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HomeMy WebLinkAboutWPO202300020 Plan - VSMP 2023-03-24LEGEND EXISTING NEW 10 10 311.5 x x1� 311.5 TC x x1 311.5 TW x x1 311.5 BW x x1� X X -0- -0- m m OHU CHU UGU UGU OO q q _W W O O A GAS DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN SANITARY SEWER LATERAL WATER WATER LINE WATER METER WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE OWNER/DEVELOPER Third Mesa LLC P O Box 6551 Charlottesville, VA 22906 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434)227-5140 ZONING R6 - Residential Steep Slopes - Managed only AIA - Airport Impact Area DISTRICT Rio Magisterial District SOURCE OF TITLE DB 1385 PG 162 DB 1717 PG 240 DB 534 PG 154 (R.O.W. on Woodburn Road) SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary and Topography Provided by Foresight Survey, PC - Received March 17, 2023 NAD83 Virginia State Plane South & NAVD88 Vertical Datum Offsite Topography is Imported from LIDAR BENCHMARK Benchmarks are provided along Woodburn Road as shown: Benchmark #1: 563.81' Benchmark #2: 550.22' FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 04, 2005(Community Panel 51003CO280D) no portion of this property lies within the floodplain. RESERVOIR WATERSHED This site is within the South Fork Rivanna River Watershed This site is not within a public water supply watershed. WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. 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 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless 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 WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. EXISTING USE Two single family residential structures exist on the property. PROPOSED USE 26 Multi -Family Units LAND USE SCHEDULE EXISTING Area % Building 2,752 SF 1.8% Pavement 1,761 SF 1.2% Sidewalk 0 SF 0.0% Open space 147,152 SF 97.0% Total= 151,665 SF (3.481 ac.) PROPOSED Area % Building 13,851 SF 9.1% Pavement 21,176 SF 13.8% Sidewalk 4,585 SF 3.0% Open space 112,053 SF 74.1% Total= 151,665 SF (3.481 ac.) 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. 13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional requirements and permits for demolition projects. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. 2 lki iT FMAI ki VSMP PLAN FLATS County File Number Pending TAX MAP 45, PARCELS 81, 823 & 82A ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=1000' Walmart Supercenter Q 6`A SITE Jim Price Auto Group Q NNA o� Charlottesvii1eJ5 Bowlero Charlottesv111e Albemarle SPCA V Q DBURN DGE Lowe's Home + Improvement v I`r)�cr Q 29 Map provided by Google.com SHEETINDEX C1 COVER SHEET C2 EXISTING CONDITIONS C3 SITE PLAN C4 GRADING PLAN C5 UTILITY PLAN C6 UTILITY PROFILES C7 UTILITY PROFILES C8 EROSION & SEDIMENT CONTROL NARRATIVE C9 EROSION & SEDIMENT CONTROL PHASE 1 C10 EROSION & SEDIMENT CONTROL PHASE 2 C11 EROSION & SEDIMENT CONTROL PHASE 3 C12 EROSION & SEDIMENT CONTROL DETAILS C13 DRAINAGE AREA MAPS & CALCULATIONS C14 VRMM MAPS & CALCULATIONS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP PLAN BERKMAR FLATS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.23 REVISION: FILE NO. SITE PLAN 19.075 C1 ST \ _ \ STATE - UY'— Y ARV _ KOODBUOU'� 659 / \ \ ✓ ASSUMED LOCATION OF� 20' i \ J/ 55 0 \ / DEED BpTm'0 ROAD \ \ DB AND PG UNKN WN \ GW 4� \ ^-� OK 535, PAG —` - \ - \ N 56*15*12" E\ 86.53' \ N 5T03'47" E 73.09' BEP?l IMF FA NC ARK #2 _ STATE ROUg 659- @EHCHMA onL_Ww _w - -- - . _ �_ - . �_ . _ SURVE N WOODBURN ROAD - -- - - - Y CONTROL o"o� osu w - w - / N 6T15 j33" W - - - k ELEVATION 56y:81� owu w —w _ / ON = 550.22' I _ aiu� w -w��GG _ / / 24.25' I I / / ASPHALT 30' PRESCRIPTIVE EASEMENT �o� oNii� onu w w —w —w —vy!w —w —w —w —w —w —w —w —w —w �—w —w — � oHu� oFru� � _ — — — w -w —w w —w —w —w w —:—w 1—w —w —w —w —w �w — Gw —w —w —w —w —w — / � / �� s 15" CMP ` l _w_w \ — _ o"u�oHu� — — N 5615'12" E 61.08' IRF � — — — \ S60 D9;52'� ' — . — — —3' --Rtiu eu—oeu — �+u= GW. — / IRE ®23.05'- \ R517.-owu�-e�+u— _ 2736 PD �- f - 27' LEFT OF -LINETsir- - - - - \ 1,— �. 7' OF COR VERT-553. BX kc-8 - A768 45 N 56'3F5`52" INVERT=552 4' - \� BN65'35'OS"E �f----------------- \ PARCEL 04500-00-00-08200 lk \ N/F THIRD MESA, LLC INSTRUMENT 201800000274 (WITH PLAT) STATE HIGHWAY PLAT BOOK All, PAGES 69,70 & 176,177 hQ� / FOUNDATION TO BE VACATED BUILDING 0.778 ACRE I ZONED: R-6 . �o\ EXCAVATIPT I•°> 5. �� p \ / COVERED STEPS h O L O \ `co \ �\ / PORCH N 12.2' / r �F�TOI \ _`° \\ \ \ / 90°j/ IRE I' 28.0'#2175 FUEL ',pi, \ ONE STORY FRAME ON �? TANK I \ \ / POST \ CONCRETE WALL BASEMENT P MP 1 / \ R, \ \$` \ \ \ S 49'1T1 9.22' / LIGHT \ I I I I I I I 530 - A / 0 26.3' I I I I I /- O PARCEL 04500-00-00 �82AO Q<L° _� \ \ l I \ k` \ N/F THIRD MESA, LLC - --- / hh DEED BOOK 4841, PG 138 - _ STEPS COVERED \V A \ _ / / PORCH ST�HIGHWAY PLAT BOOK XIII, PAGES 69,70 & 176,177 R\P PLAT By COMMONWEALTH LAND SURVEYING, LLC DATED w \ \ 9y\ NOVEMBER 17, 2016 (UNKNOWN RECORDATION) \ 9� kc -0,199 ACRE I ZONED: R-6 TO BE VACATED 0��9� ( q\�2�?sy IRF`��\ I II Ir PARCEL 7 045 0 0/0-00-080/00VCDBURN ROAD gO° -- \\ EP'c1Ft'° / \' F9 s�`de/�✓ \ \ / / �//^ �x // / I I I I I / I I MOTEL &MANOR. LP NROMEN?0 x JEEDBOOK 1447PAGE �8 (PLAT) -�Ov1.11 ACRES (RECORD) ZONED: R -6 �SHIMP PPGY, \,P�2-°pR�l / \I \ \ fix, l l l I / ENGINEERING \\( IRF \ \ \ \ — — — — — _ / / // GH EINCLOSU E GE LAND PLANNING -PROJECT MANAGEMENT 912 E. 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WV)®� \ , — / / / / , / / / / / — _ — — —�� — ALBEMARLE COUNTY, VIRGINIA WS AGRE (R��D) �i ' \ \ \ �, \ / / I � - ,,, 0�5SUBMISSION: \`A- - 540 J�7• \ / / // / / / / / // / // / / f /��� N � , � 2023.03.23 SEME 8 p45P`NE MEEHPN N \\ \ IRF \ / / / / / ,/ `\NE EP PGE 48 - - - - - - GEV// ,/� REVISION: / \ N/ GEAR\G 022000 PUAZ1 / \ 2 / / EE . F HPRD p7g2 \ _ \ O AICBEMARLE' COUNTY D GEORUMEN p2�,�O01" 1B ZONED' �_6 \ �= , \ \ \ \ \ 4 AS� / / MANAGED/ SLOPES I l l / / / / D - i \ \ \ \ gUMEN� 2 pRDi\` o F / / / �\ IRE s / / / / /' WV p95 p�RE (RAG, SSER � � / I / / i GRESE sT)P°s / \ v / � � �- A Gay •s? �� � �/ �� p,1"K Ag11• 4 C31183„W / 31'2 � / FILE N0. �19.075 ��t \ Bs38 / /— / OPEN SPACE A A \ �Fi/,A - - - �\ ...`,� 5g0 /i '� i . ,,- 4p3 ,--- - / F''AR�CEL 045A1 00 00 OOOAO\ \ \ �6� �' \ \ 9J i FtOV�R1VE / \ _ / N/F BER1CMAR DEVELOPMENT, LLC \ \ \ / / . ,'"'t :,;. ,� Sj KMP•R D 11P, 48$ \ J / i EXISTING CONDITIONS INSTRUMENT 202T90017786 (SUBDIVISION PLAT) \ \ �� ® �2 8 g0 pP - \ \\ \ \ \ \ INSTRUMENT 2021021916261 (EASEMENT PLAT) \ OE 6 K 13 \ \ \ \ A \ \ \ \ 0.608 ACRE (RECORD). ZONED: R-6 Ell- -IRF \ SANITARY MADNlb 40 PP27. i. -Scal es„-20' INV N 59.08' (BP I \\l C ` INV OUT=508( S1. STATE R I �c AR _ WOODBURN Rp659 ASSUMED LOCATION OF� FA�FNKNT DEED BOOK 535, p GE 2 4�--- N 5615'12" E 86.53' DB AND PG UNKN WN N 5T03'47" E 73.09' BENCHMARK //2 STATE ROUSE 659 BENCHMARI 9 o�w�� w w - - - - - - - LIMITS OF DIS BAN E = 2.AC- - - SUgVEY ONTROL NAu - WOODBURN ROAD Y. CONTROL oHu w w N 6715'33" W �L�VATION = 550.22' 30' PRESCRIPTIVE EASEMENT Qsc� ELEVATION = 563,81- oHu�OHU -= �LOD LOD LOD LOD LOD LOD LOD - 24 2$' 10' PUBLIC TER EASEMENT \ \` oMu�oHu w-w-w-w-w-w-w-w-w-w-w-w-w� w-w-w war- LOD LOD ��LODLOD� -w- \ `\�Y oqu w -w -w -w w Tw T �� ° -' T _ o"u�OHU� N 56'15'12" E 61.08' IRF F N H - - ,7�-����� / o '° -onu ° _ - -�HuuN 9Hu-oeu-oeu oeu oeu o q� ®ITC 1 W/ EC-2 MATTING IRF ®23.05' ° / \ a- ° 2T LEFT OF LINE \ \ R517,1p' 1.77' 0 CORN R / A168.45' N 6'352 E C167,70' \ \ 22 5' 65-3 / $ _______ - -,r �U-------�P--- -� ----,R P--- 10' PUBLIC WATER EASEMENT r 1r-J �-� ^''' L- r----�r-------- Q'c\ I II / I UNIT 1 UNIT 3 UNIT 5 IIII UNIT 7II UNIT 9 IIIUNIT 11 UNIT 13 II / II II 11 II \ I FEE 567.00 FFE 566.50 FFE 565.00 FFE 565.00 FFE 565.00 FFE 565.00 FFE 563.00 1 UNIT 15 III UNIT 17 UNIT 19 UNIT 21 UNIT 23 I I UNIT 25 I UNIT 27 - / ? �\ •,; FFE 560.50 FFE 559.00 FFE 559.00 FEE 559.00 11 FFE 559.00 11 FFE 557.00 FFE 555.00 \ \ \ - - - - - - - - - �iS. I 1 .., II 11 II II I1 11 1 \ •.�. .• x 1 1 I I I I I I L `� ., - A by P / ! 4"c I UNIT 2 11 UNIT 4 11 UNIT 6 II UNIT 8 UNIT 10 11 UNIT 12 II UNIT 14 1 UNIT i6 11 UNIT 18 I1 UNIT 20 II UNIT 22 UNIT 24 UNIT 26 UNIT 28- o"BFE 556.00 BEE 555.50 j BEE 554.00 11 BFE 554.00 111 BFE 554.00 I I BFE 554.00 11 BEE 552.00 1 n n; BEE 549.50 11 BFE 548.00 BEE 548.00 BFE 548.00 1 BFE 548.00 BFE 546.00 11 BFE 544.00- ` °1�`0 'V ys i 1 ! -� 11 r- j 11 1 •. .. 1 III 1 -� 1111 r- 1 11 l i 1 v - - -- -� F L----J L---- L----J L----_J L -J - L----J �p1 L----J L----J L----J a• S 'O , .;� � 'ia. •$ S10WA D aii O\ e \\\, CG 2No ADA F A PARKIN } * ADA PARKIN \ !$ \ SIG SIGN \ \ 14 SPACES \ \ 15 SPACES :.•; � \\\\�\\ p. NEW 20' PUBLIC SANITARY EASEMENT 34 SPACES \ \ \ \ \ / / O NO O '\ \ �O s0.1� °sc \\ \\ \\\ LA !$ \ \\ / c\\N��Oc\'(`ROGO / .\ \s•;o0y2 IR \,O�y�G9/ `� PARCEL 04500-00-00-08000 9 \6�yn 00 \\ \ O 2187 WOODBURN ROAD ,r t°` ` I \ N/F RIDGEWOOD MOTEL &MANOR, LP yP Sc' eo $ x LOD ` \ �\ \5 INSTRUMENT 201900004305 gP Gpi000g0 `eE0• / / \ \ c",G ` /� ^ x ` \\ \\ \\ \� 1.116 ACRES (RECORD) ZONED: R-6 SHIMP 6 0 / \\ DEED BOOK 1447, PAGE 668 PLAT GEL O E��O� `LO �003� ,I-p� / \ \ '� e0o c9 �' ` 4OQ \\ \ \ \F`�, 1�00�k \� ENGINEERING ` \ \ )�A LAND PLANNING - PROJECT MANAGEMENT `!� \� $ CHAIN FENCE <pQ` \ \\, IRF C O c / ENCLOSURE (� \ \ y \\ \ o, 2 O 00`� 4sc 8 ` \ \ \ \ 912 E. HIGH ST. 494.227.5140 P1�SP�(P 000,\1p5 IPLP'(lR�g ,\\ / 40'D CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM � / / PRG� PRgPRN� 2020o0'��g-�ONF'D / / \•� • / •\ \ \ \ `�\qyo oo^ �4) � / / O \ I I / N IFS RN 2°R\'\ - PARCEL 04500-00-00-08100 `<<b UMF RE GpLOD LOD 2175 WOODBURN ROAD N/F THIRD MESA, LLC `zcb LOD LOD LOD LOD �.LOD L00 LOD LOD - LDD DEED DEEDBOOK BOOK 4841, PAGE P4123(PLAT) � / /� I TH STATE HIGHWAY PLAT BOOK XIII, PAGES 69,79,176,177 r' / / $ �z NEW VAR ABLE WIDTH PUBLIC vo- � 00 p2Tpp0 \ `% 2.646 ACRES I ZONED: R-6 ,� , C G c TOR WATER FACILITY _PPRGE` 045g1 ONY A- PRDGN \ �0�� \ 1 c^ A�\IT NANCE EASEMENT.. O UR RD\N LIMITS OF DISTURBANCE = 2.54 AC , _ / F (R <E E °05jg8 \\\ �S. moo. '0c F� ,' I V ] SHI / \ NI & gR\E NT 2022OD,B6 `PLPT)R,6 \ '•`y \ v/ ' / I Li .45 \ \NS"(RUM,�2p210°017 ZONED' //'{` IRF d° S9 {�, �� \ ,��� I I 1NS1RC EENCREpORpi \ 9C ii9�\ gP�\/,/ / Yi c �O O�P , \ \ y7i \ �`/��`. \ QJe�cA/� �� ��S ONAL BAG G 28 ' T PPRGE AN\ p' M\( NE`NORR\"j99 \ \ �O?y9 N� & GPRYNTjo022°0�g6 (PLPTiR.6\ \ OOOntn \ POUF QPG \NSTRUME 2p2100011 ZONED' �/ 1 '\ �6+ F,9 , A� NSZRUMENCREGORDi 1 I I ' \ 2�� f�� \ / / J I � VSMP PLAN ' 0.0"l3 PGRE i�� N� F1NSNSTRU2P000 00&45P-,ED ` \ \ \\ \ y�, „A„ \/ '�• / \ I I BERKMAR FLATS W PBRUCIL pEDR022OSPE 0000I() 6 R,Bp. WMPUMEW201"IS�2?)0p1pN RUMEN EpORDi � � � � ✓ �h �WV�® \\ I � � PUgUG W\DSH\ \ ALBEMARLE COUNTY, VIRGINIA Ew vPR\PgL EPSE�ENS' SUBMISSION: vS'P I sA 2023.03.23o 045P�,�REVISION: UMEEIRF 9PEE17 0P PMo2Pj� ALBEMARLE COUNTY 2wM7TB MANAGED SLOPES p�0D0ZONED' -------------------- \NSIRUMEN�REGORD� �� IRF �` I I I / �cA "W g5 PCRE voo G OAIVR o /- f/ �� U & c 'A. 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CONTROL °N0 w oHo w �w11 IN 67'15'33" W LIMITS OF DIS BAN E = 2.34�CE�pNNECT WATER LATERALS Tom— E[EVATION = 550.22' WOODBURN ROAD ELEVATION 96-e.8-1_ avu '' —w!LOD LOD NEW " CORP STOP (TYP.) NEW "TYPE I� COP ER EXISTING WATER LINE 30' PRESCRIPTIVE EASEMENT a �� U� w —w _w LOD LOD LOD LOD LOD 24.25' nvra L6bY LOD LOD 10' PUBLIC TER EASEMENT \ \ • osu� w_w—w - --- � NEW �" CORP STOP (TYP.) � oHu oHu �w —w —w —w i _w —w _ , ` _ — www ww w�Ww —w —w —w w w—w w�"`�w yv T - - -� -_ ' , � oHu � oHu 49 2" H � - — - —�-� - -• - — � o"u�onu j N 56.1512"•E 61.08' IRF —f�zuN qHu OHU oHU—JPHU OHU� - I' \\� IRE @ 23.05' // \ c \. _.— R517�7 � b �— d—a"°'T— _ 3'2�3 — I BMX TPD p— 27' LEFT OF LINE NEW TYPE K COPPER L'-T8T98' I..i 1.—.i `_ \� r 0 1.77' CORN R MIN. 3.5' COVER (TYP.) Al N 6'3h2" E / \ \ NEW J" METER (TYP.) 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LOD LOD Lot)DEED DBOOK EED 6114 3OOK 4PAGE841, P4123(PLAT) \ / STATE HIGHWAY PLAT BOOK XIII, PAGES 69,79,176,177 / \ \ \ / NE V R ABLE WIDTH PUBLIC / / `� � p0 02-1000 \ \ o� 2.646 ACRES I ZONED: R-6 y\ L p45A1'00-0 HPRD\NG \ \ �o�\ c\ LIMITS OF DISTURBANCE = 2.54 AC 1 / \ / — R WATER FACILITY / RGE URG D\N \ ,\ TENANCE EASEMENT, PP 1R0Y 6 11 HPR°5798 .. \ N/F& g3?, 1L2020000g6 NS1R RE 20200 1 WIDE RIP -RAP ARMORED 51RUMEp(R EM GENCY SPILLWAY408 JELE 521.00 Y P1 28 00 NORR\5 \ .� yJ, \ N1� T PPRGE AN1TA M.� NELN°RR1�g9 \.\ 20?�y9y \ ��cA / �`L6 ry - c•, \ X_\l 0°o"1 Cp 6� PGEEO QO� 66 \ 5 o2zpLP1) O ' \ 0000F \ 9, \ e GP Y \ N\N& RENT 202)u.p1;2aZ0NED R 6 \N51RUM "A" � w � W I 8 Si ' > o � L� � � -?} 5 F 0 2 p0 < �( L01_0�,00,02MAR\ 11P A V \ NE I MH 1 EV 53 _ 2 pPROEL °UR115 gP� EY & 0 r I cs-3600 SF DETENTION POND /�°° B1 gRUGE GDUR\P gP-708 `Pt� \ .\ /• .y r. \ g BOTTOM ELEV. 517.50 \ '�" '.. F E 20220000P I N/ 1RUMENI 10op1j(? 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP PLAN BERKMAR FLATS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.23 REVISION: FILE NO. \ 20, \ / 19.075 OPEN SPACE A \ 00>s�F \ TOI• \ 03 PARCEL 045A1-00-00-000A0 \ �'6y�' 9!J i .� ROV pRNE Y / N/F BERKMAR DEVELOPMENT, LLC \ UTILITY PLAN 5'(P P WA q68 INSTRUMENT 202100017786 (SUBDIVISION PLAT) \\ \ BRR1cM RPOE \ INSTRUMENT 202100016261 (EASEMENT PLAT) 0.608 ACRE (RECORD) ZONED: R-6 \ \ \ \ 2 / SANITARY MANHOLE �� / 0 20 40 60\ A TOP VC, N ) i C INV IN=519.08' (8" PVC, NW),/ \ ems' � Scale: 1"=20' INV OUT=508.88' (8" DI, �r STATE \ $ 0Ho� wh ARV - \ _ W00 Q�RUTE 659 I / \ \'� ASSUMED LOCATION OF� 20' c � DEED, B00 N ROgp \ \ DB AND PG UNKN WIN \ \ \$c o-w- K 535, pAGF�GE 2�- - _ \S _ - - _ \ N 56'15'12" E .86.53' \ N 57'03'47" E 73.09' SBENC UAVE ARK #2 STATE ROUE 659 \ - CONTROL NAIL Y CONTROL w - NEW CORP STOP (TYPI,) NEW 3" TYPEI COP ER CONNECT WATER LATERALS TO 34��- ON = 550.22' I 1 \ c \ �o w , oHu u w -w LOD LOD — LOD — / N 6T15'24 2W ::LIMITSNEW40F DIS BAN E = 2•/ EXISTING WATER LINE 30' PRESCRIPTIVE OREA EASEMENT J \ $ ELEVATION = 5&3.81_ 01{u w L� U� LO LOD L/" ygp LOD 10' PUBLIC TER SEMENT \ \ . 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C167.70' 22 5' \ Ln NEW " MET R (TYP.) / / \ - - - - -- \ / I/ \ \ Ir J\✓/ ,\ \\\ \\/1 \\\ \ i \ \\� \\\\ \\` \ \\ \ \ \ A�IjA�- i`R. ��` �c\ c � \ IV \ �IIIII ------ _ III1I r- - 1II1�I11 -- ��I1II�rI11 -------�1I11I�III -----� 1Ir - 1I �t•�:54 �': t... `' IIZ�I - f----�Ir\\10PGB6LC W EASEMENT - -- -__ --- L / _ /, UNIT 1 UNIT 3 UNIT 5 UNIT 7 UNIT 9 UNIT 11 IUNIT 13 II FIFE 565.00 FIFE 565.00 II FEE 565.00 FEE 563.00 UNUNIT 25 1 54 FIFE 557r60 1II FEs --- � -- - � - -FIFE 567.00 FEE 566.50 FEE 565.00 I5 9 UNIT 27/ $ F00 FFE I5/.E 559.00 FE 900 FFE vo.-/ -"- — -V - FEE \_ _ \/A _ 8 O p II ` Q'c \ UNIT 2 11 \ UNIT 4 UNIT 6 UNIT 8 1111 UNIT 10 UNIT 12 UNIT 14 11 ?: UNIT 16 UNIT 18 11 UN`T 20 UN+T 22 1I UNIT 24 ,C1NIT 26 UNIT 28/ BF 555.50 1111 BFE 554.00 BFE 554.00 BEE 554.00 BFE 554.00 BFE 552.00 '[n;n:; BFE 549.50 BFE 548.00 BFE 548.00 BFE 548.00 B E 548.00 E 546.00 BFE 544/00- �• BEE 556.00 - - / = �L---�--- i1 ---I�— r / �/ / �s: \----J- - --------- T \ - �� i_ ---- ----J I - < / � 48 \ Oo. \ \ \00 50 IiI 4g V) cn cn CG 2 - cn 023� is 7 cn U) .• U) G-2 In ..•I ,.• / / \ \\ / \ ` I I \ DA $. 8 47 / I Ir SIG, 1` SIIN PARKIN .�f AIpA ARICIN GG e I / S4 \ 4 SPACES 0 5 4 7� 47�s N- rLN' / IRP� / I I S3 I � �� ` I / ��\ A \ v N 09 7/ - I 4 � � � 530 ��'� `oo` -� NEW 20' PUBLIC SANIT RY EASEMENT 34 SPACES \\$ 48 \\� I / / I ye0oc \ 4 zs / /o.<oa \c \ A2 \ti 54vo ;au' q �$ eNl� ���N� 2GORD � � �•\ •\a0af,9/ IR 21875 0 00- 00-08000PARCEL 04ODBURNROAD 0MOTEL & MANOR, LP LOD — — INSTR MENT 201900004,305 i �p 1 p 0 O'1�9,6\R'6 \ `� �` \ ` \ / //max �x�[4 l I I ONSPE� �0��0 ,509 SON \ / y� \ / / g/� `[� / / I \ GEED B00 (RECORD) ) E E 8 (PLAT) \� �z 1.11� ACRES (RECORD) � ZONED: R-6 / PPR�PR J�F�OtiL°Ol \ \• I \' \ \ / / / / / / / / / / I I i / \C�S'CPG�F, / / \. \• `0'SCHAINLINK FFNCE [� IRF ENCLOSURE b A\�b 34 ?\j, / / ���• \ \ \\��� \ / / / \ [cb`'/ s2 / yo �V n ro / LOD / / PARCEL 04500-00-Oy(,08100 h �oD / / 2175 WOODS ROAD �z / \'\ \[��LOD� LOD EDFBOOKD4M41APGL 38 4>� o \ \ O / - \ \ LOD Lao LOD �, LOD / DEEP' BOOK 1403 PAGE 412 (PL/AT) a 7 / i \ \ \ /STATE HIGHWAY PLAT B� XIII, PAGES 69,79,176,17-1 / $ / ABLE/ WIDTH PUBLIC I \ p00 \ 2.646 ACR S I ZONED R-6 k\ NE V E A ER FACILIT I ° oo—p0 °ROWG \ \ \ \\ $ \ ------ / ll/ / / / // /� // // Tt �CEEASEM�T. 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OPEN SPACE A \ FAR�CEL 045A1 00 00 OOOAO\ N/F BE'RKMAR DEVELOPMENT, LLC 5'CP KMPR y99 Ag8 IIINSTRUMENTSTRUMENT 22021ON16261 (SUBDIVISION (EASEMENT PL)AT)\ \ v \V Bg0 K AggO, RNOR \ \ A \ V V608 ACRE (RECO k' I ZONED: R-6 20 0 20 4q 60 SANITARY MAW+Oar INV N 519.08' (8"1 27,55: j i �- Sca12: 20' INV OUT=508.88' (Dh SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM BERKMAR FLATS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.23 REVISION: FILE NO. GRADING PLAN 19.075 570 565 560 555 550 545 540 535 530 525 520 515 510 505 500 495 545 540 535 530 525 520 515 510 505 500 495 490 01 AO Al A2 570 565 5t 560 0 a 555 OPOSED GRADE N 550 545 DPE @ 4.12% 540 535 0 530 525 520 0 0 0 > w> > > - - 515 510 505 500 495 50 10+00 10+50 11+00 11+50 12+00 12+50 13+04090 1 ) STORM PROFILE AO - A2 C6 HORIZONTAL SCALE: 1"=20', VERTICAL SCALE: 1"=10 545 540 535 530 525 520 515 510 505 500 495 490 00 TOP OF STONE 518.00 BOTTOM OF PON 517.50— ANTI -VORTEX TRASH RACK TOP OF 36" STANDPIPE ELEV. 520.50 4" CONTROL ORIFICE W/ DEBRIS CAGE INV. 519.33 2" CONTROL ORIFICE W/ DEBRIS CAGE 3 STANDPIPE DETAIL C6 SCALE: 1"=2' SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP PLAN BERKMAR FLATS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.23 REVISION: FILE NO. 2 � STORM PROFILE BO - B1 C6 HORIZONTAL SCALE: 1"=20', VERTICAL SCALE: 1"=10' UTILITY PROFILES 19.075 99 570 565 560 555 550 545 540 535 530 525 520 515 510 505 500 495 490 A SO S1 S2 S3 z' Y Q 0 n rn 0 0 N v~i w 0 a o EXISTING GRADE - � � O F g" SDR i2B118 g" SDR-2 © 5.0% LF 8 -1-07 N m 0 _S � �w cn o � ��a �n� roI-Z _ �?z o _ 00�z 0 p - 3 w z z j — Izz z Z — If Y 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 S4 570 565 YEXISTING GRADE 560 ol GRAUL HHUPOSED 555 / 550 545 ° 540 ° ° 535 0 530 525 520 515 n 510 0 Q Z 505 z z zQ z z z z z z z z z Q Q Q Q > > > ° z Z - Z ° Z IIZ ° Z Z ° Z ° z ° Z z Z w 500 z a 495 Y 490 4 5 14+UU 14+5U � SANITARY SEWER PROFILE SO-S4 C] HORIZONTAL SCALE: 1"=20', VERTICAL SCALE: 1"=10' 15+UU 15+5U 1b+UU 1b+5U 17+0� 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP PLAN BERKMAR FLATS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.23 REVISION: FILE NO. 19.075 UTILITY PROFILES C7_ PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO BUILD A 28-UNIT RESIDENTIAL DEVELOPMENT WITH ONSITE PARKING. THE TOTAL AREA OF DISTURBANCE IS 2.54 ACRES. THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES: 1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE EROSION & SEDIMENT CONTROL PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION & SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. 2. INSTALLATION OF TEMPORARY AND 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. 5. CONSTRUCTION OF DRIVEWAY, SIDEWALKS, AND BUILDING PADS AS SHOWN ON THE SITE PLAN. EXISTING SITE CONDITIONS THE SITE IS A PREVIOUSLY DEVELOPED LOT WITH AN EXISTING SINGLE-FAMILY HOME AND IS MOSTLY WOODED. ADJACENT PROPERTIES THIS IS BOUND TO THE NORTH BY WOODBURN ROAD, TO THE EAST BY A WOODED LOT, TO THE WEST BY A NEW SINGLE-FAMILY RESIDENTIAL DEVELOPMENT, AND TO THE SOUTH BY BERKMAR DRIVE. OFF -SITE AREAS ANY OFFSITE ACTIVITIES WILL BE FROM SITES WITH APPROVED EROSION CONTROL PLANS. NO OFFSITE DISTURBANCE ANTICIPATED. OFFSITE DISPOSAL OF SPOILS MAY BE REQUIRED. SOILS THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON NRCS SOIL MAPS FOR ALBEMARLE COUNTY VIRGINIA: FAIRVIEW SANDY LOAM, 2 TO 7 PERCENT SLOPES - HSG B ELIOAK LOAM, 7 TO 15 PERCENT SLOPES - HSG B GLENELG LOAM, 15 TO 25 PERCENT SLOPES - HSG B CRITICAL EROSION AREAS MANAGED SLOPES WERE IDENTIFIED ON THE PROPERTY ALONG BERKMAR DRIVE AND ARE NOT WITHIN THE LIMITS OF DISTURBANCE. RESPONSIBLE LAND DISTURBER: TBD EROSION & SEDIMENT CONTROLS UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS AS SET FORTH IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION. THE MINIMUM STANDARDS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY VARIANCE. CONSTRUCTION ENTRANCE (PCE) - 3.02 INSTALL AND MAINTAIN A CONSTRUCTION ENTRANCE, AS NECESSARY, THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.02 AND CONFORMS WITH THE REQUIREMENTS OF THE EROSION & SEDIMENT CONTROL PLAN. 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. INLET PROTECTION (IP) - 3.07 INLET PROTECTION MEASURES AROUND THE NEW INLETS SHALL BE PROVIDED IN ACCORDANCE WITH STD. AND SPEC 3.07. SILT FENCE OR TEMPORARY STONE APPLICATIONS SHALL BE APPLIED AS APPROPRIATE FOR CURRENT GRADE CONDITIONS. TEMPORARY DIVERSION DIKE (DID) - 3.09 A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM, UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STD. AND SPEC. 3.09. TEMPORARY DIVERSION (DV) - 3.12 A PERMANENT CHANNEL WITH A RIDGE ON THE LOWER SIDE CONSTRUCTED ACROSS A SLOPE TO REDUCE SLOPE LENGTH AND INTERCEPT AND DIVERT STORMWATER RUNOFF TO A STABILIZED OUTLET AT NON -EROSIVE VELOCITIES. STD. AND SPEC. 3.12. 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. STD. AND SPEC. 3.13. 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. 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. 1992 3.32 TARI.E SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total lbs. - Commercial or Residential 175-2W the. - Kentucky 31 or Turf -Type Tell Fescue 95-100% - Improved Perennial Ryegrass 0-5% - Kentucky Bluegrass 0.5% Hivb-Mainenanre Lawn 200.250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 100% General Slope (3-1 or lessl - Kentucky 31 Fescue 128 lbs. - Red Top GTM 21bs. - Seasonal Nurse Crop' 20 Ina. 5016s. Low -Ma Stan, f5teeuer than 3:11 Kentucky 31 Fescue 1081bs. - Red Top Gress 2lbs. - Seasonal Nurse Crop ' 201bs. - Crownvetch " 201bsi, 150 it ' Use seasonal nurse cmp in accordance with seeding dates as stated below: February 16th through April ............... _ ..... Annual Rye May 1st thmugL August Pith ..................... Facrail Millet August 16th through October ...................... Annual Rye November through February 15th................... Winter Rye " Substitute Sericea lespedera for Crownvetch east of Farmville, Va. (May through September use haled Sericea, all other periods, use unbolted Sericea). If Flamm is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Imegmss may he added to any slope or lowmaintenancemix during warmer seeding periods; add 10-20 lbs./acre in mires. ID - 303 PERMANENT C8 Not To Scale SEEDING (PS 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. 8. CONTRACTOR SHALL ADJUST ALL APPURTENANCES AS REQUIRED TO MATCH NEW GRADES. THE EXACT LOCATION OF APPURTENANCES SHALL BE COORDINATED WITH THE OWNER. 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 THE CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR THAT MAY EXIST. 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. EROSION & SEDIMENT CONTROL PERMITTING 1. 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. L• •�111� � 11G\� 11 ► � SWIM QUANTITY: SITE RUNOFF IS MANAGED BY A DETENTION POND WHICH WILL RELEASE RUNOFF AT RATES THAT COMPLY WITH 9VAC25-870-66.B.3 AND 9VAC25-870-66.D THROUGH MEETING THE ENERGY BALANCE EQUATION. THIS PROJECT WILL DISTURB AN AREA OF 2.54 ACRES WHERE ALL NEW IMPERVIOUS SURFACE RUNOFF WILL BE ROUTED TO A DETENTION POND. SWM QUALITY: STORMWATER QUALITY COMPLIES WITH 9VAC25-870-65 THROUGH THE PURCHASE OF NUTRIENT CREDITS THAT MEETS THE TP LOAD REDUCTION REQUIRED BY THE VRRM NEW DEVELOPMENT COMPLIANCE SPREADSHEET. THE TOTAL LOAD REDUCTION REQUIRED IS 1.57 LB/YR 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: 7:1_Go 1. INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 3. INSTALL PERIMETER SILT FENCE AS SHOWN. 4. INSTALL SEDIMENT TRAP. 5. INSTALL PHASE 1 DIVERSIONS AND DIVERSION DIKES. 6. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 7. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING. PHASE 2 1. INSTALL PHASE 2 CONSTRUCTION ENTRANCE AND REMOVE PHASE 1 ENTRANCE. 2. BEGIN GRADING FOR ROAD, PAVED AREAS, AND BUILDING. 3. INSTALL PHASE 2 DIVERSIONS. 4. AS STORM STRUCTURES ARE INSTALLED, PROVIDE INLET AND OUTLET PROTECTION. 5. BRING AREAS TO GRADE AND STABILIZE SLOPES ALONG ROAD SHOULDERS. 6. APPLY TEMPORARY SEEDING, MULCHING, AND PERMANENT SEEDING AS AREAS ARE STABLILZED. PHASE 3 1. CLEAN OUT SEDIMENT AND DEBRIS FROM ALL STORM INLETS AND OUTLETS. 2. CONVERT SEDIMENT TRAP TO PERMANENT DETENTION POND ONCE ALL UPSTREAM AREAS ARE STABILIZED. EXCAVATE BOTTOM OF SEDIMENT TRAP TO REMOVE SEDIMENT AND SATURATED AREAS. EXCAVATED MATERIAL SHALL BE ADEQUATELY DISPOSED OF. 3. ONCE ALL AREAS ARE STABILIZED, CONTACT ALBEMARLE COUNTY FOR INSPECTION PRIOR TO REMOVAL OF PERIMETER CONTROLS. 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. 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. 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 7 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 city 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 outfoll device or system device shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 7. CUT AND FILL SLOPES: Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. & CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES: Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. 9.WATER SEEPS FROM A SLOPE FACE: Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. STORM SEWER INLET PROTECTION: All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. STABILIZATION OF OUTLETS: Before newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. WORK IN LIVE WATERCOURSES: When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13.CROSSING A LIVE WATERCOURSE: When a live watercourse must be crossed by construction vehicles more than twice in any six month period, a temporary stream crossing constructed of nonerodible materials shall be provided. 14. APPLICABLE REGULATIONS: All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. STABILIZATION OF BED AND BANKS The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16.UNDERGROUND UTILITIES: Underground utilities shall be installed in accordance with the following standards in addition to other criteria: a.No more than 500 linear feet of trench may be opened at one time b.Excavated material shall be placed on the uphill side of trenches c.Effluent for dewatering operations shall be filtered or passed through approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or offsite property. d.Material used for bockfilling 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. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP PLAN BERKMAR FLATS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.23 REVISION: FILE NO. 19.075 EROSION & SEDIMENT CONTROL NARRATIVE SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC UPS \� ARV \ wppDBU�NTE 659 / \ \ ✓ ASSUMED LOCATION OF� 20' i \ J/ 0 \ / DEED BOOK 5 ROAD DB AND PG UNKN WN \ 35, \ \ \ \ \ -X X X X - 3.05 SILT FENCE SF °c - -_ 1,u �L PAGE 224 - _ - \ N 56'15'12" E 86.53' N 57.03'47" E 73.09' BENC ARK #2 _ STATE ROUTE 659 - _ i a - w - - . s - . - . _ _ _ _ SURVE L11AIL \ Y.CONTROL �OHu� w-w 3 LIMITS OF DIS BAN E = 2. - ��0 WOODBURN ROAD 3.07 INLET PROTECTION P y, oHu�-w -w - / N 67'15' WL ON - 550.22' I 4sc Yi ELEVATION 563$L oHu�oHu w-w -WOo-� ���OD LOD 2425' I / ASPHALT 30' PRESCRIPTIVE EASEMENT \ - oHU� o(u -w -w -w -w -w --w - LOD �waD w -w -w -w -w L WD L� / 3.09 TEMPORARY DIVERSION DIKE O avu� oHu / y`-- `-w -w -w -w w Tw -w -w -w w -w -w -w -w �w - Lw -w -W -w -w -w -w -w -W -w - -w- / DD �oHu \ - - _ _ - - - 3.12 TEMPORARY DIVERSION DV - _oHo�oHu� - - W 5615'12" E 61.08' RF - -u u _ �u�- G / IRE ®23.05' _ 56 DT8595 - - -onus - - - 3-2-7- . - - - - TW- - - 27' LEFT of 1wE - - - [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST \ c \ 0\ R5T511$ �. T OF CORN VERT=553 6X / ` / - N 56'3F5 2"� INVERT=552IV / / ` �� -- / 3.18 OUTLET PROTECTION OP \ C167.70' \ 22.15 - - - - - O \ \ _ BN 65'35'08" E C '�.`- \ 3.31 TEMPORARY SEEDING TS - - - - PS 3.32 PERMANENT SEEDING PS PARCEL 04500-00-00-08200 \ \ 1 I I \ \ N/F THIRD MESA, LLC �2� I I / / / �' \ / ivy 3.35 MULCH MU \ ° \ INSTRUMENT 201800000274 (WITH PLAT)- �� v \ STATE HIGHWAY PLAT BOOK XIII, PAGES 69,70 & 176,177 3.39 DUST CONTROL DC BUILDING 0.778 ACRE I ZONED: R-6FOUN EXCADATION VATION TO BE VACATED •O� - � I / / / / / \ _ - - � / - � �' -� \ _ / LIMITS OF DISTURBANCE PIT -�- / / / / ems• \ / \ I / / / r \ \ T / / / / �-- ----- SEDIMENT TRAP DRAINAGE AREA \ / COVERED STEPS \` PORCH N 12.2' I / / / \ ' It / \ moo` (o� \\ -- \ \-- --- --- \--------------- /,h----- - �j/ IRF -- I 28.0-------- I-- #2175 FUEL - / SEQUENCE OF CONSTRUCTION ONE STORY FRAME ON �? TANK;loll I I / CONCRETE WALL BASEMENT HEAT _ �c \ \ \ I I PHASE 1 \ \ 209.22' � �-� / POST � PIMP \ / IR $ \ \ i qyc \ \ \ \ g 49'1T1= / / LIGHT \ _ / I 530 - 1. INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE _ _�___ __ __ �___ 2. INSTALL PERIMETER SILT FENCE AS SHOWN. Oo` NEW 20' PUBLIC SANITARY EASEMENT Ir I I I \\ I I / _ _ 3. INSTALL SEDIMENT TRAP. \ 0 26.3' / f - \ 4. INSTALL PHASE 1 DIVERSIONS AND DIVERSION DIKES. 0 5. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S PARCEL 045RD MESA, 00 082A0 - - / hhO / / / / I I / / \ CONTROL MEASURES. N/F THIRD MESA, LLC - - - - - _ - / / COVERED / % - ' \ \ \ DEED BOOK 4841, PG 138 _ _ STEPS / / I 6. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING. 1L` �� _ / / - / PORCH / I / \\_ \• \ \ \ � STAT�HIGHWAY PLAT BOOK XIII, PAGES 69,70 & 176,177 _ PLAT BY COMMONWEALTH LAND SURVEYING, LLC DATED 9�� ✓ �$ \�c NOVEMB 0,199 ACRE (UNKNOWNI ZO D RECORDATION) DATION) ryo6,� TO BE VACATED 1� E / / / h / / I I I I I ' �• I / - - \ \ \ \ / J °,yp0 � •\ �O' s0. C$ \\`%c \ 1$� ,y0'�� , / / / / � / I l I I \\ I I \\ I / / / \ \ ` \ \ \ \ \ \ , �0 \ �•�ya� �� / / / �c�yo9q �G°�o� �\ \ 0��9, IR , \\ , , I I SHIMP IRS, \ i / / I I I \ ��j I / 520 \ \ PARCEL 702. 450DBURNOROAD000 � - - \ \ RIDGEWOOD MOTEL & MANOR, LP E N G I N EER I N G x < I \ INSTRUMENT 20190000 ,395 LAND PLANNING - PROJECT MANAGEMENT OIL 11 _,�R \ / 89 x ��� l I I DEED B00 (RECORD) PAGE 608 (PLAT)vol \ � � °P � / `!�/ g/�`(� /J \\\ / \\\I 1.11q ACRES (RECORD) � ZONED: R-6 - - °tit ,��9 \ _ I / 912 E. 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R-6 / / ��/ ��� ST RMWA7ER FACILITY" p45p1 R0HELL HDINDGN \ \•\ \ �V A V - - - - - - - - - - - - - - - - - LIMITS OF DISTURBAjN6E = 2.54 AC �/(� , / / / / / / / - /MA TEN CE EASEM NT- - / // 5. / PAR TROY 11 Y HpR 93 2 / / / /�� fi / / / N/F9c 00E TL20p0177g67(P �.�R,6 A \ I �/ V 90S\ � / //� \ \N UMENT 2p21 D 1 ZO / \ ' IRE \ �!� \ \ \ 9�i / / { / ������dD VSMP PLAN LO 2,13 Q NORR15/ / l � � /� � -.�2 � / • / • / F?\' 55 OG� 65 �-- tee' UM fGHELL / - \ _ \ eOt�y \\\\\\ / / / / / / N� / / / / P �� AGE PNTp, p'w- � � ` �'°9y� ' / / / / - - // �� / �� -- BERKMAR FLATS OR1��ONED \----------_ - / - \ - / / / \ - . ALBEMARLE COUNTY, VIRGINIA T29 - - - - - y� '•C M - �0�-00�p0�& op, 1� \ RCEL D45p 0SUBMISSION: EMD-`RcupTREA6p2R0D220E�p0���x7IC III / Nro 2023.03.23 NF ENT0200177a6ZONED' P REVISION: 14Og75 / SP 40� LOT 30 G�OODO \ \ A- \ 540 / / /I / I / / / , / _ _ \ p0' \ IRF \ �5 / / / / / I / SF / / / \ \ 045p1 p0 EEHpN & \ \ \ \ 40 / x EpSEM �8'6 / r L \ p pR U \l MESH p \ / , / LINE AGE - - GEL M N \ / / I / \N T, R �80, � / \� \ N/F�R1GNpRD OOD0j327 pTd \ / ` \ --- / / / I / I` / / / / / 1° \\ \\ \ \\ NSORG ENE2p21�\`7aZONEO'� 6\ f�'/ \\\\\ \\ \ O�R��S // // �fANAGEDI�OPESI // II �/ x llj� \ // / / _ gg M D - �\ IRE \ 0A PL I Y 'r /� -W ' NP ACRE (REGOR /-' \ \ \ c / / / / LOD / LCID GETTER / FILE NO. X, ` -.�.. GRETE NEW 10 STfJRM WATER �7.075 2 - s. \ - / _ / �D GON FACILITY ACCESS EASE E 61 x.$a ► / EROSION &SEDIMENT 11g4 / �-..-i �i -may C3 ,�123 W / / \ \ \ 110, 85 3a CONTROL PLAN PH 1 V A \ V A A OPEN SPACE A i 5�� i Al A 9 '.`i A 2 CE / \ i \ \ \ \ P`AR�CEL 045A1-00 00 OOOAO s T \ \ ! ... y � �..+. .� ,• '� OU \ \ Il R pR\NI 20 0 20 _ 40 60 ' \ \ \ N/F BE1dKMAR DEVELOPMENT, LLC SjP RKMpR -`1�� 0.a$ INSTRUMENT 202MOO17786 (SUBDIVISION PLAT) pPOE \ \ \ \ \ \ \ \ \ INSTRUMENT 20210(b916261 (EASEMENT PLAT)pOK \ \ \ \ \ \ 0.608 ACRE (RECOkD� ZONED: R-6 \ \ \ / i ,�i , O1rEO 6 / / / \- / / / / / / � � �' v \ \ STATE E 65g / v ARV - ��k'OOD@URNT \ � I \ / -J � � ��/^ ASSUMED LOCATION OF�20' (`\ � \ 550 �\/ SOIL EROSION & SEDIMENT CONTROL SYMBOLS qs� DEED B00 ROAD \ \ AU AND PG ASEA1NTLINKWN \ SYMBOL NO. TITLE KEY iu "�L K 535, PAGE 224 \\ \ N 5615'12" E\ 86.53' \ N 57'03'47" E 73.09' BENC ARK #2 _ STATE ROUE 659 _-BENCHMA a -w - - _ SURVE SOd�OL-NAIL CONTROL o„u w w w - LIMITS OF DIS BAN E = 2.5 NNECT WATER LATERALS Tom- __E N = 550.22' WOODBURN ROAD 3.02 CONSTRUCTION ENTRANCE PC r \ asu� w-I✓ '�L^� / N 6T15ji W NEW " CORP STOP (TYP)) NEW TYPE COP ER 30' PRESCRIPTIVE EASEMENT J °sue gi ELEVATION = 563,81_ oHu� bH-= w -w �+11Gp ��Op= LOD LOD 24.2 ,�"�, L Y / L�IST� WATER LINE OD 10' PUBLIC TER SEMENT / \` - ai Nu-w -w -w w -w -w -w - w -w -w w -w -w -w w w -w 'w-- v ' w w -w w w = +++`c•� ya �y \ f NEW " CORP STOP (TYP.) °-o"u�ouu -1`7' T g6 ` _ + u.,, T - l T -r -w -w- - / / -X X X X - 3.05 SILT FENCE SF - aHu owu -1 - -N _a6j 12 ° 61.08' R - d - - ° \ % \ \ g� �56p - _ 60 upu-uo„u-o„u- u_ �„u�- ®ITc 1 W °Ec-2 MATTING I° IRF 23.05' i / - - - - - - 3.07 INLET PROTECTION . b -a„u - 3'2 b PD zy f 2, LEFT OF LINE P \ \ \ \ \ NEW" TYPE K COP L_ R517.10' 58 _ - \ IN. 3.5' COVER (TYP.) Wig• L- �. 7' OCOR R L._ L._. �BX / A16845' 6'352" 3.09 TEMPORARY DIVERSION DIKE DD IN METER (TYP.) C167 70' 2 5' Cr NEW " MET R (TYP.)- \ N 65'3 ' "_ '^� , .- � � / � / \ / -� � - - / - 3.12 TEMPORARY DIVERSION DV \\ \ \ \ \ 10 PUBLLC W EA E ENT----z-_ r �� II ��------- L-� U INT 13- .�.,. -- 11 TT i III -----_ -TT TT---- - m \ \ \ -- t 4---� [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST \ I UNIT 1 III UNIT 3 II UNIT 5 UNIT 7 II UNIT 9 II UNIT 11 II / II II 1 / I \ I FEE 567.00 FEE 566.50 I FEE 565.00 I FFE 565.00 FEE 565.00 FEE 565.00 I I FEE 563.00 `p _ so -`--" UNIT 15 UNIT 17 I UNI 19 UN 21 UNIT 23 UNIT 25 / UNIT 27� \ \ / \ - / \ \ \ r \ \ box II $ o I FFE 557,C0 FFE 55.00 - - \ \ \ •.d o FEE 560.50 FEE 559.00 I FFE 5 9 00 FEE / 59.00 I FFE .yJ.00 III �` f - - - - - 3.18 OUTLET PROTECTION OP \ � \\ \ \ zS• ` � I\\ ii ii II ii II III i `� 54'� .'^.. � II ii I II ii " II II / II / i _�/ \\ J 4,.. A III O / / A / 1 \ II II II II I �:� �o � I II I II II II II / \ 3.31 TEMPORARY SEEDING TS ti, TS `�b:- 1 �•. �- /�$ \ UNIT 2 11 A UNIT 4 II UNIT 6 11 UNIT 8 UNIT 10 II UNIT 12 11 UNIT 14 UNIT 16 1 UNIT 18 II UN yT 20 II UN T 22 II (UNIT 24 UNIT 26 II UNIT 28/ I / � - AO 3.32 PERMANENT SEEDING PS BEE 556.00 11 BFE 554.00 BFE 554.00 BFE 552.00 'ln ',�.; BEE 549.50 BEE 548.00 BFE 1548.00 BEE 1548.00 BFE 548.00 B E 546.00 I BFE 544/00 �� - �- e `�- BFE_555.50 11 BEE 554.00 11 BFE 554.00 I II _ 1 1 II II / 3 35 MULCH / y r-- / s� ` \ / - \ L---� Y - ___________ \ - I J / --J \ \ --------\\-------------------- -- --- -- / - --- -- �\ - / /' / �\ \ ` r / / DC 3.39 DUST CONTROL DC / �- \ • •,; ". ._ .�. •. :,, ,. , • .,,It1.l LIMITS OF DISTURBANCE L 50 $'4 I g 30 8 sib A 1 t \ / oMo� ��$ \ \�� N n n CG 2 - n DA o 8.. 8" 47 ' N / 2 I I N I \ / - - - - - - SEDIMENT TRAP DRAINAGE AREA -/ y I o n G / / \ \Y. I I I \ f I.'...` �q�� A PARKIN :.;: Ai ARkIN L----1-- / \ >O `$o \\ I /,y - SIG SI N / - \ \14 EW MH-1 �\ ! �$ \ S4 \ 4 SPACES \ �' 7m 4775 4782 15 SPA S .°�� / I TO .A 39. / pA � IR T I NE�J MH-1 � \ � � � 345.5 LF 8\PU LIC SAN. `Pt \ I - 4 hry ~ ----- \SO - - I S3 I \\ \ I 530 - ----Sam--- --------- ---------- - Wiz_----- ---- -- SEQUENCE OF CONSTRUCTION RY EASEMENT 34 SPACES r � � � � IyN.- \ 9' x 18' j( /V• \. \ $`I \ N PHASE 2 1. INSTALL PHASE 2 CONSTRUCTION ENTRANCE AND REMOVE PHASE 1 ENTRANCE. - 2. BEGIN GRADING FOR ROAD, PAVED AREAS, AND BUILDING. . �\ I/ / PROTECTION. 75 / I 3 INSTALL PHASE 2 DIVERSIONS. y I \ �/ 4 AS STORM STRUCTURES ARE INSTALLED PROVIDE INLET AND OUTLET ' ' •' o I �G 5. BRING AREAS TO GRADE AND STABILIZE SLOPES ALONG ROAD SHOULDERS. NEW DI-38 165 LF15' HDPE / J NEW 1 I I \ I m �� I // 6. APPLY TEMPORARY SEEDING, MULCHING, AND PERMANENT SEEDING AS AREAS ARE STABULZED. 54 s / \ \ \ 6�e�1�`6 O h� / 0�5 N p2ti ��$ o� \ \ �Fso $ \ / / h / c� �(%�`L po\ ti / \yr9A ` \ ��• , / / I s � I I \ \ cs / \ �01 \ // /\\ \off pp \\ \\\ / hti / / / s I I a.l I / O l .\ \e'i9y I� \ \ \ \ \ \ j� / / �l / rn I \ \:: `\ I / 520 . PARCEL 044,�5'5 0-00-00-08000�ODBURN _ - OpRIDGEW�/,OOD MOTEL & MANOR, LP [$ \ ° \ \ 8��x \x`[,� �N I I I \\ 5� DEEDNB0STR 0►CM1447,2PA E0 68 (PLAT) \ \ \ GO.ZO90 � / �./� ` I I I I\ \ 1.11q ACRES (RECORD) ZONED: R-6 - SHICAMP / eP�GPR�OF'\,O�OoI \ /r\� •` �� \�� _ !}/ ��< ENGINEERING2 10 \ \ / / ° �X / / ` / l \ I J \\ jI I / LAND PLANNING - PROJECT MANAGEMENT 4Ag(P�`<, \%\(IRF\\ `[\ e\ \\\-----�' o° // CHEINCLOSURECE [�` pp y^�� ��� 00i�p2600R �.�' -\ \ / // / / [[b / / A / / I I / / - \ 912 E. HIGH ST. 434.227.5140 i / / \ \`[ 00 P ¢EDIMENT T AP D AINAGE / 5P OPy E00151I1e P��R 6 \ %.� \ \ \� �6 SS pp / / / / 34 / I J CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM vo 1 % 1 - \ O / �/ AREA = 2. 5 AC \ / y\ \ \ ( �` 8 / 7�, / / / / `[�o / h� �h 52 PARCEL 0 500-00-0y�/08100 / �[rb / n�o o� IF V. 5.h.00- / LOD LOD / / / / 21 5 WOODBURN ROAD / / �/ � L� / � ` 1`�/hF THIRD M A, LLC , / 4•b [�� � LOD � LW � LOD �. LOO � LOD � LOO � / / / / DEEPDBOOKB1DOK 034P P4123(PLAT) / / / / �� /STATE HIGH PLAT BOO XIII, PAGES 69,79,176,177 / / N / I \ \ \ \ \ / / 'V R ABLE/ WIDTH PUBLIC p0_02T000 \ \ \ \ $\ \ - - - - - - / / / 2 64 PCR�S I ZONED R-6 / / - / / NEW T R WA ER FACIIIT / G 045A1'p0'LL HARp1NG \ \ \ 'o�p\ \ - - - - - - - - - - - / LIMITS- OF DISTURBANCE = 2.54 AC \/(� / / / / / / / / A TAN SCE EASEMJ / p PRGEL 5UROHE ARp\NG \ \ \ 2 / O ZROY Y Az H 9a / - . o. .�� / / / // / / v J SHI Y /I \ N/F& BR\E KTLZp22000g6T(P_po) 6 \A \ \ qC \\ / / / / `/ / / /SF�� / , / / / / 1 .45 \ \- / \NS'(ROMEN 021p0017, 70 D• R/ \ IRE \ NSTRU�EN(F ECORpi \ \ �� \ 96, a / 1 \\�F\ // ///�"A01h G 144+ 28 09'0� / \ Fy q� \\ 9S \ ` - - / / / �4g11 0 ELF NORR15 i / '\ �y \ / / / / / �F?�' �/ ' / / LD O �S`'gp0 665 PN\TAO �P�i \ V 0�,�$y VA / // / / // / / // // / /- ��e�GE� o� / / / � �Z Ns1'UMECORo7 - - - - - / // // / �, f �+ / / ST / / �oeE VSMP PLAN pT 2g 02g�� \ \ / N MH 1 P ELEV. 539.00 / -,oc� 451�0-00 &MARIITP -,/ / r j4 / ------ ---- - ��, BERKMAR FLATS CURT\S A EDURjA202200006�( �\fi 6 \ /./\ xl/ - Q \ / / / / 10 rn \NUM 20210p01\aZONED'R\�I \ \i/ �2j \W_Wmp ''///I--- // // // // �I /�I /// // O�ti� /� __ �gt6S TYC ' / s A j(`RNORp, i \ \ \ '• - ALBEMARLE COUNTY VIRGINIA \ CRE !y \vPR\PBE� ASEMENS� �N q SUBMISSION: _ s'J, \ / / // ,/ // / /� aI/ // // / -' ,,%MPw�� / - / 2023.03.23 T 30 ,0 000 \ \ A- \ 540 / / / / MENS ' , _ oo- & ao / x __ EPSE -Z�a �` / REVISION: ppRGEF ��\NEP z ozEE"327 d ' \ / \ \ IRE \ / / / / / / 'I I m / / / / / 10 PSEK � \ \ GEORGE�\,f\20220078 (PLAT) B \ ' , , / \ \ O� 20, / AI/BEMARLV COUNTY I �/� I�PSF / / / / / 6EE6.� 00 STROMEN G00'17 ONEp.�� \ \ \ Q / / �fANAGEDISLOPES / ro x I ,\ / y/ map/ i AUEEiTRECORD���� �,���\\ IRE �\\ \ O"'°��-PL y-W I'TIE-IN' ..0 DOGHN4�bE..-MArJri/ ' &GUSSER / LOO ONGREIE GO NEW 10' STpRMWATER / �% C FACILITY ACCESS EAS> MEAT L� �g4 FILE NO. 19.075 \ \ i � V Avg \\ 2��F` A •�� /' ,,,-/ ��� /ice � i L 6 3 i / // �//�� \ V OPEN SPACE A V A CEL 045A1-00-00-OOOAOA 4'T 'y p \ \ v v v \ N/F BE�RKMAR DEVELOPMENT, LLC v v �v �� v v v '� �� 5(PtE MpR ORv 00 ( A8� v - // / / EROSION a SEDIMENT \ \ \ v v INSTRUMENT 202MOO17786 (SUBDIVISION PLAT) \ \ \ - '' i BERK \ \ \ \ \ INSTRUMENT 20210D916261 (EASEMENT PLAT) \ \ \s \�; i / OK 13g0' / / /\ / / / / / CONTROL PLAN PH 2 \ \ \ 0.608 ACRE (RECORD ZONED: R-6 \ i ��''� i i Ep 60 129r 40 ' �60' IRS \ V v \ \ SANITARY MANbYOL \ \ \ \ \ \ .� _-T1JP27. i / Scale: 1"=)20' INV IN=51908' (11" P c,/ -� i STATE ROUTE \ I /� \�/ ^ ASSUMED LOCATION oF� 20' (` \ �/ \ o UP ARV \/ SOIL EROSION & SEDIMENT CONTROL SYMBOLS �� _ k'OODQU 659 SYMBOL N0. TITLE KEY DEED BOOK g SN ROAD \ \ \ \ DB AND PG UNKN WIN \ \ \ GW °sue MI - - _ u"1w� W - PAGE 224 _ \ N 56'15'12" E 86.53' N 57'03'47" E 73.09' BENC ARK #2 _ STATE ROUTE 659 _ - SURVE -CON-TROLNAII Y. CONTROL �0ryp w w w - LIMITS OF DIS BAN E = 2. CONNECT WATER LATERALS 1'�- _ _ �LEV"ON = 550.22' WOODBURN ROAD 3.02 CONSTRUCTION ENTRANCE PC - f \ oHu . .... _ N 6715' W � ELEVATION = 563,81_ oHu� w -� LO' LOD LOD LOD NEW " CORP STOP (TYPI) NEW TYPE 4Q COP ER / 30' PRESCRIPTIVE EASEMENT J \ u wT avu LOD 56 -g '° jy(E� Y �' WATER LINE W _ - Lao 10' PUBLIC TER SEMENT / 11 _ bH LOD � LOD 24.2 L� im °" -w -w - NEW CORP STOP (TYP.) ' osu �'- �w -w -w Tw -w -w -w w w n w w -w w w - wr= _ - w _ - / - X X X X - p 7 _ T / 3.05 SILT FENCE SF - oHu� oHu i - N 5S 1512 61.08' IRF N - - - - - �- --- + / - - \ \ 9yc \560 6O _ - _ G I IRF @ 23.05' i / - - - - - - \ _ R51a1o' b �HO�-e:u-- _0"°- °-�°J ex PD t IN a . �. 3.07 INLET PROTECTION \ \ \ \ NEW TYPE K COP L_ _ 5$ P rSf 2T LEFT OF LINE - - P f \8' I..i -. I..i--- IN.- \ 3.5' COVER (TYP.) L.-. �.\�T OCOR R L.- L.-. - - - - 6'3L52" Q3.09 TEMPORARY DIVERSION DIKE DD N METER (TYP.) C167.70' 2 5' I \ Cr NEW " MET R (TYP.) / \ / - _ - - - -_ \ \ \ Aa _ N 65'3 " \ / H / \ 3.12 TEMPORARY DIVERSION DV __ - f----�r - - - - - / / I / \ \ [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST \ \ \ 10 PUBLLC W EASEMENT z- �r-J L ____ _ _ 0L\ I UNIT 1 III UNIT 3 I UNIT 5 III UNIT 7 UNIT 9 UNIT 11 I UNIT 13 1 . 1 111 I I I / III 11 1 TS I FFE 567.00 FFE 566.50 11 FFE 565.00 FFE 565.00 FFE 565.00 FFE 565.00 11 FFE 563.00 so UNIT 15 1 UNIT 17 UNITTS� 19 UNI 21 UNIT 23 UNIT 25 / UNIT 27� - \ \ \ \ ? $ °•s� \ \ 1 1 1 11 54x II FFE 560.50 V 1 FFE 559.00 1 FFE 559.00 11 FFE 59.00 1 FFE Sy?J.00 11 FFE 557,60 11 FFE 5 .00 1 f - - - - - - - 3.18 OUTLET PROTECTION OP .54-� .Y II 1j II I II / ii h 1111 / 1111 \ -✓/ \ / - Y 1 II 11 4,.. J 1 \ 11 11 11 11 11 1j1 to 11 11 I 11 11 11 / 11 / / \ \ / \ \ 11 ii ii ii w o I 3.31 TEMPORARY SEEDING TS / II U, 11� b. II II 11 II lI 1 II II 1 II II 1 ' �•. t°N . 1 11 I II 11 �- / UNIT 2 \UNIT 4 UNIT 6 UNIT 8 UNIT 10 UNIT 12 UNIT 14 UNIT 16 UNIT 18 UNIT 20 UN T 22 UNIT 24 NIT 26 UNIT 28/ / AO 3.32 PERMANENT SEEDING PS © I BFE 556.00 11 11 BFE 554.00 I I BFE 554.00 11 BFE 552.00 'ln, '�.; BFE 549.50 BFE 548.00 BFE 1548.00 BFE �548.00 BFE 548.00 B�E 546.00 BFE 544. 0 1 ��� - $ \ BF%555.50 11 BFE 554.00 BFE 554.00 11 11 1 •. •. 1 1 11 / - //// II II / \ \ �- 3.35 MULCH MU / - ---� Y / _-- --- \ I IL --J \--------� / - 3.39 DUST CONTROL DC 5 3 ; 5' 48 48'0 i \ / , \ -j - LIMITS OF DISTURBANCE �0 ,�-. 51D�WAIL �: 50 -,� ,'- o:Y, / o. f \ U N 4 ) \\ \ ` I - - - - - - - - - - - SEDIMENT TRAP DRAINAGE AREA V) cn CG 2 - cn DA o 8. 8+a •4.� cn ..-..•- / � ,V) - ECG 2•N, PARKIN A A ARkIN I I I I / / I / 1/ \ \1 L - - - - -L -- SIG • � SIIGN / - ` - S4 \ 4 SPACES 1016-.�'� 4 / 788 4775 4782 15 5PA S / I I EW MH-1 \� ! IR NE�J MH-1 A4 \ - 345.5 LF 8" PU LIC SAN. / I I S3 I TO \ .\ 39. II / \ \ I � 4 \ 530 - / NEW 20' PUBLIC SANIT RY EASEMENT 34 SPACES C - ly. I , \ I / - - - \ SEQUENCE OF CONSTRUCTION 9' x 18' r PHASE 3 1. CLEAN OUT SEDIMENT AND DEBRIS FROM ALL STORM INLETS AND OUTLETS. - 2. CONVERT SEDIMENT TRAP TO PERMANENT DETENTION POND ONCE ALL UPSTREAM AREAS ARE -75 STABILIZED. EXCAVATE BOTTOM OF SEDIMENT TRAP TO REMOVE SEDIMENT AND SATURATED pfL \ y\ AREAS. EXCAVATED MATERIAL SHALL BE ADEQUATELY DISPOSED OF. / \ \• ✓ $ 2' o I I , G / s / 3. ONCE ALL AREAS ARE STABILIZED, CONTACT ALBEMARLE COUNTY FOR INSPECTION PRIOR TO REMOVAL OF PERIMETER CONTROLS. / �, •\ \ 0 2 \� \ NEW DI-3B 165 LF 15' HDPE h / / NEW 1 A2 / �F 54 \ h� / o�5P1 \ " c yet 2p �0� ti N c �h o x\� 00 0 �R°11 \� �k9� �a`cLOD OP1 0 k2 -' 928SQ F'6 `b` ON �� O2 �0 cE v ti 000 04 \ \ IRF \ c '--- ---- ---- - � / / ENCLOSURE \ J / 1 • / / \ I \ � vo1,oyE�o151�Pc1 ,6 \ \ \ �c \ss %// / / //<� ,/ // 3400 �M° P 000\ go -LGNEO R /\ \ \ \ \ \ \ \ \� �` o\ \ _ c4 / / / / / / / / 400 / 1MN �� sz N 5 Z pR J / Oo / h i '�o! M -� OAD L� / PARCEL/04500-00-Oc�08100 / / ' / N ` LOD LOD / / / 4%ED75600K 4 41N, C / // �4 LODE / N/F THIRD a'41, LLC / / Oo� o ,� / \ 9A / 1_ �'� \ LOD LOD DE 8� / \ 0 / \ \ i \ \ LOD LOD LOD 100 LOO - / / / DEEP BOOK 1403/ PAGE 412 (P69,7 / \ _ \ \ \ \ \ \\ / / /STATE HIGHWAY PLAT BOOK XIZ PAGES 69,79,176,177) / / � 02T000 \ \ \ $\ - / 2.646 ACR S I ZONED R-6 / NE V RGEG 045P1'�HELU HANG \ \ �cP\ \\ \ - - - - - LIMITS�OF DISTURBANCE = 2.54 AC / / / /A / pP ZROY 5UR Y HPRO 9g \ / .'A 20• ..�� /I \ N/' ORIE 0T" 20p0g67`?l- 6 \ / \ q 2021p0017, ZO D R/ \ IRF ��' \ \ C`9 / / / / / / / -1 �"p•//.. \ \NSTRUI'!`EN(RECOROi CD \ pCRE 108 ��� °100 o9'a2geeo - �`� �yz2 \ qs \�---- / / / / / / tio� NN a0,1p9,- // �,�?'' o 17160 " �'` �45P1�0,00 & NI 11p,1TP \ \.\ _ _ \ \\ \ `\ // / // / �"r MH�1 i E V5`5 .00 ND CURT\S gg 1p Y� SO \ \ \ \ \l \ \k \ / / / / / / / / I1 I / 36BOTT0 00 SF D'LEV. 517 5ON 0 "\ NC'� uGE�OENjA202200Gg60( ON -6 � \ i \ / / / / I / TOP Or STONE 518.�0 � o i Fiy' \ INSZR 20210001; ZONED: \ i- �`�. ��WMP - / - / �\ � \ \ \ \ \ INSTRUMEN(R�pRO) � � ��� � ��• WV�®� � � ' / / / / / �I � � / / � o i �1 I� 520 \ I I PARCEL 045CO-00-00-08000 2187 ODBURN ROAD,,, NVF RIDGEWO D MOTEL & MANOR, LP I INSTRUMENT 201900004,305 DEED BOO)< 1447, PAGE �68 (PLAT) \ 1.11q ACRES (RECORD) ZONED: R-6 \ - I I \ V. 5. .00 .00- �n � / I N 3LE/WIDTH PUBLIC v? / IA ER FACILIT �CE EASEM T.. / %I P� 1f WIDE RIP - AP ARMSD ED p1 r GENCY $PILLWAY ELE 521.90 / 65 Bt / rn Pam- 1_\OAT S PGR/ \ \ \ hSA / / 1 I I / I � - - �NE�w / o�Z NB PAS\E�EjENS 1r - p��np0 1.0T 00�p0� �' \ 540 J �540 / // / // // /I S ZOp GEC 045P E MEEHP HPN )\ i\ / \ IRF \ / / I I m / I / /� ,// ER�1NE0; AGE - - >� \\ 9PRN/F�RIGHPRO�000T32� AT1 \ / - \ \ / / / / / 0, WP K rsa / GE 022 pV \ O r, / / AI[BEMARLIV COUNTY I I _ / ,�O�p_� i GS�RUMEN���001T786 oNED..�.6 \ ` \ \ \ \ OQs'A / / MANAGED/SLOPES / �/�ro I /\ /� i / i "WV� EGORDi\1 ? �` �� \' IRF \ \ O���F / / / / / / I y \ / /�/// - _ RE (R / / \ \ \ C 112, \ W �N 'JI / /_'�\i y?IE-IN .0 DOGHNQ6Q..-.MAN'�I j � ' & GUSSER / 61 LpD co p/ / -/ /A / - �� / CONGREIE FACILITY ACC SS EASE EI�T SHIMP ENGINEERING2. LANDPLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP PLAN BERKMAR FLATS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.23 REVISION: OV� GO C8�3a�3"w -/ ��. FILE NO. 19.075 / A \ i ' �\ V V A \\ ?��� V '�� / / y /• ;� / /i i� L 85 3 /� 01 \ V OPEN SPACE A V A CEL 045A1-00-00-000AOA 4'T 'y /5 / i /�� i ,•w�a ' ` . U-� 140 \ / / / / / \ \ v v v N/F BE•Rk<MAR DEVELOPMENT, LLC v v �v �� v v v �� 5(PtE MPR ORv ( A8� v - �/ / / EROSION & SEDIMENT \ \ INSTRUMENT 202MOO17786 (SUBDIVISION PLAT) \ \ \ - .� i '•' i BERK \ \ \ \ \ INSTRUMENT 20210D916261 (EASEMENT PLAT) \ \ \s \ ��\�; i / OK 13g0' CONTROL PLAN PH 3 \ \ \ 0.608 ACRE (RECOFZD ZONED: R-6 / ��`/ i i Ep 60 / " / / / / / j \ \\ \\ \\ \\ �\ / Y �/ // Ov / IRF X A / / 12Q 40 / �60' \ V A \ SANITARY MANJI \ 30 - i us' ,* • / Scale: 1"=)20' -T-OP�27 c,INV N=519_08' (8./ PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL L a 0 7. - d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER T 3do (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL o%� d SECTION A -A l' FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 Outlet Protection Calculations - Reference Nomograph 3.18-3 PipeOuallw La Do Do 3Doftd0R d50inDeh (in) 0 9 BO 8 9.25 15 1.25 3.75 0.5 1 6 1 9 1 OUTLET PROTECTION C12 Not To Scale TEMPORARY DIVERSION DIKE ComDacted Soil SOURCE: VA. DSWC PLATE 3.09-1 6 TEMPORARY DIVERSION DIKE (DD) C12 Not To Scale 8 DITCH I SECTION C 12 Not To Scale 9 DITCH 2 SECTION C12 Not To Scale TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates 54ecie (lbs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & so- 100 Cereal (Winter) Rye (Secale cereale) Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 (Lolium multi-florum) May 1 - Aug 31 German Millet 50 (Setaria italica) Source: Va. DSWC 2 1TEMPORARY SEEDING (TS) C12 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) 3.5:1 Coarse Spray 350 3 DUST CONTROL DC C12 Not To Scale TYPICAL VEE-SHAPED DIVERSION TEMPORARY DIVERSION DV C12 Not To Scale .5;0fg;� i FILTER CLOTH ORIGINAL (EXCAVATED) GROUND EL=A Bottom Surface Area SEE PLATE 3.13-1 COARSE AGGREGATE** CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ 6 X DRAINAGE AREA (IN AC.) DIVERSION DIKE AN I COARSE AGGREGATE � // EXCAVATED / FILTER CLOTH / AREA / **COARSE AGGREGATE SHALL BE VVDDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) Sediment Trap Design Data H Z Weir DA Wet Dl Wet Bottom Dry D2 Dry Vol. Top SA No. A B C (ft.) (ft.) Length (Acs. ) Vol. (ft') Vol. Cy SA (sq. Vol. (ft') Cy (sq. ft.) (ft.) (Req) (Prov.) ft.) (Req) (Prov.) 1 515.0 518.0 520.0 3.0 2.0 13.5 2.25 150.8 3.0 161.0 1221.0 150.8 2.0 150.9 2397.0 10 SEDIMENT TRAP ST C12 Not To Scale ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 12 - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower or winter cover) 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 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not use in fine turf aeras. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 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 2000 lbs./ac. or 45 lbs./1000 sq. ft. 4 MULCHING MU C12 Not To Scale GRAVEL CURB INLET SEDIMENT FIL TER GRAVEL FILTER RUNOFF WATER SEDIMENT CONCRETE GUTTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 11 INLET PROTECTION IP) C12 Not To Scale CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. -1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Sherwood it Tyaat 5 SILT FENCE SF C12 Not To Scale Pnvpti ennetrnrtian Pntrnnrn far Pracinn enntral mane SIO`L 70' MIN. - CONSTRUCTION ACCESS r3" SM-2A A_HALT TOP 27 / COURSE 2% EXISTING r PAVEMENT -6- M.N. 21A AGGREGATE BASE PROFILE STONE70' MIN. CCNSfRUCTION ASPHALT PAVED ACCESS- A WASHRACK --XIST'Ti-=. 2% 2% -WFvI 12% 12' MIN,* wa9 t I_^ *MUST EXTEND FULL LWIDTH -POSITIVE DRAINAGE � TO SEDIMENT OF INGRESS AND EGRESS TRAPPING DEVICE OPERATION PLAN = 12' MIN. SITIVE DRAINAGE SEDIMENT 4PPING DEVICE FILTER CLOTHS _-- SECTION A -A A lnllllnnun Water tap of I inch must be installed with a mininimn 1 inch ballcock shutoff v&e supplyiu a wash hose with a diameter of L 5 niches for adequate constant pressure. Wash water 111T1St be carried away from the entrance to all approved settling area to remove sediment. All sedinietlt shall be prevented front euterillg storm drains, ditches or watercourses. PAVED WASH RACK NO I AVED CONSTRUCTION ENTRANCE (PCE) Not To Scale SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP PLAN BERKMAR FLATS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.23 REVISION: FILE NO. 19.075 EROSION & SEDIMENT CONTROL DETAILS C12 BERKMAR FLATS PREDEV DRAINAGE AREA MAP DRAINAGE AREA 1: " d -� , , ..„ TOTAL AREA = 2.44 AC HSG TYPE B ONSITE = 1.64 AC \ ~ i / /-_-_�_'_T - IMPERVIOUS = 0.10 AC MANAGED TURF = 0.08 AC WOODS = 1.46 AC \% L OFFSITE = 0.80 AC AIL IMPERVIOUS = 0.12 AC I / /-\ _ MANAGED TURF = 0.00 AC Ufa I WOODS = 0.68 AC TIME OF CONCENTRATION = 18.1 MINUTES ' \ DRAINAGE AREA 1 If 1 c loam • wbw \ 004, LOD LOD / I nl.w OaaN mo' E" .55 re W MIX ad A \ /r 50 0 50 100 50 AM Scale: 1"=50' 0 BERKMAR FLATS POSTDEV DRAINAGE AREA MAP DRAINAGE AREA 1: r - TOTAL AREA = 2.87 AC HSG TYPE B ONSITE = 2.07 AC k - IMPERVIOUS = 0.85 AC ���=------- MANAGED TURF = 1.22 AC WOODS = 0.00 AC TIME OF CONCENTRATION ASSUMED = 5.0 MINUTES J� OFFSITE = 0.80 IMPERVIOUS = 0.12 AC _ I MANAGED TURF = 0.00 AC r`� �~ T - - - I WOODS = 0.68 AC \ ��•\�\ \ F/I, TIME OF CONCENTRATION = 18.1 MINUTES I\ NOTE: POA 1 IS LOCATED IN THE MANMADE SWALE / \A � � \`� �� �/ / ' / � ' / / � / I I I / ���~\\ \\ JUST BEFORE AN EXISTING 18„ CULVERT. / / \ oa` � .�_i� `•a\ \\ L°°-tao-iron"°° - // / �...,. ��I,°�zw•g=M�n,r,./ / �. / / / ! `\ \----------� a ���-• A \•-� v -� / /� / / / �nwE 50 0 50 / \ \ \'�'�.o" ewe w�.lU\ _ i i= rDW,xa •.a Scale: 1"=50' DR-AIN-AGE-AREA 1; '1 -- - -191MA 50 Channel Protection: Energy Balance Equation with Run-on for POA 1 Berkmar Flats 1 Yr, 24 Hr Storm Comparison Q 1poa <- Q 1 Pre, site ((RV 1 Pre, site)(RV 1 Post siee))(I.F.) + Q 1 Pre, offsite ((RV 1 Pre, offsne)/(RV 1 Post offffite)) I.F. = 0.8 when LOD > 1 ac. I.F.=0.9 a$en LOD < 1 ac. I.F. = 1.0 when predev site is fully forested ?reDev Site Fully Forested? = no I.F. = 0.8 Limits of Disturbance = 2.54 ac Onsite offsite Pre Dev Area Onsite = 1.64 ac Pre Dev DA Offsite = 0.80 ac Post Dev Area Onsite = 2.07 ac Post Dev- DA OffSite = 0.80 ac Q 1 Pre, Site = 0.20 efs Q 1 Pre, Owde = 0.12 cfs RV 1 Pre. site = 0.034 of RV i Pre. offite = 0.018 of RV 1 Post. site = 0.185 of IRV 1 Post offite = 0.018 of Regulatory Maximum Postdev 1-yr Flow Rate Nlax Qlpost < 0.15 efs Achieved Design Postdev 1-yr Flow Rate Design Qlpost = 0.14 cfs Energy- Balance Equation Compliance Check: Achieved Notes: 1. The assumption in the calculation above is that the site equals the land -disturbing activity (MA). The definition for "site" is not clearly defined in the regulations, but LDAs are defined as regulated. The water quantity criteria are applied to the site as per the regulations - _I This site discharges to an existing channel. Since postdevelopment runoff to this outfall meets the energy balance equation, Channel Protection Requirements per 9VAC25-870-66-B-3.a are met, and channel protection requirements are satisfied. Flood Protection: Peak Flow Rate to Existing Channel for POA 1 Berkmar Flats 10 Yr, 24 Hr Storm Comnarison Regulatory Aiaximum 10-yr Flow Rate Q10pre = _Nlax Q10post = 3.62 efs hieved Design Postdev 10-yr Flow Rate sign Q10post = 1.41 efs Flood Protection Compliance Check: achieved I _ This site discharges into an existing channel. The 10-yr flow rate is reduced which meets the energy balance equation and the flood protection requirements in 9VAC25-870-66.0 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP PLAN BERKMAR FLATS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.23 REVISION: FILE NO. 19.075 DRAINAGE AREA MAPS & CALCULATIONS C13� BERKMAR FLATS PREDEV LAND USE MAP aa''� ' T1 • � aQRI • / / easier A NSDe•Rc waa_ _T �"' LIMITS OF DISTURBANCE = 2.54 AC - -/--_ USG TYPE B SOILS IMPERVIOUS = 0.10 AC �/) 11111I ;�: : :: �: :I:' # : I: :f: :�': r•; �. �_ MANAGED TURF = 0.24 AC =Jjl// j \ ��:es: I: ;�• - �T WOODS = 2.20 AC X` area If It \/ 16 • + !' . I : •• 1 ::1 • • 1; 1: - f : r I dam llDa a PEEL \ 11 ded ,Mod A. Ed Idea qp are / �' `\� \ •ga r,�HRe'?�iosi\ \ ` // / a�,m/ / y�. � .�. �� y� j��f` / aea �\ \\ / / I I 1 / , ,/.(' ••('a %y. ✓`-: J� \ 00/ \ 50 0 _ r� � / / Dm�mma r � aI \\\ \\ \\\\/ \'Pi / Scale: 1"=50' BERKMAR FLATS POSTDEV LAND USE MAP ` IR a aResi - qa g• • � �m4 �� rrwr a. � /) 111 I I � ' :. �### c}## #�# ### #�# ### #�## a �#### .. • #�##�# ### � � t°s ���° �#ter #� ' 2\' NaIle r�re-l:rcrr_�r � ME -, \A\ \• --u••{}u{}#v^#{}"u{}o###{j"#{}#xiiuG}'-##"uSaCi#{}#`'CSC}"##v- ^#q� x {} ' �• 'I ; F\ . / 1 \� \; a•;; •�• �• .sr I lop Cll�. all, a.- dobs --,11 "7- a- \ / r. .\ \\,\1 \ \ :� �•�• . • ••�.� a �'' ; •-• '•�• • : x ' yypp • '7 j �Xv/Pa /�� •\ •,� \ \ \ tQ6 � �. .�-- ''' / / / / / / c r a�LW a`wga:s"'7�.. �1 � ' J/ r'raa asa�pv-pu. 1 \\ \ \\ \ --/ f/ /f�arya`/// ••// // //�' �'G:.. - as - �. �� ` - - / / / / / / / / ..• ,. F"01 IMPERVIOUS AREA EI MANAGED TURF Lj WOODS 501 LIMITS OF DISTURBANCE = 2.54 AC USG TYPE B SOILS IMPERVIOUS = 0.83 AC MANAGED TURF = 1.71 AC WOODS = 0.00 AC a1RtWaTILV � /• a. 7• / / // l: .al'. a �ar 1 \ %-a-�t• \ \ \ i • •�.. iy aLm area inor\�� -\\ ,/�i/ 50 ME .0 11aMa [". Scale: 1 191 IMPERVIOUS AREA VIAI aMANAGED TURF M WOODS 50 100 150 DEp VIgInMRunaH ReLu[Ibn MetRW Re�mmlapmeM CamplbrXt FpmaalMpt 02MIMPmwiararpaaedbm Mann Dr.%ampswri.msP.axsue. area inor\�� -\\ ,/�i/ 50 ME .0 11aMa [". Scale: 1 191 IMPERVIOUS AREA VIAI aMANAGED TURF M WOODS 50 100 150 DEp VIgInMRunaH ReLu[Ibn MetRW Re�mmlapmeM CamplbrXt FpmaalMpt 02MIMPmwiararpaaedbm Mann Dr.%ampswri.msP.axsue. -VYtl0113.0 "ame"Im proieG tMe: BeM1marflab 3/31/SOE3 Dfc Linear Developmem Proierr� No SRe IMpmetlan PlabDowelopment Project (rreatmem Volume and Loads) Enter Troal Wooded Area AR.) 4 iM .. .. . A.a.d:rmPwa IaXYdrr, (•aw CRera: RMpm.pn.tpeapmeree ed Imandate Londmuel-manle.eaao .... J romlmawbareb enKMaz ./ A!aa... 1.. D. mw 4wYef-vJUM 120 mearhaal-iuhaaaailb aaaaam ar 0.N 0.N Ited PotlLwtlgmaMYMWa •. arc Lai DaaY 1aW brvyoenbr pelerm 1-uneumML, dod nK aap.­ a. .0ard, oc M n% zs4 c .MRd.FMi ^� m Ad aaea cbN Dr remind:^I L. iwWtrea D0 n andnot nfb ax aa..re, nu nmdo V.namcaad m,earlaW LK atlrrlw(w 0.K 0.K 0.A Q% e mandard Aaa[...r,a.man-.an lore ..moos er'Mor..Pa.m r.rtaml memo m nP...a,x. R 1�e a.xl uu wVom*Vded Ira.., % ,.a,wca... w n,..L Dwxl wairhrmn.¢aw os tinaaa:aa, 1 o.w xaa:awXwm,. w mr dass ra.e•w �mavni 6X a.x ea.1 Lela,. Nir.A.a ]A I.. Treatment Vnmma and Nmrlent Load o.a. va•aa noSL a. � IxreaV m 0� as aawiau epanm aimemvow r$R i- amalradr 25o eeldna..... m[' eeV eoe.na r von. pm. xow 'A-a11l Im a', aPbh.lnar am m .n-eTp e.,n-,rmnwyere ..mrrmm.n•Mnnrmee rn xwnxnn.m Idol ,whimr nngaalkarehwmw �m ap^manor. lm me-p.a.am. b­l aK w.4n rm.^Ibeq M. tladeod m% M% Xnra a ..epLrvtm,.4vr1 nN nu aa,u.,nnm., b�l LM wtyr6l..D am am wm.mm..lwm am Xxarnal sa v% Xnaaaraerue sn nnr.[eaw nK nK roT,by on an LP.i. 4% ra mnamea 33% twaLbxalland LL LA ie ayMlaey xy Treabnent Volume and booed Load 6.4vaN wtVM o.g14 Merit a. lwiwaVtlne Oe.N a•K'••b Duhx enlme �Klw 6n in.aaaaabemar a.W RY:e IwLts an•bomlipwmipbM I hh+l AY A43 iaar�t4lXa[ RYaI L61 w . arav aarea. ..r �m :'.`m o wr.a.w w re.i wl a :w.w .e D r aR...aenn.l w nIr[ria.a ipYMbr Xen bode=r..114M L.3E R danaremawr ap,yewaarm.rM.•w,eado.- atlwn{mey m�nmwaY..lawi•d. Xwim.irebRnay,.rev,w.n.be m.wr TP are Xm.rba KXuarefer D.aS w Raae..l..aa nhrnl a :.m.ervm wrewervfe•'aaafaeal PoSt-Deaelconnent Requirement for Site Area man Xeaeeioa eepobm Im/vrl In xitrgen Larda llnfwmattonal Panelled ored M.bamvA rw.s.nwlerwhwMrm+uxelaemmw bra.Rwa 4ba3w4 X.aamww,X:miM, a,, bXmewia...rxlae ant Site Results (Water Quality Compliance) Area Checks FOREST/OPEN SPACE (a[) DA a D.A. a D.A. c DAD I ARGCI m 0.0E 0.00 OLEO 0.0E OLEO OR. IMPERVIOUS COVER(ac) OLEO 0.00 0.00 0.00 OLEO Or. IMPERVIOUS COVER TREATED IaQ O.m OLEO 0.00 O.00 0.0E OR. M1INAGEOTURFARFA(m) 0.00 0.0E 000 0.00 0.0E OK MaW1GFDTURFARFATRFATED(ac) am 0.00 0.0E 0.00 000 ox. AREA CHECK OR. OR. See Treatment Volume(RR) 4.15E Runoff Reduction Volume and TP By Drainage Area L D.A. c jOA 0 D.A. E TOTA RUNOFF REDUC NV ME ACHIEVED(Ra) 0 0 0 0 D 0 TP LOADAVMMM MR REMOVAL (Ib/fall 0.0E 0.0E 0.0E 0.0E 0.0E 0.0E TPIOIIDIIEDUCTIONACHIOIED (Ib/yr)11 0.0E 0.00 0.0E 1 ON 0.0E 0.0E D IDAD REMIUNING IIb/yr) I 0A0 0,00 0.0E 0.0E 0.0E O.oO NDROGENIAAOREOIN:IIONACHIEVED (Ib/yr) 0,00 0.0E OLEO ODD 0.00 0.00 Total Phosphorus RNAPORr-0EVFLOPF.drWP D(lb/yr) 2.61 TP LOAD REDUOIION REQUIRED III 1.57 TPLOAO REOULIRIx ACXIEVEO 116/yrl EDE TP LOAD REMAINING (Ib/yr): 2.61 MI NIxGTEOADRFDIFCEUQUIRED(lb/yrl: La] Total NRrogen (For Information Purposes) POST.DEVEIOPMEm LOAD IIb/yr) 18.69 11 INLOAOREpFCIIONACHIEVEO Ib/yrNJ 0.00 RFMANIN6 POSr-OflIEIOPMFMNRROGFN IOpD pb/yr) 18.65 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP PLAN BERKMAR FLATS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.23 REVISION: FILE NO. VRRM MAPS & CALCULATIONS 19.075 C14