \__ 50 0 50 100 150 / i I z �. 'I 1 11 I I i i I i 11 l// I I I I I i 1)I / i i N I/ \\ 1 1 1/ I/1 I, 1// 1 // / i / / Il l \ \\-'---- --- ------ I II I 1 1 I \, 1 I I I 1 ! / / I I I I I I / /'' .�\- \ \ I 1 I i I I!! I///! I ,/ ! 1 ! 1. \ \. 1 \\ \\. Scale: 1"=50' T C7 0 1 6.0' SEEDLING 6. a' 6. a' SEEDLING 6.0' 4+ 0 1:)PLANTING PATTERN: 6' O.C. C8 Scale: 1"=6' LEGEND 100' BUFFER DISTURBANCE ++++ MITIGATION REPLANTING (INSIDE BUFFER) + + + STREAM BUFFER BUFFER AREA DISTURBED: 9,000 SF = 0.21 ACRES DISTURBED WITHIN 100' BUFFER MITIGATION PLANTING CALCULATIONS: 90.21 AC AREA DISTURBED WITHIN STREAM BUFFER 90.44 AC REQUIRED 2:1 RATIO REPLANTING AREA (2xO.21=0.44 AC) •O.21 AC AVAILABLE BUFFER REPLANTING AREA MITIGATION SOLUTION REQUIREMENTS: SEEDLING PLANTING FROM DCR RIPARIAN BUFFERS GUIDANCE MANUAL P.95 OPTION C, TABLE B: PLANT 1210 BARE ROOT SEEDLINGS/ACRE OF AVAILABLE REPLANTING AREA AT 6'x6' ON CENTER PLANT 242 SEEDLINGS IN 0.21 AC REPLANTING AREA. MITIGATION STRATEGY: PLANT 121OxO.21= 242 BARE ROOT SEEDLINGS IN THE MITIGATION REPLANTING AREA. SEEDLINGS CAN BE PURCHASED IN BULK FROM THE VA. DEPT. OF FORESTRY. (ESTIMATED $80/100 SEEDLINGS) SEEDLING PLANTING INSTRUCTIONS: PLANT 242 BARE ROOT SEEDLINGS AT 6'X'6 ON CENTER. MITIGATION SPECIES LOCATED IN LIST ON THE LEFT OF THESE NOTES. SPECIES WERE SELECTED FROM ALBEMARLE COUNTY APPROVED PLANTING LIST. CONTRACTOR CAN SUBSTITUTE SPECIES ONLY AFTER CONSULTING AN ARBORIST. CONTRACTOR SHALL BEGIN PLANTING AFTER EARTHWORK IS FINISHED AND SHALL COMPLETE PLANTINGS WITHIN 6 MONTHS OF THE FIRST BRIDGE CONSTRUCTION. SEEDLINGS SHALL BE PLANTED ACCORDING TO BEST PRACTICES AS SPECIFIED BY THE USDA MAINTENANCE INSTRUCTIONS: DEVELOPER SHALL ENTER INTO A 5—YEAR MAINTENANCE AND PERFORMANCE GUARANTEE, WHICH SHALL STIPULATE A MINIMUM SURVIVAL OF 600 PLANTS PER ACRE AFTER TWO (2) GROWING SEASONS. REQUIRED SURVIVAL FOR THIS PROJECT: 60OX0.21 = 126 PLANTS MITIGATION PLANTING LIST Planting Type Botanical Name Common Name Quantity Large Shade Tree Quercus bicolor Swamp White Oak 50 Large Shade Tree Quercus phellos Willow Oak 50 Large Shade Tree Acer rubro Red Maple 50 Large Shade Tree Betula nigra Riverbirch 50 Medium Shade Tree Amelanchier loevis Smooth Serviceberry 25 Medium Shade Tree Carpinus caroliniana American Hornbeam 25 BULK PURCHASE TOTAL 250 * ALL PLANTING SHALL BE BARE ROOT SEEDLING 10 LOD GRAV-tL DRWW, I O + n48"7os.8' HDPE cR-PS�ING \ = + + + Cl=705.1+ I I LENGTH=42\ x + I,I+ + + + I II \il I II �CPti l/ 00 II X' + + +I+ + + + I I 0 I ++ j I III I 1 + + + I 0.21 I cres I / I�I DISTURBANCE I�+ 1 + +, w+I �I + + +� r I !L r+Igo 2 MITIGATION PLAN C8 Scale: 1"=20' SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY —X —X —X —X [DRAWN TO SCALE] 3.02 CONSTRUCTION ENTRANCE CE 3.03 CONSTRUCTION ROAD STABILIZATION CRS 3.05 SILT FENCE SF 3.07 CULVERT INLET PROTECTION CI 3.09 TEMPORARY DIVERSIONS DD 3.13 TEMPORARY SEDIMENT TRAP ST 3.20 ROCK CHECK DAMS CD 3.31 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING PS 3.35 MULCH MU 3.39 DUST CONTROL DC CLEAR WATER DIVERSION CWD = LOD � LOD � LOD � LOD= LIMITS OF DISTURBANCE J I I I I 1 I I II WP`Q BUFFER (STREAM B�JFFER)\ \ \I \I I I 1 I \ I I I 1 I I I I g \ I I I I I I I I \ 1 I I I I II I I I I I \ I 1 Ili i � I i i i ll I LlyITS 0� DISTU \BANCE, \ \ I\ \ \\ 1 1 \ 1 I 1 1 \ I 1 I I I I \ I I I 1 I l \ I I \ \ I I I I I I I \ I I SHIMPI I I I ENGINEERING2. I I I I LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I 1 I I I I I 1 I I I I I II I II T I 1 Lic. .45183 1 \ SAONAL , \ I I \ \ 1 1 VSMP PLAN FOR \ I \ LOT A 13 BUNDORAN FARM I I I I ALBEMARLE COUNTY, VIRGINIA SUBMISSION: vI II 2022.07.08 1 I I \ I REVISION: I II II \ 1.2023.02.06 VSMP COMMENTS I, II 2.2023.03.15 VSMP COMMENTS 1 I FILE NO. MITIGATION PLAN 22.032 CONSTRUCTION OF A SILT FENCE 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) SILT FENCE SF C9 Not To Scale EC-3 OR SILT FENCE MATTING KEY IN 8" 10% SETTLEMENT �� 0.3' FREE BOARD, T 9" DEPTH W. 3:1 11 Vila [Ne111<4111 11161011hT18110#0410101 5 � CLEAN WATER DIVERSION (CWD C 9 Not To Scale Sediment Trap Design Data No. A B C HO(ft) H (ft.) Z (ft.) W(ft) DA Wet Vol. D1 Wet Vol. Cy Dry Vol. D2 Dry Vol. Cy Weir Length (Acs.) (Req.) (ft.) (prov.) (Req.) (ft.) (Prov.) (Prov.) 1 782.0 784.0 785.5 4.0 5.0 3.5 4.5 1.17 78.7 2.0 96.3 78.7 1.5 96.3 12.50 (EXCAVATED) 1/ \FILTER CLOTH \ ORIGINAL GROUND EL=C ELEV. 'SEE PLATE 3.13-1 COARSE AGGREGATE" CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) = 6 ' 1.17 ac = 7.02 ft 6 X DRAINAGE AREA (IN AC.) DIVERSION DIKE S)I �X COARSE AGGREGATE /� EXCAVATED ( FILTER CLOTH AREA as COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) STONE CONSTRUCTION ACCESS STONE CONSTRUCTION ACCESS -� 70' MIN. 3" SM-2A ASPHALT TOP COURSE 2% 2% �6" NI N. 2'A AGGREGATE BASE PROFILE 70' MIN. ASPHALT PAVED �� �WASHRACK PAVEMENTI EXISTING 2% PAVEMENT Nil ( - I I 27 12' MIN.* I *MUST EXTEND FULL WIDTH L-0 POSITIVE DRAINAGE OF INGRESS AND EGRESS TO SEDIMENT OPERATION TRAPPING DEVICE PLAN 12' MIN. POSITIVE DRAINAGE 2% TO SEDIMENT TRAPPING DEVICE FILTER CLOTHS -� SECTION A -A A minfinlun water tap of 1 inch must be installed with a ntinmmun 1 inch ballcock shutoff value supplying a wash hose with a diameter of 1.5 inches for adequate constant pressure. Wash water uH1st be carried away from the entrance to an approved Settling area to remove sediment. All sedunennt shall be prevented from entering stomn drains, ditches or watercom'ses. PAVED WASH RACK NO SCALE 2�PAVED CONSTRUCTION ENTRANCE (PCE) C9 Not To Scale 18" min. 4.5' min. ION DIKE Compacted Soil <-Flow s DIVERSION DIKE DD 29 Not To Scale l l l l S i 0I I PQOL DD' \ PR( H I t \\ FFE I i \\ ) I I I 0 1 1 \ \ \ \ \ \ \ TRAP DRAIN v EDIM DI�INAGE AREA \ \\ YARD C\pO \ \\ \ A = Y17 ACRES \\ \\ 0,0 \ \ \ \ \\ \ >y V\ <OO\� i CST \\ \\\ \ \ \ \ �O \r \ \ <0 \\ \\\ \ \ D \\ Q \ ,\ \\ \ / \\ f \\ \// \boa \ \ \ \WEIR LENG y \ \ \((PROVIDED) \ \ \ \ \ 12.50 FT v vv vV v� <OoIC��oo \V A\ \V A \\ °s V A A Q LIMITS OF DISTURBANCE I AREA: 3.10 AC / N '9p W \ 1 1 1 I I I R 0 CK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: FILTER CLOTH (OPTIONAL) VDOT #1 COARSE AGGREGATE FLOW (DOWNSTREAM VIEW) 2-10 ACRES OF DRAINAGE AREA: SOURCE: VA. DSWC 3' CLASS I RIPRAP PLATE. 3.20-1 3 ROCK CHECK DAM CD) C9 Not To Scale TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Application Dilution Type of Rate 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) 7:1 Coarse Spray 450 Acrylic Emulsion (Traffic) 3.5: l Coarse Spray 350 DUST CONTROL DC C9 Not To Scale TABLE 3.31-C TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE NORTH' SOUTHI, PLANT 3.. 5/1 g/15 2I15 5/1 9/1 SPECIES CHARACTERISTICS Acre Rr to to to to to W4130 8115 I1/1 4/30 9/1 11115 OATS 3 N. (up to 100 lbs., 216a. X - - X - - Use spring varieties (e.g., Noble). (Averse nova) not less than 50 IN.) RYE4 2 N. (up to 110 lbs., 2.5 IN. X - X X - X Use for We fell se.&.P, winter (Sa=ale cereal¢ not lase Wnn 50 IN.) cover. Tolerates cold and low moisnua. GERMAN MILLET 50 IN. appmx. 1 lb. - X - - X - Warm-uason amual. Dies at firer (Setam gnaw (rose May be added to summer mup. ANNUAL RYEGRASS° eO IN. 1'h IN. X - X X - X May N ddd m mixm. Will Lo( t;um multi aWL-) WEEPING 15 IN. 5% ou. - X - - X - Warm-seawn perewial. May LOVEGRASS bunch. Tolerates hot, dry slop. (Enamm is curvule and acid, infertile soils. May N addd to mix.. KOREAN 25 IN.appmx. Ph X X - X X - Warm seasoe amrual legume. IESPEDEZA` IN. Tolemt. acid soils. May be (Lamesim etioWec.) added to, mix.. a Northem Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. It Southern Piedmont and Coastal Plain. 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 Hp1 be planted between these dates. 0 w PIPE OUTLET CONDITIONS o% - ado (MIN.) - d SECTION A -A RLTER CLOTH KEY IN V-9% RECOMMENDED FOR ENURE PERIMETER 'IPE OUTLET TO WELL NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION DEFINED CHANNEL BASKET, OR CONCRETE. 2. Le. IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND . 3. d = 1.5 TIMES THE MAXIMUM STONSTONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Q10 (Cfs) La (ft) Do 3Do d5o depth W (Ft) Outlet (ft) (ft) (in) (in) (provided) Condition Outlet A 2.47 9.8 1.50 4.50 6.0 9.00 8.00 Channel Outlet B 4.40 9.8 1.50 4.50 6.0 9.00 8.00 Channel 4 U U'11E'J C 9 j Not To Scale SILT FENCE CULVERT INLET PROTECTION ENDWALL DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION 1.0' 1.5 1} Q' it FLOW la 2.5' *VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED tram VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 >> INLET PROCTION CIP C9 Not To Scale SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM UN�P Lic. .io 45183 11i23 4 ,o � VSMP PLAN FOR LOT A 13 BUNDORAN FARM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.07.08 REVISION: 1.2023.02.06 VSMP COMMENTS 2.2023.03.15 VSMP COMMENTS FILE NO. SITE DETAILS 22.032 8 TEMPORARY SEDIMENT TRAP ST C9 Not To Scale 9 SEDIMENT TRAP DETAIL ST 10 TEMPORARY SEEDING TS C9 Scale 1" = 30C9 Not To Scale C9