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HomeMy WebLinkAboutWPO202000027 Correspondence 2020-06-23VSMP PLAN LEGEND EXIST NEW DESCRIPTION X 125 TC TOP OF CURB ELEVATION X 125- SPOT ELEVATION 165 TW X 125 TW TOP OF WALL ELEVATION 165BW X 125BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER RD Ro ROOF DRAIN SEWER LINE s"W WATER LINE �11 G15 GAS LINE OHE OHE OVERHEAD ELECTRIC WIRE ICE IGE UNDERGROUND ELECTRIC 01T 01T OVERHEAD TELEPHONE LINE 11T UGT UNDERGROUND TELEPHONE LINE PROPERTY LINE -- ADJACENT PROPERTY LINE ----- VACATED PROPERTY LINE BUILDING SETBACK 0— 0 PARKING SETBACK © DRAIN INLET (DI) A❑ O STORM/SANITARY MANHOLE [ PLUG ®v WATER VALVE & BOX ♦ 4io FIRE HYDRANT ®M WATER METER - ♦.� LIGHT POLE UTILITY POLE OWNER / DEVELOPER Owner: (TMP 66-43 & 66-43A) Eldon Farm, LLC P.O. Box 68 Keswick, VA 22947 ZONING RA DISTRICT Keswick LEGAL REFERENCE Tax Map 66 Parcel 43 DB 4415 PG 618 Tax Map 66 Parcel 43A DB4415PG618 Property Address: 1097 St John Rd Gordonsville, VA 22942 BUILDING HEIGHTS Building Heights: TBD EXISTING USE Primary: Residential Single Family Home Secondary: Agricultural Minor: Forest PROPOSED USE New Residence & Outbuilding LAND USE SCHEDULE EXISTING Area % Building 6,280 SF 4.70% Pavement 27,090 SF 20.27% Impervious Area 33,370 SF 24.97% Managed Turf 100,272 SF 75.03% Open Space 0 SF 0.0% Total= 133,642 SF (3.07 ac.) PROPOSED Area % Building 23,200 SF 18.11% Pavement 20,658 SF 16.12% Impervious Area 43,858 SF 32.82% Managed Turf 84,242 SF 63.03% Forest /Openspace 0 SF 0.0% Total= 133,642 SF (3.07 ac.) LIMITS OF DISTURBANCE: 3.07 AC DEDICATED OPEN SPACE: 2.80 AC SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & Topographic Information provided by: Roger W. Ray & Assoc., Inc. 663 Berkmar Ct. Charlottesville, VA 22901 434-293-3195 Field & Arial Survey Performed: February 17, 2020 ELDON FARM LODGE VICINITY MAP SCALE : 1 =2000' IMAGE PROVIDED BY GOOGLE MAPS TAX MAP 66, PARCEL 43 & 43A ALBEMARLE COUNTY, VIRGINIA Benchmark & Datum: NAD83 Virginia State Plane South SANITARY EASEMENT NAVD 88 -- — GRADING EASEMENT DRAINAGE EASEMENT FOREST & OPEN SPACE UTILITY EASEMENT The SWM Forest and Open Space Easement is subject to the guidance set forth SHEET INDEX WATER EASEMENT by DEQ in the Virginia Sotrmwater Management Program. The areas will remain undisturbed in a ntatural, vegetated state, except for activities as approved by C1 COVER ACCESS EASEMENT the local program authority, such as forest management, control of invasive — STORM DRAINAGE EASEMENT species, replanting and revegetating passive recreation (e.g. trails) and limited brush hogging to maintain desired vegetative community (but no more than four C2 EXISTING CONDITIONS & DEMOLITION PLAN ----��-� TREE LINE times a year). C3 SITE, UTILITY & GRADING PLAN FENCE C4 EROSION & SEDIMENT CONTROL NARRATIVE — STREAM C5 EROSION & SEDIEMNT CONTROL PLAN PH-1 — —312- - 2 INTERVAL CONTOUR C6 EROSION & SEDIMENT CONTROL PLAN PH-2 — —300-— 00 INDEX CONTOUR C7 EROSION & SEDIMENT CONTROL DETAILS CG-2 CG-2 STANDARD 6" cuR6 C8 EROSION & SEDIMENT CONTROL DETAILS CG-6 CG-6 COMBINATION 6" CURB & GUTTER C9 OPEN SPACE MAP a CONCRETE PAVEMENT / Qa SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM T 0��� H of Gr 1PG'r i O v JUS M. IMP Y o. 45183 � 10NAL VSMP PLAN ELDON FARM LODGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.08 REVISION: 1.6/19/2020 10 10 PARKING COUNT . ■ . . ■ . CROSSWALK HANDICAP ACCESSIBLE AISLE /F-N CG-12 HANDICAP PARKING y" NOTE: SIZES OF THE SYMBOLS MAY VARY AS SHOWN ON SHEETS. FILE NO. 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HIGH ST. � lly\ IV � GI / {� /!41/ Y 3/ /4 �.I 2I l2l7l .5140 , CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM oPB\44151C 618 r+ + + + 460.23 � 84 t\ pA�OORI 46 AY NEW 2 ` GRASSED IA pp D D IVEWAY X941 THOp/ 2 STORY GFRAME ARAGE 466 MIMP o.45183 TOR ULBAG RA ARAGE FR 5�ZONALu I�GPOOL CD o 3-FTLEVEL PREADER 2 / -45� A /// VSMP PLAN _ -456_ ELDON FARM E�LINE LODGE ALBEMARLE COUNTY, VIRGINIA -456 SUBMISSION: 2020.05.08 45-REVISION: ROPERTYFILE NO. 20.021 SITE,UTILITY GRADINGPLAN m BENCMARK: X ON CONCRETE 42&M PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION GENERAL NOTES MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION MINIMUM STANDARDS (MS): All applicable Virginia Erosion and Sediment Control Regulations and Minimum THE PURPOSE OF THIS PROJECT IS TO BUILD A RESIDENTIAL HOUSE AND 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED Standards shall be adhered to during all phases of construction. These OUTBUILDING. EXISTING UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE ARE SEQUENCE OF CONSTRUCTION. REQUIRED PERMITS MUST BE IN -HAND BEFORE include, but are not limited to the following: BASED ON INFORMATION AND DATA FURNISHED TO THE OWNER AND WORK BEGINS: THE TOTAL AREA OF DISTURBANCE IS 3.07 ACRES. ENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS. 1. STABLIZATION OF DENUDED AREAS: THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE PHASE 1 Permanent or temporary soil stabilization shall be applied to bare areas THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES: ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE within seven days after final grade is reached on any portion of the site. CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING THE 1. INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO Temporary soil stabilization shall be applied within seven days to denuded 1. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE EROSION AND ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR LEAVING THE SITE. areas that may not be at final grade, but will remain dormant or SEDIMENT PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION AND COORDINATION OF THE WORK WITH OWNERS OF SUCH UNDERGROUND 2. INSTALL EROSION CONTROL MEASURES AS SHOWN ON SHEET C5. undisturbed for longer than 7 days. Permanent stabilization shall be SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION applied at areas that are to be left dormant for more than 1 year. 2. INSTALLATION OF TEMPORARY AND PERMANENT EROSION AND SEDIMENT THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE PHASE 2 CONTROL MEASURES AS SHOWN ON THE PLAN AND DETAILS. WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL 2. STABILIZATION OF SOIL STOCKPILES: 3. GRADING AND PLACEMENT OF FILL SHALL BE IN GENERAL ACCORDANCE COST TO THE OWNER. THE CONTRACTOR SHALL CONTACT "MISS UTILITIES" 1. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND During construction of the project, soil stockpiles shall be stabilized or WITH THE PLAN. OF VIRGINIA AT 1-800-552-7001 PRIOR TO THE START OF WORK. APPROVAL OF ALL E&S CONTROL MEASURES. protected with sediment trapping measures. The applicant is responsible for 4. ESTABLISHMENT OF PERMANENT STABILIZATION OF ALL DISTURBED AREAS.. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., THE temporary protection and permanent stabilization of all soil stockpiles on 5. CONSTRUCTION OF ROAD, PARKING LOT, AND BUILDING PAD AS SHOWN ON CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PHASE 3 site as well as soil intentionally transported from the project site. THE SITE PLAN. PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED 6. CONSTRUCTION OF PERMANENT DITCH AND CULVERT. STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 1. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, 3. PERMANENT VEGETATIVE COVER 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING AND GRADING A permanent vegetative cover shall be established on denuded areas not SITE STRUCTURES FROM DAMAGE AND COORDINATING WORK SO THAT THE 2. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED otherwise permanently stabilized. Permanent vegetation shall not be EXISTING SITE CONDITIONS OWNER CAN MAKE NECESSARY ARRANGEMENTS TO MODIFY/PROTECT AND AREA HAS ACHIEVED TEMPORARY STABILIZATION. considered established until a ground cover is achieve that, in the opinion EXISTING STRUCTURES FROM DAMAGES. 3. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING of the city Inspector, is uniform and mature enough to survive to inhibit THE SITE IS CURRENTLY A RESIDENCE WITH FARMLAND ACTIVITIES. EXISTING 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND PERMANENT SEEDING AS SHOW ON SHEET C5.. erosion. CREEK RUNS THROUGH PROPERTY. OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND 5. AS STORM STRUCTURES ARE CONSTRUCTED, INSTALL INLET PROTECTION AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO COMPLETING ANY OUTLET PROTECTION. 4. TIMING &STABILIZATION SILT TRAPPING MEASURES: ADJACENT PROPERTIES OFF -SITE WORK. Sediment basins and traps, perimeter dikes, sediment barriers and other 5. IN CONTRACTOR SHALL NOTIFY AND COORD INATE ALL WORK INVOLVING PHASE 4 measures intended to trap sediment shall be constructed as a first step in THE PARCEL 66-43A IS ENCOMPASED BY PARCEL 66-43 WHICH IS EXISTING UTILITIES WITH UTILITY OWNERS, LEAST 72 HOURS PRIOR TO THE any land disturbing activity and shall be made functional before upslope BORDERED TO THE NORTH BY VACANT RESIDENTIAL LAND CONTAINING DENSE START OF CONSTRUCTION. 1. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION land disturbance takes place. FOREST AND FARMLAND; TO THE EAST BY VACANT RESIDENTIAL LAND 6. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN OF ALL SLOPES AND GRASSED AREAS. CONTAINING DENSE FOREST; TO THE SOUTH BY RESIDENTIAL LAND WITH EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND 2. ONCE SITE HAS REACHED STABILIZATION, REMOVE PERIMETER CONTROLS. 5. STABILIZATION OF EARTHEN STRUCTURES: HOMES AND ST. JOHN ROAD (RTE 640); TO THE WEST BY A CONSERVATION ENGINEER. 3. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM CULVERTS AND INLETS. shall b h measures sae Stabilizationapplied to earthen structures such as USE AND VACANT RESIDENTIAL LAND CONTAIING MOSTLY DENSE FOREST. 8. CONTRACTOR SHALL ADJUST ALL APPURTENANCES AS REQUIRED TO 4. INSTALL LEVEL SPREADERS ONLY ONCE ALL UPSTREAM GRADING IS dams, dikes and diversions immediately after installation. MATCH NEW GRADES. THE EXACT LOCATION OF APPURTENANCES SHALL BE COMPLETED AND FULL STABILIZATION HAS BEEN ACHIEVED. OFF -SITE AREAS COORDINATED WITH THE OWNER. 6. SEDIMENT TRAPS AND BASINS: 9. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER A sediment basin shall control surface runoff from disturbed areas that is THERE ARE NO OFFSITE ACTIVITIES. SUBMITTALS OF ALL SPECIFIED MATERIALS LISTED IN THE PLANS, TO comprised of flow from drainage areas greater than or equal to three acres. INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND CONSTRUCTION MAINTENANCE The sediment basin shall designed and constructed to accommodate the SOILS anticipated sediment loadinngg for the land disturbing activity. The outfall LABORATORY REPORTS. THE OWNER'S APPROVAL OF SUBMITTALS WILL BE device or system device shall take into account the total drainage area GENERAL AND WILL NOT RELIEVE THE THE CONTRACTOR FROM THE THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES SHALL BE FOLLOWED flowing through the disturbed area to be served by the basin. THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON NRCS SOIL MAPS RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR AT THE SITE. FOR ALBEMARLE COUNTY VIRGINIA: THAT MAY EXIST. 1. ALL E&S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH . 7CUT AND FILL SLOPES: 53B - DANRIPPLE LOAM, 2 TO 7 PERCENT SLOPES. HSG: B SIGNIFICANT RAIN EVENT. ALL DEFICIENCIES IDENTIFIED DURING THESE Cut and fill slopes shall be designed and constructed in a manner that p g 51D - BUGLEY CHANNERY SILT LOAM, 15 TO 25 PERCENT SLOPES, HSG: D INSPECTIONS SHALL BE CORRECTED AS SOON AS PRACTICABLE. will minimize erosion. Slopes that are found to be eroding excessively 2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING, within one year of permanent stabilization shall be provided with additional CRITICAL EROSION AREAS DETERIORATION OR SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED slope stabilizing measures until the problem is corrected. EROSION & SEDIMENT CONTROL NOTES: AFTER EACH STORM EVENT AND WHEN THE LEVEL OF SEDIMENT DEPOSITION THERE ARE NO CRITICAL EROSION AREAS ON SITE. REACHES HALF THE HEIGHT OF THE CONTROL. 8. CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES: 1. ALL VEGETATIVE AND STRUCTURAL EROSION & SEDIMENT CONTROL (E&S) 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE Concentrated runoff shall not flow down cut or fill slopes unless contained PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE CURRENT EDITION OF THE VIRGINIA within an adequate temporary or permanent channel, flume, or slope drain MINIMUM SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL SEDIMENT AND EROSION CONTROL MANUAL, OTHER APPLICABLE structure. EROSION & SEDIMENT CONTROLS HANDBOOK AND VIRGINIA REGULATION 9VAC25-840-40. COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT SPECIFICATIONS. 9. WATER SEEPS FROM A SLOPE FACE: UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE 4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD Whenever water seeps from a slope face, adequate drainage or other WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF LAND STAND OF GRASS IS MAINTAINED. protection shall be provided. SHIM STANDARDS AND SPECIFICATIONS AS SET FORTH IN THE VIRGINIA EROSION AND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO FINAL INSPECTION. THIS 5. ALL AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS SEDIMENT CONTROL HANDBOOK, LATEST EDITION. THE MINIMUM STANDARDS OF REQUIREMENT CAN BE WAIVED AT THE DISCRETION OF THE PLAN APPROVING OF THIS E&S CONTROL PLAN. 10. STORM SEWER INLET PROTECTION: THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS SHALL BE AUTHORITY. All storm sewer inlets that are made operable during construction shall ENGINEERING ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY VARIANCE. ENVIRONMENTAL CONTROLS be protected so that sediment -laden water cannot enter the conveyance 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO system without first being filtered or otherwise treated to remove sediment. LAND PLANNING - PROJECT MANAGEMENT TEMPORARY CONSTRUCTION ENTRANCE (CE) - 3.02 OR AS THE FIRST STEP IN CLEARING. 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL A STONE PAD WILL BE CONSTRUCTED AT THE ENTRANCE THE SITE TO MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES, STATE AND FEDERAL 11. STABILIZATION OF OUTLETS: PROVIDE A MEANS OF REMOVING SEDIMENT FROM THE TIRES OF 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF Before newly constructed stormwater conveyance channels are made 912E.HIGH ST. 434.227.5140 CONSTRUCTION VEHICLES LEAVING THE WORK SITE. THE CONTRACTOR SHALL MAINTAINED ONSITE AT ALL TIMES. THE STATE AND IN INTERSTATE WATERS. operational, adequate outlet protection and any required temporary or CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM REMOVE ANY MUD FROM THE EXISTING ROAD SURFACE BY MEANS OF permanent channel lining shall be installed in both the conveyance channel SWEEPING AND SHOVELING. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN 2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY THE and receiving channel. INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OF -SITE BORROW USE OF EMISSION CONTROL EQUIPMENT ON CONTRACTOR OPERATED SILT FENCE (SF) - 3.05 OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTRY EROSION EQUIPMENT, SHUT -DOWN OF MOTORIZED EQUIPMENT WHEN NOT IN USE, AND 12. WORK IN LIVE WATERCOURSES: SILT FENCING WILL BE INSTALLED AS A FIRST STEP IN CONSTRUCTION AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE PROJECT. When work in a live watercourse is performed, precautions shall be taken ACTIVITIES. LOCATION AND DETAILS ARE SHOWN ON THE PLANS. THE PLAN REVIEWING AUTHORTY. to minimize encroachment, control sediment transport and stabilize the work 3. ANY WASTE DISCOVERED DURING THE PROJECT SHALL NOT BE MOVED WITH area to the greatest extent possible during construction. Nonerodible TH INLET PROTECTION (IP) - 3.07 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL OUT PRIOR AUTHORIZATION OF THE OWNER AND BE DIRECT -LOADED INTO material shall be used for the construction of causeways and cofferdams. dible Earthen fill may be used for these structures if armored by nonerocover OF rA r INLET PROTECTION MEASURES AROUND THE NEW INLETS SHALL BE EROSION AND SEDIMENT CONTROL MEASURES NECESSARY TO PREVENT EROSION COVERED ROLL -OFF CONTAINERS FOR TEMPORARY STORAGE PRIOR TO � �GZ PROVIDED IN ACCORDANCE WITH STD. AND SPEC 3.07. SILT FENCE OR AND SEDIMENTATION AS DETERMINED BY THE PLAN REVIEWING AUTHORITY. DISPOSAL IN A PERMITTED LANDFILL. materials. TEMPORARY STONE APPLICATIONS SHALL BE APPLIED AS APPROPRIATE FOR 13. CROSSING A LIVE WATERCOURSE: O CURRENT GRADE CONDITIONS. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL LEVEL SPREADER MAINTENANCE CHECKLIST When alive watercourse must be crossed by construction vehicles more U JUS M. IMP MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVIES AND DURING SITE El SPREADER LIP SHOULD BE FLAT. than twice in any six month period, a temporary stream crossing o.45183 OUTLET PROTECTION (OP) -3.18 DEVELOPMENT UNTIL FINAL STABALIZATION IS ACHEIVED. ❑ CHECK FOR SEDIMENT BUILDUP AND STRUCTURAL DAMAGE. NOTE IF ANY constructed of nonerodible materials shall be provided. THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED SEDIMENT NEEDS TO BE REMOVED. BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FILTERING DEVICE. FILTERING El THE VEGETATIVE QUALITY OF THE ADJACENT GRASS BUFFER AND 14. APPLICABLE REGULATIONS: 0,{, FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE PERFORM SPOT -RESEEDING IF THE COVER DENSITY IS LESS THAN 90%. All applicable federal, state and local regulations pertaining to working in `s10NAL STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. ❑ GENERALLY INSPECT THE UPLAND CONTRIBUTING DRAINAGE AREA FOR ANY or crossing live watercourses shall be met. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALY CONTROLLABLE SOURCES OF SEDIMENT OR EROSION. AND AFTER EACH RUN-OFF PRODUCING STORM EVENT. ANY NECESSARY REPARIS ❑ LOOK FOR WEEDY GROWTH ON THE STONE SURFACE THAT MIGHT INDICATE 15. STABILIZATION OF BED AND BANKS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SEDIMENT DEPOSITION OR CLOGGING. The bed and banks of a watercourse shall be stabilized immediately after PERMANENT STABILIZATION SHALL BE MADE IMMEDIATELY. ❑ LONG-TERM MAINTENANCE INSPECTIONS SHOULD OCCUR AT LEAST ONCE work in the watercourse is completed. EVERY TWO YEARS. i 10.INSTALL AND MAINTAIN CONSTRUCTION ENTRANCES FOR ENTIRE PROJECT AT ALL TEMPORARY SEEDING (TS) - 3.31 LOCATIONS WHERE VEHICLES ENTER LEAVE THE WORK AREA AND WHERE SOIL IS 16. UNDERGROUND UTILITIES: TEMPORARY SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN Underground utilities shall be installed in accordance with the following VSMP PLAN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY NOT BE AT FINAL STOCKPILED. standards in addition to other criteria: GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 11. MAINTAIN ALL EROSION AND SEDIMENT CONTROL UNTIL THE COMPLETION OF FINAL ELDON FARM DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD. STABILIZATION. UNLESS OTHERWISE NOTED ON THE PLANS REMOVE ALL EROSION a.No more than 500 linear feet of trench may be opened at one time. AND SPEC. 3.31. & SEDIMENT CONTROLS FOLLOWING THE ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER AND COMPLETION OF FINAL STABILIZATION. LODGE b.Excavated material shall be placed on the uphill side of trenches PERMANENT SEEDING (PS) - 3.32 c. Effluent for dewatering operations shall be filtered or passed through ALL DITCHES AND ADJACENT AREAS WITHIN 15 FT OF THE EDGE OF THE EROSION & SEDIMENT CONTROL PERMITTING ALBEMARLE COUNTY, VIRGINIA DITCHES SHALL BE SEEDED IN CONFORMANCE WITH STD. AND SPEC. 3.32. approved sediment trapping device, or both, and discharged in a manner PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED ON THESE that does not adversely affect flowing streams or offsite property. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY AND STATE EROSION AND SEDIMENT CONTROL PERMITS AND d.Material used for backfilling trenches shall be properly compacted in order PORTION OF THE SITE. PERMANENT SEEDING STABILIZES DISTURBED AREAS MAINTAINING ALL EROSION AND SEDIMENT CONTROLS IN to minimize erosion and promote stabilization. SUBMISSION: AND ENHANCES THE BEAUTY OF THE SITE. ACCORDANCE WITH THE PERMIT REQUIREMENTS. MULCHING (MU) - 3.35 e. Restabilization shall be accomplished in accordance with these regulations. 2020.05.08 APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE f. Applicable safety regulations shall be complied with. REVISION: SOIL SURFACE TO PREVENT EROSION AND FOSTER THE GROWTH OF VEGETATION. ORGANIC MULCHES (STRAW) HAVE BEEN FOUND TO BE THE 17. CONSTRUCTION ACCESS ROUTES: 1. 6/19/2020 MOST EFFECTIVE. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto paved surfaces. Where sediment is transported on to a public road surface, the road shall be cleaned thoroughly at the end of STORM WATER MANGEMENT: STORMWATER WATER IS MANAGED ON SITE THROUGH THE UTILIZATION OF each day. Sediment shall removed by shoveling or sweeping and c transported to a sediment control disposal area. Street washing shall be SHEETFLOW WHERE POSSIBLE & BY PROVIDING (3) THREE LEVEL SPREADERS allowed only after sediment is removed in this manner. This provision shall WHICH WILL ALLOW CONCENTRATED FLOW TO LEAVE THE SITE IN SHEETFLOW apply to individual lots as well as to larger land disturbing activities. CONDITIONS. 18. TEMPORARY E&S CONTROL MEASURE REMOVAL: All temporary erosion and sediment control measures shall be removed FILE NO. within 30 days after final site stabilization or after temporary measures are no longer needed, unless otherwise authorized by the local program 20.02 authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sediment. E&S NARRATIVE 19. ADEQUACY OF RECEIVING CHANNELS: Properties and waterways downstream from the development site shall be protected from sediment deposition, erosion and damage, due to increases in volume, velocity and peak flow rates of stormwater runoff for the stated frequency storm of 24-hour duration. m/ M 4— — — — — — — — — gym, / � `-- � _ � \ \ \ \ \ \ \ _ \ \� � \ \ = — — — — — _ — � \ \ \ \ \ \ \ \=`3`� _ \_ •`�;;�\� I � //� � I / u mp SIF / / / / / / ♦ r\ f / / — — — — — ♦ \ — \ \ \ \ I SED TRAP 1 °A=08C +N OP PO / / / / / / / / _ • \ Xmyay az + o > 4 ■ „� — DID / / / m r — A• -- A .m II ot.+•,\ ,� \� tip\ o \ IIII 1 II II WR ■ sm Am n — o . nN +m GRAVEL Ift — — � m + / / / / / / •g- / i m' C / EXISTING CULVERT v�seae o+ \ TO BE USED FOR / _ / 1 • SILT TRAP + • # # # SF r.� / — — �� / v s + + I I Ili / l/ 0 l� l nA• / A / � � N N =�6� — N / I / / / / om � _ _ — — � • � _ / � �' ■� � � Ps TN1P 6�— _ g 43 \ / _ ST / / A AAw' I• rs ELDON, LL i -- / � v ✓ . 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VAYNEW 2 30 _ GRA �1 Am TH Ej A P Sr2 STORY : FRAME �x—x xx —x x❑ x__x ._x M. 1vCRAGE ❑ SF o.45183 456 /-16V 1FY BULMIN G ass FRAME GARAGE '6e BR� �JNGPOOL 2SF)13-FT-LLEVEL -45� VSMP PLAN --4s6- 5&ELDON FARM 5e— t'TY� LODGE 45o NX ALBEMARLE COUNTY, VIRGINIA 4�SUBMISSION:/ 2020.05.08 -445-// REVISION: ROPERTYFILE NO. — E&SPLAN Pm 20.021 --- ------=----420— --- ---------------- c— f-42�--- __--- —---------- /= 0 \30 0 I 90 an, ---------- --_—------------------- �i—� �j _ --- — ---- /� j 8MCHMARK: x ON coNCRE1E 4z736 s __9 /—x —x �X WEIR LEN6Tki=6—FT — � SED TRA 1 � S T EXISTING CULVERT TO BE USED FOR SILT TRAP 52.5 �— 53 — 54 --- — 55 56 —, 57- 58 ------ 59 — A::o+c�INV=458.18 00 GRAVEL TBR SEDIMENT TRAP 1 PLAN C7 1"=10' �3�FT a a aSpREAD ER \ k \ X0 SF u 0 +� D NEW PA ED DRIVEWAY m �� 4 LEVEL SPREADER #1 PLAN C7 1"=10' SE@ST 0) D TRAP g "I� \ WEl - x-� LEN�TN,6 S:F) ----- - - - ----------- ------------ X_ o .50 � E ts; , o + W f f f ' f G co f y f = f f F E t ♦ � i f t f t f t t t f f t f t f f f t f E t E f f f f f E f f f f f f f f f f f — ------ - 7.90 455 S� 0 � X 13—FT—LEVEL SPREADER #2 LEVEL SPREADER #2 PLAN r-2 SEDIMENT TRAP 2 PLAN C7 1"=10' 6 LEVEL SPREADER #3 PLAN C7 cRaveL rB�, Ulo Pc -� PO z 1 STORY DWELLING TBR m 0 k WEIR LENGTH— _ \� � —3 FT ST 56 57 58 59 I 60 — SED TRAP 3 f- 3 SEDIMENT TRAP 3 PLAN C7 1"=1o' `V' VLIV ILI\ — -- -.- IP-RAP OUTLET PROTECTION DITCH OUTFALL MAX 1% SLOPE OVER LAST 20' II 10.0- 1 I l 11-111-11 l l l l 11111111 l l l 111111 � 1! 5 I I I I I I I I I I I I I I I .III. I I I I I I I I I I.. . VDOT #3 STONE W/ FILTER FABRIC 6"X12" RIGID CONCRETE LIP 13-LF 1" WEEP HOLE AT BOT. OF LIP VDOT #3 STONE W/ FILTER FABRIC 10. MAX ! _2.0% —III—III1 i —III IIII—III— I III 2 =1 11=1 11=1 I I —III —I 11=1 11=1 11=1 I 1=1 I I 1=1 11=1 11=1 I I-1 �= REGRADE 10-FT AT MAX 2% SOIL AMENDMENTS TO BE PROVIDED AS NEEDED LEVEL SPREADER DETAIL (TYP 1"=10' SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 IM v JUS M. P a o. 45183 I�I20 �w�, `sSfONAL V' VSMP PLAN ELDON FARM LODGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.08 REVISION: 1.6/19/2020 FILE NO. E&S DETAILS 20.021 II C7 ON SHALLOW SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. BERM WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, rum 111- 77 11=1 1(- BRING THE MATERIAL OVER THE BERM AND ANCHOR IT-III=IIIBEHIND THE BERM.II-III=III-I1==1=11=1=1 1=1I1=1I1=1I1=1I1=1 1=1 1=1 I- ' ,rm.LI1-11=11=11=11=11=11-1 - "I-111,�IIII-III-1111�,1i' II LI1. ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. 4 "� BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION. TURN THE ENDIN UNDER 4" AND STAPLE AT 12" INTERVALS. 12" IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. EC-2 MATTING DETAIL C 8 Not To Scale TYPICAL T EA T T - I (SOIL STABILIZATION BLAT) INSTALLATION CRITERIA ANCHOR SLOT NOTES APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". 12" MAX. 4:1 OR FLATTER 44 6" MAX. STEEPER THAN 4:1 _ JUNCTION SLOT EDGE AND END JOINTS I I I I I I I I I I CHECK SLOT* TO BE SNUGLY ABUTTED I (JUTE MESH WILL HAVE I I I TERMINAL FOLD STAPLED LAP JOINT IN LIEU OF EDGE JOINT ) LAP JOINT 2" MIN. I I I I I I TAMP FIRMLY (JUTE MESH ONLY I I ANCHOR SLOT 5' MAX. 4:1 OR FLATTER 3' MAX. STEEPER THAN 4:1 I I 2„ T I I T 1 I I 6° TO 2" 12° I I I I I I I I I I I I I - I *CHECK SLOT I I I I I I 1 " TO 2" I I TAMP CHECK SLOT I I I I II I I I I FIRMLY � VAR. VAR. 6" TQ , 2" 6" TO 8" I N PLAN VIEW JiR" - STAPLING DIAGRAM STAPLE FORMED FROM NO.11 STEEL WIRE. *CHECK SLOTS AT MIN. S" STAPLE MIN. LENGTH FOR SANDY SOIL. 50' CcC INTERLVALS; SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE: 3.36-2 1992 EC-2 INSTALLATION DETAIL Not To Scale LEVEL SPREADER CROSS SECTION JVTLvR EaPCwR OR EQUIVALENT STAP vATZY®LE (MIN, 7 ) STAPIID IN PLL ACE DURIED Ir MIN. d' MIN. LEVEL LIP 2:1 MR SPREADER FLATTER Mul. s. LEVEL SPREADER WITH VEGETATED LIP VOMT /3, i35�7, t15, Y56 OR /57 CMA E ACrREOA IN OnVANIZEP WIRE ME;» P5KET RUIER CLOTH 'SECURE WIRE TO 9R JNb MATH WIRE 3L13?LE5 7' UIN.F S' UMB ISTUR9ER TW IL CROSS SECTION VPRIAHLE {UIN- 7•) -SECURE WIRE MESH TO TIMBER 6119 TREATED TIMBER B MIN. N9 REOhR TD - � _�tf uA". 6. LEVEL SPREADER WITH RIGID LIP . WIN. PHYSICAL REQUIREMENIS OF FILTER CLUKH NOTED IN STD. & SPEC. 119. R1PPAP 2:1 OR FLATTER Source: Va. DSWC and N.C. Erosion and Sediment Control Planning and Design Manual Plate 3.21-2 6 LEVEL SPREADER DETAIL C 8 Not To Scale 10% SETTLEMENT-, TYPICAL VEE-SHAPED DIVERSION rT'�TEMPORARY DIVERSION (DID) CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE 0 STAKES. 6'MAX. FLOW Milli! I� STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. III FLOW / FF =11 SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) i 3�SILT FENCE (SF) EXISTING GROUND C� Not To Scale 70' MIN, 0 FILTER CLOTH 6" MIN. I A SIDE ELEVATION 12' MIN, VD❑T #1 COURSE AGGREGATE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION 70' MIN. P❑SITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE SECTION A -A 10, M 1' Z ORIGINAL GROUND ELEV. EL=C Top Surface Area 1.0' DRY STORAGE p2 _ H 67 CU. YD./ACRE `V .� EL=6 WET STORAGE 67 CU. YD./ACRE D 1 �^ FILTER CLOTH GGROUNDL (EXCAVATED)11 EL=A Bottom Surface Area ELEV. *SEE PLATE 3.13-1 ** COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ 6 X DRAINAGE AREA (IN AC.) DIVERSION DIKE COARSE AGGREGATE EXCAVATED /FILTER CLOTH AREA **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTOVE VIEW) Sediment Trap Design Data No. A B C H (ft.) Z (ft.) Weir Length (ft.) DA (ACs.) Wet Vol. (Req) D1 (ft.) Wet Vol. Cy (Prov.) Bottom SA (sq. ft.) Dry Vol. (Req.) D2 (ft.) Dry Vol. Cy (Prov.) Top SA (sq. ft.) 1 452.5 454.5 456.0 2.5 1.0 5.3 0.88 59.0 2.0 59.6 672.0 59.0 1.5 64.7 1392.0 2 449.5 451.5 453.0 2.5 1.0 5.4 0.90 60.3 2.0 68.7 800.0 60.3 1.5 71.0 1500.0 3 456.0 458.0 460.0 3.0 1.0 1.7 0.28 18.8 2.0 19.9 200.0 18.8 1.3 38.5 704.0 EXISTING PAVEMENT 5:1 y MOUNTABLE BERM (❑PTI❑NAL) T 10' MIN, EXISTING PAVEMENT 10' MIN, STONE CONSTRUCTION ENTRANCE (CE) Not To Scale TEMPORARY SEDIMENT TRAP (ST Not To Scale STDNE 70' MIN_ COINSTIRUCTIiON ACCESS 3" SV-2A ASPHALT Top COURSE 2�, 2 2% STON E CONSTRUCTION ACCESS `6' MIN. 21A AGGREGATE BASE PROFILE. 70' M I NI . ,1� ASPHALT PAWED # AWASH RACK PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT ,REA WITH NO DEFINED 'HANNEL L a 0 % d SECTION A -A FILTER CLOTH KEY IN 6"-9'; RECOMMENDED FOR ENTIRE PERIMETER ado (MIN.) PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L a 0 % d SECTION A -A FILTER CLOTH KEY IN V-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 5 OUTLET PROTECTION OP C 8 Not To Scale EXISTING PAVEMENT111 EXISTING 2 2% PAVIIEMIENT� -� 2% 12' MIN-* r r *MUST EKTE'1- ill-L WIDTH �--POSITIVE DRAINAGE aF INGRE'S5 AND FGRES'S TO SEDIMENT OPFRATION TRAPPING DEVICE PLA 12 ' VI k'. 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E&S DETAILS 20.021 II C 8 Not To Scale C8 \ I I I I TMP GG-45 I I ELDON LLC I D.B. 8GO PG. 479 I G8.5G AC / I I ,�5I NIA O I 000 I n I / 0o I c� o o I 0 00 N d I oo I c� I cn I I U� I I — TMP GG-GO i I TMP GG-52 ELDON LLC I I LOU15A COUNTY I ELDON LLC D.B. 5151 PG. 355 1 I LINE ' I I D.B. 4415 PG. G 18 — 7.37 AC LS 59°01 '05" E / I 48.G8 AC — ' 7 1.70' 31 88' / / I/ / I 2.80 AC r I DEDICATED 5WM FORE5T � OPEN o SPACE / Lir — SITE NOTE: The SWM Forest and Open Space Easement is subject to the guidance set cUj I forth by DEQ in the Virginia Sotrmwater Management Program. The areas will rn ° I C6 TMP GG-43 remain undisturbed in a ntatural, vegetated state, except for activities as I N ELDON LLC approved by the local program authority, such as forest management, control 00 of invasive species, replanting and revegetating passive recreation (e.g. trails) c� z D.B. 4415 PG. G 18 248.72 AC and limited brush hogging to maintain desired vegetative community (but no more than four times a year). N UI I L ENGINEERING2. / I LAND PLANNING -PROJECT MANAGEMENT I 69° 17' 2 5_ W _ _ — I —5 5 02 �� 912 E. HIGH ST. 434.227.5140 J � 744.74 06.40 , - _ _ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM _ _ _ — — — — — I — — -� WI r — — I I THoF� I o TMP GG-42 BLAI R, ARTH U R H. OR BARBARA P. D.B. 1001 PG. 2G2 i I TMP GG-43A N I� I UJus M. fmp> lo.45183 ELDON LLC ' I� 2 I .00 AC I �o o D.B. 4415 PG. G 18 N Imo' I I SIONAL ti�G 2.84 AC C I \ VSMP PLAN - - _ ELDON FARM ———__ TMPGG-34 I LODGE S N — — _ EATON, JUDITH A * PETER J 5 DAVIES43o I ALBEMARLE COUNTY, VIRGINIA L _ _ j 0S 03� " o — — _ D.B. 4983 PG. 725 26� \ E 0-) 0 45.12 AC 70 \ N ' \ I SUBMISSION: 2020.05.08 \ \ TMP GG-3413 ` I REVISION: \ I 1.6/19/2020 / o I - EATON, JUDITH A * PETER J 5 DAVIE5 \ N 1, ° N I D.B. 4983 PG. 725 \ / 33 o I 24.40 AC \ 910 9 I FILE NO. 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