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HomeMy WebLinkAboutWPO201500095 Plan - VSMP WPO VSMP 2016-07-01AI, BEMARIA,'COUNTY I% INAL FLAN GrENEXA1,NOTES Gerteral C(mstructifin Notes any QNi;=Iiaa road, a p�ermu shall Ix, obtained fforit the Virginia Department of 'I'masportailon (VDCYI,'}.Thns p4an as drawn may not accurately reflect the requirements of the, pm -mit, Where ani dj;;crepancies occvrthe require ments (if the permit shall gllve"m All inaterials and cowtructical methiAssliall conform to cutTerit ipecificiti(nis and ,itandinds of V, DOTtraless othei wise noted. 3 Lro,,ron and siltabon control rneasiurca shall be provided in aeccxt wlcc with the approved crosion control titan and shall N-- installed prior to any clearing, grading, or other orwt tructroll. 1. All slopes and disturbed meas are to hie feiiilized..seeded and mulche& w The I'liaxilnurn allowable slorle is, 211 Where, reasonably obtainable, les'-wr skqxw,,, of 3,1 fit lletterare to 1-w achieved. flavvd, np-ral") or stabilization mal lined ditch may be required when in the opinion of the ("ourro E*Jigineer. or de sig=ht it is decrued necessary in order to stabilize a diminigge, 7 sig Dia Manual for Uniform Traffic All traffic conirc-4 suras shall cowform with the virgi 14, Devk�es. U' n} ,s otherwise noted all concrete, pipe shall be reinforced conlerete pipe -- 41ass 111, 91. All "cavation for underground pipe installation must comply with OSTIA Standards for tile Cot)Artrctlon Industry 129 (7FR Part 1926), Gever' l ("(,instruction Nott -s flor Street Obs.list is in addition to the General C'on,,aucuort I All materials and enstruction must be tested and documented according to VDOT andards and specifications, Surface drainage and pipe discharge niust be re%airted within the public riglit-4-way or VA111111 eaowrnelus prior toaccoptanct% All draitrage outfall easements are it) be extended to it KxAndary title 1-w as natural watercourse. (hial drail Weatiows at' approximate. FAact letigh, location slid appropiriale end treatnleftt; ,wfflltw� field verifiedat the time of coustruation, Additiottal guardrail tray be, required at lot:ahows not .4own wtwu, its the opritiou of VDOT(for public roads) or the CQuaty Digi neef )'for pn vate roads,). m- dc signet;, it is deemed ne=,sary. When guardrail is fe(Iffifed, it shall be, i nstafled four (4) feet offset from the edge of pave ment to the face of guaidrail. and roadway shoulder uridthsshan he increased to seven (7) feet. 1 WIiere urban cross sectionsafe initialled, all residential driveway ertuances glialf conform to V0C)rf'(V-9(A, B 4w C)_ Where wral t iers sectic)"s are rusuffled, all residential ciriveway entrances shall conform lo V 00 1, 'iflindard PF- I . Cornpliano-6vith the riammum Diveinent width, shoulder width and ditch sections, as ,}town on the typical pavement seclictn detail, shall he strictly adhered tn Rcnul lilan.rqvoval for subdivisions is subject tofinal subdivision plat validation.. Should the imal plat for this pit>jeci expire ptiot to sir nin 11 -A g and the apprt ,a] t f these platys shall be null aad void. 8 All signs, or other regulatory devices shaft corifkinu %ith the Virginia Manual for U 11iform Iraffic Control Devices and the Albemarle County Road Nantinp and Property Numt-,cring Ordinance and Manual, 1). Traffic control or tither regillatory signs or Narticades shall be installed by the developer whim, in the olnittion of hats t ' 'ounty Or de"Slonee, they are. deemed necessary in Order to provide site, and coaverrient access. 10- The Npck-d limits to he posted on sl.ccs hrrut&igns are 5 mph below the design spce d. or a, det�orfuined by VOCT17 for public rou&. IL x'134 3"t' standard (" I D-1 or CD -2 crossArains are to be installed uxief the subbase material at all cut and fill transitions andd rae sag 9 g points as shown on the road. profiles. 1 -1, A vi iev C'ariiera inspection is required for all surm sewers anti culverts that are deemed Briar c.�<sable to VD(:yr or Counly, inspersions. "t video inspection shall be, conducted in 'Ps vi, a c deo caniera, inspection procedure- � cordao�-e with VD0 Gerre-rall constivOlou not" flir Lrosititt and Sediment Control plaw L 'plies plan zzpjNoving authority niust be notified one week prior to this pre -construction ,,onlerence. one week prior to the eommencement cat' land di-sturbing, activity, and one week prior to the final iftspections All ercKjori and sexhilrent control rueastwes will beconstruct ed and ritaintairied according to mininittin standards and specifications of the Virg;mii Fxosion and Sediment Contnil Handb(x"k, and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Rtr?utatjorls, 3. All ercxiori and sediment control weasures artw to be placed prior to or as the first step in c1caring, 4. A copy of the approwd erosion and sedimexitcontwA plan shall be maintained on the site at all tiaws: 'S. priu�' to ex-yrnmeacing Land disturbing activities in areas other (ban indicated on these plans tincluding. but reit burned to, 417 -site burrew or waste ire -as), the cootracta'ir shall sabrnit a sU[44vrnentzlry eroskin cuWatrul plan to tire owner ftw, review and approval bry the lilan approvingatithority, t"h= csertrtr actaat is responsible for im5tiliatirstt ofany additional erosion control measures tic cessx-y to prevent erosion and sedimentation as deterinuted by the plan approving, '\11 di5tiirbetl areas are to drain to a Wpirved sediment control measures at all times during land disturbing activities and during site development riatil final slabili7ation is ,achieved,. K, Dur ini dewatering operations, water vvill tv. pumped into an approved filtering device, 9- The contractor shall inspect all efiasion control measures Ivrics:bcally and after, each timoff- produn ng rainfall event. piny Dezessaryrepairs Ix cleanup to maintiitl the effictiveness, of ihe erosion controt devices shall her inade imnyediate-lv._ V). All fill material to be taken ficei an approved. designated borrow area. 11. All wask, maWfials shall be taken to all approvw' waste area. Eariblill shallbe, inert tnatcrLAs ortly. frame cif roots. stumps, wood, rubbish., and other debrls. I_1 Borrow or waste areas are to be reclaimed within 7 days of completion per Zoining Ordinance section 5_I. 8, 13, •All inell Materials shall be transliorted in compliance with section 13-301 of the Cade, of Albemarle, I4. Bolfow, fili (,W waste activity involving industrial-typie, power equipment shall be limited to tile hour's flf 7:00am to 91"Inl. 15, 11(.vR, till or waste Activity shall bel conducted in asato matmer than maintains lateral suppoll, or order Eci minimize any haiard to persons, physical damage: to adjacent land and impToverrients, and datnape tf) any public street because o, slides, sinking. or collapse. '17he devel oper shall resery e the right to i ltstAlt mairitai fl, remove or coriveA to pert slorinvialer managetrient facilities where applicable all exosion control measures required by this plan tegardless, of the salt, of any lot, unit, Wilding or other jxnboir of the property, iTernp(waty slabilization,,sball be tempiwary seeding, and mulching. Seeding is Co be at 75 145"lacre. and in the months of Septcrnlxer to K,+ruary to consist as 550150 anx of Aurtual kyograss and f..,ereal Winter Rye, or in Nlarch and April to consist of Annual Rye,or May. through Au, gast to consist of'Geralurl Millet. Straw, inull:11 is to be applied at 801b8flocisf. Altt:•rrtativcs are subject it) approval by the County crosioti control inspector. ti. Ile"'natte"t stabilization shall be lime and fertilizer, Ixrinaneru, seeding, and mulch. Agrctural Ziul g rad e I i mestone shall be applied at 90lbs/1 (0) st i ac twtorated inter the top 4-16 inches ot'soil. Fertilizei shail be aplAied at I (m, INsfacte and consist of a 1 -'HCl-10 autrient nux, perniallent seeding sIudl N, applied at P�Olbs/acrc and consist 495% Kentucky 31 or Y411 I-ecue awl 0-5%PererrnaJ Ryegrass or KeirtrwkyRluegrass. Straw mulch is to be Alternatives are subject to approved by the ("ounty erositm, control All tneasules are tobc inspected weekly and after each rainfall. Aflydartraye Silt traps are tube cleaned whol 5cri a the wet stora �'c V<ifumc isfilled with sediment. All seeded areas are to be seeded whennecessary to achieve a good stand of grass. ',ill fence, and diversion dykes which are kxAlecdag "e4urient to hall'&ir height must be cleaned and repaired alunedialoty'. "N', i All to rzali xary eromti and tneasures life to tic, rern(wed,withlit 30 days of ali(�rr' V, lxn niers, air es are no longer needed, subject to approval by the 21, Itris PI a,", %"hall, be Void if the mviler does obtain a permit within 1 year of the date of ;al 4v,oval. (Water Protection Ordinan, ccsecijon 17-204(,; ) 12, vegetation shall be installed on all denuded areas within nine (9 months after the date the land disftubi ne activiry conuitericed, lWater Protettion Ordinance sectioll 17- 10, 18) (knieral ciawstruction notes for Sita rawater Mairagemmt p1lairs I , Ali and constructed fill to tw within 95% of maximum dry density and 2% of optimum moisture conrorlC All fill Tuaterial to be apfm,wed by a -geotechnical engineer. A eapirleer is ILL be present during coristructioo of danw g -in 11il3v and ris, ire robe watertr'lit within stormwaler in, agerriontf -ac ilities. Fortenpmxaiv sedirilent traps or basilis which are to beconvertedtopermaneut stornivirater conversion is nal to take,place until the site is stabilized, anti prurission has bmu obtained from the County t"rosion control inspector. A WPO P L AN WHITEHALL Dl�f�TRICT -1 INIA ALBEMARLE COUNTY, VIR'kfx Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: February 2011 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adoed by the Albemarle County Service Authority on January 15, 1998, except as modified below or modified in Special Notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shad be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff, No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shaft be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system, All doghouse manholes must be pressure -tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design. and is not necessarily complete or accurate. The Contractor shall be responsible far the verification of the location, size and depth of all existing utilities, both surface and subsurface, The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner, 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing, 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be require& For blasting within 100 feet of any operative RWSA sewerlines, bypass purnping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner, 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe, 11. New water main installations shall bepressure, tested, chlorinated, flushed and have water samples approved prior to making my permanent connection to the public water system. Approved methods of filling and flushing newwater mainswrill be required to prevent any contamination of the public water system. 11 All casements for new RWSA facilities shall be recorded prior to placing the new facilities into service, 13, No permanent structural facilities will be permitted in the RWSA easement This includes budding overhangs, retaining walls, looters for any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. TOPOGRAPHY AER,IIAL TOPOGRAPHY HASBEEN PROVIDED BY TOWNES SITE ENGINEERING, APRIL 2007 BASED ON A VISUAL INSPECTION CONDUCTED IN JANUARY 2016 IT WAS DETERMINED THNTTHE SITE'S TOPOGRAPHY HAS NOT AN SINCE 2007. 0 CULVERT OR STORM SEWER (WITH STRUCTURE NO.) EXISTING CUVERT OR STORM SEWER PIPE DROP INLET & STRUCTURE NO. 0 PROPOSED MANHOLE I EXISTING MANHOLE PAVED DITCH JUTE MESH OR S13DDED DITCH EARTH DITCH - GRASS LINED 9mm EXISTING SANITARY SEWER 0 PROPOSED SANITARY SEWER T SANITARY SEWER SERVICE CONNECTIONS 120400.00 MANHOLE NO, W/ STATIONDR \21 15050-0,00 COORDINATE LOCATION WATER EXISTING WATERLINE PROPOSED WATERLINE PROPOSED WATERLINE SERVICE CONNECTION GATE VALVE FIRE HYDRANT ASSEMBLY TEE OR TAPPING SLEEVE CROSS BLIND CAP REDUCER BORE CROSSING EXISTING CONTOUR 100 PROP13SED CONTOUR X luaOo EXISTING SPOT ELEVATIONS + 10(100 PROPOSED SPOT ELEVATIONS T/C 100.00 <T/C - TOP IOF CURB) 11/16/2015 BENCH MARK & REFERENCE NR Stag VDOT STANDARD STOP SIGN ' 9mm EXISTING SANITARY SEWER 0 PROPOSED SANITARY SEWER T SANITARY SEWER SERVICE CONNECTIONS 120400.00 MANHOLE NO, W/ STATIONDR \21 15050-0,00 COORDINATE LOCATION WATER EXISTING WATERLINE PROPOSED WATERLINE PROPOSED WATERLINE SERVICE CONNECTION GATE VALVE FIRE HYDRANT ASSEMBLY TEE OR TAPPING SLEEVE CROSS BLIND CAP REDUCER BORE CROSSING rs 3.31 EROSiQN CONTROL EROSION CONTROL DEVICES AS PER VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STD, & SPEC. DUST CONTROL EXISTING PARCELS MAP PCE 102 11/16/2015 C13NSTRUCTION ENTRANCE SF 3.05 06/20/2016 SILT FENCE >( IP 3,47 CBPA COMPLIANCE PLAN SHEET INLET PROTECTION 06/20/2016 EROSION CONTROL - PHASE I TEMPORARY DIVERSION DIKE ST 3,13 Mi TEMPORARY SEDIMENT TRAP CD 3.2Q (( ROCK CHECK DAM LIMITS OF CONSTRUCTION rs 3.31 TEMPORARY' SEEDING PS PERMANENT SEEDING 3.35 MULCHING IrC 3.34 DUST CONTROL SOUTHERN CLASSIC,, INC. (434) 823-1430 OFFTCE (434) 823-1453 FAX 70NING DISTRICT. R -A SETBACK REQUIREMENTS: SIDE: 25' REAR: 35' SOURCE OF TITLE: TM 57-35 TM 56-100F TM 57- -358 INDEX TO SHEETS SHEET # LATEST REVISION DATE CONTENTS OF SHEET C-1 06/20/2016 COVER SHEET C-2 03/22/2016 EXISTING PARCELS MAP C-3 11/16/2015 EXISTING SOILS MAP C-4 06/20/2016 HYDRAULIC ANALYSIS C-5 03/22/2016 CBPA COMPLIANCE PLAN SHEET C-6 06/20/2016 EROSION CONTROL - PHASE I C-7 06/20/2016 EROSION CONTROL - PHASE 11 C-8 03/22/2016 JEROSION CONTROL NOTES & DETAILS I DEVELOPER NAME: SOUTHERN CLASSIC INC. ADDRESS: P.O. BOX 248 CROZET, VA 22932-0248 CONTACT PERSON: DAVID MITCHELL PHONE NO.: (434) 823-1430 FAX NO. (423) 823-1453 I HEREBY CERTIFY THAT THE LOT LINES, LOT NUMBERS, BLOCK NUMBERS (LETTERS) AND STREET NAMES ARE IDENTICAL TO THOSE SHOWN ON THE OFFICIAL RECORDED PLAT AND NO CHANGES WILL BE MADE PRIOR TO APPROVAL FROM THE UTILITY DEPARTMENT. IF ANY CHANGES ARE APPROVED, REVISED WATER AND/OR SEWER PLANS WILL BE SUBMITTED WI. 48 HOURS AFTER �PPROVAL. PRO!IECT ENGINEERt"�, APPROVED by the Al:- County cornniuni',, Date 1zaXy 8129107 DA TE 4 16 07 PER 10/? 7/0 7 -so PER _5 COUNTYZ BRIAN C. AfITCHELL, P.E. P,is PER CO. PROJ. 2_006071_1 0 DA TE 4 16 07 PROJECT AL4NAGER BRIAN C. AfITCHELL, P.E. PROJ. 2_006071_1 0 DENOTES CRITICAL SLOPE AREAS CURVE TABLE CURVE LENGTH RADIUS CHORD CHORD BEARING C1 26.29' 45. 00' 25.92' S84 *252,5"W C2 58.49' 50. 00' 55.2 1' S7848'21 -E CJ , 118.80' , 50.00' , 92.76' r, I 1 N66 -2j23" 1 0 'o -A, I -A V' 6 -Vi )-A "'A 7- 0 r 0 A, J, 0 TA4 -7-7 0 P 0 T kP-PROXIYA TE L jjV�l �%),�7 4 k" )PO, �00DPLA t-7 7 00 R F 1D 9 -PE IP4 X� C) 4- e !h, t _K A C j 'r- -:4RDA"i A4. P 7 T -rim S C11 - - - ------ --- L 0 N A,� t A 4 FD Zo V - - t -k, 81 . ...... ... ....... A V APP_p1-1A-jMA- .-_­­.�� .. ..... i6j'58 7 7-� A LA 'N I y). 5_1 . . . -4,V5 1 t/ I A Lq P. V '33T,�, u u&2 9 1 0 D PL TK -_'N ......... J., N, N- - . 5 "n y- r T 14) �o, -7 IRON zl)_ F A4 P"' t Oil j _!!? ww Ij JQ�"- W - - , -i - - , I _.` 11 _ r _ to A Lav ru� u t 4,7 Yul) �1 ,� k ', "o " _., , -. 0 _,100 1 R F1,00IDPLA N,-_ V V . . . ..... Al" 6� 435 0 jff, -1R0 jD e "I . A, PPROXIMA TF L/1'ai TS OF, '47", J_� 54 M� 0A "F 981, '61V I 71 '4 *7 Rl"o C, j 56L7 s 0 .4 - AF F, D. # bo . . .... 0 --- Z:�* . . .... Z7 'h 0 NE N., 7C -0,0iV IN 0 J... ... .... .. .. .. . L I if TZ A 1 % Nj 0 -0 k 41 (A I�A N A IV 0, yj r) 4 J, o ... ... 7 -4 6 . 55- jw­l v w, 11NE 1,5 0�77 A( r jA (XI oy 7 v", n A 0 q f 0 . . ... r C r 0\ J 01 U,\ Av �u A _j qo y (01" l4 - J, e V 7, _4� . . . . . . . F PWCWU� �t_7 % AROELI 4,, F id i A U, N/ X J r4l -ICA, 0 p,,\ A -4 V N11 IRON . . . ...... A CRES 6�(J, 099 AX WON 2 .. ... 0, ZONED R A x 4� X R CF 'T Y 0� I-, A-- j jo 3 PA, I j A - f AVP ON W'S ,A'__­PU `S -TA -h —A ZONED R, ;V"r AP�3 ZRON IRON 5 v� 'Ad 0 i 1 -4- 1 /IY(' A ow, rl al 743 &) PG 6,98 `4 u _Aurvr_1',> 15 T z 978 65 08- F . zo-1 0 e 7 45722 -CRES . ..... ... - I _-A N, Al A% y TFI\W- y y . . . . 01 Ab Ll 00/v A X" e )9 "A46f . .... ..... P 4 l/4 T P/, 57 1;4 000;"4 7) -m- F �10 4 K/ C7/ , , , �(--( " – OPM EN 5 �7` V ­k T J-0 __A/ A TA S, 5 DEVEL f, v 7 - IRON u IR Oy, a IR N b ji U �Lid W Q0884 �N - ----- JLEUTE ;4< z, 'lb IV -Z - -, 1� \ % t i I i'-*.,�.i­-- - , - _ i '' - 1-11 - 1p, o/ '5, '2 Ft) 4 (XV ... ...... 4 Z' -IROjl,, Ejl, � - - - T 0 STA ON r 4 ...... IRO V �A . R b. 's 4., V T r Tmp V '0� 0 NQR7 J .. .. 0 k, -ju r240 N k r 6' _9 G Ile C' ....... ... U --w "40-_ --o-UP N iv/. f-. 07 p 17� T, "4 J, 4 RIA - - - \ -j� l -. I I I — .' 4 7 S 7 WO/V F T Ei LINE,` Q .. . . . ...... IRON IRON I GRF C RE EK J. 2 1� 'I"ON/7- 771E 'y IkE WTH A 4e rAA, -zi V SEMEW T I -C A P' 2 7/4 DB, J�r3l PG -412 zv 01 \AIM ONE, R A 'F 4, 1W V-' Z3 Q "X, W_ lip �57LJ8 R M. P. r k-, o 32. TI C_� rn ......... -4 T T /�2 Ne" % A IV t . .. . . ... X 7 A 5,� 4 4 CC a 0 , nk IR* f P; Y 4-3- 4!, io f P, �0.00,_ 7� 4 !.A 7 ui� _1 - V - - - - -1 n, IR IRON! M. P. 4 _C, 1 /4�v' 37 S5! OA ......... 5�4 7`7RON __0 '-A-A GRAPHIC SCALE Y_7 -q MON, _TC� 150 0 75 150 300 600 IN FEET 1 inch = 150 ft. DA TE LINE TABLE LINE LENGTH BEARING Ll 155.75' N21'16'09"W L2 8Z 02' S78'0050"E o 78. jj' S88*46'50"E L 4 14J. 75' _4 L5 109. 00' S78*1950"E L25 100. 00' S82*49'25"W _L6 L 7 100, 00' S80*4725"W L27 d S674725"W _L8 L9 48.75' S55*02'25"W LIO 84.81' S6o*ol'j5"E L11 J5.50' S80*01'J5"E A 122.76' N16*16J5"W L 14 41.56' 1 N16*16'J5"W 0 74.96' S71 *58'40"E L 16 75.97' S6J'51'48"W L17 101. 07' N27*4J'48"W L18 191.80' 0 L 19 257.14'1 % j" V� 0 % _j 0 r 0 j v -A 0 'o -A, I -A V' 6 -Vi )-A "'A 7- 0 r 0 A, J, 0 TA4 -7-7 0 P 0 T kP-PROXIYA TE L jjV�l �%),�7 4 k" )PO, �00DPLA t-7 7 00 R F 1D 9 -PE IP4 X� C) 4- e !h, t _K A C j 'r- -:4RDA"i A4. P 7 T -rim S C11 - - - ------ --- L 0 N A,� t A 4 FD Zo V - - t -k, 81 . ...... ... ....... A V APP_p1-1A-jMA- .-_­­.�� .. ..... i6j'58 7 7-� A LA 'N I y). 5_1 . . . -4,V5 1 t/ I A Lq P. V '33T,�, u u&2 9 1 0 D PL TK -_'N ......... 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DA TE LINE TABLE LINE LENGTH BEARING Ll 155.75' N21'16'09"W L2 8Z 02' S78'0050"E LJ 78. jj' S88*46'50"E L 4 14J. 75' S70'26'50 "E L5 109. 00' S78*1950"E L25 100. 00' S82*49'25"W _L6 L 7 100, 00' S80*4725"W L27 50. 00' S674725"W _L8 L9 48.75' S55*02'25"W LIO 84.81' S6o*ol'j5"E L11 J5.50' S80*01'J5"E L1J 122.76' N16*16J5"W L 14 41.56' 1 N16*16'J5"W L 15 74.96' S71 *58'40"E L 16 75.97' S6J'51'48"W L17 101. 07' N27*4J'48"W L18 191.80' N16*59J5"E L 19 257.14'1 S52 -4446"E 0 'o -A, I -A V' 6 -Vi )-A "'A 7- 0 r 0 A, J, 0 TA4 -7-7 0 P 0 T kP-PROXIYA TE L jjV�l �%),�7 4 k" )PO, �00DPLA t-7 7 00 R F 1D 9 -PE IP4 X� C) 4- e !h, t _K A C j 'r- -:4RDA"i A4. P 7 T -rim S C11 - - - ------ --- L 0 N A,� t A 4 FD Zo V - - t -k, 81 . ...... ... ....... A V APP_p1-1A-jMA- .-_­­.�� .. ..... i6j'58 7 7-� A LA 'N I y). 5_1 . . . -4,V5 1 t/ I A Lq P. V '33T,�, u u&2 9 1 0 D PL TK -_'N ......... 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IRON IRON I GRF C RE EK J. 2 1� 'I"ON/7- 771E 'y IkE WTH A 4e rAA, -zi V SEMEW T I -C A P' 2 7/4 DB, J�r3l PG -412 zv 01 \AIM ONE, R A 'F 4, 1W V-' Z3 Q "X, W_ lip �57LJ8 R M. P. r k-, o 32. TI C_� rn ......... -4 T T /�2 Ne" % A IV t . .. . . ... X 7 A 5,� 4 4 CC a 0 , nk IR* f P; Y 4-3- 4!, io f P, �0.00,_ 7� 4 !.A 7 ui� _1 - V - - - - -1 n, IR IRON! M. P. 4 _C, 1 /4�v' 37 S5! OA ......... 5�4 7`7RON __0 '-A-A GRAPHIC SCALE Y_7 -q MON, _TC� 150 0 75 150 300 600 IN FEET 1 inch = 150 ft. DA TE LINE TABLE LINE LENGTH BEARING L20 148.93' S40*52'12"W L21 106. 00' 570*00'05"W L22 35.75' N27*4J48"W L2J 154.06' SJ2*J5'50"E L24 114.98' N65*J92J"E L25 90.74' N385 752 "E L26 27. OX S52'21'10"W L27 165.72' S80*53'J8"W 0 10 0 'o -A, I -A V' 6 -Vi )-A "'A 7- 0 r 0 A, J, 0 TA4 -7-7 0 P 0 T kP-PROXIYA TE L jjV�l �%),�7 4 k" )PO, �00DPLA t-7 7 00 R F 1D 9 -PE IP4 X� C) 4- e !h, t _K A C j 'r- -:4RDA"i A4. P 7 T -rim S C11 - - - ------ --- L 0 N A,� t A 4 FD Zo V - - t -k, 81 . ...... ... ....... 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" , __�____,`_ ., �_:__�_� ....... _-, :::�_ _1 7, � _ - _= __ __ - i I _,:��,:__ ,�:::z_,�-�-����:::-:-=-�-�"-��,��,�, - - - '7-- ­', ­­_ ___ � , - ---- --- -- _:_ ------- -- _ __, ' ­ --- ---------- -_ " -.,--, .--' " " �k_A_jk� - � __1 ---- 1-1 __.:�­ - -------- - ­ I ____­­_­ ­��",�",___ __ ._ --- I I ------- - I - _ _ ........ ­­­­­ ...... ­­_­ _ 1_11 - ______._ ____ � . - _:�_,'�7.'�,,,L'� _,; �� - - _.______ ��� ,&Z-111 ...... _ 1-1 ­ � - i ,�,_ ­_­_,-_�­-,_T�-a',-i--- : - ", - ­__­� --111-_ ­ __11-1._11_,____ ... - - ­_­_­­­ 1-1- � - - , - .' �­ ­­­lf "" __ __ __ ___ ", _­_­ � _1______-,__ - - ­`- . ............ � .... � I'll-l'..'�-""��,.�.�,������.-I�-",I ----- - 1_1_____,___ " �",�]���-�,��--�",L,-�,,��,��,�-,�:���,,�--��--�::�,� ------ - - ---1- ------- __ _____� ___-11 11., - - __ __ -------- __ __ ______ ____-____ .---- ___ --- _ , ___ " __ _­­­­.­___ ........ � ------ - - - - - - - - - - - - - - -- ------ - "I.-, - - - - - - - - - - - - - - ,-\ - - - - - ,_ - - - - - T ------- - � ------- - ___ ...... �.,��-��.-�L--'-----'-'--.---�---- - __ -'-- - - , / __ �___-_, _,_,;�2, \ .> \ \ \ � � � \ k / / / I I I - GRAPHIC SCALE 150 0 75 150 300 600 FF =��l / , 1\1, " , , , , , I11 I I 1_"1111 '111", < "' � I )"k , , " ) , I � � - 11 11 I _�� ,_\�"Ik\ � �_ 1�1 � N �_ 6E = I I I I I I I = =_ ( IN FEET ) I \4 1 inch = 150 ft. \1 L � ;5 :::: P 3: L_ .5 :�i -11 :3 0 = . i 01 .S 3: 2 �0 10 :E I'- 0 IU 0 :) I- 0 :�3 0 L_ 0 . 17, C .5.� k 0 0 � c .2 0 :3 -0 0 , CL 0 " 0 = 1�1 a .r 0 4) C I M & -Mff YRUUX� [ DA TE WEAM PTER 7R C 0 UAN7TTY 1 q�� 7/0 7 PER COUNTY 1111�115 PER COUNTY _ I I 2 4- Cn 10 0 L_ 3: l.2 I'— 0 _� 11 CL 2 aL 0 _F; \.. .T 114 ITNE 4 / 161 07 C: 3:: 0 _r_ to _4� I'm 4 ( 1 "=1 50' C M .F 5 -00 r PROJECT MANAGER __ . � 11-4 " 44 &, U 6..4 U Q4 a. 6-4 �.�4 -0 Q4 �" PROJ.# cf) � E__4 U) 1-4 �� C-3 "4:� $--q Q, q �..4 E..4 �� �� Q4 (Z� �-.q A Q) C Q) 1-� Q-4 �� C -q r,q 47��:t E., �� '.4 ,4 4-� � .­� �� �Z, �q QZI ______1__1 �_4 llt� � ;5 :::: P 3: L_ .5 :�i -11 :3 0 = . i 01 .S 3: 2 �0 10 :E I'- 0 IU 0 :) I- 0 :�3 0 L_ 0 . 17, C .5.� k 0 0 � c .2 0 :3 -0 0 , CL 0 " 0 = 1�1 a .r 0 4) C I M & -Mff YRUUX� [ DA TE WEAM PTER 7R C 0 UAN7TTY 1 q�� 7/0 7 PER COUNTY 1111�115 PER COUNTY _ I I 2 4- Cn 10 0 L_ 3: l.2 I'— 0 _� 11 CL 2 aL 0 _F; \.. .T 114 ITNE 4 / 161 07 C: 3:: 0 _r_ to -) SCALE ( 1 "=1 50' C M .F 5 -00 r PROJECT MANAGER __ �, BRIAN C. MITCHELL, P.E. 0 :�i CHECK -ED -0 ( =:) _ r a M PROJ.# ( 20060711 .0 3:: P SBEE T ;,r& C-3 co . I-- �_ tIIIIIIIIIIIIIittIIDRAINAGE AREAS: tIItIDA 4.84 ACRES ttID —4 II0.58 ACRES A —7 DA t IItAI-9 tIID I.. .. ....... DA -10 3.79 ACRES itI-13 7.07 ACRES DA DA -15 0.45 ACRES IItN 0� iIIIII... ... . ..... IIIIIIIttiIitIIIIIIIIit-- — -- - ----- IIIIIItVVP O' B U ItIitIIIIItIIIIIN IIIIL IIIIIIIIItI- - ----- ------- tIIIIIItIIItitIIIitIIIitIIIIIIItIiIIItII- -- ------- If itttitItIitIIIit------- - ----- IIitIIIIIIIItIt. .. ....... tI---- ------- ItI---- ------ IItIIItIIIIIIx IiIIIItIIIIIitIItIIIIitItIIitIIIIIIIIIIIIIIttIIIIitIItkz, iA I, CL IitittDA , 9 lIIiI4 j IIttIitIIIIIIIIIIItIIIIIItIIIIIIIII IIitIIIIIIItIItIIIIIItAw i IIItItIIIIIitIitAlm. tt4; It iIt. ......... IIitIIIIII- -- ------- IIIItIJ 1 tItItItIIIIIIi70 IIIIitI$ y Pr IItItIIIIIittIIIIIItIIIIIIitIIIIIIIitIIIA IIitIIIitftIItIIIititlIIIIiIttIIIIIIIittII4EA tI'N tIitI.. ... .. .. .. IItIIIIItIIf Iit/Af IIIIII0* IItIitIIIIIitiIIIIIitIIIIIf2, IIIIA Ivc I.. ........ . ItIIIIIIitIIIIIIIIiIIIIIItIIIitIIIIt,l itIIItIII...... . ---- IItIIittIIiIIItlIIIIII-71 Ig ItIIIIIIIIIIItIIIAs I loll IIItIIIIIIititIIIje IItIIiitIIIItIIItIIIitIIIIItIIitIItIIIItIIIIitIIiIIIItIIiIII---- ----- ------ - ItIIIitIIitIIIIIIit- ------ - -- IIIifIitIIIIIIIitIIIitT II I------ .......... I 80 IitI GRAPHIC SCALE 0 40 80 160 320 ( IN FEET ) I inch = 80 ft. _c -1.1 0 _c _c 0 - CL 0 U LC CA *c Ld DA TH wffff Ylind UlWi ITEM 8129107 G AP T U RIN I 10/27/07 PER COUNTY 11116115 1" = 80, PER COUNTY 03122116 WIDT11 PER COUNTY IPOSIMD 4> CHECKED BT_� Mpli PROJ.# 20060711 80 IitI GRAPHIC SCALE 0 40 80 160 320 ( IN FEET ) I inch = 80 ft. _c -1.1 0 _c _c 0 - CL 0 U LC CA *c Ld DA TH wffff Ylind UlWi ITEM 8129107 PER CO UNTY 10/27/07 PER COUNTY 11116115 1" = 80, PER COUNTY 03122116 fn PER COUNTY BRL4N C. MITCBEZ . P 4> CHECKED BT_� PROJ.# 20060711 SHEET # C-4 W DATE 4 / 16 / 07 SCALE 1" = 80, fn PROJECT MANAG,7E_R___"� BRL4N C. MITCBEZ . P 4> CHECKED BT_� PROJ.# 20060711 SHEET # C-4 71— W '%--�.'BPA COMPLIANCE IS BEING ACHIEVED BY THE IMPERVIOUS AREA BEING LESS THAN 16% OF THE PROJECT AREA PROJECT AREA = 106.76 AC IMPERVIOUS = 4.29 AC 4.02% POST Worksheet I Page I of 3 STEP I Determine the applicable area (A) and the post -developed impervious cover (IP -)- Applicable area (A)-* = 106.76 acres Post-developnient irnpeivious cover: structures = acres parking lot =—acres roadway acres other: acres acres Total 4.29 acres 1p, = (total post -development impervious cover ' A) x 100 = 4.02 The area subject to the criteria may vary from locality to locality. Therefore, consult the locality for proper determination of this value, 2 Determine the average land cover condition (kallr1h,d) m r the existing impervious cover (1,,xistil)g). Average land cover condition 0,,,,,,,h,d): If the locality has determined land cover conditions for individual watersheds within its jurisdiction, use the watershed specific value determined by the locality as — 16 % Otherwise, use the Chesapeake Bay default value: lwat­,d = 16%) Worksheet I Page 2 of 3 Existing impervious cover (I Determine the existing impervious cover of the development site if present. Existing impervious cover: structures acres parking lot acres roadway acres other: acres acres 'rotal 0.0 acres I (total existing impervious cover -. A�k) X 100 = 0.0 % I-111till, C, The area should be the same as used in STEP 1. Worksheet I Page 3 of 3 Situation 2: This consists of land development where the existing percent impervious cover is less than or equal to the average land cover condition (I"...",J and the proposed improvements will create a total percent impervious cover (Ilp.,,) which is greater th the average land cover condition I­i5th,g %; and IP.St /0 > I'Vatershed % Situation 3: This consists of land development where the existing percent impervious cover is greater tha the average land cover condition 1-istitig % > I­tmsb�d % Situation 4: This consists of land development where the existing percent impervious cover is served by an existing stormwater management BMP(s) that addresses water quality. If the proposed development meets the criteria for development Situation 1, than the low density development is considered to be the BMP and no pollutant removal is required. The calculation procedure for Situation I stops here. If the proposed development meets the criteria for development Situations 2, 3, or 4, then proceed to STEP 4 on the appropriate worksheet. j N Y t "'n 1Q, L b) t A, 7, L r 0, -4 "T, A$I 'NO", V—� N A� J. ... ... V, 0'el f k 7 1 17 1 J 7'. V 'T b ? ... ...... .... "'Ji i'v Vi, t �C) —7, J i�� S - dM A -i- 14 W "T" r� 11-711. 4 A- A[ A W Y I I I I -4, W, J L7 Z % % �4 ZZ4 0 fl ? f % V/ qf/ t IWI M t 2/ A" V -q, T r7, J 1 -.1 1�1 �, . I - - — I - I , V�', � 2 i "A V �4 vv\ -k Q/ ii, � e�E, 7- N ?7� t 7�- t AN r # Y/ V-, OR N /,;J r J A: JX V -1711, 7- 4;q % J "I , 44 J ij, J" Slh,' q i" —K K y M, N, % T M lIdz I Io ­ f j,,iy Z luft BMW,—, Y� ','Ili A 4 --- 2 J� :,s/ J A" 41 .......... . ............... .............. J- 4, M K11 A V 'A, - , Ni� o- -i I - I z", 4 ? J" . ... . to % W 4 Y eg jyv,�� r IMR RS, j 4 k Z Sit z ",, �, f, �' 44 I— ILI JR 4­,­� I&J, % -0� jl� A\ J 4— .J LN 27 , ­41� -3, A -y- ..... . ... 7' 0 ;u KP R. CKF11 1- 0 1 Mu - I ,f -j, R"M AW -2-\ y tk J OK;fw -- — - - - ------- A . . ........ . -- -- - - ---- - ------------ ------ --------- D-K ----------- ............ ... ....... DENOTES PROPOSED IMPERVIOUS FEATURES DENOTES NON -IMPERVIOUS EASEMENT TO BE RECORDED FOR CBPA COMPLIANCE AREA = 17.58 ACRES f -W7 PAW 0, -M bite. MOE i .. ....... . ... 7 .......... GRAPHIC SCALE 150 0 75 150 300 600 ( IN FEET ) 1 inch = 150 ft. E-4 0 41 4.- 0 E,4 4 0 0- 0 0 -CL UJ DATE WE vlwulvj!)� ITVIr P12 910 7 PER CO UNTY 10/27/07 PER COUNTY 11116115 PER CO UNTY 03122116 C. M HE , ITC LL, P PER COUNTY C— CHECKED B Y PROJ.# 20060711 0 2 CL 0 DA TE 4 / 161 07 0 -0 J PR RCT MANAGER O� CBM �E C. M HE , ITC LL, P C— CHECKED B Y PROJ.# 20060711 h 'x ­X %I th': X�_ EROSION CONTROL N EROSION CONTROL DEVICES AS PER VIRGINIA 111vi till", Vl D ttjt �,n EROSION AND SEDIM k r 0 STD. & SPEC. iot 1: i i 1,-4,1 OFI DI$TURBAN- E� N ;f PIZ A it N, 0 0V CONSTRUCTION ENT V of (TO CONTROL VEHICLES TRACKING MATERIAL OFFSITE) 4, z f6 fs 4 `k� V TEMPORARY DIVERSION DIKE TF- 4�� lwW 01 . .. . ..... (TO CONTROL SEDIMENT FROM A LEAVING LIMITS OF CONSTRUCTION) 5't r h- ih >< SILT FENCE 'A' 'A 7// f (TO CONTROL SEDIM 7", LEAVING LIMITS OF CONSTRUCTION) F1 ,n t r -1, 1_�� , �_ , l, - .- � -1 1", � , - _­ Z" 4K -P , , , - _­­ - __. - " 0', 3 1 -- " 1. , I l ; 0 U U a CW j V M4 X OF DISCHARGE) 14 (TO ALLOW SEDIMENT Z-1 ? I N z V iqi ,W� W, 2", q, t f (TO SLOW RUNOFF FROM EROSIVE Kt' VELOCITIES IN DITCH SECTIONS) K took -7 it CIP ..... . I, t NX" % -6 - CULVERT INLET PROTECTION Xf t I M I TS - (TO CONTORL EROSION AT THE INLET RS THE PIPE) 4 t"l­j DtSTURBAN 7 (TO CONTORL EROSION WHERE w yj RUNOFF EXIITS THE PIPE) '>f op, jk" I`,, Owl INITIAL LIMITS X. ..... q V�l f OF DISTURBANCE ll I j�h f I ',f 0, ... ....... _77 I A _4 QT- 3 LL RESERVE THE RIGHT TO 0 0 ItO INSTALL, MAINTAIN, REMOVE, AND/OR CONVERT TO F t'l 1 -,n 3 6 ACILITIES -A CH,b j "I, - -i ACRES ANY LOT. lijj� j 1* i�' M, s k, X� - _N,� -- i A _0 a x (WHERE APPLICABLE) ALL EROSION CON REQUIRED BY THIS V, PERMANENT STABILIZATION ALL PROVIDE GRASS 4 STABILZATION ON ALL DENUDED AREAS l7 lt�0: ", � %-,� -: - , ", x lilt PRIOR TO N slit 'I. tt, TURNOVER OF THE PRO ER. ST- "W. 999 �P 1010 pq� ­'Itlt I � i "I ; _is --D 4p, j T 1 j)j 1 1-tOW 4,10 �x, ww,ii it --,e 4 1- A, I b, SEED SHALL BE APPLIED AS DICTATED IN THE IV_ 1 t BANCE CR E S- V, Y VIRGINIA EROSION AND SEDIMENT CONTROL 'V Di5TQR t s sI w/ 1.11c Il', I, -, , - ','I - t - - , i; I'l ; Ntll 7, STORMWATER RUNOFF CONSIDERATIONS 'C It I - , i _4 THE SUBDIVISION PROJECT IS BORDERED ON THE* V 7 !J It liPlihP111 Ti - - ----- --- TS AS THE OUTFALL NORTH BY LICKING HOLE BASIN AND ON THE FOR LICKINGHOLE BASIN. STORMWATER "w" Ift V 'e, DISCHARGED INTO THESE FACITILITES AND _7,e: ­py DRAINAGE FROM THIS PROJECT HAS BEEN V- - ------ -- - ----- R IRA 10 CON CT d lx IoiiIl/ DESIGNED TO PREVENT EROSION FROM OCCURING. ---- ------ INITIAL LIM Y, --- -- --- ------ ITS OF DISTURBANCE A FLOODPLAIN EXISTS OUTSIDE OF THE BOUN DAIRY--', fAbINtJ -ARQ IN, 07� E AREA ,& - ", -,l I It CM, HE RIVANNA WATER AND W7 iTEMPORARY 8TOPKPIL A L A s ty & 4 7 CKINGHOLE BASIN. Ai;7;' k - MAINTENANCE VIT 75 t � ",J) t_ _ , 5,1�- IN GENERAL, ALL EROSION AND SEDIMENT !Z_y < 4 vu irp" 5T4, W V _77 CONTROL MEASURES W AND 20 f A �vl - Y/ - Y AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC f ATTENTION WILL BE GIVEN TO THE FOLLOWING . ...... I w 3� ST ITEMS: r S T 7 DA=0.54 S VIA a. SEDIMENT BASINS AND/OR TRAPS WILL BE ACRES,�` 0 CLEANED AND MAINTAINED IN ACCORDANCE WITH j I -,1,- 7-- . ..... ... PROPE-1--l' UNE . ..... I� 13 A .0 C, 47 tl Nis j THE VIRGINIA EROSION AND SEDIMENT CONTROL D A > b. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL 41- 4_, Z:L, S IF THE GRAVEL IS, INAGE. Z, .1 3j 'z lNf, V SEDIMENT, THE GRAVEL WILL BE zbAiNct/ e X VV e� X, �d , OR IT WILL BE r REPLACED. N 7 X x" j < jp*i,i�,f RATIVE I'lo" j'' I/zl; 7�_ V. tck 5 _V, Al eAk I, Z�r IV- hil" ., ii� , ­_ --z:.EROSION AND SEDIMENT CONTROL �MEASURES PROJECT DESCRIPTION i", r �t ' " ix k it t /A THIS PROJECT INVOLVES THE CONSTRUCTION OF A n"A f qt"; _7� 13 SINGLE FAMILY RESIDENTIAL LOTS WITH THE , , � ''t , " 1�,I'l w Hl -OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT X_ PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT ------ ....... IN, tv� 14TH LOT BEING A PRESERVATION TRACT ALSO TO ti: SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT V 07�� Vj BE USED FOR SINGLE FAMILY AND ALSO WITHIN -- ---- . ..... it, t!"y f t,u,A, r", ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE W l. J11 THE PLANNED COMMUNITY. THE PROJECT 7 2 il-N, Ort 1::�, PERMIT SHALL GOVERN. T I , - , - - , , , I%I'�',f I, 4- .10 4- m 'ttj j INVOLVES THE CONSTRUCTION OF TWO NEW II f k: T- - 7 'A AQ R E xV, 1-01 CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE is ROADWAYS (DYLAN LANE AND DYLAN COURT). I�V THE SUBDIVISION WILL BE WELL AND SEPTIC DRAIN 7"y/ C j7<,t: -5832) 48 HOURS IN ADVANCE OF THE START FIELDS AND STORMWATER RUNOFF IS BEING CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296 V "'A j OF CONSTRUCT ON. DISCHARGED TO EXISTING OUTFALLS THAT X, DISCHARGE TO LICKINGHOLE BASIN. THE PROJECT 3 J, ORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL _7 GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO INCLUDES SOME MINIMAL INDIVIDUAL LOT GRADING. g N THE AREA OF LAND DISTURBANCE IS f � "i "tit - X, 1,4 1 1 � 1 �! e 1 'j ", � � 1 1 1 , �'k i ". � , 't " APPROXIMATELY 5.3 ACRES. 1i id, AY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. Z J-\ PERMANENT STABILIZATION SHALL BIE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. �v x 'it I�y A% J� X Al, 1 i WHERE CONSTRUCTION VEHICLE AC(CESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE if EXISTING SITE CONDITIONS Oer, lif A4 THE EXISTING SITE IS COMBINATION OF OPEN i 7"t FIELD AND LARGE MATURE HARDWOODS. A EDIMENT BY i(VEHICULAR) TRACTING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO T A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE ''--REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. FLOODPLAIN EXISTS OUTSIDE OF THE PROPERTY -N`-, -,:-- ::�:: - li - ", � 11� Ill 1. 1 1 ) 4, ; , f ! !I / i, t 4""2 ell BOUNDARIES ON LICKINGHOLE BASIN. tl .9 I'"' ' T/�5TM l I i J1 STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVIDION SHALL APPLY TO 14 Ir Z�lT" I:i,A? QZ. r INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND DISTURBING ACTIVIT ES. if-tj// J I/ �,� 1 / J, T THE SUBDIVISION PROJECT IS BORDERED ON THE Ij ll;g 1. INSTALL CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS. THE CONSTRUCTION ENTRANCE SHALL BE OFF OF THE NORTH BY THE RIVANNA WATER AND SEWER EXISTING PROPERTY ACCESS ROAD. 1g), A/ -w, REGIONAL BASIN KNOWN AS LICKING HOLE BASIN. THE PROJECT IS BORDERED ON THE WEST BY y tj i 1, LAI" s V 2. THE CONTRACTOR SHALL CLEAR A PATH FROM THE CONSTRUCTION ENTRANCE TO LOCATION OF THE TEMPORARY SEDIMENT XCHASE LANDING e TRAPS PRIOR TO UPSLOPE LAND D�ISTURBANCE. 3. CONTRACTOR SHALL GRADE TEMPORARY SEDIMENT TRAPS AS SHOWN ON THE PLANS AND INSTALL OUTLET STRUCTURES SUBDIVISIONS WHICH IS A PLANNED RESIDENTIAL t fV" COMMUNITY. THE PROJECT IS BORDERED ON THE d, PRIOR TO UPSLOPE LAND DISTURBANCE. A GRAPHIC SCALE 4. CONTRACTOR SHALL START FROM THE TEMPORARY SEDIMENT TRAPS AND CLEAR ONLY THAT AREA NECESSARY TO INSTALL ROCKFISH GAP TURNPIKE) It V 8q 40 80 160 0 LANS. 41 AS WELL AS A NUMBER OF LARGE LOT SINGLE PERIMETER DIVERSION DIKES AND SILT FENCE AS SHOWN ON THE P 5. 4l' ) ll�, l�, ­�x ; I" I � i I , Ir �Z, THE SEDIMENT TRAPS, PERIME7ER DIVERSION DIKES, PERIMETER SILT FENCE, AND CHECK DAMS MUST BE INSTALLED AND �i` A 9" FAMILY RESIDENCES. THE PROJECT IS BORDERED �J t I J, 6- b 80 ft. h /�A A ON THE EAST BY MULTIPLE LARGE LOT SINGLE MADE FUNCTIONAL AS A FIRST STEP IN ANY LAND DISTRUBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. FAMILY RESIDENTIAL PROPERTIES A. IN FEET 6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSION DIKES, OFESITE AREAS 5��W' IMMEDIATELY AFTER INSTALLATION. z -7 I� 7. TIMBER THE SITE TO THE LIM17S SHOWN. TIMBERING MAY NOT OCCUR UNTIL ISSUANCE OF A LAND DISTURBANCE PERMIT. NO OFFSITE AREAS ARE PROPOSED TO BE n .1 lk", , - IMPACTED WITH THIS DEVELOPMENT SOILS INCLUDED WITHIN THE PLANS ON THE SOILS MAP AND INFORMATION SHEET FOR THE PROJECT. CRITICAL AREAS THIS SITE IS SET UP TO DRAIN TO A NUMBER OF SEDIMENT TRAP FACILITIES WHICH WILL BE MAINTAINED THROUGHOUT CONSTRUCTION ACTIVITIES UNTIL SITE STABILIZATION HAS OCCURRED. A CUT/FILL SHEET HAS BEEN INCLUDED IN THE PLAN SET FOR INFORMATIONAL PURPOSES. THE CUT AREA FOR THE ENTRANCE OFF OF ROUTE 250 WILL NEED PARTICULAR ATTENTION TO PREVENT EROSION AND THESE AREAS WILL NEED TO BE SEEDED AND STABILIZATION ACHIEVED TO PREVENT EROSION RUNOFF AS THE CUT OCCURS AND THE SEDIMENT TRAP ON LOT 1 IS PHASED OUT. THE CONTRACTOR SHOULD ALSO TAKE CARE TO KEEP CONSTRUCTION ENTRANCES IN GOOD WORKING ORDER TO NOT TRACK MUD ONTO ROUTE 250. PERMANENT STABILIZATION, THE CONTRACTOR SHALL PROVIDE GRASS STABILZATION ON ALL DENUDED AREAS PRIOR TO TURNOVER OF THE PROJECT TO THE DEVELOPER. SEED SHALL BE APPLIED AS DICTATED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STORMWATER RUNOFF CONSIDERATIONS THE SUBDIVISION PROJECT IS BORDERED ON THE NORTH BY LICKING HOLE BASIN AND ON THE EAST BY A CREEK THAT ACTS AS THE OUTFALL FOR UCKINGHOLE BASIN. STOIRMWATER DISCHARGED INTO THESE FACITILITES AND DRAINAGE FROM THIS PROJECT HAS BEEN DESIGNED TO PREVENT EROSION FROM OCCURING. A FLOODPLAIN EXISTS OUTSIDE OF THE BOUNDARY OF THE PROPERTY ON THE RIVANNA WATER AND SEWER PROPERTY FOR LICKINGHOLE BASIN. MAINTENANCE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC ATTENTION WILL BE GIVEN TO THE FOLLOWING ITEMS: a. SEDIMENT BASINS ANID/OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK b. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. RWSA must have 24/7 access to the gravel road during road construction. 8. AFTER INSTALLATION OF THE 7EMPORARY SEDIMENT TRAPS THE CONTRACTOR SHALL INSTALL STORM SEWER STRUCTURES 10-12, 23-25, AND 26-28 WITH IINLET PROTECTION. 9. SITE GRADING OPERATIONS SHALL BEGIN. 10. UPON ACHIEVING FINISH GRADES FOR THE INTERSECTION OF DYLAN LANE AND ROUTE 250 THE CONTRACTOR SHALL INSTALL STORM SEWER STRUCTURES 1-3 AND A PAVED CONSTRUCTION ENTRANCE AS SHOWN ON DETAIL SHEET 7 11. INSTALL REMAINING STORM STRUCTURES AND INLET PROTECTION AS SHOWN ON THE PLANS. 12. PLACE TOPSOIL AND SEED TO PROVIDE STABILIZATION AS SOON AS POSSIBLE 13. PLACE STONE AND ASPHALT. 14. ONCE SITE STABILIZATION HAS BEEN ACHIEVED TEMPORARY SEDIMENT TRAPS #1 AND #2 SHALL BE CONVERTED TO BIOFILTERS AS SHOWN ON DETAIL SHEET 7. THE REMAING SEDIMENT TRAPS MAY BE GRADED OUT AND REMOVED. 15. 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. 16. ALL DISTURBED AREAS ARE TO DRAIN TO AN APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 17. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION SEDIMENTATION AS DETERMINED BY THE DEPARTMENT OF COMMUNTIY DEVELOPMENT. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. K.8 V1ZUU11Qi DA TE ITEM 8129107 PER CO UNTY 10/27/07 PER COUNTY 2119108 PER VDOT 11116115 PER COUNTY 03122116 PER COUNTY 06120116 PER VDOT BRL4N C. MITCHELL, P.E. 0 12-1 4.- 0 0 L_ Q. DATE 4 16 / 07 PROJECT AMNAGER BRL4N C. MITCHELL, P.E. PROJ.# 20060711 L 'k, x, 2 J_ xx `,I, f f V, X, 0 N", --c's f K 4L_ h 4, V _X� LIMITS Or, 7 I 1 01/,Z' 'DIS-TUIR BAN E, z � 1 1 z77 :,z4_ X,l h 1 V -'I "l", /x, 'F . . . . . . r "'A ... ..... 7 F, "N1,1\ V -v VI. 1, , , /, . , I I I " & V,li di i 0 OKAM11.11f,lll�,: ­ q y, ,� 1') � , 1, ','� , ", " � � / / N , , 1, ,,1 "ei 0i D A 0 x 7" Tz k, x 'j, 1 1 If' Vl"I'i�j hih Z - p Ili I iT, s� - N" w A%*:�:�:� Z., la M, ;X, Y, j /Z z, 7" N \-v"o _7 'A- I IX - N4� Z:', " 0- , I .� ". I , F� k 'Z Sr ... . ... ... — vz_�� _v IF % V g it IX I 'E�l , I,,eWll I, 'Y" I, )", 'i 'i , , , . �, ,I/-, --,, i,-, , ;9�, OIL) J- 0". a, U)i, S� I - "I NO wo , �­A V, v - WK 0. o� _T_ VP .. ..... S, .... .. .... 0 46, 1) A N �1.46 A I IF -E 4D 11 1 1 1 , � . , , ", , r, u� Av AUIH i N f �j % 6vIi I , , / Z I I C R 17 -S 11 yj� l I i 1 1 1 IF I, Y, 41 v io T - --- - ------ !-W` l�0t 104 14 /P1 % w Q 0* , Z6 ,,5N V -77' 1----"-- — - ---- J, z jV, A Z, KA.A 'Uk WO "'D 25 RBAN j N 0 'IlON,1 \v V GRE . . ..... P6 �1, N' 1: 1 1 1�� NMI Y W.- IOU 1 LIP F�11 ANCE-, 1.URB 61 1 11 fj 'F, V f I -W F .............. .311 3 01 - - ----- lik_ jr OCYTSY,-F 4 4 11- P f (YA A— A 4,v,% Zill", jrii "A I/ T:: 'Y f 4fp %V`1111 IM11 VR X UN I Kp L; W 11,�' W 7>, , N_-, � _ _. '7 11 V, LDAITS OF__� j _7 T _ — 1 3 :4v jl:� l�'. N� As- ST09KPILE ARE -A v ­A� DISTURBANCE rlmLlik I".. "T R DI, -, ;� � TEMPOR�* Auw� 'C"r\V -4 aA R L L -io Ti DID T4�, 2� F 10 k, :77.. 0 Of— if 2-- 3 t f 40" 3 % :, i I VI—Ii, I zulill , u N!" A I -�, t --% k t'L F, I , ��La_ X X LJV,. 4, fT-T ST X L �5\ . ... ... EX1S11Ni,­kP,`R0PEjRT`( LINE - x Z�­ -7 z.7 EX-,fliNGUISH A TO BE, ED— hi l h, X, Y,­� �-v Jr i EXCESS MATERIAL IS "N f IF, IF ANY H ULED OFFSITE THAT 4; q, . .... 7 1% Z", k v , ? Z, aERIAL SHALL ONLY BE v rii� A �X, ly ..... :7 701, 7, 1�� V 7r -4 LIMITS OF x DISTURBANCE i 4 4-- j vN, v M k-- U . ..... J, 7, - Ael 0, A, ---- -- W N -2 oil WX 41 A.; !-s-, �_�QN N" C - - -- _- - .. ............. NII� z F4��, ��WWONSTRUCTION NARRATIVE T < I, F i, Ik i AND NOTES ON SHEET 5 _�i,,�3N -:W ll".72 T fi 1 0, I/ A P, 3 Q IF rl 10, TEMPORARYSEEDING _(L/ 2- 4. ��V _. I . I_ � , Y11 .1 0 R EISS if SPEC1ES RATE (LBS/ACRE) A ;o J, — - PLANTING DATES Ul SEPT I-FEB15 50150 MIX OF 'Ip' t 50-100 LBS ANNUAL RYEGRASS AO: 11 w f I I y NIULTI-FLORUM) z F, �o, l"k ii"; �4 ? IF , j I . -7 A, & IF t T J, � i , _- A i X, �x CEREAL (WINTER) RYE SECALE CEREALE W�I f 60-100 LBS x ANNUAL RYEGRASS F" 2 7 (IOLIUM MULTI-FLORUIM) A I T� 2 P, \I AIX, lh FEB 16 -APR 30 x GERMAN MILLET _y MAY I-AUG31 50 LBS !_6 J, (SETARIA ITALICA) PERNIANENTSEEDING �y j A f TOTAL LBS Lo —!_4 I MINfMUNI CARE LAWN KENTUCKY 31 FESCUE All "'r, v, 1 Jx l COMMERCIAL OR RESIDENTIAL 17�-200 LBS. _A, _p, �Xl L s IMPROVED PERENNIAL RYEGRASS KENTUCKY BLUEGRASS - % Y _cj 1 ?T 0_� .... ...... ... .... ....... . ...... . 200-250 LBS. l irl F .... . .... . 2. 111GII-NIAtNTENANCE LAWN KENTUCKY 31 OR TURF- TYPE TALL FESCUE 17 j r - Fee, if /Ij 3. CENERAL SLOPE (3:1 OR LESS) Fix KENTUCKY 31 FESCUE 128 LBS. f RED TOP GRASS LBS SEASONAL NURSE CROP 26 LBS*. IF, -EEPERTHAN 3:1) 4. LOWNIAINTENANCE SLOPE (ST & 0 f v KENTUCKY 31 FESCUE 108 LBS. L4 v, RED TOP GRASS 2 LBS. f I SEASONAL NURSE CROP 20 LBS. i CRO1A`NVETCH** 20 LBS. j 150 LBS. r USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW- y­_ 'o FEBRUARY16 "ITIR-OUGHAPP-11L. ................................................ ................ ANNUAL A RYE TI Sr rt I Xx,�X,, " I I I I.,` . 'THROUGH AUGUST 15. 00, 1 l _ I, , �' 1, � 1",, N, JAY .......... ........ ........ ................ FOXTAIL MILLET I IT f AUGUST HIT" THROUGH OCTOBJFP ......................... .................................... ANNUAL RYE ........... ...... .................. All NoVEMBER THROUGH FEBRUARY 15 .......... WINTER RYE f o UBSTITUTE SERICEA LESPEDEZA FPR CRO`AlNVFTCH EAST OF FARMVILLE, VA. (MAY THROUGH j" S i ,o SEPTEMBER USE HULLED SERICEA_ALL OTHER PERIODS, USE UNHULLED SERICEA). IF F ATPEA IS If -:k J _J A,— 2 %e.-, VV 'Fo Wi, f ;vX -y, .. . ..... x" a _4 v USED IN LIEU OF CROWVETCH, INC REASE RATE TO 30 LBSJACRF. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OF LOW - MAINTENANCE N/IIX DURING WARMIER SEEDING PERIODS, ADD 10-20 LBSJACRE IN MIXES. LINIE AND FERTILIZER LIME AND FERTILIZER NEEDS SHOUILD BE DETEIn,IINED BY SOIL TESTS. LIMING SHALL BE APPLIED AS SHOWN IN THE TEMPORARY SEEIDING SCHEDULE BASED ON A pH TEST. AN AGRICI JLTURAL GRADE OF LIMESTONE SHOULD ALWAYS BE USED. FERTILIZER MIXED GRASSES AND LEGUMES: 1000 LBSJACRE 10-20- 10 OR EQUIVALENT NUTRIENTS (23 LBS./I000 FT.2) r J J, k LEGUME STANDS ONLY: -20-10 (23 LBS.R000 FT.2) IS 1000 LBSJACRE 5 GRAPHIC SCALE PREFERRED; HOWEVER 1000 LBS./ACRF OF 10-M-10 --- - --- ---- OR EQUIVALENT MAYBE USED. u f 160 320 80 0 40 80 r', _�_vyiql GRASS STANDS ONLY: 1000 LBSJACRE 10- 20 - 10 OR EQUIVALENT NUTRIENTS J -3 LBS./1000 FT.2) 1p V f OTHER FERTILIZER FORMULATIONS, INCLUDING SLO�AT - RELEASE SOURCES OF NITROGEN uPPLY (PREFERRED FROM A WATER QUALITY STANDPOINT), MAY BE USED PROVIDED THEY CAN S IN FEET i% THE SAME AMOUNTS AND PROPORTIONS OF PLANT NUTRIENTS. 1 inch 80 ft. % A A -6 INCHES OF INCORPORAT104 - LIME AND FERTILIZER SHALL BE INCORPORATED INTO THE TOP 4 4 THE SOIL BY DISCING OR OTHER MEANS WHENEVER POSSIBLE. FOR EROSION CONTROL, WHEN "5 - APPLYING LIME AND FERTIL17ER WITH A HYDROSEEDER, APPLYTO A ROUGH, LOOSE SURFACE. V TO AN APPROVED E&S SITE 3j A= 41 0 41 44 E-4 0 E__4 0 E-.4 S.. 0 E --q 0 02 0 0 Li EROSION CONTROL EROSION CONTROL DEVICES AS PER VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STD. & SPEC, 11116115 PER COUNT]% DUST CONTROL PER CO UN BE APPLIED AS NEEDED) <TO CONTORL AIRBORNE PARTICULATE P'10JECT MANA17ER MATTER WHERE TRAFFIC MAY GENERA' OUTLET PROTECTION (TO CONTORL EROSION WHERE RUNOFF EMITS THE PIPE) CHECKED B�7_� TEMPORARY SEEDING (TO CONTROL RUNOFF BY PROVIDING PROJ.# PERMANENT VEGETATED SURFACE) PERMANENT SEEDING (TO CONTROL RUNOFF BY PROVIDING C-7 TEMPORARY VEGETATED SURFACE) CONSTRUCTION ENTRANCE (TO CONTROL VEHICLES TRACKING MATERIAL OFFSITE) PCE PAVED CONSTRUCTION ENTRAN( 3.02 SEE DETAIL SHEET 7 (TO CONTROL VEHICLES TRACKING MATERIAL OFFSITE) TEMPORARY DIVERSION DIKE (TO CONTROL SEDIMENT FROM LEAVING LIMITS OF CONSTRUCTION) >( SILT FENCE <TO CONTROL SEDIMENT FROM Qp LEAVING LIMITS OF CONSTRUCTION) INLET PROTECTION (TO CONTORL EROSION AT THE INLE1 % WHERE RUNOFF ENTERS A DROP INLE TEMPORARY SEDIMENT TRAP <TO ALLOW SEDIMENT RUNOFF TO SETTLE PRIOR TO RUNOFF DISCHARG CHECK DAM (TO SLOW RUNOFF FROM EROSIVE VELOCITIES IN DITCH SECTIONS) CIP 3,08 CULVERT INLET PROTECTION (TO CONTORL EROSION AT THE INiLEI WHERE RUNOFF ENTERS THE PIPE) LIMITS OF DISTURBANCE THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE, AND/OR CONVERT TO 3j A= 41 0 41 44 E-4 0 E__4 0 E-.4 S.. 0 E --q 0 02 0 0 Li 0 41 W 0) (D 3t 0 0 0 L_ CL 4) C_TDATE / 16 / 07 0 11116115 PER COUNT]% 03122116 PER CO UN P'10JECT MANA17ER (BR:IV HE , �E C. M ITC LL, P 0 41 W 0) (D 3t 0 0 0 L_ CL 4) C_TDATE / 16 / 07 0 SCALE 1 80 P'10JECT MANA17ER (BR:IV HE , �E C. M ITC LL, P CHECKED B�7_� PROJ.# 20060711 SHEET # C-7 3 ?-2N.. '_'HALT PAvDAFNT 1. -. 5f,41N. L . PROFILE 10 E s y� i Ftvl'.al.\I N I i * ta4 LX I END ' I T7 SEDIV FLAN 12' : al: -'-- �S w D14 ONAG Ta SI "-.' -11 �� ��'�'`St �'� '� �' Y `� ''fit ''�' .., 'Y�,:>• i �,��`,`�'`'•`• - - 'vi SECTION A --A u;irnnum Water tap of 1 itch must be bastaffed Ni4th a iniainmin 1 inch bancock Alutoft vah e sIlpplyntg a Wash ho. !e with a diameter of 1.5 hiches for adequate tori;=tarrt pres.:ure _«` a:.h N,vater const lie c`tlned awa-y from the exttrance to all a;yfo ed ,,ettffil area to remove >edifilent be prevented ti'om eutetist!z stolin draur , cutches or ', atercouo'e;. PAVED WASH RACK NO .SCALL 2 ACRES OR LESS OF DRAINAGE AREA: (DOWNSTREAMFILTER CL07H VVOT 11 COARSE AGGREG47Ei- 2-10 ACRES OF DRAINAGE AREA: VDOT jFI COARSE AGGREG47E FLOW SOURCE: VA. DSWC PLATE. 3.20-1 TEMPORARY RIGHT-OF-WAY DIVERSIONS VDOT #1 COARSE AGGREGATE _--� 1g- MtN• TYPICAL GRAVEL STRUCTURE COMPACTED SOIL ................. =1 11= M,N::"' I r- III -III -I I , i, I 11= I 11= III -I 11=1 I I -III -I I, , .I 11=111 II III�IIIII;,III=1Ii="' 6' pAtNIMUM TYPICAL EARTHEN STRUCTURE Source: Va. SWCC Plate 3.11-1 AMR BLOCK AND GRAVEL DROP INLET acres a 2493 lcf Dry Volume Req'd • SEDMENT F11 Jcf Bottom L = 50 Ift ft Bottom W = 5 ft Wet Depth = SCRM COMCME JX0W ft Dry Depth = 2.0 ft ,�j _ �u ttl �1�,�I j,�s�11, ,�L J� 1<<th�► of Dry Volume Actual 3532 of Stone Outlet L = 9 ,,,til ��:�•'y' , , . t`.: �`= 2 -1 Bottom Elev = 566.0 Top Elev = 572.0 Top Width= 29.0 ai .s, --- r' --- � �.- �i.•.� . Edi 74.0 - - 1 � 1 • ,.1' . - ,:ai��`r�i�+� �,;i►7ia'� `++�iaii�Y•.r,�� • • • e a► 1 1 �► • • 1 wr�lf��t►*�l 11►i►f�l� IIrtI �l�` .� r 7 FXTM yyi�jE`•it Sw•77 FXTE,', r 7. WATER e r OVEMOW I -I cell= MEL II =III -Ill=s "" 7 ' .G 111111=111x,/1.111111.II � � � � � � � � � � ♦ � t � � � i � I / ♦ ~'j ' r��TiRf SPECIRC APPLICATION� v iTHIS MEIHOD OF - r rAPPLICABLE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW - !✓ E_ CAPACITY IS NECESS4RY TO PREVENT D(CESSIVE PONDING 0 Z. k:�s• •t r •AROUND THE SMUCTURE...mss •►. '♦ • MID I 1 '•1 �. •GR4VEL SMU BE VDOTOR 15 CI)ARSE.. I I' ' • • i I I I JUU&L Aoapted from In IANUon of 4umw and )aunt niter Hamm far M meat Control,YA. DRU Y1A"S' SOURCE: VA. DSWC Sherwood and lfyant Silt Tran TEMPORARY SEDIMENT TRAP 1'I VARIABLE* ORIGINAL VARIABLE* GROUND ELEV. 1.0' 67 CU, YD./ACRE VARIABLE* 67 CU,. YD./ACRE (EX(CAVATED) 4' MAX. 1/ FILTER CLOTH ORIGINAL GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP 1 Area= 1.33 acres Wet Volume Req'd 2493 lcf Dry Volume Req'd 2496 Jcf Bottom L = 50 Ift ft Bottom W = 5 ft Wet Depth = 4.0 ft Dry Depth = 2.0 ft Wet Volume Actual 3272 of Dry Volume Actual 3532 of Stone Outlet L = 9 Ift Side Slopes = 2 -1 Bottom Elev = 566.0 Top Elev = 572.0 Top Width= 29.0 Top Length= 74.0 Silt Tran 3 Area= 1.46 acres Wet Volume Req'd 2641 of Dry Volume Re 'd 2641 of Bottom L = 34 ft Bottom W = 17 ft Wet Depth = 3.0 ft Dry Depth = 2.0 ft Wet Volume Actual 2868 of Dry Volume Actual 3332 of Stone Outlet L = 9 ft Side Slopes = 2 2 :1 Bottom Elev = 61;5.0 Top Elev = 620.0 Top Width= 37.0 Top Length= 54.0 Silt Tr. n W Area= 0.36 acres Wet Volume Req'd 651 of Dry Volume Req'd 651 of Bottom L = 24 ft Bottom W = 12 ft Wet Depth = 3.0 ft Dry Depth = 2.0 ft Wet Volume Actual 1728 of Dry Volume Actual 2272 of Stone Outlet L = 3 Ift Side Slopes = 2 :1 Bottom Elev = 601.0 Top Elev = 606.0 Top Width= 32.0 Top Length= 44.0 1 !silt Tran 7 Area= 2.90 acres Wet Volume Req'd 5246 of Dry Volume Req'd 5246 of Bottom L = 60 ft Bottom W = 20 ft Wet Depth = 3.0 ft Dry Depth = 2.0 ft Wet Volume Actual 5256 cf Dry Volume Actual 5504 of Stone Outlet L = 18 ft Side Slopes = 2 :1 Bottom Elev = 594.0 Top Elev = 599.0 Top Width= 40-0 Top Length= 80.0 Silt Tran 2 1 Area= 1.25 acres Wet Volume Req'd 2261 of Dry Volume Req'd 2261 of Bottom L = 28 ft Bottom W = ---------- 14 ft Wet Depth = 3.0 ft Dry Depth = 2.0 ft Wet Volume Actual 2148 of Dry Volume Actual 2672 of Stone Outlet L = 8 ft Side Slopes = 2 A Bottom Elev = 604.0 Top Elev = 609.0 Top Width= 34.0 Top Length= 48.0 Silt Tran 4 Area= 1.41 acres Wet Volume Req'd 2551 cf Dry Volume Re 'd 2551 of Bottom L = 32 ft Bottom W = 16 ft Wet Depth = 3.0 ft Dry Depth = 2.0 ft Wet Volume Actual 2616 of Dry Volume Actual 3104 of Stone Outlet L = 9 Ift Side Slopes = 2 :1 Bottom Elev = 615.0 Top Elev = 620.0 Top Width= 36-0 Jop Length= 52-0 Silt Trap fl" Area= 0.54 acres Wet Volume Re 'd 977 of Dry Volume Req'd 977 of Bottom L = 18 ft Bottom W = 6 ft Wet Depth = 3.0 ft Dry Depth = 2.0 ft Wet Volume Actual 978 of Dry Volume Actual 1532 of Stone Outlet L = 4 ft Side Slopes = ------- 2 2 :1 Bottom Elev = 615.0 Top Elev = 620.0 Top Width= 26.0 Top Length= 38.0 silt Tran 13 I Area= 2.63 acres Wet Volume Req'd 4758 of Dry Volume Req'd 4758 cf Bottom L = 48 ft Bottom W = 24 ft Wet Depth = 3.0 ft Dry Depth = 2-0 ft Wet Volume Actual 4968 of Dry Volume Actual 5152 cf Stone Outlet L = 16 ft Side Slopes = ------- 2 A Bottom Elev = 597-0 Top Elev = 602.0 Top Width= 44.0 Top Length= 68.0 PLATE. 3.07-3 STATE MINIMUM STANDARDS SOURCE. ADAP7rED from VDOT Standard Sheets and Va. DSWC (1) Soil Stabilization. -Permanent or temporary soil stabilization shall applied to denuded areas within seven days after final grade is reached on any portion of site - Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant longer than 30 days, but less than one year - Permanent stabilization shall be applied to areas that are to be left dormant for more than one year (2) Soil Stockpile Stabilization. During construction, soil stockpiles and borrow areas shall be stabilized protected with sediment trapping measures. Temporary protection and permanent stabilization shall be applied to all soil stockpiles on site and borrow areas or soil intentionally transferred off (3) Permanent Stabilization. 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 achieved that is: - Uniform - Mature enough to survive - Will inhibit erosion (4) Sediment Basins & Traps. Sediment basins, sediment 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 construction vehicle access routes intersect paved or public roads: - Provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface - Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day - Sediment shall be removed from the roads 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 (18) Removal of Temporary Measures. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the 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 sedimentation. (19) Stormwater Management. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion, and damage due to increases in volume, velocity, and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: functional before upslope land disturbance takles 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 & Sediment Basins. Sediment traps and basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin as follows: Sediment Traps - Only control drainage areas less than three acres - Minimum storage capacity of 134 cubic yards per acre of drainage area Sediment Basins - Control drainage areas greater than or equal to three acres - Mlinimum storage capacity of 134 cubic yards per acre of drainage area - The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twentyfive year storm of 24-hour duration (7) Cut and Fill Slopes Design & Construction. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is - 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. Adequacy of all channels and pipes shall be verified: - Natural Channels - use 2 -year storm event - Manmade Channels - use 2- and 10 -year storm event - Pipe and Pipe Systems - use 10 -year storm event If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall provide channel, pipe, or pipe system improvement or provide a combination of channel improvement, site design, stormwater detention, or other measures that is satisfactory to the program authority to prevent downstream erosion. - Provide evidence of permission to make the improvements - If the applicant chooses an option that includes stormwater detention he shall obtain approval from the locality 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 PLATE. 3.08-1 corrected. (8) Concentrated Runoff Down 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) Slope Maintenance. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. (10) Storm Sewer Inlet Protection. All storm sewer inlets made operable during construction shall be protected so that sediment -laden water cannot enter the stormwater conveyance system without first being filtered/treated to remove sediment. (11) Stormwater Conveyance Protection. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and the receiving channel. (12) Work in Live Watercourse. 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 Live Watercourse. When a live performing the maintenance. - 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. - 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 - In applying these stormwater runoff 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. - All measures used to protect properties and waterways shall be employed in a manner that minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state The complete, unedited version of the Virginia Erosion and Sediment Control Regulations (4VAC50-30) as codified in the Virginia Administrative Code is available through the Commonwealth of Virginia website at www.vipnet.org/vipnet/porta1/government. watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. (14) Regulation of Watercourse Crossing. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. (15) Stabilization of Watercourse. The bed and banks of a vvatercourse shall be stabilized immediately after work in the watercourse is completed. (16) Underground Utility Line Installation. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: - No more than 500 linear feet of trench may be opened at one time - Excavated material shall be placed on the uphill side of trenches - Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property - Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization - Restabilizationi shall be accomplished in accordance with these regulations - Comply with applicable safety regulations (17) Vehicular Sediment Tracking. Where DATE ITEM V29107 07 PER COUNTY 10/27/07 PER COUNTY 2119108 PER COUNTY 11116115 .PER COUNTY 03/22/16 PER CO LINTY R • ..i 20060711 F r DA TE 4 161 E SCALE PROJECT R • ..i 20060711 F r I`