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HomeMy WebLinkAboutWPO200700029 Plan - VSMP Erosion Control Plan 2007-04-18I]" , Ivm 11 5� d FI$ 09 STONEHAU,"N- LIN [A 5A 6mdB & 9A ALBEIV...,[A.R.L..E C, UNTY V RGINIA SHEET No DRAWING No TITLE 1 OF 10 C-1 COVER SHEET 2 OF 10 C-2 GENERAL NOTES, ABBREVIATIONS AND NARRATIVE 3 OF 10 C-3 EROSION AND SEDIMENT CONTROL DETAILS 4 OF 10 C-4 EXISTING SOILS 5 OF 10 C-5 DRAINAGE AREAS 6 OF 10 C-6 EROSION AND SEDIMENT CONTROL SHEET LAYOUT 7 OF 10 C-7 EROSION AND SEDIMENT CONTROL PLAN 8 OF 10 C-8 EROSION AND SEDIMENT CONTROL PLAN 9 OF 10 C-9 EROSION AND SEDIMENT CONTROL PLAN 10 OF 10 C-10 EROSION AND SEDIMENT CONTROL PLAN rn 3 v U U 1 U 04 q- co LO 0 0 U U) w N m LO 0 04 c 0 c 0 U) v i.� N m 0 N rn 3 v i w Ln IZ Id- 1 ADDRESS COUNTY COMMENTS JJK 8-14-07 LO N a v 0 a m �r (0 LO O 04 N0. REVISION BY DATE NO. »►�0811Tj BY I DATE A_P11]DFx1L18,200q4 MINIVRE)Y&I moo' i �o \e •mac° �- 4(F' Carrsbrook VICINITY MAP SCALE: 1 "=2000' — Blocks 3, 4A, 5A, 6B, & 9A Belvedere Blvd Free State Rd Dunlora Pen Park SOURCE OF TITLE AND SUMMARY OF AREA: TMP 61-00-00-160 partial Area: 40.618 Acres Owner: Belvedere Station Land Trust DB. 1836 PG. 184 TMP 61-00-00-161 Area: 3.477 Acres Owner: Belvedere Station Land Trust DB. 1936 PG. 665 TMP 62-00-00-2A partial Area: 10.760 Acres Owner: Jacob C. and Charlotte G. Levenson DB. 438 PG. 512 TMP 62-00-00-3 Area: 2.980 Acres Owner: Stonehaus Inc. & Henry Nelson Sprouse DB. 2835 PG. 599 TMP 62-00-00-5 Area: 3.243 Acres Owner: Belvedere Station Land Trust DB. 1890 PG. 693 TMP 62-00-00-6A Area: 0.657 Acres Owner: Belvedere Station Land Trust DB. 1836 PG. 184 4PTH OF� j✓ , U HERBERT F. WHITE, III No. 12257 r� � sv ONAL 11� 4;P SITE DATA: DEVELOPER/APPLICANT: STONEHAUS DEVELOPMENT 2421 IVY ROAD CHARLOTTESVILLE, VA 22906 (434)974-7588 ATTN: CHRIS SCHOOLEY, CLA EMAIL: CSCHOOLEY@STONEHAUS.NET ENGINEER: WW ASSOCIATES, INC 1402 GREENBRIER PLACE CHARLOTTESVILLE, VA 22901 (434) 984-2700 ATTN: DAVID M. JENSEN, P.E. EMAIL: DJENSENOWWASSOCIATES.NET SOURCE OF BOUNDARY SURVEY: WW ASSOCIATES ALTA/ACSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC DATED FEBRUARY 6, 2006. SOURCE OF TOPOGRAPHY: AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING (DECEMBER, 2005) TO THE STANDARDS OF ACCURACY REQUIRED BY ALBEMARLE COUNTY. HORIZONTAL DATUM: VIRGINIA STATE GRID NORTH —SOUTH ZONE VERTICAL DATUM: NAVD 88 SOURCE OF WETLAND SURVEY: WILLIAMSBURG ENVIRONMENTAL GROUP, DATED FEBRUARY 3, 2006 COUNTY, STATE: ALBEMARLE, VA MAGISTERIAL DISTRICT: RIO TAX MAP PARCEL(S): SEE SOURCE OF TITLE AND SUMMARY OF AREA THIS SHEET ZONING: NMD EXISTING USE: VACANT PROPOSED USE: RESIDENTIAL COMP. PLAN LAND USE DESIGNATION: MAP B URBAN NEIGHBORHOOD 2 (NEIGHBORHOOD AND URBAN DENSITY) WATER RESOURCE AREA: DEVELOPMENT AREA — NEIGHBORHOOD WATER SUPPLY PROTECTION AREA: N/A NOTES: 1. BELVEDERE PHASE 1 PLANS ENTITLED "ROUGH GRADING PLAN, EROSION & SEDIMENT CONTROL PLAN, AND STORMWATER MANAGEMENT" (DATED JUNE 22, 2006 / WPO 2006-00048), "ROAD AND STORM DRAIN IMPROVEMENTS" (DATED JUNE 14, 2006 / WPO 2006-00048), AND "WATER MAIN AND SANITARY SEWER IMPROVEMENTS" (DATED SEPTEMBER 1, 2006 / OFF —SITE CONNECTIONS) HAVE BEEN SUBMITTED. THE IMPROVEMENTS AND GRADING ASSOCIATED WITH THE AFOREMENTIONED PLANS HAVE BEEN SHOWN AS EXISTING WITH THIS PLAN FOR COORDINATION PURPOSES AS WELL AS REPRESENTING THE CONDITIONS AT THE TIME CONSTRUCTION FOR THIS PLAN COMMENCES. THE AFOREMENTIONED PLANS WILL BE CONSTRUCTED CONCURRENTLY. 2. SEE PLANS ENTITLED "BELVEDERE PHASE 1 — BLOCKS 3, 4A, 5A, 68 & 9A WATER AND SEWER IMPROVEMENTS" (DATED DECEMBER 29, 2006) FOR WATER AND SANITARY SEWER IMPROVEMENTS (ON —SITE) TO BE CONSTRUCTED CONCURRENTLY WITH THIS PLAN. 3. SEE PLANS ENTITLED "BELVEDERE PHASE 1 — BLOCKS 3, 4A, 5A, 6B & 9A ROAD AND STORM DRAIN IMPROVEMENTS" (DATED APRIL 18, 2007 / WPO 2006-00029) FOR ROAD AND STORM DRAIN IMPROVEMENTS (ON —SITE) TO BE BUILT CONCURRENTLY WITH THIS PLAN. 4. INGRESS/EGRESS TO THE SWIM CLUB, LEVENSON, BROWN, WELLS, AND LOHR PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. DESIGNED BY.- opW4-� CR ENGINEERS DRAWN BY: SURVEYORS TAB/To v DAVID M. JENSEN PLANNERS REVIEWED BY: No. 1114844 ASSOCIATES DMJ O� / S®' , ail Q ��V PO Box 4119 1402 Greenbrier Place Lynchburg, VA24502 ChatlottesAlle,VA22901 WWA NUMBER: �s (y Phone: 434.316.6080 Phone: 434.984.2700 j(((0NAL� www.wwassociates.net 205164.21 PROJECT: REVISION NUMBER: BELVEDERE PHASE 1 - BLOCKS 3, 4A, 5A, 6B, & 9A 1 EROSION AND SEDIMENT CONTROL PLAN TITLE: COVER SHEET FILE NAME: SCALE: 516421 C-C 1-CS. d w H: AS NOTED 9 V: N/A DATE. 4118107 DRAWING NUMBER: C-1 SHEET NUMBER: 1 of 10 EROSION & SEDIMENT CONTROL NARRATIVE I. PROJECT DESCRIPTION THIS PROJECT IS FOR THE CONSTRUCTION OF APPROXIMATELY 104 SINGLE FAMILY DETACHED RESIDENTIAL DWELLING UNITS TO INCLUDE ROADS, ALLEYS AND SUPPORT UTILITIES. THIS PROJECT WILL INVOLVE DISTURBING APPROXIMATELY 42 ACRES. II. EXISTING SITE CONDITIONS THE AREA ENCOMPASSED BY BELVEDERE PHASE I BLOCKS 3, 4A, 5A, 6B, AND 9A IS COMPLETELY WITHIN THE LIMITS OF CLEARING AND GRADING ASSOCIATED WITH WPO 2006-00048 "BELVEDERE ROUGH GRADING PLAN, EROSION & SEDIMENT CONTROL PLAN AND STORMWATER MANAGEMENT. SEE NOTE 1 ON COVER SHEET. III. ADJACENT PROPERTIES THE SITE IS BOUNDED TO THE NORTH BY NORFOLK SOUTHERN RAILROAD PROPERTY, TO THE WEST BY FAIRVIEW SWIM CLUB, TO THE SOUTH BY FREE STATE ROAD AND DUNLORA SECTIONS 413 & 4C, AND TO THE EAST BY FUTURE BELVEDERE PHASE II. IV. OFF -SITE AREAS SOIL MATERIALS IMPORTED OR EXPORTED FOR THIS PROJECT WILL BE FROM THE STOCKPILE ASSOCIATED WITH WPO 2006-00048 "ROUGH GRADING PLAN, EROSION & SEDIMENT CONTROL PLAN AND STORMWATER MANAGEMENT PLAN". V. SOILS ACCORDING TO USDA SCS SOIL MAPPING, THE PROJECT SITE LIES ON SOIL TYPES: CULLEN LOAM-19C, CULLEN CLAY-20C3, CULPEPER FINE SANDY LOAM-21 B, CULPEPER FINE SANDY LOAM-21 C, ALBEMARLE FINE SANDY LOAM 2C ALBEMARLE FINE SANDY LOAM-2C: OCCURS ON 7 TO 15 PERCENT SLOPES. HYDROLOGIC SOIL GROUP B. THE K-FACTOR RANGES FROM 0.20 TO 0.28. CULLEN LOAM-19C: OCCURS ON 7 TO 15 PERCENT SLOPES. HYDROLOGIC SOIL GROUP C. THE K-FACTOR RANGES FROM 0.24 TO 0.37. CULLEN CLAY-20C3: SEVERELY ERODED. OCCURS ON 7 TO 15 PERCENT SLOPES. HYDROLOGIC SOIL GROUP C. THE K-FACTOR IS 0.24. CULPEPER FINE SANDY LOAM-21 B: OCCURS ON 2 TO 7 PERCENT SLOPES. HYDROLOGIC SOIL GROUP C. THE K-FACTOR RANGES FROM 0.17 TO 0.37. CULPEPER FINE SANDY LOAM-21 C: OCCURS ON 7 TO 15 PERCENT SLOPES. HYDROLOGIC SOIL GROUP C. THE K-FACTOR RANGES FROM 0.17 TO 0.37. VI. CRITICAL AREAS CARE SHALL BE TAKEN TO STABILIZE ALL SLOPES AND PREVENT EROSION. CARE SHALL ALSO BE TAKEN TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO RIO ROAD. VII. STORMWATER MANAGEMENT CONSIDERATIONS SEE STORMWATER MANAGEMENT NARRATIVE AND CALCULATIONS (C-23) WITHIN PLAN ENTITLED "BELVEDERE - PHASE I ROUGH GRADING PLAN, EROSION AND SEDIMENT CONTROL PLAN, AND STORMWATER MANAGEMENT," WPO 2006-00048. VIII. OFF -SITE ACTIVITIES THERE WILL BE NO OFF -SITE ACTIVITIES OTHER THAN THOSE DESCRIBED IN SECTION IV. IX. EROSION AND SEDIMENT CONTROL MEASURES ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. SYMBOLS, DETAILS, AND DIMENSIONS USED ARE TAKEN FROM THE HANDBOOK, AS WELL AS THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE STANDARDS, VOLUME I, 2001. A. STRUCTURAL PRACTICES 1. TEMPORARY CONSTRUCTION ENTRANCE (CE), 3.02: TEMPORARY CONSTRUCTION ENTRANCES SHALL BE PAVED IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. USE EXISTING TEMPORARY CONSTRUCTION ENTRANCE CONSTRUCTED WITH WPO 2006-000048. 2. CONSTRUCTION ROAD STABILIZATION (CRS), 3.03. USE EXISTING STABILIZED CONSTRUCTION ROAD PROVIDED WITH WPO 2006-00048. 3. SILT FENCE (SF), 3.05: SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE ATTACHED SITE PLAN. 3 4. STORM DRAIN INLET PROTECTION (IP), SHALL BE PROVIDED AS SHOWN ON THE PLANS. z 5. TEMPORARY DIVERSION DIKE (DD), 3.09: TEMPORARY DIVERSION DIKES SHALL BE PROVIDED AS SHOWN I OR AS NEEDED TO DIVERT SEDIMENT -LADEN RUNOFF TOWARDS THE TEMPORARY SEDIMENT BASINS AND N TRAPS. TEMPORARY DIVERSION DIKES SHOWN ON PLAN ARE EXISTING AND SHOULD BE MAINTAINED WITH v I THIS PLAN. r 6. TEMPORARY SEDIMENT TRAP (ST), 3.13: REFER TO SHEETS C-7 THRU C-10A OF PLAN #WPO 2006-00048 FOR DETAILS AND CALCULATIONS. j7. TEMPORARY SEDIMENT BASIN (SB), 3.14: REFER TO SHEET C-22 OF PLAN #WPO 2006-00048 FOR DETAILS AND CALCULATIONS. o c 8. STORMWATER CONVEYANCE CHANNEL (SCC), 3.17: PROVIDE STORMWATER CONVEYANCE CHANNELS AND O DITCH LINING MATERIALS AS SHOWN ON PLANS. STORMWATER CONVEYANCE CHANNELS SHOWN AS U EXISTING ARE TO BE REMOVED PER NOTES ON PLAN SHEETS AND IN CONJUNCTION WITH THE SEQUENCE OF CONSTRUCTION, PART E., THIS SHEET. w 9. OUTLET PROTECTION (OP), 3.18: PROVIDE OUTLET PROTECTION AS SHOWN ON THIS PAL r N 10. RIPRAP (RR), 3.19: PROVIDE RIPRAP PER THIS PLAN 11. SOIL STABILIZATION BLANKETS AND MATTING (B/M), 3.36: PROVIDE SOIL STABILIZATION BLANKETS AND 0 MATTING AS SHOWN ON THE PLANS. IN AREAS WHERE SEEDING OR HYDROSEEDING OF SLOPES ARE N UNSUCCESSFUL, PROVIDE EC-2 BLANKETS AND OVERSEED. C 12. DUST CONTROL (DC), 3.39: PROVIDE DUST CONTROL IN AREAS SUBJECT TO SURFACE AND AIR a MOVEMENT OF DUST WHERE ON -SITE AND OFF -SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN. o L B. VEGETATIVE PRACTICES 1. TOPSOILING & STOCKPILING (TO), 3.30: TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION AND HAVE SILT FENCE INSTALLED ALONG THE LOWER PERIMETER. STOCKPILES SHALL BE LOCATED AS SHOWN ON THE PLANS. L` 2. TEMPORARY SEEDING (TS), 3.31: ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY N FOLLOWING GRADING. SEED SELECTION WILL BE DEPENDENT ON THE TIME OF YEAR IN ACCORDANCE WITH d (0 THE EROSION AND SEDIMENT CONTROL HANDBOOK. O N / rn 3 v w 2 CO 0 1 SEQUENCE OF CONSTRUCTION & STRUCTURAL PRCTICES REV. JJK 8-14-07 04 N a� v (D m Co to O N NO. REVISION BY DATE N0. 3. PERMANENT SEEDING (PS), 3.32: PERMANENT SEEDING SHALL BE PROVIDED ON SITE TO PROVIDE STABILIZATION FOR ALL DISTURBED AREAS. SEEDING RATES ARE IN POUNDS PER ACRE. FOR HIGH MAINTENANCE LAWN AREAS APPLY 200-250 POUNDS OF KENTUCKY 31 OR TURF -TYPE TALL FESCUE. FOR GENERAL SLOPES 3:1 OR LESS APPLY 128 POUNDS OF KENTUCKY 31 FESCUE, 2 POUNDS OF RED TOP GRASS, AND 20 POUNDS OF A SEASONAL NURSE CROP. FOR LOW MAINTENANCE SLOPES STEEPER THAN 3:1 APPLY 128 POUNDS OF KENTUCKY 31 FESCUE, 2 POUNDS OF RED TOP GRASS, AND 20 POUNDS OF SEASONAL NURSE CROP. FOR SOUTHERN SLOPE (BEYOND BLDG 15) APPLY 108 POUNDS OF KENTUCKY 31 FESCUE, 2 POUNDS OF RED TOP GRASS, 20 POUNDS OF SEASONAL NURSE CROP, AND 20 POUNDS OF CROWNVETCH. THE SEASONAL NURSE CROP USED IS BASED ON THE FOLLOWING SEEDING DATES: FROM FEBRUARY 16 THROUGH APRIL USE ANNUAL RYE; FROM MAY 1 THROUGH AUGUST 15 USE FOXTAIL MILLET; FROM AUGUST 16 THROUGH OCTOBER USE ANNUAL RYE; AND FROM NOVEMBER THROUGH FEBRUARY 15 USE WINTER RYE. ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER 10-20-10 AT A RATE OF 1000 POUND PER ACRE; LIME OF AGRICULTURAL GRADE LIMESTONE AT A RATE OF 2 TONS PER ACRE; AND STRAW MULCH AT A RATE OF 1-1/2 TONS PER ACRE. BEFORE SEEDING, 4 INCHES OF TOP SOIL SHALL BE SPREAD IN AREAS TO BE SEEDED. APPLY FERTILIZER AND LIME UNIFORMLY AND MIX WELL INTO TOP 4 INCHES OF SEED BED. PREPARE SOIL FOR PERMANENT SEEDING BY TILLAGE OF TOPSOIL IN PLACE TO LOOSEN THOROUGHLY AND BREAK UP ALL CLODS TO A DEPTH OF 6 INCHES. REMOVE ALL STUMPS AND ROOTS, COARSE VEGETATION, STONES LARGER THAN 1-1/2 INCHES AND ALL CONSTRUCTION DEBRIS. SOIL SHALL BE WORKED BY SUITABLE AGRICULTURAL EQUIPMENT TO A DEPTH OF NOT LESS THAN 4 INCHES. SURFACE SHALL BE UNIFORM, SMOOTH AND DRAINABLE. A FIRM AND COMPACT SEED BED IS REQUIRED. 4. MULCHING (MU), 3.35: ALL TEMPORARY AND PERMANENT SEEDING SHALL BE STRAW MULCHED. C. MINIMUM STANDARDS MS-1 STABILIZATION OF DENUDED AREAS: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2 STABILIZATION OF SOIL STOCKPILES: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3 PERMANENT VEGETATIVE COVER: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE E&S INSPECTOR, IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT EROSION. MS-4 TIMING AND STABILIZATION OF SILT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, STORM INLET PROTECTION, SILT FENCING, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5 STABILIZATION OF EARTHEN STRUCTURES: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION MS-6 SEDIMENT BASINS AND TRAPS: SEDIMENT TRAPS AND BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED. A. THE MINIMUM CAPACITY OF A SEDIMENT TRAP SHALL BE 134-CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF LESS THAN 3-ACRES. B. THE MINIMUM CAPACITY OF A SEDIMENT BASIN SHALL BE 134-CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF 3-ACRES OR GREATER. REVISION MS-7 CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8 CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9 WATER SEEPAGE FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10 STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11 STABILIZATION OF OUTLETS: BEFORE NEWLY CONSTRUCTED STORM WATER 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 RECEIVING CHANNEL. MS-12 WORK IN LIVE WATERCOURSES: N/A 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. MS-13 CROSSING A LIVE WATERCOURSE: N/A WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. MS-14 APPLICABLE REGULATIONS: N/A ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15 STABILIZATION OF BED AND BANKS: N/A THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16 UNDERGROUND UTILITIES: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS, IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500-LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DIVERSION DITCHES. C. 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 OFFSITE PROPERTY. D. TRENCH BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH AT ALL TIMES. MS-17 CONSTRUCTION ACCESS ROUTES: WHERE 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, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18 TEMPORARY E&S CONTROL MEASURE REMOVAL: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL E&S 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. MS-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 STORM WATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION. BY I DATE �1,TH 0P D 01 .t v DAVID M. JENSEN ,q No. 11484 sv p,��} `sIONAL E� D. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED, AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT THE END OF EACH DAY AND AFTER EVERY RAINFALL EVENT. 1. DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY SHALL BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED. 3. (SPEC 3.02) PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO EXISTING ASPHALT ROADWAYS. ANY SEDIMENT ON THE PAVEMENT SHALL BE REMOVED IMMEDIATELY. 4. SPEC 3.03 MAINTAIN EX. CRS. 5. SPEC 3.05 SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHES HALF WAY TO THE TOP OF THE BARRIER. 6. SPEC 3.08 SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 7. SPEC 3.09� THE MEASURE SHALL BE INSPECTED AFTER EVERY STORM AND REPAIRS MADE TO THE DIKE, FLOW CHANNEL, OUTLET OR SEDIMENT TRAPPING FACILITY, AS NECESSARY. ONCE EVERY TWO WEEKS, WHETHER A STORM EVENT HAS OCCURRED OR NOT, THE MEASURE SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. DAMAGES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 8. (SPEC 3.13 & 3.14) SEDIMENT SHALL BE REMOVED AND THE BASIN TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVAL FROM THE BASIN SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. FILTER STONE SHALL BE REGULARLY CHECKED" TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR REPLACED 9. (SPEC 3.17) THE STORMWATER CONVEYANCE CHANNELS SHALL BE CHECKED PERIODICALLY TO ENSURE THAT SCOUR IS NOT OCCURRING. SEDIMENT DEPOSITED IN THE CHANNELS SHALL BE REMOVED PRIOR TO THE REMOVAL OF THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, AND DURING CONSTRUCTION WHEN THE CAPACITY OF THE CHANNELS IS REDUCED. 10. SPEC 3.18 CHECK FOR SCOUR/DISLODGED STONE- REPAIR AS NECESSARY 11. SPEC 3.19� CHECK FOR SCOUR/DISLODGED STONE- REPAIR AS NECESSARY 12. SPEC 3.31 & 3.32) AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. 13. (SPEC 3.36) ALL EX. AND NEW SOIL STABILIZATION BLANKETS AND MATTING SHALL BE INSPECTED AFTER RAINSTORMS TO CHECK FOR EROSION AND UNDERMINING. IF WASHOUT OR BREAKAGE OCCURS, REINSTALL THE MATERIAL AFTER REPAIRING DAMAGE TO THE SLOPE OR DITCH. 14. SPEC 3.38 15. SPEC 3.39 PROVIDE DUST CONTROL IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON -SITE AND OFF -SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN. E. SEQUENCE OF CONSTRUCTION (SEE PLAN ENTITLED "BELVEDERE PH 1-BLOCKS 3, 4A, 5A, 613, AND 9A ROAD AND STORM DRAIN IMPROVEMENTS #WPO 2007-00029 SHEETS C-23 THRU C-25 FOR SPECIFIC BIORETENTION CONSTRUCTION SEQUENCING). 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION CONFERENCE. 2. VERIFY ALL EXISTING PERIMETER CONTROLS AND TEMPORARY PAVED CONSTRUCTION ENTRANCE FROM WPO 2006-00048 ARE IN PLACE AND IN GOOD WORKING ORDER. 3. MAINTAIN EXISTING CONTROLS CONSTRUCTED WITH WPO 2006-00048 THAT ARE WITHIN THE LIMITS OF CLEARING AND GRADING ASSOCIATED WITH THIS PROJECT. 4. CLEAR AND GRUB STORM DRAIN OUTFALL FROM D-76 TO TEMPORARY SEDIMENT BASIN #3 / SWM FACILITY #3 AND ANY OTHER AREAS AS NECESSARY TO INSTALL NEW IMPROVEMENTS. 5. PERFORM GRADING TO BRING ALL AREAS TO GRADES SHOWN. 6. INSTALL INLET AND OUTLET CONTROLS AS THE CLOSED CONDUIT STORM DRAIN SYSTEM IS INSTALLED. INSTALL WATER AND SANITARY SEWER UTILITIES AND APPURTENANCES. 7. AS STORM SYSTEM AND GRADING FOR BIORETENTION FILTER "5A" (WITHIN 1' VERTICALLY OF FINISHED GRADE) IS COMPLETED, REMOVE TEMPORARY EXISTING SEDIMENT BASIN 5A AND ADJUST TO FINAL GRADE. ALSO, WHEN CLOSED CONDUIT STORM DRAIN SYSTEM IS COMPLETED, REMOVE EXISTING STORMWATER CONVEYANCE CHANNELS 4 AND 5 AND BRING THESE AREAS TO THEIR FINAL GRADE. EXISTING OUTFALL STRUCTURES ARE TO BE REMOVED WITH THE COMPLETION OF THE CLOSED CONDUIT STORM DRAIN SYSTEM. THE OUTFALLS ARE TO BE REPLACED WITH THE STRUCTURES SHOWN IN THIS PLAN ENTITLED "BELVEDERE PH-1 BLOCKS 3, 4A, 5A, 6B AND 9A ROAD AND STORM DRAIN IMPROVEMENTS" #WPO 2007-00029. 8. CONSTRUCT ROAD BED, PAVEMENTS, SIDEWALKS AND RESIDENTIAL UNITS. 9. PROVIDE TEMPORARY SEEDING AND OTHER EROSION CONTROL DEVICES TO MINIMIZE TRANSPORT OF SEDIMENT. 10. BRING BIOFILTERS TO FINISHED CONDITION 11. PERFORM PERMANENT SEEDING, STRAW MULCHING, AND STABILIZE ALL DISTURBED AREAS. APPLY DOUBLE SHREDDED HARDWOOD MULCH WHERE DENOTED. 12. NO E&S FACILITIES ARE TO BE REMOVED WITHOUT PERMISSION FROM THE COUNTY INSPECTOR. 13. PERIMETER EROSION CONTROL DEVICES MUST REMAIN IN PLACE UNTIL INTERIOR CONTROL HAS BEEN SUCCESSFULLY IMPLEMENTED AND/OR THE APPLICABLE DRAINAGE AREA HAS REACHED FINAL GRADE AND BEEN FULLY STABILIZED. REMOVE TEMPORARY EROSION CONTROL MEASURES AND STABILIZE AFFECTED AREAS. 14. CLOSE OUT THE PROJECT. IX. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES 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. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-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 AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-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. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN-OFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. X. PROPERTY OWNER RESPONSIBLE FOR MAINTENANCE IMPLEMENTATION 1. PROPERTY OWNER: STONEHAUS DEVELOPMENT 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 (434) 974-7588 ATTN.: CHRIS SCHOOLEY, CLA NOTE THE CONTRACTOR SHALL CLEARLY MARK 'THE BUTLER, LOHR AND CALDWELL PROPERTIES (SEE SHEET 5 OF 10), INSTALL SAFETY FENCE AND HAND DIG THE EXCAVATIONS. NO TRESSPASSING ONTO THESE PROPERTIES SHALL BE PERMITTED. ABBREVIATIONS AFF ABOVE FINISHED FLOOR EX EXISTING RCP REINFORCED CONCRETE PIPE AHD AHEAD FF FINISHED FLOOR REQ'D REQUIRED ARV AIR RELEASE VALVE FL FLUORIDE RT RIGHT BC BACK OF CURB FOC FACE OF CURB R/W RIGHT OF WAY BF BLIND FLANGE GALV GALVANIZED SAN SANITARY SEWER BM BENCH MARK HC HANDICAP SD STORM DRAIN BOV BLOW OFF VALVE HDPE HIGH DENSITY POLYETHELENE SFD SINGLE FAMILY DETACHED C/C CENTER TO CENTER HK HOOK SHC SEWER HOUSE CONNECTION C&G CURB & GUTTER INV INVERT SQ SQUARE CIP CAST IRON PIPE IPS IRON PIN SET S.S. STAINLESS STEEL CENTER LINE IPF IRON PIN FOUND STA STATION C.L. CHAIN LINK JB JUNCTION BOX STD STANDARD CMP CORRUGATED METAL PIPE LCG LIMITS OF CLEARING STL STEEL CO CLEAN OUT AND GRADING SW SIDEWALK CONC CONCRETE LF LINEAR FEET TBA TO BE ABANDONED CID CONTROL POINT LT LEFT TBR TO BE REMOVED CY CUBIC YARDS MH MANHOLE TC TOP OF CURB DIA DIAMETER NIC NOT IN CONTRACT (TH) TOWNHOUSE DIP DUCTILE IRON PIPE NTS NOT TO SCALE TYP TYPICAL DWELLING UNIT O.C. ON CENTERDU UG UNDERGROUND EL ELEVATION PE POLYETHYLENE UON UNLESS OTHERWISE NOTED ELEC ELECTRIC PROP PROPOSED W WATER LINE EOP EDGE OF PAVEMENT PS PLANTED STONE FOUND WHC WATER HOUSE CONNECTION EQPT EQUIPMENT PVC POLYVINYL CHLORIDE WM WATER METER NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. WT WWF WATERTIGHT WOVEN WIRE FABRIC 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. YDS YARDS WAA� ENGINEERS WNSURVEYORS PLANNERS ASSOCIATES PO Box 4119 1402 Greenbrier Place Lynchburg, VA24502 Chulottmville,VA22901 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net DESIGNED BY: PROJECT: CR BELVEDERE PHASE 1 DRAWN BY: EROSION AND TO EROSION AND SEDIMENT CONTROL LEGEND 3.02 H TEMPORARY PAVED CONSTRUCTION ENTRANCE CE 3.05 SILT FENCE SF 3.08 n CULVERT INLET PROTECTION S F-0-91 TEMPORARY DIVERSION DIKE El RIGHT-OF-WAY DIVERSION 3.13 SEDIMENT TRAP ST 3.14 [SEDIMENT BASIN SB 3.17 CHORMWATER CONVEYANCEOUTLET 3.18 PROTECTION S 3.19 RIP -RAP S 3.36 SOIL STABILIZE. MATS OR BLANKETS O eM 3.38 TREE PROTECTION TP C� 3.39 DUST CONTROL DC oc El TEMPORARY SEEDING I TS EH] F. PERMANENT SEEDING PS Ps H MULCHING - BLOCKS 3, 4A, 5A, 68, & 9A SEDIMENT CONTROL PLAN REVIEWED BY: TITLE:GENERAL NOTES, ABBREVIATIONS AND NARRATIVE DMJ WWA NUMBER: FILE NAME: SCALE: DATE: H: NIA 205164.21 516421 C-C2-ND.dwg V: NIA 4118107 REVISION NUMBER: 1 DRAWING NUMBER: C-2 SHEET NUMBER: 2 of 10 _ _ __-- - __ - -- -� -_ - 77 - - - - _ ` _- ' �, ' —/� - — --- - ' -� F-��- _ _ _ —_ _ - _ -CSC_-" __ _ - - _. _ -__ - -- _00 - — -- _ —_ _ _ -- _ -• - _ - _ _ r _�_r s� - _ - _— _ _ - - - - - _ _ - - - _ _ —�� _ _- __ ------------------ -- _ _ _ _ _ -4�8 - - _ - - _ - _ _ _ — _ _. - __ -_-- --_- _. - - - _ _ - --- _--- "' , ,,\ �. _ _ _ __ _ _ _ / /_ _ s/ I _ _ r - i - , <nr _ _ _ _ _ , -% - ri I -� - i - _ - --_-- _ _ _ � , , -IQ " , , - � f - / _ - i _ + - - - i -- - - , , - N aw- t_ - - _ — - - -\ --- --- , _ - __ -- ---- -- - -- --- ---- , r _ • - "'� - _-- ------------------- -- - : _ _ tI ---- ---- - - - --- -- - - _ - - - - _ , i - _ - - � �� _- is __ �i�: - - � %' _ _ / __ a _ , -.�- - \ - - - - -- , -� ii -, _ -/ - / - / - i 'ter / _ '� \ `\ ` `� _ ` \ I L- - ,� - -�� - . - - - _ ,. .. - - .. - __ --- - - • I _ i _ \ : �. _-_ - ! r _ _ _ _ _ _ -" ..._ _. . 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'' - t /_ / - S _ \ _ _ 04 ®'` _ // __ J / J / - - 1.- J= o ,\ I g/ A / %� A - :1 Y / %� 00 ' o o % _ 62 - I - . J P _ TM __ \ cp .\. / o f v \ // R . & _ �` / - e S / b I P E __ 21B �) W % BROWN �: J. B �' ARA _ N AR \ FL / / ZONED R-4 _ G i'' , . : .. r / :{o- _ \ / _ i1.\--,(C)" / .� Y • `\\ / \ :3 \ * -- . *# . / % . . , ; i #0 \ C7 x , i 0 / \ ' , Sgti lrr ' ' \ ' t1/ \ ii / /1111-���`\,\`•.\ -- TMP 62F-00-00-FO \ / `\\ TMP 62-00-0 -6 \ \ \` tie ;� , BELVEDERE STATION - - \ - © li //J I fg ANDERSO D LOHR ), '%, / . , _- o, I LAND TRUST / r� ( ° / / _ ZONER-41. - - -16D `� 0 ,\ - ZONED R4 / 21B \�) o1­1. -! / __ TMP 62 00 00 s/ / , `1. - \ '/ , MATTHEW T. ADAMS co ,°S- t ,., \o \ ' \ - I > ,, , , ` ZONED R-4 i \ \\ , \ I \ \ S _ , ' IF THIS DRAWING IS A REDUCTION v) ,\ � \ --- ' ! , - -_ L UST USED 3 _ - - \ - , GRAPHIC SCALE / / v00 ----\y�..\ _ E M B TMP 62F-00-00-F1 - \ \ , 1$3 / \ SCALE: 1" 100' W _ — � BELVEDERE STATION LAND TRUST / % TMP 62F1-00-00-E1 / ,a° / / -- - ZONED R4 BELVEDERE STATION LAND TRUST ` � �_ °� F`T _ , / a ZONED R4 / I 2C B) \ \1 \ 100' 0 100' 11111111 * I L- \ �i A. v-- � /- DESIGNED BY: PROJECT: — REVISION NUMB o N o = cR BELVEDERE PHASE 1 —BLOCKS 3, 4A, 5A, 68, & 0-11 ) DJUSTED TREE LINE STORMWATER OUTFALL FREE STATE ROAD JJK 8-14-07 � F pf � ENGINEERS EROSION AND SEDIMENT CONTROL PLAN 1.1 A �im DRAWN BY: DRAWING NUMBER: ` SURVEYORS DSB TITLE: C-4 m ----- ----- ..- _ U DAVID M. JENSEN 'p PLANNERS REVIEWED BY: EXISTING SOILS � ,q No.11484 ,� ASSOCIATES DMJ SHEET NUMBER: +� w Po Box i4w Greenbrier Place SCALE: DATE: to -- ---- -_._ - - - - �I Lynchburg,vnzasoa cl>a,lotre6�ne,VA22901 WWA NUMBER: FILE NAME: 4 f 1 07 , 0 0�� I �� 1 =100 N Phone: 434,316.6080 Phone: 434.9sa.2700 H 4/ 1 8/0 7 __- __- -.- - S& ONAL E$ www-wwassoe;ate6.net 205164.21 516 421 C — C 4 — EX. d w g V: N/A / ---_ ------ - ---,.- - - BY DATE NO. REVISION BY DATE NO. REVISION Cm '�: _rj � I U) 0 I 0 N lo- co � LO _�_ 2 -11, C 0 Cj U) _� � d Lu � C14 . m- �10 - LO 0 014 I-- C �g Q- r_ 0 *6 :3: �5 -0 :3 (n -6 C U__ � N 4 �0 , LO 0 N ___ Cb �: -a ___ , uj (n 'It z a_ * (40 - LO a (N __1 22) Q) -0 q) _�! q) En It (O � Lo C) N _� E§ ­_ - �_. -_ ..... ��___ ::: - I - - - ­_ ­ , w"w— _sj-� __ - .,.---: 7_­ __ � ____ __ - __ __ .--- .__ -.- ­,� � - - � , � .- . .--- -- , �, e - __ - .... - . __ I - . �_ __ --,-=,-7- - - - ____­_�5��_7� 11 � _;- - - - - - - - - -_ ; I __ __ - - . 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IF THIS DRAWING IS A REDUCTION �.. . . .: I . - 1. � I I , �1­ ., _,� 1­�, . , I %, - I .. � I I- - - -, __ ; ' - CALDWELL, _', . I . .. - --�-_4 .: I . .. ., , � " - � . . " I . , I " - I +1 'I, i : I " 1, -: .Z� - , , _,, , .. _ . I N, ! .:P- _:�_­_.,_,�., r� MATTHEW T. ADAMS 1� I I '. ., :.,I,- _.�_,?r, I - 11. , - _�:., GRAPHIC SCALE MUST BE USED �_ . , - � '11�, . -_ - t ��, � ,_ , -', '. -/_ , , . ��` � � LINDA C ." , ,- . . I � � � � SWM DRAINAGE AREAS I .1 : -11 , . . . f ; -.,,_ : ___ . �-',!,;�"00. ,� . �, I , 1. ,IF. ­,j I 11�, I - , : . 1. _.. ..." 1 ii .. I .. F ­. - .. I 1, , �, - .4 __ N�b'v -00, �, ill 1; ""I �.", . �A, 1 �. V. Z-ON ED R, " 4 �.`, 1'... .. " I" -, � , . " I., I 1� /� b .. I ; � 1. . ; ,SCALE: 1 " = 1 00' , '. ,v%i�-, "_�, . . " 1�� % '. / - - - , ." ,rl/ , - - - - - - - - STORM DRAIN INLET � ,, _*i I_- __ � " , ,� . �_ / - - I -,, . �,_._ .. 1�, I I . ." . ll,, "� / I .- � 1, I ,..� �� * , � _.- �� k, " i I I. . 1. ,�, 1, , 1'�� : .- .. DRAINAGE AREAS � . 11, �* / "I , ". ,1 �. . , �, __ I., . i . �� ��, .11, ..-,, �', � ��c,_ 1.�. -_.­�.� . I 11� ',,� :: __ � . ..... 1- . 1, .. !�, .� .... - - ..", - , _1 I.. . ___. I --- 11 I ,� . ,,�,_.,�,�-,_. 011 � � 1..� - - .1 — — — � I .1� I I., ,�., .., _" 1, .� I., ". 11 LIMITS OF CLEARING . I , �­ ., __ " - -",. 11 , 1�1, I . - , - , - ". ... 11 ,-:I ..�.11. I!,-` e.. ,�. I , ". � ': e.-", ." �.� .1 1'�� 1, - . . AND GRADING 100, 0 100, . � I . ; ­ I .� 1. t' �. ,'. - . 1� lkkt . , .1 I k �,, I " .I- I 00, ­_. 4i ,�, _ , PI, 00 _ Z6 1. _... 'P�4�,�, 1 - __ ��, i I REVISED LIMITS OF CLEARING AND GRADING j JJK j 8-14-0 . � , � ., �Q, 2 .1 , , � . .. . . 1 I . .1 ", I I I , % , , , � I .= DESIGNED BY. Op �= CR ) ,Vjq , — ENGINEERS DRAWN BY. "-A SURVEYORS DSB DAVID M. JENSEN �` PLANNERS REVIEWED BY: No. 114P4 AsSOCIATES DMJ 161 PO Box 41 ' 9 1402 Greenbrier Place - Lynchbug, VA 24502 Charillumville, VA 22901 WWA NUMBER: G Phone: 434.316.6080 Phone: 434.984.2700 "'i - — 205164.21 kl�s��i www.vfwassociat,s.net PROJECT: REVISION NUMBER: BELVEDERE PHASE 1 - BLOCKS 3, 4A, 5A, 6B, & 9A 1 EROSION AND SEDIMENT CONTROL PLAN I TITLE: DRAINAGE AREAS —_ FILE NAME: SCALE: H: 1 "= 1 00' 516421C-05-DA.dwg V. NIA DATE: 4118107 DRAWING NUMBER: j C_% � SHEET NUMBER: 5 of 10 NO, � REVISION I BY I DA TE NO. REVISION BY I DATE 3 -v 0 ,1 W U I 0 N qt (o L0 O L_ C O U 1n W r— N 4 (o 0 N 0 a c > n N v c i� N I- 0 0 N Q1 U W N Q S n (D 1n 0 N L_ a) N a) m (o L0 0 N ►_ / --= __ = _ �� - _- -- - - / / 4ILi�i = �_ / _-_- _-- __.-__- - - _----_-.- --- _ - _ _ _ _ —_ _ _ _ _ —_ __ - _ _ _ _ _ _ _.- _ - - - -T '_ _ - _ _ _ _ _- - :�-� _- _� - - - - - - - _- -_ __ - - - _ _ _- - / - _ - __ - J�%F _ - _ _ - _ - _ _ _ / - - / _ _—__-__- _ _ _ - _ __ _ _-_ - _ _ ._ _ _. _ ---- -�__ _ _ _ 3T - = - - o _ _ - - - / — -- -- - - _ - _. - r - - - - - _ -' - - - - - _ / ___ _ _ -- = - - - - = - - - - - - - - _ - - '-- _> - _ - _ _ ,- . .- - R4I - - - - - -- ' / _ - _ i - ` �, \ ` �� _ - = � , - - ---___-- _ ♦ _ = _ -_ -- _ i - -=- �-yam_, \ '. �. " - r ; - - _ - _ • - (,! .5 '� ii =. J�%i' _ _ % - - �_ ,•T00' PAR 'K " _-` `-- _ _ '� _ --.... - _----------- -- __ _ _ /< _ _ _ 1 _ _ a - - _ - r- / _ i/-r _ _ __ i - - _ , 1 \ Iv,EJ, _ - _ _ _ T _ % I �! / / 1 —_�� �--c , Y 1 ( _ r^ \\�-- .�' __ - -- __ �\ «- _— `ice - '�\ \ � i - - - '--- - _ ----_ - - _ \< _ _ _ _ / M Y- - -_ --- --_ - / , ,,� a - - _ --- _-_ _ _ , __ - _ � - _ - _ - --- _ --_--- , _ _ _ _ • , _ _ .— _ - ——— — - - - -- -- -- 61 00 _ ITS A G - _ - _. - - G NBRIER RUTH EDG , . o ._ -_ - f - _ _ _ _ _ _ _ - GLEARIT� N �51N _ -_ , _ _ _ _ aE - _ _ - - -- _ - / -� SWIM CLUB I _ �FE' _ _- _- - -- - - - - _ - - - o , r �� `�� c - _ E - - / - / 1 ; _ _ _ - E �_ _ - -- - - - - - _ - - - - - _ _ - HE - - .__. - - - - _ - - - -- - �� <. \ .. ZONED R '� -._ - - - - - - - - _ _ _ _ _ \ \ _ - _ _ - �l lJ' , _ _ _ p�.�p _ _ _ _ \ _ \ \ \ - - _ /. % Y :. : CQ _ _ It i 1 _ � - l _ _.. - \ HE - - - _ - `y` \. -- \ . _, \ \ - - -- - \ - - -- - _ _ - - - - - i \ \ , _ - - - �� \ \ - - , - - - _ - - _ i - - - - OHE _ \ ` a.- / - -- --- -..... -- ---- _� - -_ a� -- - - -- - - - \ -- - E�q/- - `�.__ - \� �,,.'"'...." / \ - - - - - - - - -_ _ _ -> -ENE _ - - _ -. _. \ ► -mil — -- -- -- — -- — -- — - - - \- _ - - - -- - - - E _ - - - - - r � — _ _ ,\ _ - _ — - - ,/ - - .._ ------_ti_�= _otter__` - - f - - - _ , T kIF , - 1r ' .. .__. - .. .. __. r , -' _. - - \ I _ _ ._ - - _ _ .- -.- - - „ '"' - - - - - - - - - - - / \ T�4P 61 00 00 16�JB, �rl _ /r _ / — ,� _ ' _ — I `• - - __.. __ - , I r-- /� / — _ - - - -- - r. - - \ ` - — P \� \ GREENBRIER-RUTHLED - g _ FNINETN - - -- -- __ / -- -- ..._ SWIM CLUB INC. I _ _ - -- �_ - - -- r / • TMP 61-00 © -160 - - - _ - - - - -- - 1 - - - - _ '- -- - -... _ _ _ I - - - - Lor 70 _ p A C T �` � _t 1 1 I I 1 \\ ZONED R-4 I -_ _ / _ C I �* ,m 7 - - - \� - - _ _ - _ - - ; - , - - - / :\ s \ - -- l GREE JBRIER WLED / I I II I - __ �TM / / _ ,..- _ - _ _� - . SWd.M CLUB INC. r I• BLOCKb` ._� / /r = TM BLOCK-4B % - - � - - - - ,m - - ,- \ - - ZONED': R 4' � I I I -1 I � I _ - <. _ - ' L�M1� , T. L r W-- \ ` pF -- - --- / - N / - - / \ ) G i - _ - \ \\ — ` r - - qN - I I - - T \.\- - - - /1m � , :. r \ "\ '. -;`.. :... - ,/ • Q -" ... LOT 78 _ __._.. - _ - ._. '. y - I � ' IN --J - `\ \ G \ r 4 _ k F_ _ \ \; I f } A LING L - - - - - . - � i t•8c , _. , '., __ / LOT �- - -' / �� _ ..,� - " �� �� r _ _ „ _ - - \ \ _ \,- . _ , ` / � , LOi eo t - _ - / - - Ia.A.7,� I h \ \ \ o \� /' / `mil I \ TM - _ /i /, ! �` - - - \ ' ^` - - - _- - \ -_ w I _ _ "I,, •• • , �_ - -- _ .--,� . __ _ � ' . - tea, -- :•' ._ _ __ �I I - _ _, I _ / -\- - \ - - . �. _. -._ `�. - FIiTURE � LOT T8 _• _ --. , _ — — — \ �� �\ / �' :' _ / \ _ _ - -- - \ �`\ >- -, � '`� __- ,, ti 1 , _, , _ _ .... _ — — - it r � \ \ _ _ - ,. —, - / .6 -- 7 \ - _ ' r- r —_. i , i -- 4 / I - - , i , -- - - o _ - \ CI ! r / a r / i L\ _ �_ f a ! I I I 8 I 1 _ I> OF, EAR NG N G / , ,�. / - " s -- _ \ \ \ , I - - -- m I I l . 1 _. -- ; T 61 -1 9C \: - \ - r I I l I - -- -- -- - x\ �_ _ . -.-. - - — ,_ .. - _ _ _ JAMEJ, W. MAR - \ \ vu. - X `` -;„ _ - - _ _ - _ LLS� / , — — I - - -- -- - - �` a- r , J - i- � L_ 1 _ SEE DB 5 P - - �_ - - \— I - _ .. - 1- G_ 342 - _ . _ - - _ . - — ---' -- --. _ _ - - EL1R LIST Q.F.._SO CE DEEDS_. - �, t -- ✓ x\ .� _ I �., i 4 T -_ -- - - I� �/ ` L- i -- r - _. _ ,_ - ., _ . �._ - - --- - - - _. _. _.. -_ - - - i _ - - -- -- - - - - , _.. - - , o _ _. - - i \ - I - __. ._ _ \ - - .- - - , _ -- -- - r' / _ _ \ 1t _ , , '--- -- __ -- - is � i -\ - - - _. _ _. �, - - __ - -- R, i I __ -. _ \ - - BLOCK 4 \ - .- _` �B :. \ , -- -- - _ LOCK 3._. l l r �` \ __ _ - i / \ _ , / i I - - --- y \ _ _ \ _i -- -- -. / _ _.1 / / I I I I� .I i " /r - 1 �` f` $ I 1 J \ _ h -- -- - - -- - - ---- - / - -� r - \ \` I \ -- \ - �_ _ 1. :\ - - r - - _ . _. _ -._ \ ' 6 Ai _ rs _� - : - - \ -- I a J :; - \. 1, — I ILLIP SR - - - - - - - .` - - - 3 \ __ _ �i -� "i• % �� AIL � �I� \' - , - --- -' t . „ , - - T — I I II \\\ BAR A J. $R'CCN - _ , , / � --- - - - -- - - _ \ __ fi _ - - _ FHB : 2265 PG ,34x _ - ;, �,, - - - - - , _ - - I - - - - - , I I . _ \ - - - \ _ _ _ _ /i - , • - - / \ \ \ - \ \ _ \ - - \ Ii f I - ,.. _ \ / - _. . es — --- - - _ .. \ _. - /�• \ \ - - - _ __ >< o -- ,, _ _- - - \ , I - __ - -- -- ._ Ih _ - - i � ' / : - -- \. �I - - - - _ _ -.. f � _ i `< / - - : - y \ \ - — -- - - \\ - - w / - _ / / \ - \ -- - y _ _ \ I 1 1 I - _ _ _ _ _ i 1 _---- .. _. _ /, \ - ' o , t \ I > _ / it .,.4`` _ o _ _ s \ , - _ �, \ \ _ ._ .. _ � _ 9 , _ - _ - -- - \ \ \ 9LPlt Trv� o \ \ ,/ \ <g \\\ / TRAIL F \ - eL \ / 1 - - - - < - _ \. / \ �J \\ - i I `� \ - IMiTS� CL RtNG 'GR' \ \ \ QF Nf�- D NG -� \ - -- \� _ .._ , LO C < - �' �, _ e� /j \ , ..t -h l l ✓ \ \ J / �, \ , ,{� \ \ / < - _ / / < \ - - I `h - 'rf, / I 1 ��1 \ 7 — 1 - �-- i . : � - _ ` \ ICI � , / - '\ \ �\ I v _ N I _ .. _.. _ _. . r i : i I I; ; :- , - r - �r : , _ \\ _-.. --� N I - -- --- --� - - . _ _ 1 4 / / � \ - \ ,>,� E C ' f I� I r I 00 ' r \ r.. I \ V . iw _ — , /-/ o E o / \ \ s .� \.. `\ L N \ , / : S - : / �" - - _ _ \ _ _ \\ \ \ \ \ \ '" w - - - - - \ \ < - - _ --- - . __ - -- -- - - / { \ \ \ _ i _ , \ \ ; M - \ - - \ \ / I \\ i a f /' \ , - w,:- , - \ J _ - , / 1 \ \ .y• - \ i /L 1 / \ _- - \ / f sew - �'� ;� - rn - - -- - _ — -- 1 / _ - / c" z 1 / _ �a_ .. - \ / / FUTURE 36 - - - �`� ..1 - s m 1 - / / _ _- - _ - - _ ', / I i Rip. _ 4 v D Cn �r 1 - - - l r. - o I 1 -. _._ / . ���� - I_._ -- I i r _. - - x� / ' j _ - i \ xJp / ) ��, ';fit ` _ - \ ,\ .__. - / 9 _. - - _ I ti \ ! - \' r� �/ 0 ��L� T � - 2 - �'� 37 (1 \ _ 9 1 ,` Tom. 100 00 8 - _ �: -� \ n- _ \ \ 9A / s _ -� w/ - 1 i / \ LOT /' 3 / - 8 r' 0 �C -s ' j _ 6' _ �;F�A ROWN . JBA't�8 J B �� �` 7^ ` \. :/, / / , 1 -, F 'ZONED R 4 _ �� t fiMITS F CL R11VG ,ANf ;GRADfNG _ _ - �`: \ �- _ \ \' , -`' - : / M k __ �� / �'6F' LEARING AND GRADING .. ;L, "C :I / <°r3 / SWM FACILITY#4 - \\��Fy r -_ >�\ / <Or 3g2 / / l I p0°i ,I \\I T / \ 0.T 216 T ZjS LV.Y,VL311 \�\ FACILITY 3 <aT°� o = \ LOT 215A <O `a 102 \ ; - - _ -� �11 / \ LIMITS OF CLEARING �To�ti\ TMP 62F-00-00-FO ,�' -h / oh ", . a_, <O1 / AND GRADING \ s \ \ 2 �oo�' \ / BELVEDERE STATION S£1. 1 \ coos\�,\ TMP 62F-00-00-F1 LAND TRUST / / \\ �.._` <o \ s/tio ZONED R4 ' ' \ °' ' 1; / \ l2, IF THIS DRAWING IS A REDUCTION ���� BELVEDERE STATION LAND TRUST / / <oT \ o TMP 62-00-00-6 GRAPHIC SCALE MUST BE USED \ ��.„� \ ZONED R4 \ 'o, \ s� ,. ANDERSON D LOHR "i'' ` /! ; 'r �' 4p;' \ I \ N, __ ZONED R-4 ?7g SCALE: 1 " = 100' \ le / h �/ oT , ._._. \ 1 2, \ 100' 0 100' // s \ o� / <0TS 'P / s' / \ \\ 4Or 1 ADJUSTED LIMITS OF CLEARING AND GRADING JJK 8-14-0 = DESIGNED BY: PROJECT: REVISION NUMBER: 'I'� 0 = CR BELVEDERE PHASE 1 - BLOCKS 3, 4A, 5A, 6B, & 9A t A yr r —ENGINEERS EROSION AND SEDIMENT CONTROL PLAN 1 � DRAWN BY: SURVEYORS REG DRAWING NUMBER: U DAVID M. JENSEN PLANNERS TITLE: VO No. 11 84 REVIEWED BY: EROSION AND SEDIMENT CONTROL PLAN OVERVIEW C - 6 A �w ASSOCIATES DMJ is 0 �• PG Box4119 1402GreenbnerPlace SHEET NUMBER: ass r/ ��1 1.ynehb,ng,VA24502 Ch 1 ;ue,VA2M1 WWA NUMBER: FILE NAME: SCALE:- DATE: IDNAL E Phone: 434316,w.u, Phos: 434.984.2700 205164.21 516421 C-C6-OV.dw H: 1 =100' 4 18 07 6 of 1 D wwa•.wwassociates.net NO. REVISION BY DATE NO. REVISION BY DATE 9 V: N/A rn 3 v V) w I 00 U I U N tp O s` a-+ C O U V) d w N c0 LO O N C O C O U I V) v c U- N d- CO to O N 01 3 w V) Q 2 CL c0 O N a� v aD m 14- c0 O N 1 REVISED NOTE AND GRADING FOR EX S135A JJK 8-14-07 CrDPD N0. REVISION BY DATE NO. REVISION BY DATE DESIGNED BY: OP CR 1 IF THIS DRAWING IS A REDUCTION ENGINEERS GRAPHIC SCALE MUST BE USED SURVEYORS DRAWN BY: WA� � ,� - � I REG JENSEN SCALE: 1 - 50 PLANNERS 4 4 �� AsSOCIATES REvrEwEDMJ d �� PO Box 4119 1402 Greenbrier Place 1 ' Lynchburg, VA 24502 Ch ionemffie, VA 22901 W WA NUMBER: ��C3 50 0 50 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net 205164. 21 PROJECT: REVISION NUMBER: BELVEDERE PHASE 1 — BLOCKS 3, 4A, 5A, 6B, & 9A EROSION AND SEDIMENT CONTROL PLAN DRAWING NUMBER. - TITLE: EROSION AND SEDIMENT CONTROL PLAN C — 8 SHEET NUMBER: FILE NAME: SCALE: DATE: 516421 C—C8—ES.dw H: 1 "--50' 4118107 8 of 10 9 V: N/A rn 3 v vi W I rn U I U r N CO r LO / O 41 C O U V) d W r N c0 r LO O N C IL C O V) v c i.L r N CO r LO O N C" 3 v r W V) Q co O N N L. N 'O N N m co r O N 1-11 74L AT ------ W -N 0 'BE EA T m —87 .4owl 4, AVI L 7-. 7 7 c D - M71 X\ 8 W=O 06 -4- -L-L D 4 C= 0III r 77 Q. RARY OUTYALIJYU B4- B IED 1 ILL. t.1. LJ ORM IN T To A—, i. -L AND CON EC"'�Soo GRAPI'VG) KAJ bAtkff RM INLET owl Fl NAL J.-J- IVIECTED %6i i 'D UIf STORM iM ---------- ED .1:4-65 i -7 -4L JL.-,� --------- D D-64! & 'N DA=O. 10 I A=0.04 AC, C=0.85it . . .... .. IP IP IP —86 77 A=0.03 AU -901h, L �77 : 41, T." F D =0 D-17, DA 6 C C=O 85 IV- 7', H(pj7, -71 --Aa°DA--O.a2 .-AC- D-85 AC 0-.-70 70 D 3 D —0.