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HomeMy WebLinkAboutWPO201800071 Plan - VSMP WPO VSMP 2018-11-29VICINITY MAP - scale: 1 2000' CO BEMARLE UNTY OF _AL t" Depart font of Comnueitv Dev AoPmalli Construction Record Drawings (As-builtt) for VSMP The followin I _g is a list of information required on construed on recard drawin gs for stor mwaterfacilities (reference Water Protection Ordinance 17-42A";). It is preferable that the construction record dra 111' be prepared by someone other than the designer, Please do not ing pravidedesign drwings as constraction record draiving& A, A signed and dated professional seal, of the preparing engiineer or surveyor, B. The name and address of the firms and individual prepafinv the dtawinSs on the title sheet. C. The constructed location of All items associated with each facility, and thehrispection records to verify proper dirnensions, materials and installation. The items include, but are not limited to the ,Following-. 1, InWecdon Records and photographs for pipe Trenches and bodcling, im:luding underdrains, 2. Video Pipe Inspection for any pipes which am not accessible or viewable. I Updated Location vAth geo-coordinates of all facilities. 43 Verified Drainagv Area maps for the drainage area treated, and for drainage to the facilities. 5, Current pkyslcal and topograp I h1c survey for all eatithan structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volurnes wire per design. Corrections may be requiled for alterations from the design. 6. 'Plants, locadon and type. 7. Plans and proffil es for all culvel% Pipes, Risers, WiArs and Drainage Structures - Display the installed type of drain -age strudures, culvert/pipe, size, Weirs, materials, Inlets or end treatment(s), inlet and outlet protection, aligment and invert elevation; coMpared to design, S. -Carinputations.- For -significant deviations fromdegign, pro'vide 8ealed computations verifying that the -built condition is equivalent or better than design, 9. Ditch Lines - Display the constructed ]rogation of all ditch tines and channels, includingtypicd1l Sections and lini, rigs. 10.. Easements - Show all platted easementsWith dead book relfarences labeled. Facilities and drainage must beyyifta platted casements, Provide copies of recorded douumonts, t 1,. Guardrokl1fences olrother sa-fety. provislo= - Display the constructed location of all safety pmmisionsfences, guardrail, including 'the type, length andl applied end treatments, compared to design. t2. Material layers - biofilter media, stone layers, sand tit ycm„Ire ywas and cores must be verified &s to material types and depths. intrude inspection reports, borhng or test pit report and materials certifications. Blofilter niedia must be an Approved state rnix, 13, Access roa4s - show lomlon of access -roads, surface 'treatment, drainage, etc-, as applicable, 14. Cordpactionreports are required to verify fill compaction in dams. 15, NU-nufacturers certifications for proprietary B'NIP'scertifying proper instatladon and functioning. ALBEMARLE COUNTY., VIRGINIA WTV P0201800071) OCTOBER 29., 2018 GENERAL NOTES I CONTRACTOR SHALL VERIFY LOCATION OF SITE UTILITIES PRIOR TO START OF CONSTRUCTION ACTIVITIES AND IMMEDIATELY NOTIFY THE ENGINEER IF CONFLICTS OCCUR BETWEEN UTILITIES ANID PROPOSED ELEMENTS. 2. DIMENSIONS AND ELEVATIONS REPRESENTING EXISTING FEATURES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL CONTROLS, NOTIFY ENGINEER IF DISCREPANCIES OCCUR, AND ADJUST PROPOSED FEATURES ACCORDINGLY AS ADVISED. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO SITE FEATURES TO REMAIN RESULTING FROM CONSTRUCTION ACTIVITIES. ALL CONSTRUCTION ACTIVITIES, INCLUDING PARKING, STORAGE, STAGING AND STOCKPILING SHALL BE CONDUCTED IN DESIGNATED AREAS 4. CONTRACTOR SHALL LAY OUT PROPOSED ELEMENTS IN THE FIELD AND NOTIFY ENGINEER FOR APPROVAL 48 HOURS PRIOR TO START OF WORK. 5. CONTRACTOR SHALL CONDUCT PROPOSED WORK IN A WORKMAN -LIKE MANNER ANDSHALL MAINTAIN THE SITE IN AN ORDERLY FASHION AT ALL TIMES. CONTRACTOR SHALL COORDINATE ACCEPTABLE WORK HOURS VVITH THE OWNER. 6. DEVIATIONS FROM THESE PLANS SHALL BE DISALLOWED UNLESS OTHERWISE APPROVED BY ENGINEER. 7. EARTHWORK AND FINISHED EXTERIOR SURFACES SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. 8. UNLESS OTHERWISE NOTED, CHANGES IN EARTHWORK GRADES SHALL BE ACHIEVED BY SMOOTH, FLOWING CURVES. CURVES ARE TANGENT UNLESS OTHERWISE NOTED. 9. FINISHED VEHICULAR PAVING AND CURBING SHALL BE WITHIN 1/2" OF PROPOSED ELEVATIONS. 10. SLOPES NOT TO EXCEED 3:1 UNLESS OTHERWISE NOTED. MAINTAINI MINIMUM I/4!'/FT POSITIVE DRAINAGE AWAY FROM BUILDINGS. 11. CONTRACTOR SHALL VERIFY REQUIRED CUT/FILL TO ACHIEVE PROPOSED CONDITIONS AND PRICE EARTHWORK ACCORDINGLY. NOTIFY THE ENGINEER IF EXCESSIVE IMBALANCE IS DISCOVERED. 12. STRIP TOPSOIL WHEN SOILS ARE NOT WET AND STOCKPILE AT A DEPTH NOT TO EXCEED 3'. 13. ALL AREAS TO BE PLANTED SHALL RECEIVE MINIMUM OF 4' DEPTH IHIGH QUALITY, FRIABLE, WEED -FREE, NATURALLY OCCURRING, LOAM TOPSOIL. DECOMPACT SUBGRADE PRIOR TO INSTALLATION OF TOPSOIL AS DIRECTED BY THE ENGINEER. 1,21ON901120@3 "0 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD ANID BRIDGE SPECIFICATIONS, DATED 2007. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD ANID BRIDGE STANDARDS, DATED 2008. 3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIWISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION, 6. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009. 7. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005. 8. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE USABLE BUILDINGS AND FACILITIES, DATED 2003. SURVEYOR'S LEGEND UTILITIES LEGEND DEMOLITION LEGEND- BH BORE HOLE GAS LINE _G TBS TO BE SAVED BM BENCH MARK PHONE LINE - UGT- TBR TO BE REMOVED CO CLEAN OUT OVERHEAD ELECTRIC - OHE EX. EXISTING DIP DUCTILE IRON PIPE SANITARY SEWER -S SITE ELEMENT TO BE REMOVED E SANITARY SEWER MANHOLE UNDERGROUND ELECTRIIC- UGE - IF IRON FOUND WATER LINE _W_ MF MONUMENT FOUND EX. STORM DRAIN LINE TREE TO BE REMOVED PF PIPE FOUND PROP. STORM DRAIN LINE PKNS P-K NAIL SET S SIGN UTILITY LINE TO BE REMOVED WM WATER METER WV WATER VALVE 240AK40 = 24" OAK W/ 40'CANOPY DIA. SHEET INDEX EC-01 EROSION & SEDIMENT CONTROL PLAN EC-02 EROSION & SEDIMENT CONTROL DETAILS SW-01 STORMWATER MANAGEMENT PLAN SW-02 STORMWATER MANAGEMENT COMPLIANCE PLAN SW-03 STORNAWATER MANAGEMENT CALCULATIONS SW-04 STORMWATER MANAGEMENT DETAILS SITE DATA PROPERTY OWNER: JOHN A. STALFORT, III AND GINEANE HOLLY STALFORT TAX MAP / PARCEL 74-15N PROPERTY ADDRESS: 270 BLUE SPRINGS ROAD CHARLOTTESVILLE, VA 22903 PROPERTY SIZE: 23.329 ACRES ZONING: RURAL AREA (RA) MAGISTERIAL: SAMUEL MILLER WATERSHED: IVY CREEK DAM INUNDATION ZONE: NO FLOOD HAZARD OVERLAY: NO SCENIC STREAM OVERLAY: NO STEEP SLOPES - MANAGED NO STEEP SLOPES - PRESERVED NO SURVEY SOURCES: TOPOGRAPHIC & FEATURE SURVEY PROVIDED BY LINCOLN SURVEYING - AUGUST 31,2017 632 BERKMAR COURT CHARLOTTESVILLE, VA 22901 434-974-1477 DATUM: HORIZONTAL NAD-83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88. BENCHMARK: NAIL AND FLASHER IN CENTER OF DRIVEWAY AT END OF CUL-DE-SAC ELEV. 729.72 MISS UTILITY TICKET NUMBER: A717101668-00A SANITARY SEWER: SEPTIC WATER SUPPLY: WELL LIMITS OF DISTURBANCE: 4.00 ACRES REVISIONS: COUNTY ENGINEER J O waterstreetstu c-q,1 J�c landscape architecture I civil engineerling 418EMein S1r9-at 434.295-8177 Chadottnsy'1111a,VA2290-1 Lie. No. 35326 U4 professional seal project manager project team project name DAGLIESH GILPIN PAXTON ARCHITECTS client 270 BLUE SPRINGS LANE CHARLOTTESVILLE, VA 22903 project address lf�0110� revisions CuvEK z)HEET sheet title APPROVED by the Albemarle County ent Departrnent rirnuriity evelop(n CS sheet number TMP 74-15M "fw MARK E. BROWN LIVING TRUST � •, AGREEMENT & MARY L. BROWN LIVING TRUST AGREEMENT D.B. 4292 P. 495 TMP 58-165B D.B. 1341 P. 121 PLAT GORDON AND EDNA P. LOT 14 LYSLE D.B. 888 P. 581 TMP 58-165A D.B. 740 P. 2229 PLAT WILLIAM THOMAS WOODROW, III LOT 16 1 AND MELANIE G. WOODROW - - PHASE 2 GRASSMERE D.B. 4642 P. 166 FARM D.B. 740 P. 229 PLAT se, LOT 15 r. PHASE 2 GRASSMERE FARM' SOIL..36B w _ f 1 TMP 74 15N-- / ✓' / / '` / I / / ` ' "LOTS._. ,� ;r -2 9 ACRES_.._ . _ 11B. _1341 P. 121 PLAT _w _ YY i 7 JD5 / r r / / • / t' i { 7%17g58/ , SILT FENCE ,�'' � /d,�� ,�.,". S e e , F LIMITS QF / dr° t / / d"r / >/ ` / /, r /e / ,r , / f a�,. 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AND ST PHA IE B. `OLIVEIRA - `X 7-\ D"..120 9 P. 690 D.B. b48 ,t y P. 4257 PT SOIL 3b8 '` Y�" I ` SF LOT 2 BLOCK`IC SE). TION ` • }' �` z 2 LIFCR&FARMS < er-'' ��"NSFSP p d LLI W e TMP 74-1 Ol CHRIST041ER K..ANi \1 ,. W R�JENNIFER WOODS W -D.B. 4670 P. 384 ®-' e T r.. - .. b,,B b46°"P:.42,-427 P_�• T ��f � ER vtA TENT RIP; w. LOT 1 BLOCK C SEC ,.". ' - 01JTLET PROTEST s �. •� L'ANfGFORL'�FARMS (I OWN) _ W / t�_..., '".� ✓ Do=3.75', La=S 1( oLL LU -SF _ r-S SF S L/ F / SF , ' { 'j f } /�( 1 /(3Dfb= 75 ; L�=S; W=b.25')TRAN ITION FRO-ll�E 1STtD,RIVEWy PROPOSED F RST/OPEN . `'° �-- �, ,✓ f ,/ /` / �' ✓ � � -AA E ESE ENT yfy µ�� f¢fj J ✓ ps w-/-P # WP 10 STREAM its t gEo,4v ,N N R P A OP t ! BUFFER IMITS -+ P {J �- ! UTL'T R7 CT O } 0 y• "' ( /(Bp t) I 1 L = J5' ISO L J7C _. PRQP'OSEL�FORrEST`-/®PEN l .• '` It ( } 1 -: m - ...... §PXCE EASEMENT (5O) ,,,I-' , CONSTRUCTION ENTRANCE: E&SC STD. 3.02 SILT FENCE E&SC STD. 3.05 01 CULVERT INLET PROTECTION E&SC STD. 3.08 gyp OUTLET PROTECTION E&SC STD. 3.17 ROCK CHECK DAMS E&SC STD. 3.20 (TO) TOPSOILING E&SC STD. 3.30 TS TEMPORARY SEEDING: E&SC STD. 3.31 US PERMANENT SEEDING: E&SC STD. 3.32 MULCHING E&SC STD. 3.35 SOIL STABILZATION BLANKETS & MATTING E&SC STD. 3.36 TP TREE PROTECTION E&SC STD. 3.38 Pic DUST CONTROL E&SC STD. 3.39 SURVEY SOURCE; TOPOGRAPHIC & FEATURE SURVEY PROVIDED BY LINCOLN SURVEYING AUGUST 31, 2017 632 BERKMAR COURT CHARLOTTESVILLE, VA 22901 434-974-1477 SOILS INFO: SOILS GROUP 19C - CULLEN LOAM, 7 TO 15% SLOPES SOILS GROUP 36B - HAYESVILLE LOAM, 2 TO 77o SLOPES SOILS GROUP 36C - HAYESVILLE LOAM, 7 TO 15%SLOPES SOILS GROUP 36D - HAYESVILLE LOAM, 15 TO 25%SLOPES SOILS GROUP 37C3 - HAYESVILLE CLAY LOAM, 7 TO 157o SLOPES SOILS GROUP 56B - MEADOWVILLE LOAM, 2 TO 7% SLOPES CONSTRUCTION SEQUENCE 1. CLEARLY MARK LIMITS OF WORK THEN INSTALL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE. 2, ESTABLISH STAGINGJLAYDOWN AND STOCKPILE AREAS. INSTALL TREE PROTECTION. 3. COMMENCE SITE CLEARING AND GRUBBING ACTIVITY, STRIP TOPSOIL AND STORE IN STOCKPILE AREA, 4' DEPTH MAX. DISPOSE OF DEBRIS AND ADDITIONAL SOILS APPROPRIATELY. 4. ESTABLISH DRIVEWAY AND DRIVEWAY DITCH GRADES AND INSTALL BASE GRAVEL ON DRIVEWAY. 5. INSTALL EC-2 MATTING IN DITCHES AND SWALES. 6. INSTALL PIPE CULVERTS, CULVERT INLET PROTECTION, RIP RAP OUTLET APRONS, AND LEVEL SPREADERS. 7. ESTABLISH REMAINING SITE GRADES. APPLY EROSION CONTROL MATTING ON ALL SLOPES GREATER THAN 4:1. 8. STABILIZE SITE BY ESTABLISHING VEGETATION ON ALL NON -PAVED, DISTURBED AREAS. 9. ONCE SITE HAS BEEN DEEMED STABILIZED BY COUNTY INSPECTOR, CLEAN AND REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND THEN INSTALL LEVEL SPREADERS AS SHOWN ON SHEET SW-01, I . THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS_ (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. b. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ,ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PID711 ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 9:00 PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND D7'PAAGE TO ANY PUBLIC STREET BECAUSE O SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES RIEQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYE GRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT BOLBS/l OOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. PERMANENT SEEDING AND MULCH. AG .PER AGRICULTURAL GRADE 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER,J DE LIMESTONE SHALL BE APPLIED AT FERTILIZER SHALL BE APPLIED - - HES OF SOIL. FERTI AT 10OOLBS ACR 90LBS l OOOS.F. INCORPORATED INTO THE TOP 4 b INC E AND CONSIST OF / A ] O 2O 1 O NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 6 LBS/I000 S.F. AND CONSIST OF TURF -TYPE TALL FESCUE BLEND AND 0-5% PERENNIAL RYE GRASS. P ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY STRAW MULCH IS TO BE APPLIED AT 80LBS/1000 S.F. EROSION CONTROL INSPECTOR. FOR SEEDING DURING WINTER, MIX 20% ANNUAL WITH T.T.T. FESCUE/PERENNIAL RYE BLEND AND SEED AT 7 LBS/1000 S.F. COVER SEEDED AREAS WITH TYPAR TURF BLANKET (OR EQUIV.) SUITABLE FOR SEED GERMINATION AND PIN IN PLACE PER MANUFACTURER'S INSTRUCTION. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. :ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-2078. MAINTENANCE NOTES IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR. I . THE INLET PROTECTION WILL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT. 2. THE GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WOULD PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. 3. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. 4. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS DETERMINED NECESSARY BY VIRGINIA TECH SITE DEVELOPMENT DEPARTMENT. waterstreetstu landscape architecture 3 civil enginearing 418 E Main Street 43 .2 5.8177 !arlottesylPle, VA 22902 X�'Nvffll OF 67 �1 �Lic. No. 35326 LQ LLONAL ALAN FRANKLIN, .O project . . f _ f project DAGLIESH GILPIN♦ _ O ARCHITECTS client 270 BLUE ~RINIGS ♦ . CHARLOTTESVIILLE, VA 22903 project address revisions sheet number 21 61 - 2.0% J.2--i TAR & CHIP SURFACE 8" VDOT #2 1A STONE COMPACTED SUBGRADE 0 DRIVEWAY TYPICAL SECTION SOURCE: VDOT ROAD AND BRIDGE STANDARDS SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE FOR BEST RESULTS. i FAA AV TOE MAINTAIN SLOPE ANGLE SLOPE LINING (WET SLOPE) TREATMENT-2 POLYPROPELYENE NON -WOVEN (NEEDLE PUNCHED) 0JJA GEOTEXTILE FILTER GV CLOTH (BEHIND PB TREATMENT-2) Of NN­ - 61 2' ­­ -­ 31 LANE SHOULDER 2.0% 2:1 �4 0 O*M� Oy//V 64r If AP NOTE. SLOPE SURFACE SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT, GRASS AND STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT. 4- — 2' DIRT SHALL BE TAMPERED PRIOR TO LAYING TOP LAP OVER -BERM TRENCH INTO BERM AND PROGRESS DOWNSLOPE TREATMENT-2 SOIL BOTTOM OF FILL SLC?E BOTTOM OF CUT SLOPE SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control Sherwood & Wyant PLATE. 3.05-1 1 SET POSTS AND EXCAVATE A 4X4' 2- STAPLE WIRE FENCING TO THE POSTS. TRENCH LIPSLOPE ALONG THE LINE OF POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. !10Am C, FLOW' EXTENSION OF FABRIC AND WIRIE INTO THE TRENCH. WAM&I N r *b a J E rAh a ral LN WAI iiiiiiiWMAQ I = W! den LN F W AMERICAN EXCELSIOR **USE PLASTIC FENCING FOR TREE PROTECTION CURLEX I MATTING PLASTIC FENCING SHALL BE 40 INCH HIGH "INTERNATIONAL ORANGE" PLASTIC (POLYETHYLENE) WEB FENCING SECURED TO CONVENTIONAL 60-INCH TALL METAL "T" OR "U" POSTS DRIVEN TO A MINIMUM DEPTH OF 18 INCHES ON 6-FOOT MINIMUM CENTERS. THE FENCING SHALL BE INSTALLED AT THE LIMITS OF CLEARING. THE FENCE SHOULD HAVE THE FOLLOWING MINIMUM PHYSICAL QUALITIES: TENSILE YIELD: AVERAGE 2,000 LBS PER 4-FOOT WIDTH (ASTM D638) ULTIMATE TENSILE YIELD: AVERAGE 2,900 LBS PER 4-FOOT WIDTH (ASTM D638) ELONGATION AT BREAK GREATER THAN 1000% (ASTM D638) CHEMICAL RESISTANCE: INERT TO MOST CHEMICAL AND ACIDS DBH= DIAME TRUNK AT 8 EX.- 20" DBF RADIUS THE ZONE PROTECTIVI MAXIMUM LI CLEARING P PROPOSED Ila Ili�l������������������������l 11:32152 CLASS Al RIP RAP (BROWN RIVERSTONE OR LUCK CHALET) A fi Do Do PLAN VIEW SEE PLAN FOR SIZING OF EACH OUTLET PROTECTION SECTION A -A FILTER CLOTH KEY IN W-9";; RECOMMENDED FOR ENTIRE PERIMETER OUTLET PROTECTION W 1= 3Do + La 'Ilk (DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN 70'MIN. 3" SM-2A ASPHALT TOP COURSE A— EXISTING 2% TPAVEMENT PUM1711- W7. :b­ VUU I iTZIA DIVERSK'. DITCH A— AGGREGATE BASE SIDE ELEVATION EXISTING GROUND F__1 tPF_11 1=1 rHi i 10� 70'MIN. T ASPHALT PAVED WASHRACK 10'MIN. J- 2% I 12'MIN. EXISTING PAVEMENT 2?%/. 2% DIVERSION DITCH MIN.--**## 1'%1%_POSITIVE DRAINAGE 1 'IVIIN. WIDTH AT DESIGN WATER To SEDIMENT ELEVATION IS 4.0TRAPPING DEVICE PLAN VIEW MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION I 70'MIN. NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5" SECTION A -A PAVED CONSTRUCTION ENTRANCE ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS QUICK REFERENCE FOR ALL REGIONS RATE PLANTING DATES SPECIES (LBS/ACRE) SEPT. 1- FEB. 15 50/50 MIX OF ANNUAL RYEGRASS & CEREAL WINTER RYE 50-100 FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 MAY 1 - AUG. 31 GERMAN MILLET 50 TABLE 3.32-D SITE SPECIFIC SEEDING MI T"S FOR PIEDMONT AAEA Total Lbs. Per Minimum Care I -awn Commercial or Residential M200 lbs. X-mi-i-1-i -1-1 w Turf :Type Tall Fescue 95-100% T W-swow, No O-S% 0 High -Maintenance Lawn 200-250 lbs. i" 'fur I f-Type Tall Fescue _Qeneral Slope (.3.1 or lessl rrr�AimiieKue 128 lbs. Red Top Grass 2 lbs. Seasonal Nurse Crop 20 lbs. ISO lbs. Uw-Maintenance Slope (Steeper than 3-1) T11 ­.. -1-. 108 tbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop* 20 lbs. - Crownvetch 20 lbs. 150 lbs. Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ....... Foxtail Millet August 16th through October . .............. ArLnual Rye November through February 15th . ....... .......... Winter Rye Substitute Sericea lespedeza foi Crownvetch east of Farmville, Va. (May through September use hulled Sericea, all other periods, use,unhulled Sericea). If Flatpe a is used in lieu of Crownve,.zh, increase rate to 30 lbs./acre. All legume seed mint be properly inoculated. Weeping Lovegrass may be added to any slope or low -maintenance MIX Ting waviner du seeding periods; add 10-20 lbs./acre in Tuxes. (DOWNSTREAM VIEW) VOOT #i COARSE AGGREGA FLOW —CLASS I RIPRAP ROCK CHECK DAM w ate rstreets-tu r% landscape architecture I civil engineering 418 E Main Strant 434-295-8177 CharicittnsvIIN!, VA P-2902 op, 60 Alan G. FrariUin Lic. No. 35326 �1JY04 1VA_L 7111210nro MA&MIR RO a 0 N Mz=fi* M-O VSMP/ESC project phase x TMP 74-15M STORM WATER- ANAGEMENT NOTES: j MARK E. BROWN LIVING TRUST 1. CONSTRUCTlbN OF GRAVEL DIAPHRAGM OR ENGINEERED LEVEL SPREADER SHALL NOT AGREEMENT & MARY L. BROWN LIVING COMMENCE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED AND PERIMETER ' TRUST AGREEMENT EROSION CONTROLS HAVE BEEN REMOVED AND CLEANED OUT. � �.. MP 58-165B ' � '"`' DD.B.D4292 P. 495 D.B. 1341 P. 121 PLAT 2, THE SWM FOREST AND OPEN SPACES ARE SUBJECT TO THE GUIDANCE SET FORTH BY DEO IN THE GORDON AND EDNA P. 3 ``- LOT 14 VIRGINIA STORMWAtER MANAGEMENT PROGRAM. THE AREAS WILL REMAIN UNDISTURBED IN A LYSLE D.B. 888 P. 581 TMP 58-165A NATURAL, VEGETATEDN�TATE, EXCEPT FOR ACTIVITIES AS APPROVED BY THE LOCAL PROGRAM D.S. 740 P. 229 PLAT WhILLIAM THOMAS WOODROW, III ,,, ` �"�.AUTHORITY, SUCH AS F REST MANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND "p LOT 16 AND MELANIE G. WOODROW REVEGETATING PASSIVE RECREATION (E.G. TRAILS), AND LIMITED BUSH HOGGING TO MAINTAIN PHASE 2 GRASSMERE D.B. 4642 P. 166 � - _ - ° "`4•� ... DESIRED VEGETATIVE COMMUNITY (BUT NO MORE THAN FOUR TIMES A YEAR). FARM D.B. 740 P. 229 PLAT'_ �b> LOT 15 CONSTRUCTION RECORD DRAWINGS WILL BE REQUIRED BY THE COUNTY FOR STORMWATER PHASE 2 GRASSMERE FARM J _._ - - _. - ~ " µyy - � -'FA.QILITIES, SUCH AS LEVEL SP FADERS, REFER TO CHECKLIST ON COVER SHEET. f _ .rr /� (�'lr'�,_ w.-,..,,.... r....- ._�.. `••�.,,, _ "- _.,_, _.r.-„Y.."' .-" �' �f 'mow ''� If TMP _ �,,,.. .- ....e.. •'°'+� '+��-�zz 74-1 5N..ti. LOT_ .. 219 ARff'_``'t` �, „u ,+'r �✓• , -'' .-- �, ` DER D:8..1341 P. 121 PLATw- _ __ , r It ,� �' / t� % 1 -C ER fir }a'�� 1 a� �„�_"' ,P' ✓'" ___. ___. _.__ .,.__.....-_. ._..... �..w� °.` •. ��„" �.,� w,, ! Him 1 1 J /f f !t � t f /'r �'" %! �' � !' , / Jl r° ; t f J �.`j �'r r 7 !r .� f'� ,,.� r'"" „� "t` PRO OSEDwF6REST/OPF.,�i � � �\� ��' i I a� � � r ,� '� r14/ } •� a..=x,' ,. 't � � fSEM�1 " } SPACE irASEMENT 41/ >d✓fy�,_yam/WELL ,'` 4`'""t h,r!� •°� ''r/ ' 750.0 f- �� y /,..✓ f / / / t ''' � •'�" ° ° `� "- '� ° �' �jM-j"r'' � ___ _� _ . _ �', � . ` 7 � f �'' ' `�' �, ��` `° °�' , � � �+.., � � l / f f � , / � �� r' °� ,l / ,✓ ,✓ / � / ,�` ,� f �'�/ ' � t ` �' ,�/ ,' �'p ,•,, ,��" %' d✓ ,/ ,/ �', �' `P � '� � r, d sr �,f .. r� ''F `-c�,"a / 4 '-=�'S \ Z� � % T° I 'T.t ,� � t ,{j t f �. f / I ,r fit` � '� l 1 � � / " f' � f i� � I �� 1, J� J y � � p� s' A f ✓ f r � 1 ��, ,� � i ,�- : � '� -� � i ! j t j �j- r! t l x >� 7 f/ !`` i'`< r✓ it �'' p .+°""--- :.. ....,� /�„„` "*`,yy,, '�-�a{ �'p �' .r-' ' f J 1 i l tr / f d t i 1 I �` X€� ,F ,✓"� �" F f' .%` I .% .s'' ,� 748. 5 \fj ��� �` 'j 11 1�/ , 1 f t'� 1 f i / / / t f / l' l / ; f' / 1 �'�t' �''-� f,� / ✓ /i - 1 d r p .,i°•,f ,` df r l l2 1 / "y 100, AIP Ii1# �f i! 'S� ! I r 1 iq l r 'f v s E HODS "+ t j° / I t ( /! l / �{ffii,t1/ /� �, `� \ ��///� `. '`d / j� 1 �y '� f r'f d t ! ' ' Ili 'Y' t ! / 'f Z , i+�r�' t .�! I I ft / • �YrJ> U l , / t 1 J Jr • " /'! ,r✓4 1 ',. wwt' / rS�V21 RlUE5SOIL 6B I 4 t4- ' �° d / I✓' / ��' 7/4f / / tr / / / p f i l ,. .`' l` r f f t� t t/ ,,�''� \�,.- 74��82 : \ , / ; I � / t� � � l l ,l / �/ •' ,/ �� � l ! �' � t � � 1 I f l , r � .�'�"`,,, .-�. A- N j ` � �, ' j) ��• (i j� ¢¢t /J� 1 /1' )f p$ �. r( � f JJ '',>< yr^'8 / r i f! f i f , f1 / ' 1 / f t ! !_` ' .ref ! r / ,e / rr' t t �f'r i 1r ,r i 1 m rt ) / { / ' . { 8T'R 2(} / 1 t` % ,� �' ' t `` ' t r / J' 1 / ��i' % # � l ' 7 >tf! � 1t j$ �{ qy ¢ � � {4 � � �x. h pr,.,a "�.. • �49�-�c2 �""q `Y` �fJd r / �$i6 � J ` � �J ref ,�'y>� %" ,J/39/50 '0.✓ I fS'v;°lM FUREST OP N f 1 TREb / % / r / ✓ / 1 0 SPACE AS LEif NT, TYP. t � � � � � � �` � _� �} '�� �,.,�g.�, � . ° ,, �„�' � � r .� ,,•' .� �'' s � '� ,.� / ,, ` �, � , s' ;�° . x ,� � ,,. / ,✓ � � � � /' t�l i { ' �� � � � / � � d � ! It � ill J T 743 74 .ors ' �` �' `/ ! ./ �' , / ./ / / J ,� _ if2TR E20 - I e P t / 1 t' I ,7'43!41 i{}{ }7,}( t ti }4} �. °�'° } �, :.�' '' �.,''; ,"' ,` '° •..�:'' ,/� / 74'.11! E 8 7 + { �,rJ J T i{! j ✓ > ��„ '� l s'� f r r b r l l P r! t / J / 12S PAR E 5 1 ° 7 c 0 75i 1 0 t it � i � `� �, 4 `'� �` `��, � �•., !� � �� � __ ._P �,/ ?�� d ,/ �' l `�•� ' / � -�� �) i �,� I 1 � ! ,r I S R E 5 ! / , / , 1 i l J 1QT EE2 11 / / ! s f ° 'r ' / G1� 14 / l �f /'�/r',r,r,%1//� J, 7 r / 1 12PU E1�r a t f 47.50 \ �+` Cjr1ER '8 HI RY 7�,, i % / l / d 7 7. f. r 1 !P<C1SIOSED Fq2 S1I P1= d � 1 r / J I 1,10 ,�' 1 � (iA J1� , 73389 1 r 4 ,,h '" / ' J� 4.2 4- / a 125PR J 25! �' % I / ! / r J ' ' I j ' j a x 1 �, ''� �`• `y w / '`� .. ,,�y , a / f .• '" .,,.' / ,/' % �; ` ( X P f x r / I i N`f ,s '� f y+r' f ,°' it e'� r° ff / : i, ro ✓�i r r' rd i f77 C� tt + 1 1 tn, _ t r r` 7'� _r _ r . t 1 I 1 , i f l t I % 1� / / '� _✓ ° LEVEL SPREADER # 1 ' 2' LIEVEL SPREA'DER,. o \, BERM ELEV. Z32.0 4„ D.A%= Oil A r. tc 7.53 NAINS y la 2:,42 S, (2 3,COS X 13r = 32 L RE0 , (SEA T' PICAL D AIL \ ( 731= 50\- TMP 74- 03 i 'CHRISTOPHER J. ND: JE SIC L. LON EN D.B. 4762�. 534 EXB. 648 P. 425- 27 PLAT ,, LOB 3 BLOCK C S ICTIO 2 j ... LANGFC)RD FARMS z of p 4 z 1P % -102r W } t A TER t . AND T PHAME B. OLIVE z \D. 20`9 P. 690 P.B. 1 P. 425-477 PLAT LU L LOT 2 BLO,&'C SE 2 LAh F ,R&FAR LU � J 1 ,i uJ to 0 rJ \,. ILI O i uJ / U 0 , 125 4,grION _ y - TMP 74-101 - _._° �_ y : CHRISTfl -HER K_',' N, -�, 22.50 ,.. JENNIFER WOODS '-D.B. 4670 P. 384 63: 648"P 5-427 P \ ''LOT 1 BLOCK C SEC I (N, - }' 3 LEiiiE LAN.QFOR-FARM S �',_- " ✓'~.tea. f° a ,- / K}'1IV IIiyi,I mum - f'^, 1 t -T 1 J E STIN IV W 12.50 f 22 �% I =EVEL SPR lE ' # r 6'LE VE SPF� @R l _E[EV. 69 .01 t t VPO11 -1=1-VEL SPREADER #3 f 1 ! f ©.A AC i 1 BUFFER 22' LEVEL SP.RPADDD4R 9 3 �RM-5CEV 1 0- ro = 1.25 F !� j 8E 7 0 t €� {1 ` 5 CFS , 1 16' L REQ.J/ _ tc = 9.96�MI'NS ~ t (S E)Ty ICAL D QJo =1: 6 CFS.,.- --"- / / 1 } 1 SO L 7C r t� _ (1.66 CF& X 13' = 22 ''R A,, 1 // r ,/ -(SEE•TYPICAL-~DETAIL) '`/ r J PROPOSED FORFS1�/OPE.N f J�`� 'z 1 1 f f z Z•�t 1 SPACE EA�EMENT ('50,1.1, J 1 jjgp JJ 1 ( j z / /ram S / 1 rime of Concentration Worksheet 3vorland Flow Time iource: Seelye Chart as modified in VDOT D 1.5.1.1 on Page 1-13E) Votes: f) Length of overland flow always <= 200 ft t) Calculate a separate Tc for each ground c 135.00 Enter Length of Strip (ft) 2.00 Enter Slope (% or ftt100ft) O.b7 Enter Rational Method "C" value 6.511 Result To (minutes) rshed ID: Culvert #'I/LS #1 age Area: 0.72 Acres c-factor: 0.57 (see worksheet) tc: 7.53 mins. (see worksheet) Q(2): 1.84 cfs Q(10): 2.42 cfs ainage Manual (Fig. v condition along the flow path ample "C" values: 0.22 Dense grass 0.28 Average grass 0.36 Poorgrass 0.4a Bare soil 0.90 Pavement Shallow Concentrated Flow Time Source: SCS Velocity Graph as published in Virginia Erosion and Sediment Control Handbook, Third Edition (Plate 5-2 on Page V-12) Notes: 1) Not intended for well-defined channels - sec channel flow calculation 2) Calculate a separate To foreach ground cc ver condition along the flowpath 2"Enter Length of Flow (ft) 5.00 Enter Slope (% orft1100ft) 1.01 Result Tc (minutes) IF UNPAVED Result To (minutes) IF PAVED Rainfall Intensity(Albemarle County, 1 Weighted c-factor Worksheet Cover Type Area c Developed Area (turf) 0.24 0.50 Impervious Area 0.24 0.90 Undeveloped Area 0.24 0.30 10 7.5 5.9 captable values for duration are between 5 nd 60 minutes- Use values outside this range at risk. rime of Concentration Worksheet Overland Flow Time 3eurce: Seelye Chad as modified in VDOI 1.5.1.1 on Page 1-13E) Motes: 1) Length of overland flowafways <= 200 ft 2) Calculate a separate To for each ground 12:,2 Enterof Strip (fit) Enter Slope (% or ft/100ft) Enter Rational Method "C" value 8.93 Result To (minutes) rshed ID: Culvert #21LS #2 age Area: 0.53 Acres c-factor: 0.37 (see worksheet) tc: 9.50 mins. (see worksheet) Q(2): 0.82 cfs Q(10): 1.08 cfs Manual (Fig. If condition along the flow path )mple "C" vafues: 0-22 Dense grass 0.28 Average grass 0-36 Poor grass 0.48 Bare soil 0.90 Pavement Shallow Concentrated Flow Time Source. SCS Velocity Graph as published in Virginia Erosion and Sediment Control Handbook, Third Edition (PI to 5 2 on Page V 12) Notes 1) Not intended for well-defined channels - sef channel flow calculation 2) Calculate a separate To for each ground cc ver condition along the flow path 155.00 Enter Length of Flow (it) 7.75 Enter Slope (% or ft11000) 0.58 Result To (minutes) IF UNPAVED Result To (minutes) IF PAVED Rainfall Intensity (Albemarle County, l irginia) c-Tactor = u.nr Weighted c-factor Worksheet Cover Type Area c Developed Area (turf) 0.10 0.50 Impervious Area 0.03 0.90 Undeveloped Area 0.40 0.30 10 9.5 5.5 Acceptable values for duration are between 5 nd 60 minutes. Use values outside this range at risk. Watershed ID: Culvert #31LS #3 Drainage Area: 0.90 Acres c-factor: 0.34 (see worksheet) tc: 9.96 mins. (see worksheet) Q(2): 1.25 cfs Q(10): 1.66 cfs Time of Concentration Worksheet Overland Flow Time Source: Sealye Chad as modified in VDOT Drainage Manual (Fig. 1.5.1 1 on Page 1-13E) Notes: 1) Length of overland flowalweys <= 200 ft 2) Calculate a separate To for each ground cover condition along the flowpath 200A0 Enter Length of Strip (ft) Sample "C" values: 10.00 Enter Slope (% or fti100ft) 0.22 Dense grass 0.34 Enter Rational Method "C" value 0.28 Average grass 0, 36 Poor grass 9.49 Result To (minutes) 0.48 Bare soil 0.90 Pavement c-factor = 0.37 Weighted c-factor Worksheet Cover Type Area c Developed Area (turf) 0.10 0.50 Impervious Area 0.03 0.90 Undeveloped Area 0.77 0.30 c-factor = 0.34 Shallow Concentrated Flow Time Pipe Flow Time 1 Source: SCS Velocity Graph as published in Virginia Erosion and Assumes 5 ftis velocity in pipe Sediment Control Handbook, Third Edition (Plate 5-2 on Page V-12) 0.00 Enter Length of Flow in Pipe (ft) (estimated) Notes: 1) Not intended for rostl-defined channels - see channel flow calculation 0.00 Result To (m inutes) 2) Calculate a separate To for each ground cover condition along the flow path TZ-0-0 Enter Length of Flow (it) 9.30 Enter Slope (% orft/ 10011 0.47 Result Tc (minutes) IF UNPAVED Result To (minutes) IF PAVED Rainfall Intensity(Albemarle County, Virginia) 2 10.0 4.1 10 10.0 5.4 aeptable values for duration are between 5 and 60 minutes. Use values outside this range at risk. Watershed ID: Culvert #411-8 #4 Drainage Area: 0.64 Acres c-factor: 0.36 (see worksheet) tc: 9.71 mins. (see worksheet) Q(2): 0.94 cfs Q(10): 1.25 cfs Time of Concentration Worksheet Overland Flow Time Source: Seelye Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.1 on Page 1-13E) Notes: 1) Length of overland flowaluays <= 2001t 2) Calculate a separate Tc for each ground cover condition along the flow path Length of Strip (ft) Sample "C" values M292Enter EnterSlope (% or ft1100ft) 0.22 Dense grass Enter Rational Method "C" value 0.28 Average grass 0.36 Poorgrass 8.96 Result To (minutes) 0.46 Bare soil 0.90 Pavement Shallow Concentrated Flow Time 1 Source: SCS Velocity Graph as published in Virginia Erosion and Sediment Control Handbook: Third Edition (Plate 5-2 on Page V-12) Notes: 1) Not intended for well-defined channels - see channel flow calculation 2) Calculate a separate To for each ground cover condition along the flow path 190.00 Enter Length of Flow (ft) 13.00 Enter Slope (% or ft/100tt) 0.64 ResultTc (minutes) IF UNPAVED ResultTo (minutes) IF PAVED Rainfall Intensity (Albemarle County, Virginia) 10 9.7 54 �eptable values for duration are between 5 and 60 minutes. Use values outside this Weighted c-factor Worksheet Cover Type Area c Developed Area (turf) 0.10 0-50 Impervious Area 0.03 D.90 Undeveloped Area 0.51 0.30 at risk. c-factor= 0.36 w ate c t U, a i o landscape architecture i civil engineering 4.18 E Main S1re,2t 434.2953177 Charlottesylifle, VA 22 02- A,TH op PIS Alan G. Franklin �d T,ic. No. 35326 t Y A project • DAGLIESH GILPIN PAXTON ARCHITECTS client 0 BLUE SPRINGS LANE CHARLOTTESVILLE, 22903 project `+� fsitf q' 0 STORMWATER MAN''AGEMEN'T PLA N sheet title / / . J-e I _\__ THE SWM FOREST AND OPEN SPACES ARE SUBJECT TO THE GUIDANCE ,0I r% I " " / I /" I I TMP 74-15M ___ SET FORTH BY DEQ IN THE VIRGINIA STORMWATER MANAGEMENT STUKMWATER-MANAGEMENT NARRATIVE / / �, 0, PROGRAM. THE AREAS WILL REMAIN UNDISTURBED IN A NATURAL, " - ` , / , , o " � .,?, . � c o " , MARK E. BROWN LIVING TRUST �, _)_ J C 1, �� - � . , -, 0 , 0 0 r1> 0 0 AGREEMENT & MARY L. BROWN LIVING VEGETATED STATE, EXCEPT FOR ACTIVITIES AS APPROVED BY THE VSMP CHANNEL PROTECTION CRITERIA & FLOOD PROTECTION CRITERIA ) "), ,'� " � (-),�, 11) 11) 0 TRUST AGREEMENT LOCAL PROGRAM AUTHORITY, SUCH AS FOREST MANAGEMENT, 0 () 0 � - . 0 , , '� C I Or o ; c' ,'-' 0 01 0 0 , 0 � -) ,,--,' 0 D.B. 4292 P. 495 Post -Development stormwater will convey via sheet flow to existing forested and open space areas TMP 58-165B - -01-1 -)_ ,C) 0 0 n - -) 0 D.B. 1341 P. 121 PLAT CONTROL OF INVASIVE SPECIES, REPLANTING AND REVEGETATING, �_-) i� I � - C, ,c) - 0 0 -0 , "I I ) , GORDON AND EDNA P. ,-) �, o " � I-15 0 (��:��_ PASSIVE RECREATION (E.G., TRAILS), AND LIMITED BUSH HOGGING TO that Will be placed in an Forest/Open Space Easement. Concentrated ditch stormwater Will be z D 0,-, o' 0 o �- K-i- 0 CP 0 - 0 c -),-o LOT 14 1 0 6 u 0 r 0 - D o 0 0 () _� 6 "J 0 , 0' n 0 �Illi!lllllllilllllllll11111111,111,111,11111I , C, , - I - � C11 I converted to sheet flow via four level spreaders to existing forested and open space area that Will LYSLE D.B. 888 P. 581 ./ TMP 58-165A 0 C) � "ele, 0 0 0 0 0 8 , 0 0 MAINTAIN DESIRED VEGETATIVE COMMUNITY (BUT NO MORE THAN - 0 o o o' w- ') o FN o C, o �- 11 -11 0 0, Ci f ��� C �, D.B. 740 P. 229 PLAT I WILLIAM THOMAS WOODROW, III e o - (D' o , o, o 0 -- Q I � � 3 , , 1) 0?- 'i, FOUR TIME A YEAR). . , , , , - � 0, c, 0'- 0 0 C� 0 C,) 0 C) 0 0 c) 0 C) 0 0�?D,_e " - �J C.) _ 0 - r. ,C) c - be placed in an Forest/Open Space Easement. The open areas Will be hay fields that Will be cut not LOT 16 AND MELANIE G. WOODROW 0 0 , 0 0 0 , - " 0 0 0 0 0 0 0 - 0 0 0 - 0 0 , 0 r� o-0 o,o 0 C-),-, i0 Q PHASE 2 GRASSMERE / D.B. 4642 P. 166 �, � 0 0 � �_,� " 0 0 C) - 0 I _A__11Q­ �ar:�,�-__,-ej,5_33%.'-G, 0 C) _�' 0 06 0 I 11) 0 �111111111,11, more than four times a year per a recorded maintenance agreement. The Forest/Open Space 6 " - . 0 C", C) 0 , C>�� C, 0, U , > 0 �_l � 0 0 0 0 111, � f C -"� 0 0 0,�L_ ? 0 0 0 0 0 � 111111111111111111 FARM 0 `­', - 0 � 0 1� , _? 0 �_ 0 0 I'D (` ,/'/ D.B. 740 P. 999 PLAT - 0 I'll 0_0 , , _�, 4 0 . C) 01 ) ./ D ''' � 111111111 0 I'D - 0 Q - 'J 0 Q, - S ­fot2 7 _f, ­1 IIIIIIIIIII � I " - C", -'� C) " %11 LOT 15 C) - u �,-J 0 0) " X_)) (: � (U3-) " 0 , ) , ,;2_c_�_Q_C1rQ1C11" 0 0 0 0 0 0(,)00c,�­ I'll '''III,,. \ Easement surrounding the developed area of the property ensure that the runoff will not negatively 0 , 0 0 , D 0 0 , 0 0 0 C - �f�_�_ 0 �, o U , 0 0- C'4 a u C) () 0 D. - I IIII -1 - 0 u ".) 0 �D 0 ,e _� � �0 - &6') --- 0 -� 11 � : , � I! o , o 82 - _sD 0 g- (� , 0 U -) U " -- - 0 o 6-'- �- , -- _� - _0 U, U , 0 Q 0 0 - 0 ''i \ I PHASE 2 GRASSMERE FARM n C) - r� - f�>_,P �a�-) 0 (24-� U - I ( IIIIIIIIIIIIIIII 1Z , � , 0 � o;�, (-),., c) ,� 0 - ,),-) , - r - n , C , _' I I impact down -gradient properties or resources; therefore, per 9VAC25-870-66(d), the VSMP Channel \_,_ , . , ­ , � fl, � 0 �­, j�� - C-, o , 0 0, 0 , 0 o , ) - (D 0 0 C) , I 11111111,1III , � - 0 - r) o �ND , � � , , II! ___ - C 0 ,J 0 " -) , .-,, - (" 0 cr-, �-- -4_:� 0 0 P III!,1111111 I I ,� 'D�, " 0 C? � C, 0 � - , 0 0 0 0 0 C - f, , I 111,1111, - , , 0 r 0 4 - - G -IF- . 11, � o o "o a - - X,�, , -� _.� 0 , �,� .) 0 10 111111111 " -C -1 -, -- a , , 111,111 - , � , 0 C� 0 0 _;� D ., 0 � IQ;, 0 _q�� , ( r , . _. 1". (7) " 0 (_), 0 I - I '_ 4 "� 0 Cl 0 __ D 0 0 - -d-, -Y 6 i 0 Q Ili,,,,,, Protection Criteria and Flood Protection Criteria is satisfied. � - 0 0 0 C 0 0 () G , 0 �1 U () , �(�, �c i _c�_ _Q C) ) "') () Q 0 0 0 C) 0 0 0� �.O� - �' ,,� f 0 I Q III ( ), 0 0 I � ) 0 ,,, -1, , 0, 0 0 r -'o c) vw_ 0 0 0 0 1111 ,!,''III - , , D 0 a_�_,j�? ) g -) ,4 0 00O, � ,!; � - , 0 < V-111,01 0 (11 0 0 C_ -, �� 1�, 1) () () ) 0 __ 1 I () C - N-) 0 " o �, 0, (-, C) "c-) 0 �, _,! - , � (_A,�o 0;� __ () ,_ - , ;! I C ') 0 N. " " C, (' N - - _D C, - 0 --tJ" 0 C`�� ), 0 0 0 0 C) 0 0,0 0 c, � (_>,"",,� 'L'U-, 1 �­)-�),()_,._, �, C, IJ e. 1; 0 , WATER QUALITY CONTROL 1% , (I � f I , U ) C�,�,)17 J �40 e o u­ k� � 11 ) - ,� '_'�'_ - ` '�) a ��(_) 0 0 0 C) Q 0 0 Q � I ',L','- �- 0 �^ ­(''c " o -) o 0 C , � - 0 0 7_)__Z 0 Q, I -0 , -,) 0 - 0 - 0 � _� , - , C), -), ,-,_ C,-, r�c-,T (..) (-:*�_ o o c� - . � (--�-- 6 o " o " 0 0 0 0 0(-% 0 � (-) (-) 0 - A 11 _> o , ) (__ ,� - , - -� - ) -, ,) ) (SOIL 36B 0 ' Q ' . 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PA ,E) - I - 0, & � 1-1 � P_ <2-- �,�F�_?�)�O��,, 0 U 0 C) 0'. W / 1� / C 0 0 - 11' ��b 0 z: --el I 0 0 0 _, 11 _� I 0 , 6- 0 r) n ::E ,11'­1 ­1 I'll .�' j -, (-) ", 0 o C) 011 0___e_�___E_J EASEMENT 150') 0 0 - (SHEET FLOW TO OPEN SPACE) P 0 0 0 -, ') , " 'C"C' , - o', I C) -, 0, C, i I 0, Q D 0 & - Q 00000O0 0 - - ,� 10 el .0 0 0 1 ( ii L - N, (' �_ U , � V -,,' - ' '-'6 7 -b �6 �,6 U , _)-b'd'-� -4) () 0 0 GN 0 0 - 0 0 1___­� 0 0 F REST/O PEN SPACE, HSG B 7.23ACRES . .3 - ­­� , - " C of -) ,_, "I . () _CL 0" (" 0 Q e. - 0, 0 IQ C) C) U U U U U U 0 < -.-:f r () fi 1) F C) U � Q t � U U 0 -_�� �S, , , -) 0 0 � P, . 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I I- 0 1 t/) / TMP 74-92 0 ,Q 0 0 (-41 C� 0 0 10 I I /,0 " - - 90 0 0 0 Yo 1 6 P 0 ( 0 o c o ,�'� 0 "D 0 I-N 1� - -) , -) "-,:-6 9� o - �, ,?,' 0 , , ,,, O/ 0 0 0000000 0 0 r) 0­ 0 / I 0 0 0 0 1 (-� 0 Q 0 - 0 0 0 0 () 0 0 0 0 I-10 g, o C) I U 11 ,A-C)e30e,:)D000(:)0000 t2 t TIMO HY D. AND EDITH C. THOMAS - G - L_' � 0 0 - 2 �46': �' 0 , 0- (, -4, 0 - () ,,,� (.) , - C��):�,0�00 �� C/ -) 0 r� 6 1 LU / 0 0 0 ,�Vo �?-8 0 !,`c � 0 0 0 0� n 0 0 I � D.B.1180P.145 I-, - , �11 - - 4 C) 0 0 0 0 - 0 11) Q, -, - ,.!,;, C) 0 0 ( - = / I 0 Q 10 0 3,_ ( 0 0- 09S 0 0 f I U U Q U 0 U U� Q U " 1) C '. U �', , G G 0 4 -) 0 0 0 0 0 0 0 0 0 CII DX 648 P. 425-427 PLAT . 0 � � �, �_� - 0 () () C) 0 0000001-110 0 0 1 co / / o' o ,� 0 0 C%;-, 0 0 0, 0 < o - gN 0, 0 0, 0 0 mo 0 / / LOT 7 BLOCK A SECT10N 2 :-:-tl 0 ,J, 6 � 0 -, 0/, 0 z 0 �3 ov��x 0 01 0 11) I () 0 0,1� 0, �_p 0 0 () I 0 , oo-000000 0 ul� 6 r ' , , /6 'D c) ,0 0 o o , - 0 0 4e' '__� ' C) (�� (I. 0 () 0 0 0 0 0_0 0 (11 0 0 0 0 , . LANGFORD FARMS -, ", I 0 al" 0 , 6?_ - � -/ 0 0 0 16 1_1 N-) le 0 ') _ 0 6 O? ? 1 0 0 00 / - b o 0 �O 0,� 0 ,�,, 0 FO " 0 - 0 C I 0 I I 0 - 0 -0 I � �_) g-, ) . :> (If 0 G C? 0 -) U11 -) U _� Q SOILS INFO: , < I - Q,,- C? Q 0, U 06'Q 0 f_,�P(00 01 0 I C Y2 1'� 0 - 0 0 0 (._�' 0 () 0 G 0 0 0 0 � 'I'D - ��­ 0 , " 0 0 O� () ,') 0 6 1-1 1�� , OD o 0 0 0 0 D Q 10 0 0 0 Q Q 0 0, 0 C) 0 0 0 1 - 9-) 00, �-'-` C) . - eo", 0 C, C) N , - ( 0 CY 0 0 0 0 SOILS GROUP 19C - CULLEN LOAM, 7 TO 15% SLOPES () / 0,4 0 in , �_ , 0 V� ,� , .- , 0-0 z / �_ _ ��, 0 �,) 0 0 _� SOILS GROUP 36B - HAYESVILLE LOAM, 2 TO 7% SLOPES Ly jy 0 ", 0 -,Q- C - 0 0 0 0 0 0 () 0 0 0 0 0 cy 0 0 0 0 C - I- / ; / 0 - NOO_�(,) 01 O�D_�;_��E, 0, - -? 0 r 0 0 0 0 0 0 0 0 0 0 000 _0 (0) I I SOILS GROUP 36C - HAYESVILLE LOAM, 7 TO 15% SLOPES Ile 0 Z 0 0 0 0 � 0 6 000013 0100000� , 1) 0 000000D SOILS GROUP 36D - HAYESVILLE LOAM, 15 TO 25% SLOPES 0 0 �O rN 0 " ,-' 0 0 0 10, ( C I 0 -, 0 ":4 0-_�" o 0 0,�-o o - ,-, X_ 0 C-) - 0, 0 0 G 0 0 0 0 01 0 0 0 0 0 0 . _J / / �,�� Q- 0 �Vz 0,11410 rd 0 0 0 - 0 0. 0 0, 0 0 0 0 0 0 0 0 0 0 0 0, �D 01 0 11, SOILS GROUP 37C3 - HAYESVILLE CLAY LOAM, 7 TO 15% SLOPES / " , Q,, 0 0 D P-, C) �A) , cc) Cc> DOG-- 0000-00010 cloc'-,00 � / ? o C?) �Ooo_ 0 I- < / - :) 0 9` , I / N / 0 C) r - ') o') 0 0 0 0 0 0, SOILS GROUP 56B - MEADOWVILLE LOAM, 2 TO 77. SLOPES I -0 2 0 ,I;, g 0 1. 0 0 0- 0 0 0 0 0 0 00-00000 0 1100 "b'Do 0,000 � � g 0 , 0 0 "' G - 0 G '> 0 - G 0 0 0 0 () 0 0 . 1.0 C -f 0 �W�,,-,� �?rc> - - 0 " ,� Q C 0 0 0 0 0 / I �C� �.61 o 0 0,,��'b - �e( ,�>110, .0 1 () 1*�' 0 0 _-,,,�ff- r_�, - , __ 1J, - 0 o 'o o' 0 0 - 0 0 0 0 0 11) � � .0 0 D 0 C 0 � IN 0 25' 50' 100, . - � Lu � � � 0 00e �_?00,>"o - () � I-1 0 -) I 0 , -e ?000o0 0C,`­--0 , -0 _11\ - 0 0 0 - 0 0 �?�O?,�_ a D "' o o D 0 �o / 0 / ,0- o,�-­o �� � 0 0 ,�� 0 - �000000000000001J Q A I (V I 0 , 0 0 - 0,7 0 0 0 0 0 0 1000 11 I? e N�, ( . 0 , SO o, :�O�,� 011--<'o 11 " .-.c> 0 0 0 0 ? -, �._ 2 L 0 0 0 Q 0 - / 0 - o .--, G ID - � 0 (0 , 0 0 0 0 0 0 . 11 / ,�o� 0 J0000 0000000000000000 - 0 0 0 0 0 0 0 0 , ?-i�, __ o - 0 `�C� - - 3 __ 0 - 0 - 0 C.) C) () - , .1. �;; / � 0�_o __ c, 0 C) o C) o 0 - C) o o 0 o , , � 1�2 �,:J �fi / / � wate rst reetst u (1:11 i 0 landscape architecture I civil engineering 418 E M-ain Street 434.295-8177 Charlottesville, VA 22902 "ITH OF , 0� P , (3 ." ;;Ii �,C�11N , - * t�, _r I 0 C J 17 Alan G. Franklin �_d Lic. No. 35326 94 �d W 10 4), A�A _k , , "�' le, I I I'll � 1; .LP �Is� 5:��i M-mr =.A 0 rm, � SEE= I - W 11, , � k , �60 ... :11IN Vd " - k i project name OAGLIESH GILPIN PAXTON ARCHITECTS client 270 BLUE SPRINGS LANE CHARLOTTESVILLE, VA 22903 project address VSMP/ESC project phase 1�1%0_716T; i � revisions % A Iff I sheet number r, .L "� , �. I . , , � ,, � I . I . . �,, �.. "I � 11, I", ", ­ , 1-11. ` , I- Culvert Repa Hy"owlExprasm Extension for AutodleakIDAutWCADS Civil 3DO by Autodeak, Inc, Culvert I Invert Elev Dn eft) = 733.50 Pipe Length (ft) = 24.00 'slope (%) = 1„ Invert Elev Up (ft) = 733-75 Rise (in) = 15.0 Shape = Circular Span (in) = 16.0 No. Barrels = I n-Vallue = 0,012 Culvert Type = Circular Concrete Culvert Entrance = Square edge w1headwall (C) Coeff, K, M, c, Y,k = 0,0098, 2, OM98, O,67, M Embankment Top Elevation (ft) = 735-50 Top Width (ft) 12.00 Crest Width (ft) 20M Calculations :#min (cfs) Om,ax (oft) HIghfighted atotal (Oft) apip's (ds) Qovertop (cfe) Veloc On (ft1s) Veloc Up fts) HGL On (ft) HGL Up (ft) Hw Elev (ft) HwfD (ft) FlowRegime Friday, Aug 31 201B = 2.42 = 2.42 = (dc+O)/2 = 0,00 = Z46 = 194 = 734,44 = 73438 = 734,65 = htlet Control Hy&aflow Express Extwsion for AutodaskA MoCAOT Civil 3138 by Autodask, Inc. Friday, Oct 26 201a Culvert #3 Invert Elev Dn eft) = 713.00 Calculations Pipe Length (ft) = 22.00 Orrin (cfs) = 1 '66 Slope (%) = 3.41 Amax (oft) = 1,8 Invert Elev Ulp eft) = 713.75 Tall water Elev (ft) = (dc+D)/2 Rise (in) = 15.0 Shape = Circular Highlighted Span (in) M 15.0 Qtot al (cfs) = 1,66 No. !Barrels = 1 Qpipe (cfs) = 1.66 n-Value = 0.013 00yertop (ds') = 0,00 Culvert Type = Circular Concrete Veloc On 08) = 1,80 Culvert Entrance Square edge w1headwall (C) Veloc Up (ftfs) = 3Z2 Coeff. K,,Mc,Yk 0,0098, 21 0.03967 0.67, 0.5 HGL On #t) = 7`13.88 HGL Up (ft) n 71416 Embankment Hw Elev (ft) = 714A5 Top Elevation (ft) 716.50 Hw1D (ft) = 0.56 Top Width eft) 12.00 Flow Regime = Inlet Control Crest Width (ft) 20-00 Mn {ij rill 1-0 - - -777777= 777-7777= Mg, =77-7 77�-7, CU. 71 77 29NI 777777= M 413 HydraftaN Exprass Extenaim lot Autodsak*.Aut&CAD0 Civil 308 by Adodesk, Iraq. Friday, Aug 3120 18 Culvert 2 Invert Elev Dn (ft) = 723.50 Calculations Pipe Length (ft) = 24.00 Qmin (Cfa) 1.08 -Slope (%) = 1.04 Qmax fs) 1.08 Invert Elev Up (ft) = 723.75 Tallwater Elev tE (&+D)/2 Rise (in) = 15.0 Shape = Circular Hlqhlllgll� Span (in) = 1&0 Qtotal fiefs) 1.08 No.. Barrels M 1 Opips �Cfs) 1.08 n-Value = 0,012 Qovertop (Ufa) = 0.00 Culvert Type = Circular Concrete Veloc On (ft/s) = 1.25 Culvert Entrance = Square edge Mheadwall (C) Veloc Up (ftlm) 3.10 Coe#, K,M,o,Y,k 0.0098, 2, 0.0398,0.67, 0.5 HGL Dn (fi) 724.33 HGL Up (ft) 724.16 Embankment Her Elev (ft) 724.31 Top Elevation (fl) 726,00 Hw/O (ft) 0A5 Top Width (ft) 1Z-00 Flow Regime = Inlet Cantrol Crest Width �ft) 20M i Hydmlaw Expme Extension for AutodeakO AutoCA00 Civil M by Autodeek, Ina, Friday, Oo282018 Culvert #4 Invert Elev On eft) = 691.50 Calculations Pipe Length (ft) = 25.00 amin (cfs) ® 1,25 Slope = 1.00 Qmax (cfs) = 1,25 Invert Elev Up (ft) = 691-75 Tall -water Elev�ffl = (dc+D)12 Rise ; ln) = 15.0 Shape = Circular Highlighted Span (in) = 15.0 Qtotal (Cfs) = 1.26 No. Barrels = I Qpipe (Cfs) = 1,25 n-Value = 0.013 Qovertop (ds) = 0,00 Culvert Type = Circular Concrete Veloc On fta) = 1 A2 Culvert Entrance = Square edge w1headwall (C) Veloc Up fts) = 3.23 Coeff. K,M,c,Y,k = 0,0098, 2, 0.030, 0.67,,0u6 HGL On (ft) = 692.35 HGL Up (ft) = 692.19 Embankment ll Elev (ft) = 692,36 Top Elevation (ft) ® 698.00 Hw/D (ft) = O,49 Top Width, eft) = 12.00 Flow Regime = Inlet Control Crest Width (ft) culvoi P 7- 7 02M 777"77= C, 24 TAN __4 :M fta'6 .Virginia Runoff Reduction Method New Development Worksheet - v2.8 -June 2014 :To be used wl DRAFT 2013 BMP Standards and Specifications :Site Data Project Name: STALFORT-ENS Date: September 7,2017 data input cells M calculation cells constant values .... .. ....... ...... . ... 1. Post -Development Project Land Cover Information Constants A - n - nual Rainfall (inches,-). Target Rainfall Event (inches) 1.010 Phosphorns -EMC. It Nitrogen E.MC. (m,9/L,)f 1.86 :Target Phosphorus Target Load (llblacre/yr) 0.41 land Cover (acres) A soils B Soils C Solts ;D Soils Totals Fairest/Open Space (acres)- - undisturbed, ected foresVopen space or reforested land rot P­ 0 anaged curl (acres) - disturbed, graded for yards or other turf to be mowed/managed Impervious Cover (acres) Tota I Rv Coefficients Manaqed Turf N Land Cover Summary Forest/Open Space Cover (acres) W, Weighted Rv(ibrest) % Forest Managed Turf Co%er (acres) Weighted RY(tu Managed Turf Impervious Cover (acres) Rv(impervious) % ImperAous Total s.ite Area (acres) Site Rv ........ . . Post-Devel.opment Treatment Volume (acre-ft) _15cwt-De-mil-ap-ent Treatment Volume (cubic feet) Post Development Load (TP) (Ibly) r as Post Development Load JN) (lb/y ..X': X. Load (TP) Reduction Required T lbiyr) w a t e r s t r e e t s d ii o landscape architecture I civil engineerirg 418EMairiStreet 434.295.8177 Charlottesvi lie, VA 22902 0H OF. Alan G. Franklin Lic. No. 35326 LL01VA L 0- ml=l. � « ALAR FRANKLIN, PE t manaaer project team project name DAGLIESH GILPIN PAXTON ARCHITECTS client 270 BLUE SPRINGS LANE CHARLOTTESVILLE, VA 22903 project address LFFIRr-Ke LO revisions COUNTY OF ALBEMARLE Npartment of commur�ty Devalopmont r&7 W fkW, 'The following is a list of inforination required on construction record dmwings for istorml,vater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared bysomeone other than the designer. Please do not provide design drawings as construclion record drawings. A. A signed anJ dated professional seal of the preparing engineer or sizveyor, B, The, name andaddress of the firm and individual preparing the dmwings on the title sheet. C: The constructed location of all items associated with each facility, and the ,in-speeCto-nrecords to vetiffy proper dimensions, materials and installation, The items include, but are not limited to the following: 1, Inspectiort Records and photographs for pipe trenches and bedding, including und-ardrains. 2. Video Pipe Inspection for any pipes which am not accessible or v4ewablc. 3. Updated Location with geo-coordinates of all facihfies. 4. Verified Drainage Area maps for the drainage wea treated, and for drainage to the facilifies, 5Current physical and topographic survey for all earthon structures, Ponds should include usurvry of the pond bottom. Surveys should verify pond volurnes am per design. Cormcdons may be required for alterations from the design. 6. Plants, location and type. 75 Plow and proffles for all culverts, Pipes, Rlstrs, Wtirs and Drainage Structures - Display The installed t)qm of drainage structutes, culvert/pipe size, weirs, materials, inlets or and treatment , inlet and outlet pivtection, alignment and invert elevation compared to design, 8. Computations: For significant deviations from -design, provide sealed computations verifying that the as-buitt condition is equivalent or biter than design. 9Ditch Lines - Display the constructed location of allditch lines and dhannals, including typical stations and liningsi 10. Easements - Show all platted easements with dead book references labeled, Facilities and drainage must be within platted easements, Provide copies of recorded documents, 11. Guardrall, fences or other safety provisions - Display the constructed location of all safety prm4sions, fences, guardrail, including the, type, longth and applied end treatments, compared to design, 12. NbtMeJ layers — biofdter media, stone layers, sand layers, kayways and cores must he verified as to material types and depths. Include inspection reports., boring or test pit reports and materiahs certifications. Biofilter media must be an approved state mix. 13. Access roads — show location of access roads, surface treatment, drainage, ate, as appucuble, 14. Compaction reports are required to verify fill compaction in dams. 15. Ahnufacturers -cerdfications for proprietary Blue's certifying groper installation and ftmaticrning, 111 1 3' MTV 7 50T.T.Tiv, "IEGE7ATF-0 LIP OF SPREADER 01i30HA,;9QE70 AL. N1EA81JFE, X.. AL _k zL , FLATTED, -L JLJTFZ, EXCELSIOR, OR. FLAN VIEW EQUIIAZLENT STAPLED IN PLNM NOTE: CONGULT aFEDIFIOATIONS FOR APPROPRIATE USE OF JUTG, ZCDELSIOR, CR VEGETATM UP'VERSUS RK3210 LIP EQUNALEN7 2TARLED IN PI-AOE-\ DISCHARGE TO UF[�:D &MIN. FIECEMNG BURIED, 61 MIN, T MEAL REATMEW LrZV5_ LIP OF 8FREANER MIN 6 FT. PRoFLr= Figure 2.4B.- Section - Akernadve Level Spreader with Vegetaled Lip Verslon 1.9, Maroh 1, 2011 2:1 OR FLA7727 103h= E Mrj*la Stormwater Mans: neat Handbook, Chapter 9 July 2013 Project $He Plan/Pormft Number�__ Location Daft BIT Platecl in Servlck_ Data of Last InapecAlon lnspectcr Owner/Ownees Reprssentativa As -Built Plana available- YIN Facility TWa. Laval 1 Lave] 2 Ideally, these SMP areas shatild be Inspected ennualiy, wV? the inspection conduct&d during the non - growing season yMan It Is easier to observe the fibw path. Once established, vegetated fitter strips have minimai maintenance, needs Dutside of the Spdng Haan up., regular mo*Ing, repair of check dams and other massum to malnialn tho hydraulic efficiency of the fitter stilp and a dense, healthy grass cover, Grass Niter strfps and boundary zones must be mowed at Wal twice a year to prevent Pmody gro*lh. A conservation easement may be required to ensure that the vegetated filter str1p area and any nowty astablishad or restorad forast,cover may not be cleared. Also, a responsIble palty should ensufe that rcullma fvwt Imptovements ate made over Pme (IA, thinning, invasIve plent removal, otc.). § mw.=�'i� 0mall (twathmtmd) HIT "Irr. =7 W aadment build-vg) is present in tha tDP cf the vsgetstad Enlist area �gra There is trouw6wrna P"t InWation stabil 0onvayamed mmy fran the filter owetar Iwo StubIllu immadlatily, as Owner cr rwdad. woSwioned P"MITInt 7r"q_.27V7TM . . . . . . . . . . . . . . �411 i . FIA1 1 TM Remm irnmdiately. or prdautoned Malta a iudgmait herding whether plants naett ba Przfo"Iont replaced, snri raplwp If I mbinwrant (IPM) taohntquee to ml nifflLte the Omar or use d postIcId" and pfdaulonal harbloldem, Minlrnize ume of organic inat ohertical) fedIbm as matted. Razand or replms dead Ownw or vaptation on -expel soil protsaslonlal Pr S3�D Chook that the structure is r7at C1099W, if go, mnually Chian prdasslanal out decft Immadlately. 151:0111w immadledely, as Pmfa"ioniv oil I h A -A MEN Env=chmant on the Ifter am or easement by buildingWgbrijolurm Eliminate stagnant pools and establish vegetation; free fbr mcaquitom as needed. If *prop ars coraldared, then a M=qufto larv1ples, swoh in prcfemlonal Bacillus thurandensis at Absids formulations can be applied 9* ff absoU* ft*"Mty Convat real pzblems owner or prafemloral Inform involved propedy Ownerar owners of BMPO status ; Profs" lonal clearly mark the boundaries (arid perhmm of tha rewiving peryloo the Icewity) amas as needed w ate rstreetstu d io landscape architecture I civil engineering 418 E Main Street 434.295-8177 Charlottasvflllt, VA 22902 _W"'OH OF'700 I v-A I Alan G. Fran1din 17 Lic. No. 35326 94 le, IN, �dp J� 1�t (3 0 1NV A L, project team a gap AM Urzie"10016m revisions -KIM