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Home My WebLink AboutWPO200800026 Plan - Submittal (First) 2008-03-17EROSION & SEDIMENT CONTROL PLAN FOR ADVANCE MILLS FARM LOT 14 PHASE I TM 20 PARCEL 6S WHITE HALL DISTRICT, ALBEMARLE COUNTY, VIRGINIA Fo 663 f.a 604 fl9� Fro s SITE] `a9P c o 664 6 ° �I o� 665 743 Eurlysville) 743 VICINITY MAP SCALE: 1" = 1000' CURRENT DEVELOPMENT ENGINEER FIRE OFFICIAL BUILDING OFFICIAL E1 COVER SHEET E2 EROSION & SEDIMENT CONTROL PLAN AND DETAILS SITE DATA: OWNER/DEVELOPER: John J. & Barbara E. Buckley 404 Carrsbrook Dr:' Charlottesville, VA 22901 a. a z a CD � w c' E- �w W vas z� w�a � O zz �wq O ova o �x � w w E- �(q z Q 0 PROJECT NO, 08.0062 DRAWING NO: E1 SHEET NO: 1 OF 2 DATE: 03-17-2008 to GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS �- -- 1' Is ti s GENERAL CONSTRUCTION NOTES I L. ,:� 1. The plan approving authority must be notified one week prior to the pre -construction - -- --- _-_! V Napo 5 5 1. Prior t0 any Construction Within any existing public right-of-way, including conference, one week prior to the commencement of land disturbing activity, and one week prior - V to the final inspection. 174.32' -- - - �, a connection to any existing road, a permit shall be obtained from the Virginia e 0 0 2. All erosion and sediment control measures will be constructed and maintained according to - ---- -- -- - Department of Transportation (VDOT). This plan as drawn may not accurately minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook \ S f 0 N reflect the requirements of the permit. Where any discrepancies occur the and Virginia Regulations 625-02-00 Erosion and Sediment Control Regulations. -- -- --- \\ ---�520-- e Y 3. All erosion and sediment control measures are to be placed prior to or as the first step in requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications 4. A copy of the approved erasion and sediment control plan slholl be maintained on the site at and standards of VDOT unless otherwise noted. all times. sp \ J - -- - 3. Erosion and siltation control measures shall be provided in accordance with the 5. Prior to commencing land disturbing activities in areas other than indicated on these plans approved erosion control plan and shall be installed prior to any clearing, grading (including, but not limited to, off -site borrow or waste areas), the contractor shall submit supplementary erasion control plan to the owner for review and approval by the plan or other construction. o \ o approving authority. S a a� - oc m 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 6. The contractor is responsible for installation of any additionail erosion control measures \ SO Pic s �s pX �p 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably necessary to prevent erosion and sedimentation as determined key the plan approving oa ar obtainable, lesser slopes of 3:1 or better are to be achieved. authority. 7. All disturbed areas are to drain to approved sediment control measures of all times during R, O 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the land disturbing activities and during site development until final stabilization is achieved. 9'0 *�_NLTH of opinion of the County Engineer, or designee, it is deemed necessary in order to 8 During dewatering operations, water will be pumped into an approved filtering deuce o o �P stabilize a drainage channel. 9. The contractor shall inspect all erosion control measures periodically and after each runoff 7. All traffic control signs shall conform with the Virginia Manua! for Uniform producing C TIMOTHY RAY MILLER? ra nfall event. Any necessary repairs or cleanup to maintain the effectiveness of o Traffic Control Devices. M the erosion control devices shall be made immedmtely, �n , $ �- Lic. N0. 30542 &SF` 8. Unless otherwise noted all concrete pipe Shall be reinforced concrete pipe - 10. All fill material to be taken from an approved, designated borrow area. 0 Class III. 11. All waste materials shall be taken to an approved waste area. Earth fill seall be inert --� r / Sd xl a \\ q� �'1 .09 9. All excavation for underground pipe installation must comply with OSHA materials only, free of roots, stumps, wood, rubbish, and other debris. h 5% 1 \\ of 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Standards for the Construction Industry (29 CFR Part 1926). Ordinance section 5.1.28. SS/ANAL I a 13. All inert materials shall be transported in compliance with section 13-301 of the Code of o LOT 14 `NEW 12' DRI AY y Albemarle. L / I 21.000 ACRES) 14. Borrow, fill or waste activity involving industrial -type power equipment sholl be limited to ' / I o jl I h PROPOSED 3,630 the hours of 7.00am to 9: OOpm. ! / I ! a DWELLING LOCATION \ Q w 70' MIN EXISTING 15. Borrow, fill or waste activity shall be conducted in a safe moons than maintains lateral LOT 13 PAVEMENT support, or order to minimize any hazard to persons, physical damage to adjacent land and 21.006 ACRES 1 r;l �� w 1 A 3' improvements, and damage to any public street because o slides, sinking, or collapse. r d 51 TM+20 Parced 6r� �1% \\ T 16. The developer shall reserve the right to install, maintain, remove or convert to permanent W. Mdl, stermwater management facilities where applicable all erosion control measures required m/f R '480` / �� V] Z' Jl 1 r R-R; - DB 2829 P9.� ! JRI F \\ MOUNTABLE BERM by this plan regardless of the sale of any lot, unit, building or other portion of the property. I Zoned: RA / `t --�_ \ Q. FILTER 6" MIN. A 17. Temporary stabilization shall be temporary seeding and mulr„hing. Seeding is to be at 75 I x (OPTIONAL) 25 Building Setlback Line (typ) ! ax d - -/S C/a '-' CLOTH Ibs/acre, and in the months of September to February to consist a 50/50 mix of Annual I R' _ m EXISTING SECTION C-C Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May n I n ° U W z GROUND through August to consist of German Millet. Straw mulch is to be applied at 80lbs/I00sf. 4, - - -------555'- Alternatives are subject to approved by the County erosion control inspector. o I SF X =v { q qa 18. Permanent stabilization shall be lime and fertilizer, permoneint seeding, and mulch.- 70' MIN Agricultural grade limestone shall be applied at 90lbs/I000sf, incorporated into the top 4-6 h I -550- 0 v inches of soil. Fertilizer shall be applied at 1000!bs/acre and consist of a 10-20-10 nutrient mix Permanent seeding shall be applied at 1801bs/acre and consist of 95% ,� Kentucky 31 or 0 m Tall Fescue and 0 5% Perennial Ryegrass or Kentucky Bluegrass, Straw mulch is to be - h540. 4S 0lb 550 Ol applied at 801bs/100sf. Alternatives are subject to approved by the County erosion control inspector.--545-' I rk o Z ca -EXISTING 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage cT- PAVEMENT S OF DISTURBANCE or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned so F _ when 50% of the wet storage volume is filled with sediment. All seeded areas are to be ) ( sc LIMITS VA Q Z C reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes - ------ vH / \ 1- 3 which are collecting sediment to half their height must be cleaned and repaired `� _ immediately. VDOT #1 ° _ 20. All temporary erasion and sediment control measures are to be removed within 30 days of ------ -- w. \ COARSE final site stabilization, when measures are no longer needed, subject to approval by the o 'AP LOCATION AGGREGATE County erosion control inspector. n - OF DRAINFIELD Z N 'MUST EXTEND FULL WIDTH --_--- r I - OF INGRESS AND EGRESS PLAN VIEW - z -- 3x A - - - Z E OPERATION . _ ` �,`- _ - .5 L 00 ACRES - CONSTRUCTION OF A SILT FENCE _ , t, /' F 2 12' MIN _ WITHOUT WIRE SUPPORT }y' - TM 20 Pdreed 6T - W a ( ) 2. EXCAVATE A 4" x 4" TRENCH - � \ \ � � - � -� - - d 1. SET THE STAKES UPSILOPE ALONG THE LINE OF - - n/f Advance Mills L212 TnisT _ - Q w 3" MIN STANCES. �--___„ - �', i 9 Zoned., RA'. - - - - --- - _ d.� _ 11 6 _ Drainage Easement 3" MIN MAX 2b - _L i i - - - Follows Center of Stream O w FILTER CLOTH SECTION A -A i_-'! _ -- 100 Building Ad Septic -' � -. - - Setback Line (typ) CONSTRUCTION ENTRANCIE (CE) E2 Not To Scale � �� i ��\\�\\�i --- \\ - - _ \ _ -_ j Z O E- 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT^c �.�` 495 TO STAKES AND EXTEND THE EXCAVATED SOIL o q6.\-\ .--a r--i C:)W LEGEND NTO THE TRENCH 480 485 w S O U r i -N E+ in W 500 Existing Elevation/Contour - 505 ^N`, • 9 u° \�N\ 490 _ U a Q C)50O Proposed Elevation/Contour j - - 510 �ry s �\\ 02 CONSTRUCTION CE -� .... - `t - \ d ENTRANCE j� 520 515 W 24 E- OS SILT FENCE SF „ ., \\ �' i` \\ P _ O ��, '/\��\\� r� j \\ __/\\/�\ice - - -- 530 -- - \ `\\x _ ! / Q �_' O i TEMPORARY O ® \\ \ /\\ \\\\\\= \ ` W O 31 SEEDING TS S \ \ \\/ \%\ y -- 5- S . h i Ti / Q Q4 � \ - - So \ \ , PERMENANT O 32 PS PS SHEET FLOW INSTALLATION \ 4 (� SEEDING (PERSPECTIVE VIEW) -- _ ' 'o o',,•, `\\`\'ys i0 MULCHING MU - U - 54 - \\ ` s Z w j5' 540-- \ \� \ 35 x. me o O A MAX A . - _. -- , \ �\\\\.._ \ 9s iL O SOURCE OF TOPOGRAPHY: \ \'; j\/ / 55 V `, o ... TM 20 Parcel 7A o `�\`\ a ce 5' Interval Albemarle County Topography & Grattan, George c ry Trustee o 0 POINT A SHOULD BE HIGHER THAN PAINT B. DB 1800 303 RA PROJECT No: o8.00s2 Field Survey By Dominion Development Resources, LLC. zonad DRAINAGEWAY INSTALLATION (FRONT ELEVATION) _ ! _ _ y \ N. _ r_nT. DRAWING N0: SOURCE OF BOUNDARY SURVEY: n Plat by Rivanna Engineering and Surveying Inc. L SILT FENCE DETAIL (SF) _ 100 0 100 200 '. 300 \ E7 Not To Scale pI SCALE: 1" = 100' SHEET N0: 2OF2 DATE: 03-17-2008