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HomeMy WebLinkAboutWPO200700104 Plan - E&S Erosion Control Plan 2008-04-09'LA=KRE-. RIDG.,F.. PHASE I 1) '111 ' ISM1111 019*41010'61AXI =0114NNIVIONION-ji 10-1 11 116'- 11 0A Al As ��\ k0 , - \0 I O'EmAll 11141 Ux(") L JULY 25� 2007 2 Smo-NO \ *40 1 0 11111 (6-01,12011165 US 111 Iff1001 110, 11 tvi XG 431 L � 0, 1111111 11110111 LL INDEX OF SHEETS JJK 09112107 SHEET No. DWG No. SHEET TITLE ADDRESSED COUNTY COMMENTS 1 OF 12 CS -1 COVER SHEET 3 2 OF 12 C-1 GENERAL NOTES, LEGEND & ABBRE✓IATIONS 3 OF 12 C-2 EXISTING CONDITIONS, BOUNDARY & CRITICAL SLOPES 4 OF 12 C-3 OVERALL PLAN & SHEET LAYOUT ` C)LRL E OF SURVEY: 5 OF 12 C-4 ROUGH GRADING AND EROSION) & SEDIMENT CONTROL PLAN 6 OF 12 C-5 ROUGH GRADING AND EROSION! & ;SEDIMENT CONTROL PLAN 7 OF 12 C-6 ROUGH GRADING AND EROSION & SEDIMENT CONTROL PLAN 8 OF 12 C-7 STORM DRAIN PROFILES 9 OF 12 C-8 EROSION & SEDIMENT CONTROL NARRATIVE 10 OF 12 C-9 EROSION & SEDIMENT CONTROL DETAILS 11 OF 12 C-10 DRAINAGE AREAS 12 OF 12 C-11 CALCULATIONS AND DETAILS 1 ADDRESSED COUNTY COMMENTS JJK 09112107 CHARLOTTESVILLE, VIRGINIA 22911 2 ADDRESSED COUNTY COMMENTS JJK 10/26/07 PANTOPS - LAKERIDGE, L.L.C. C/O SOUTHERN DEVELOPMENT 3 REVISED PIPE MATERIAL JJK 2/2%8 ATTN: CHARLES ARMSTRONG (434) 245-0894 F NGIN = ER: WW ASSOCIATES, INC. 1402 GREENBRIER PLACE CHARLOTTESVILLE, VA. 22901 ATTN: DAVID JENSEN, P.E. (434) 960-7549 ` C)LRL E OF SURVEY: B. AUBREY HUFFMAN AND ASSOCIATES, LTD. SOURCE OF TOPOGRAPHY: J. H. BELL, JR., P. C. COUNTY, STATE: ALBEMARLE COUNTY, VA. MAGISTERIAL DISTRIC-r: RIVANNA FAX MAP REFERENCE: TAX MAP 78 PARCEL 57 ZONING: RA, R1 (CLUSTER PROVISIONS) NO. REVISION BY DATE NO. REVISION BY DATE WPO 2007 OOM 1a4 RIVER FRANi�LIN clS NT SITE RAF N VICINITY MAP SCALE: 1 " = 2000' SITE DATA, APPLICANT / DEVELOPER SOUTHERN DEVELOPMENT 170 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VIRGINIA 22911 ATTN: CHARLES ARMSTRONG (434) 245-0894 OWNER: PANTOPS - LAKERIDGE, L.L.C. C/O SOUTHERN DEVELOPMENT 170 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VIRGINIA 22911 ATTN: CHARLES ARMSTRONG (434) 245-0894 F NGIN = ER: WW ASSOCIATES, INC. 1402 GREENBRIER PLACE CHARLOTTESVILLE, VA. 22901 ATTN: DAVID JENSEN, P.E. (434) 960-7549 ` C)LRL E OF SURVEY: B. AUBREY HUFFMAN AND ASSOCIATES, LTD. SOURCE OF TOPOGRAPHY: J. H. BELL, JR., P. C. COUNTY, STATE: ALBEMARLE COUNTY, VA. MAGISTERIAL DISTRIC-r: RIVANNA FAX MAP REFERENCE: TAX MAP 78 PARCEL 57 ZONING: RA, R1 (CLUSTER PROVISIONS) NOTES: 1. AN INSTRUMENT RECORDED IN DB 1680 PG 67 OF ALBEMARLE COUNTY HAS ESTABLISHED THE MECHANISM BY WHICH THE CONSTRUCTION OF FONTANA DRIVE IS PERMITTED ON THE ADJACENT PROPERTIES. 2. A WETLAND DELINEATION REPORT WAS PREPARED BY ENVIRONMENTAL CONTROL OPPORTUNITIES (DATED JUNE 26, 2007) 3. A PHASE I ENVIRONMENTAL SITE ASSESSMENT WAS PREPARED BY ENVIRONMENTAL CONTROL OPPORTUNITIES, LLC (DATED JANUARY 19, 2006) 4. DISTURBANCE OF WETLANDS AND STREAM IMPACTS ARE IN ACCORDANCE WITH DEQ GENERAL PERMIT WP' -3 (NO. WP3-03-90 i 8) 5. STORMWATER MANAGEMENT WILL BE PROVIDED WITH FINAL CONSTRUCTION DRAWINGS OF ( � DESIGNED 8Y: JJK t ENGINEERS DRAWN BY. SURVEY(ORS ,-� To, JFR V DAVID M. JENSEN PLANNERS REVIEWED BY: No., 11484 ��AsSOCIATESHW PO Box 4119 1402 Greenbrierr Place I1 WWA NUMBER: Lynchburg, VA 24502 Charlottesville, VA 2..901 Phone: 434.582.6175 Phone: 434.98,4.2700 191NAL , _ www.wwassociates.net 2060, � PROJECT: LAKE RIDGE ROUGH GRADING AND EROSION & SEDIMENT CONTROL PLANS T1 TL E: COVER SHEET FILE NAME: SCALE: DATE: 603009C—CS1.dwg �.: NISHOWN 07/25/07 REVISION NUMBER: 3 DRAINING NUMBER: CS -1 SHEEN NUMBER: 1of12 ABBREVIATIONS AC ACRES FF FINISHED FLOOR SD STORM DRAIN AFF ABOVE FINISHED FLOOR FH FIRE HYDRANT SFA SINGLE FAMILY ATTACHED AHD AHEAD FL FLUORIDE SFD SINGLE FAMILY DETACHED ARV AIR RELEASE VALVE FOC FACE OF CURB SHC SEWER HOUSE CONNECTION GENERAL NOTES: ALBEMARLE COUNTY 8C BACK OF CURB GF GROUND FLOOR SQ SQUARE FINAL PLANS NOTES BF BASEMENT FLOOR GALV GALVANIZED S. F. SQUARE FEET 1. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "X" ON FEMA FIRM GENERAL CONSTRUCTION NOTES BM BENCH MARK , HB HORIZONTAL BEND S.S. STAINLESS STEEL MAP 51003C 0287 D, DATED 2/4/05. BOV BILOW OFF VALVE HC HANDICAP STA STATION 2. THIS PROPERTY WiLL BE SERVED BY PUBLIC WATER AND SEWER THROUGH ALBEMARLE COUNTY SERVICE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO BRL BiUILDING RESTRICTION LINE HDPE HIGH DENSITY POLYETHYLENE STD STANDARD AUTHORITY. ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF C/C CENTER TO CENTER HK HOOK 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE TRANSPORTATION (VDOT). THiS PLAN AS DRAWN MAY NOT ACCURATELY REIFLECT THE REQUIREMENTS OF STL STEEL AND SIZE OF PIPE AND SERVICES TO HiS OWN SATISFACTION. THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. C&G CURB & GUTTER INV INVERT SW SIDEWALK 4. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURREiNT SPECIFICATIONS AND CIP CAST IRON PIPE iPS IRON PiN SET SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, STANDARDS; OF VDOT UNLESS OTHERWISE NOTED. TBA TO BE ABANDONED 3. CENTER LINE IPF IRON PIN FOUND TBR TO BE REMOVED EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER C.L. CHAIN LINK JB JUNCTION BOX TC TOP OF CURB PARTICLE DIAMETER SHALL BE ONE THE LIFT THICKNESS. SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED CONSTRUCTION. CMP CORRUGATED METAL PIPE LF LINEAR FEET COMMON FILL MATERIAL SHALL BE UNCLASSIFIED 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. CO CLEAN OUT LT LEFT (TH) TOWNHOUSE TO COMPACT TO THE SOiL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACK FiLL AND FILL 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORiZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, TS&V TAPPING SLEEVE &VALVE MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, ML, SW, SP, SM, SC WITH A MAXIMUM LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. CONC CONCRETE MH MANHOLE TYP TYPICAL ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 6. PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE CP CONTROL POINT NIC NOT IN CONTRACT UG UNDERGROUND 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER T0) STABILIZE A RAINAGE CLASSIFICATION GW, GP, SW, SP WiTH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, CHANNEL. CY CUBIC YARDS NTS NOT TO SCALE UGFO UNDERGROUND FIBER OPTIC N0. 200 SIEVE, 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC DIA DIAMETER Q.C. ON CENTER UON UNLESS OTHERWISE NOTED 5. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACK FILL MATERIAL UNDER CONTROL DEVICES. DIM DIIMENSiON PE POLYETHYLENE PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. DIP DUCTILE IRON PIPE PROP PROPOSED W R WATER VARIABLE 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WlTTH OSHA STANDARDS FOR THE MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN MAXIMUM 6» LIFTS. DU DRIVE UNDER PS PLANTED STONE FOUND WO WALKOUT 6. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 698 BENEATH PAVEMENTS AND WALKS, CONSTRUCTION INDUSTRY (29 CFR PART 1926). INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, DPLX DUPLEX PVC POLYVINYL CHLORIDE WAT WATER ESMT EASEMENT RCP REINFORCED CONCRETE PIPE WHC WATER HOUSE CONNECTION TO 90 PERCENT BY ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS EL ELEVATION REQ'D REQUIRED WM WATER METER SOIL.ELEC ELECTRIC RT RIGHT WT WATERTIGHT 7. ANY STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURIBING ACTIVITY, AND ONE WEEK EOP EDGE OF PAVEMENT R/W RIGHT OF WAY WWF WOVEN WIRE FABRIC ADJUSTING. �SAN SANITARY SEWER . PRIOR TO THE FINAL INSPECTION. EQPT EQ�UiPMENT YDS YARDS 8. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE 2 ALL EROSIONO THE AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED LAND MAINTAINED ACCORDING PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL EX EXISTING 9. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. HANDBOOK ';AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDNMENT CONTROL REGULATIONS. � , 10. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES LE., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, 3, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FiRST STEP NOTES: ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. IN CLEARING. 11. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHiCH SERVE 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. THiS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND AT ALL TIMES. SANITARY SEWER. THERE SHALL BE A MINIMUM 10 FOOT SEPARATION BETWEEN GAS LINES AND SANITARY 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS 2. ALL AIBBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. (INCLUDING,: BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), TTHE CONTRACTOR SHALL SEWER LINES. 12. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR PREVIEW AND APPROVAL BY THE 3. SEE EROSION AND SEDIMENT CONTROL PLAN FOR EROSION AND SEDIMENT CONTROL ABBREVIATIONS AND LEGEND.. PLAN APPROVING AUTHORITY. AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL (EROSION CONTROL MEASURES 13. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM NECESSARY" TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING C-76, ALL OTHER PIPES TO BE iN ACCORDANCE WITH VDOT iIM-LD-121.15, THE ALLOWABLE PIPE AUTHORiTY.' TABLE (PC-1) IS IN THE VDOT ROAD AND BRIDGE STANDARDS, UNLESS INDICATED OTHERWISE ON 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT �.LL TIMES PLANS. DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FiNAL STABILIZATION IS 14. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND ACHIEVED. OTHER APPLICABLE OSHA REQUIREMENTS. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 15. PLANTINGS WILL BE PROVIDED WiTH MINOR ADJUSTMENTS iN THE FiELD TO ELIMINATE CONFLICTS WITH 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH OTHER STRUCTURAL FEATURES. RUNOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE 16. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL MADE IMMEDIATELY. LEGEND 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGIG MADE BORROW AREA. TRANSPORTATION STANDARDS AND SPECIFICATIONS. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FiLL SHALL BE INERT EXISTING NEW DESCRIPTION EXISTING NEW DESCRIPTION 17. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FiELD CONC)iTIONS AND APPROVED 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMIPLETION PER ZONING - - -500--- 500 CONTOUR (INDEX AS ATE 0 WATER METER PLAN ORDINANCE I SECTION 5.1.28. INDICTED ON SITE PLAN) 18. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. ALBEMARLE. _ CON FOUR (INTERVAL AS FH FiRE HYDRANT 19. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUPPMENT SHA!_:_ 3E LIMITED TO UNDICTED ON SITE PiAN) CLEARING AND GRUBBING. THE HOURS, OF 7:OOAM TO 9:OOPM. � FIRE DEPARTMENT 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL 499.50 +gg50 SPOT ELEVATION F°° HDC CONNECTION 20. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND 21. THIS PLAN IS TO BE USED FOR ROUGH GRADING AND EROSION AND SEDIMENT II.IPLEMENTATION ONLY. AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SUIDES, SiNKING, OR COLLAPSE. ��` OVER L',1;=.:, FLOW DIRECTION 'wV • WATER VALVE 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVEF7 TO PERMANENT „� r, STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL_ MEASU S REQUIRED y .�. F,, EDGEROW � ® GAS VALVE BY THiS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORT,�N OF THE GV GV COORDINATION NOTES: PROPERTY. •�-� 'FREE LINE sAly • SAN SEWER MANHOLE 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS 70 BE AT 75 1. THE CONTRACTOR 15 REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR COPSTRUCTION OF THESE LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 Gin OF ANNUAL CENTEL? OF PERENNIAL STREAM 0 STORM SEWER MANHOLE PLANS. RYEGRASS AND CEREAL WiNTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUA_ RYE, OR MAY sT CENTER OF NON PERENNIAL 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, TFE CONTRACTOR IS TO THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF, NIAL STREAM NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORC, AND TO FOLLOW ANY ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR, Ce CURB DROP INLET GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN TFE RECORDED EASEMENT. 18. PERMANENT', STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. EDGE OF PAVEMENT DROP INLET 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP RECORDED/OBTAINED PRiOR TO THE START OF ANY CONSTRUCTION. 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 _ - PROPERTY LINE 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTTILITIES IN CONFLICT WITH NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% �O --Q SANITARY CLEAN OUT PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW - - - - BOUNDARY LINE F LIGHT POLE MULCH iS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. - - - - RIGHT-OF-WAY TELEPHONE POLE: WITH 19. OR CLOGGINGENANC: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE (3 GUY WIRE & ANCHOR DEMOLITION NOTES: OR TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. S EASEMENT>ILT TRAPS ARE TO BE _ - - _ - - - CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE O -Q- POWER POLE 1. REMOVE ALL STRUCTURES INDICATED ON THIS PLAN IN COMPLIANCE WiTH ALL TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS;. SILT FENCE AND DIVERSION - ' - PROPERTY LINE FOR DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED CONVEYANCE TO OTHERS LOCAL, STATE, AND FEDERAL REGULATIONS. ALL BUILDINGS INCLUDING __ ___ � ___. ___. '- �' " " " FOUNDATIONS SHALL BE DEMOLISHED TO 2 FEET BELOW STRUCTURES. IMMEDIATELY. BUILDING SETBACK TREE 2. ALL RUBBISH AND DEBRIS RESULTING FROM THE DEMOLITION OF THESE 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE FREMOVED WITHIN 30 DAYS OF - FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJIECT TO APPROVAL BY THE TAX MAP LINE STRUCTURES SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL COUNTY EROSION CONTROL INSPECTOR. BE REMOVED FROM THE SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 8" SAN SHRUB SAN FEES ASSOCIATED WITH THE REMOVAL. SANITARY SEWER 3. CONTRACTOR SHALL COMPLY WITH ALL OSHA STANDARDS REGARDING THE DRAINAGE NOTES: SD IMEM SD WETLANDS DEMOLITION OF THE STRUCTURES AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGES RESULTING �IMEM STORM SEWER FROM THE DEMOLITION ACTIVITIES, STORM DRAIN PIPES FROM 1 TO 2 SHALL BE SPECIAL DESIGN AS FILL/COVER EXCEEDS 30 FEET. THE EX 8" WATER 8" WATER OIPF IRON PIN FOUND WATER LINE 4. ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS SHALL BE REMOVED IN ACCORDAgCE WITH LOCAL, PiPE DESIGN TO BE BASED ON A MAXIMUM FILL OVER 1 TO 2 OF 35 FEET. THE PIPE DESIGN 1S TO BE BASED ON USE' OF VDOT STANDARD PB-1 BEDDING. THE PIPES ARE IN EMBANIKMENT LOADING CONDITION. OHE DIPS IRON PIN SET STATE AND FEDERAL REGULATIONS BY THE CONTRACTOR PRIOR TO DEMOLITION. THE CONTRACTOR SHALL PREPARE DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER LICENSED OHE OVERHEAD ELECTRIC LINE 5. REMOVE AND/OR RELOCATE ALL UTILITIES AS LABELED. TO PRACTICE IN THE COMMONWEALTH OF VIRGINIA AND SHALL BE SUBMITTED TCO THE OWNER FOR 6. SEAL EXISTING WELL WITH GROUT, FULL DEPTH, IN ACCORDANCE WITH MANUAL SUBMISSION TO VDOT FOR REVIEW AND APPROVAL, SUBMISSION WILL BE IN ACCORDANCE WITH SECTION 105 OHT OHT OVERHEAD TELEPHONE LINE HAND DUG TEST PIT v OF WATER WELL CONSTRUCTION PRACTICES AND AS REQUIRED BY THE VIRGINIA DEPARTMENT OF HEALTH. OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS LATEST EDITION. SUBMISSION SHALL BE MADE SUCH THAT R 7. CONTRACTOR SHALL COORDINATE REMOVAL OF OVERHEAD ELECTRIC LINES WITH POWER COMPANY. COUNTY AND VDOT SHALL HAVE 45 DAYS TO REVIEW THE DESIGN CALCULATIONS. UGFO UNDERGROUND FIBER OPTIC 8. CONTRACTOR SHALL COORDINATE REMOVAL OF TELEPHONE LiNES WITH PHONE COIvPANY. 9. CONTRACTOR SHALL REMOVE ALL SEPTIC TANKS, PUMPS, DISTRIBUTION BOXES GAS GAS GAS LINE BENCHMARK o AND LiNES NECESSARY FOR GRADING OPERATIONS. ALL ITEMS SHALL BE HAULED ABANDONED OR DEMOLISH UTILITY EW E3M n OFF SITE AND DISPOSED OF PROPERLY. THE EXCAVATED AREAS SHALL BE BACK FILLED WITH CLEAN COMPACTED EARTH MATERIAL. a-----a FENCE RIP-RAP f 10. CONTACT MISS UTILITY, 1-800-552-7001, FORTY EiGHT (48) HOURS PRIOR TO ANY GRADING OR �� FENCE WITH GATE CONSTRUCTION ACTIVITIES TO HAVE UNDERGROUND UTILITIES MARKED. i GUARDRAIL Q STOP STOP SIGN c o_ DRAINAGE DIVIDE STRUCTURE Im FUTURE STRUCTURE NEW STORM DRAINAGE STRUCTURE (2g --- STRUCTURE NUMBER DEMOLISH OR ABANDON STRUCTURE NEW SANITARY STRUCTURE�j - STRUCTURE NUMBER rn 0 co 0 co 0 N Qi v 1 ADDED ALBEMARLE COUNTY GENERAL NOTES JJK 09 12 07 DESIGNED BY: P oIEc LAKE RIDGE REvrslory NUMBER: � �L�HOF 2 REVISED GENERAL NOTE 13 JJK 112 3 08� IJJK ROUGH GRADING AND 3 = ENGINEIERsEROSION & SEDIMENT CONTROL PLANS -x Ht70 %jr �f DRAWN BY: o I i "6 �� ® SURVEYORS To, IFR DRAINING NUMBER: DAViD M. JENSEN y PLANNERS TITLE: o No:. 11484 AsSOCIATES REVIEWED GENERAL NOTES, LEGEND & ABBREVIATIONS C-1 Gf `% FW Po Box 4119 1402GreenbrimPlace SHEET NUMBER: tir Lynchburg, VA 24502 Cbarloumville,VAN 22901 WWA NUMBER. FILE NAME: SCALE: DATE: C I 0 N A 1, Phone: 434.582.6175 Phone: 434.9844.2700 H: N/A 07125107 2 o f 12 www.wwassmiates.net 206030.09 6030090--C 1. d wg V: N/A N0, REVISION BY DATE N0. REVISION BY DATE C111 C14 Q Q> n Q) rall CrIl 0) Q) Q) q) r -T) _0 0 re) 0 (0 0 k, t, 0 Ii _�7 X— N lull TM: 62-30 x\ SUNSET MOUNTAIN LAND TRUST ZONE: RA 'N USE: AGRICULTURE N I, lit N \1k Nil t x N� TM: 62-26 TM: 62-26B IIIIII I I / I 111 /1 / I / I W I CASON WILLIAM CALVIN CASON RALPH C If /­"�� � I - ?, �,, /I rt ,,,�,W, TM: 62-106 111 1 11 - - �-- x­� ZONE: RA Y REED, CLAUDE A JR. \\ N \�� \ \ M N. 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UC ON } ERASION AND SEDIMENT CONTROL LEND / I! \ / , / \ \ I / / I r I j \ \ \ \ \ \ \ \\� \ - \ \ ` // I�E�/ASE ENTj I TEMPORARY PAVED UB 68O PG,ia 7 H3.02 CONSTRUCTION CE (1* O ENTRANCE [TO]3 CONSTRUCTION ROAD STABILIZATION SILT FENCE SILT FENCE W WIRE SUPPORT 7}7� I \\j\ a 3.0❑5 \I \\ \\ IiTYPEI F.018CULVERT INLET CIP ' \'\ it I 1 1rT tiC 3 A PROTECTION 0 4! [ 8 TEMPORARY no \I / 1 I l \ } DD1 \ \ \\ I F-09DIVERSION DIK SUMMARY OF STREAM IMPACTS --- . _.._ ,-.... ............... .. .._,__....... _.._.. .,.. .,.... ... TEMPORARY..,,.,_ 3.11 RIGHT-OF-WAY RWD DIVERSION o STREAM CLASSIFICATION TOTAL I IMPACT _......._._ ._. _ ..,..._...... F.1 DIVERSION �U w __.. w.,.... _ . .._. IMPACTALLOWANCEI' F... ) LLOWANCE \ EXISTING `1 " CMP BE REPLACED _....:. .........._ ,, ..,, . _,....m.." .... _... .. '"... ,....._. _....,..,....t.L._ ..., .._ EX Q�IVEWAY0 TEMPORARY AND SET NEW GR6 AS SHOWN . SEDIMENT TRAP jREG'ON,S�RUG�TEQ'IN LJ� 3.To 14 1500 ,/- TCy NEW �LEYATIo,Ns TEMPORARY NON PERENNIAL 1109 I f / SEDIMENTBASIN Sg ..,.._..._.,_....,._ _ __...r.._.. _ _ _ _.__................ __.. ,_,......_..._„ ,_ ._..,.._..,-._ / / PERENNIAL 305 500 �/ , r/ // �, /, /t 18 OUTLET PROTECTION Qj� / F - / ,' /' �GN*CTOR TO MAfNTAiN / , / ,'\ / / / I l I f r \ \ l / %-' / r \ r IN ESQ U`R SS TO TMP 78E-118 \� / 3.21 LEVEL SPREADER LS / / / ,S BE/MA A AT ALL TIME`S TEMPORARY //// /// /S[;24 VEHICULAR STREAM CROSSING CONTRACTOR SHALL EXERCISE EXTREME ' ' ' / ' ' ' - _ i _� I► ' ,_`�\ �, ! 3.31 TEMPORARY SEEDING TS sEEICAUTION WHEN WORKING IN THE VICINITY / / /- , , ,- / r , / / , , / / , / , / r / / , , fEMRQRAf:Y 3.32 PERMANENT SEEDING PS --� - OF THE UNDERGROUND FIBER OPTIC CABLE . /' /' / / ,' /' / / ,', / ,' % /' , eoNsTRuC776N IF THIS DRAWING IS A REDUCTION F //' / EASEMENT GRAPHIC SCALE MUST BE USED ///' //' / //' ,/ ,/ /' I / [3.35] MULCHING (�,,�____ANY DAMAGE TO THE FIBER 0PTIC CABLE - , / / / / ' I ' / ' dsSCAl�E: 1" = 50' \../ � � r / / � � / / / // / // ,/ / // //r ,/ /,/' 8 1680 PG /fi-0)� � SF '/' DUST CONTROL �C'. SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. ' ' �' m NOFm LJUJN 50' 0 50 1 REVISED SB3, GRADING AND E&SC MEASURES JJK 09112/07 �H op I---- �0� ` � o t '� �” ' DAVID W. JENSEN Y No. 11484REVIEWED � O j� �J a S 'ONrAL ENGINEERS SUPVF-YOBS PLANNERS AsSOCIATES PO Box 4119 1402 Greenbrier Placee Lynchburg, VA 24502 Ched0uesville,VA=901 Phone: 434.582.6175 Phone: 434.98421700 www.wwassociates.net DESIGNED BY: JJK PROJECT: LAKE RIDGE ROUGH GRADING EROSION & SEDIMENT CONTROL PLANS REVISION NUMBER: 3 2 CALLED OUT RISER MATERIAL FOR S83 JJK 10126/07 DRAWN B)': To, JFR DRAWING NUMBER: TITLE. ROUGH GRADING AND EROSION & SEDIMENT CONTROL PLAN - BY: HFW s IIEET NUMBER.: 5 o f 2 WWA NUMBER: 206030.09 FILE NAME: 6030090-C4.dwg SCALE: H: 1 'j 50' DATE. 0 7/25/0 7 Ivo. REVISION er DATE N0. 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JENSEN No. 148 /11 '�, EJ Q' � IS'!Place "SN/ 011\i , L V, SURVEYORS PLANNE',RS ASSOCIATES Po Box 4119 1402 Greenbrier Lynchburg, VA 24502 ChMonesville,VA22901 Phone: 434.582.6175 Phone: 434.984..2700H: www.wwassociates.net To, JFR DRAWING!NUMBER: C-5 T1TLE: ROUGH GRADING AND EROSION & SEDIMENT CONTROL PLAN REVIEWED BY: HFW SHEET NUMBER.- 6 of 12 WWA NUMBER: 206Q30.09 FILE NAME: 6030090—05. d wg SCALE: 1" -50' V: NIA DATE: 07125107 REVISION BY DATE NO. REVISION BY DATE Cn 3 a tp V I U CI) O O O ra Cn 3 a r4 c 0 Q Cn 1` a ra (� -C Cn rx m O Ci 0 O N q) CT it Q) Y 0 O 0 ca O N / / / �, / // / / ///J l I ! 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" --­ I-- 1111 -_ = ­ ­­ _ -- -4>_ ­ - _ -f =_ _- -. ._ -co -�:� �- i ��-�� _..____.-111 � ---- ----r-r-­ __, ­�..----­-­ - ----- ­-- -- - . 1111 - 1111" e . r --'.I- -'r -­ r-. -_­ ' -. .. - �j ­ tr - �r---- ­­ - -' _- l �3-o- ­ ­ -,- ___- , ___.' . I -'- --- _C - to --­,­ r ' rIr1 -I r.-_11111111 -.__ - j-.�I­. -_1111 -­- -,._ _- _. _ _. ' ' - ­ ._ . 1 1 - I - r- ,-___,. ... .. . ._ ,I 0+00 OF , I V,yll N , � � I 4� rb ' '-' DAVID M. JENSEN "_ No. 11484 Q-1 , I a. � t I /0 � I 'Gv 1_��, q, 10+50 11+00 11+50 12+00 12+50 13+00 NOTES: 13+50 14+00 14+50 15+00 15+50 16+00 16+50 1. TEST PITS ARE TO BE HAND DUG SUFFICIENTLY IN ADVANCE OF CONSTRUCTION TO PERMIT REDESIGN OF THE CLOSED CONDUIT STORM DRAIN SYSTEM SHOULD A CONFLICT EXIST WITH THE EXISTING UNDER GROUND FIBER OPTIC. 2. SAFETY SLABS (SL -1) ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. A= � ENGINEER w- SURVEYORS PLANNERS DESIGNED BY: ,I,IK PROJECT: LAKE RIDGE ROUGH GRADING AND EROSION & SEDIMENT CONTROL PLANS - R EVI S / 0 N NUMBER: 3 - DRAWN BY: To, JFRED - - DRAWING NUMBER: C-7 TI TL E: STORM DRAIN PROFILES REVIEWED BY: ASSOCIATES PO Box 4119 1402 Greenbrier P134ce Lynchburg, VA 24502 CIttorlonesville, VA 22"I Phone: 434.582.6175 - Phone: 434.9841700 ..- wwwm�rw,�iatesmct HFW SHEET NUMBER: 8 of 12 WWA NUMBER: 206030.og FILE NAME: 603009C-C7.dwg SCALE: H: 1 "=50; V 1" DATE: 07125107 1 EROSION & SEDIMENT CONTROL NARRATIVE I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS FOR THE ROUGH GRADING AND EROSION AND SEDIMENT CONTROL FOR LAKERIDGE. THIS PROJECT WILL INVOLVE DISTURBING APPROXIMATELY 22.95 ACRES. 11. EXISTING SITE CONDITIONS THE PROPOSED SITE IS LOCATED AT THE END OF FONTANNA DRiVE. THE ENTRANCE TO THE SITE IS APPROXIMATELY 1.4 MILES FROM THE INTERSECTIONS OF ROUTE 250 AND ROUTE 20. THE SITE iS ZONED RA, R1 AND IS PRIMARILY WOODED WITH SOME EXISTING STRUCTURES AND A FEW OPEN AREAS. A CREEK RUNS THROUGH THE WESTERN END OF THE SITE AND EVENTUALLY DRAINS INTO THE RIVANNA RIVER. III. ADJACENT PROPERTIES THE SITE IS BOUNDED TO THE WEST BY FONTANNA AND CASCADIA, TO THE NORTH BY FRANKLIN, TO THE SOUTH AND THE EAST BY ASHCROFT. IV. OFF-SITE AREAS DESIGNED BY: THERE WILL BE NO TRANSPORT OF SOIL MATERIAL TO OR FROM THIS SITE AT THIS TIME. V. SOILS ACCORDING TO USDA SCS SOIL MAPPING, THE PROJECT SITE LIES ON SOIL TYPES: MYERSVILLE VERY STONY SILT LOAM -59E, RABUN CLAY LOAM -71B, RABUN CLAY LOAM -71C, RABUN CLAY LOAM -71D, RABUN CLAY LOAM -71E, RAYBUN CLAY -7263, RABUN CLAY -72C3, RAYBUN CLAY -72D3, STARR SiLT LOAM -79B. MYERSVILLE VERY STONY SiLT LOAM -59E: OCCURS ON 25 TO 45 PERCENT SLOPES. HYDROLOGIC SOIL GROUP B. THE K -FACTOR IS 0.32. RABUN CLAY LOAM -71B: OCCURS ON 2 TO 7 PERCENT SLOPES. HYDROLOGIC SOIL GROUP B. THE K -FACTOR RANGES FROM 0.28 TO 0.32. RABUN CLAY LOAM -71C: OCCURS ON 7 TO 15 PERCENT SLOPES. HYDROLOGIC SOIL GROUP B. THE K -FACTOR RANGES FROM 0.28 TO 0.32. RABUN CLAY LOAM -71 D: OCCURS ON 15 TO 25 PERCENT SLOPES. HYDROLOGIC SOIL GROUP B. THE K -FACTOR RANGES FROM 0.28 TO 0.32. RABUN CLAY LOAM -71E: OCCURS ON 25 TO 45 PERCENT SLOPES, HYDROLOGIC SOIL GROUP B. THE K -FACTOR RANGES FROM 0.28 TO 0.32. RAYBUN CLAY -72B3: OCCURS ON 2 TO 7 PERCENT SLOPES, SEVERELY ERODED. HYDROLOGIC SOIL GROUP B. THE K -FACTOR RANGES FROM 0.28 TO 0.32. RAYBUN CLAY -72C3: OCCURS ON 7 TO 15 PERCENT SLOPES, SEVERELY ERODED. HYDROLOGIC SOIL GROUP B. THE K -FACTOR RANGES FROM 0.28 TO 0.32. RAYBUN CLAY -72D3: OCCURS ON 15 TO 25 PERCENT SLOPES, SEVERELY ERODED. HYDROLOGIC SOIL GROUP B. THE K -FACTOR RANGES FROM 0.28 TO 0.32. STARR SiLT LOAM -798: OCCURS ON 2 TO 7 PERCENT SLOPES. HYDROLOGIC SOIL GROUP C. THE K -FACTOR IS 0.28. VI. CRITICAL AREAS CARE SHALL BE TAKEN TO STABILIZE ALL SLOPES AND PREVENT EROSION. CARE SHALL ALSO IBE TAKEN TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO FONTANNA DRiVE. VII. STORMWATER MANAGEMENT CONSIDERATIONS STORMWATER MANAGEMENT PLAN IS TO BE SUBMITTED WITH FINAL ENGINEERING PLANS. VIiI. OFF-SITE ACTIVITIES OFF-SITE ACTIVITIES FOR THiS PROJECT ARE LIMITED TO FONTANNA DRIVE, TM 62-28D AND TM 62-28C. 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 1, 2001. A. STRUCTURAL PRACTICES 1. SAFETY FENCE (SAF), 3.01: SAFETY FENCE SHALL BE PROVIDED AS INDICATED ON DRAWINGS. 2. CONSTRUCTION ROAD STABILIZATION, (CRS): SHALL BE PROVIDED AS SHOWN ON DRAVVII NGS, 3. 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. 4. 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. 5. TEMPORARY DIVERSION DIKE (DD), 3.09: TEMPORARY DIVERSION DIKES SHALL BE PROVIDED AS SHOWN OR AS NEEDED TO DIVERT SEDIMENT -LADEN RUNOFF TOWARDS THE TEMPORARY SEDIMENT BASINS AND) TRAPS. 6. TEMPORARY RIGHT OF WAY DIVERSION (RWD), 3.11: 7. DIVERSIONS (DV), 3.12: PROVIDE DIVERSIONS AS SHOWN ON PLAN. 8. TEMPORARY SEDIMENT TRAP (ST), 3.13: 9. TEMPORARY SEDIMENT BASIN (SB), 3.14 10, OUTLET PROTECTION (OP), 3.18 11. RiP RAP (RR), 3.19 12. LEVEL SPREADER (LS), 3.21: INSTALL LEVEL SPREADERS AS SHOWN iN DRAWINGS. 13. TEMPORARY VEHICULAR STREAM CROSSING (SC) 3.24: PROVIDE TEMPORARY VEHICULAR STREAM CROSSING AS SHOWN ON PLANS. 14. SOIL STABILIZATION BLANKETS AND MATTING (B/M), 3.36: PROVIDE SOIL STABILIZATION BLANKETS AND MATTING AS SHOWN ON THE PLANS. IN AREAS WHERE SEEDING OR HYDROSEEDING OF SLOPES ARE UNSUCCESSFUL, PROVIDE EC -2 BLANKETS AND OVERSEED. 15. DUST CONTROL (DC), 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. B. VEGETATIVE PRACTICES 1. TOP SOILING & 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. 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 FOLLOWING GRADING. SEED SELECTION WILL BE DEPENDENT ON THE TIME OF YEAR IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL HANDBOOK. 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 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. REVISED SEQUENCE OF N0. REVISION JJK 1 09/12/07 BY I DATE 1 NO. REVISION 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 WiiLL 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 TRAIPS 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 BASINI SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL. CONTROL A DRAINAGE AREA OF 3 -ACRES OR GREATER. 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 CtUT 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 WIITHOUT 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 tCONSTRUCTVON OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NOINERODIBLE COVER MATERIALS. MS -13. CROSSING A LIVE WATERCOURSE: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY' CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONST-RUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. MS -14. APPLICABLE REGULATIONS: 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 63E 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 AN' DIVERSION DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHIALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DiSCHARGE:D 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 TRACKINP ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD, THE ROAD SINFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED BY SHOVELING OR SWEETING 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 SHALLS BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL E&S AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AWAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EirdSION AND SEDIMENTATION. MS -19. ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPIENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCI,Y AND PEAK FLOW RATES OF STORM WATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION,. 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. 3.01 4. 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, 5. SPEC. 3.03 MAY REQUIRE PERIODIC TOP DRE&SING AS NECESSARY. 6. 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. 7. (SPEC. 3.08 SHALL BE INSPECTED AFTER EACIH RAIN AND REPAIRS MADE AS NEEDED. 8. (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 iNISPECTED AND REPAIRS MADE IF NEEDED. DAMAGES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUS3T BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 9. SPEC. 3.11) INSPECT AFTER EACH RAINFALL, REEPAIR AS NECESSARY. 10. (SPEC. 3.13/3.14) SEDIMENT SHALL BE REMOVECD 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 SHALIL BE REGULARLY CHECKED" TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOKED WiTH SEDIMENT SHIALL BE REMOVED AND CLEANED OR REPLACED. 11. (SPEC. 3.18CHECK PERIODACALLY, REPAIR AS NEEDED. 12. (SPEC. 3.19 CHECK PERIODICALLY, REPAIR AS PNEEDED. 13. (SPEC. 3.2 1 CHECK PERIODICALLY, REPAIR AS PNEEDED. 14. (SPEC. 3.24 SHALL BE INSPECTED AFTER EVERW RAINFALL AND AT LEAST ONCE A WEEK, WHETHER IT HAS RAINED OR NOT, AND ALL DAMAGES REPAIRED IMMEDIATELY. 15. (SPEC. 3.31 & 3.32) AREAS WHiCH FAIL TO ESTTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTTiFIED. 16. (SPEC. 3,36) ALL SOiL STABILIZATION BLANKETSS AND MATTING SHALL BE INSPECTED AFTER RAINSTORMS TO CHECK FOR EROSION AND UNDERMINING. IF WASHOUT tOR BREAKAGE OCCURS, REINSTALL THE MATERIAL AFTER REPAIRING DAMAGE TO THE SLOPE OR DITCH. 17. DUST CONTROL (DC), 3.39: PROVIDE DUST CONTROL IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON-SITE AND OFF-SITE DAMAGE IS LIKEELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN. �1LTH1 OF ll DAVID M.. JENSEN -6 No. ,111484 � fss r o N EA L E~� BY DATE X. SEQUENCE OF CONSTRUCTION 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION CONFERENCE. 2. CONSTRUCT THE TEMPORARY PAVED CONSTRUCTION ENTRANCE. 3. CONSTRUCT TEMPORARY SEDIMENT BASINS, SEDIMENT TRAPS, WIRE SILT FENCE, PERIMETER DIVERSION DIKES, DIVERSIONS, TEMPORARY STREAM CROSSINGS, LEVEL SPREADERS, RIGHT OF WAY DIVERSIONS AND PERIMETER SILT FENCE AS SHOWN ON PLAN PRIOR TO ROUGH GRADING. INSTALL STORM DRAIN FROM STRUCTURE 1 THROUGH STRUCTURE 9; INSTALL INLET AND OUTLET PROTECTION AS SHOWN. 4. CLEAR AND GRUB, STRiP TOPSOIL AND STOCKPILE WITHIN THE LIMITS OF CLEARING AND GRADING. 5. PERFORM GRADING TO BRING ALL AREAS TO GRADES SHOWN. 6. PROVIDE TEMPORARY SEEDING AND OTHER EROSION CONTROL DEVICES TO MINIMIZE TRANSPORT OF SEDIMENT. 7. PERFORM PERMANENT SEEDING, STRAW MULCHING, AND STABILIZE ALL DISTURBED AREAS. APPLY DOUBLE SHREDDED HARDWOOD MULCH WHERE DENOTED, 8, NO E&S FACILITIES ARE TO BE REMOVED WITHOUT PERMISSION FROM THE COUNTY INSPECTOR. 9. PERIMETER EROSION CONTROL DEVICES MUST REMAIN IN PLACE UNTIL INTERIOR CONTROL HAS BEEN SUCCESSFULLY IMPLEMENTED AND/OR THE APPLIlCABLE DRAINAGE AREA HAS REACHED FINAL GRADE AND BEEN FULLY STABILIZED, REMOVE TEMPORARY EROSION CONTROL MEASURES AND STABILIZE AFFECTED AREAS, 10. CLOSE OUT THE PROJECT. XI. PROPERTY OWNER RESPONSIBLE FOR MAINTENANCE IMPLEMENTATION PROPERTY OWNER: PANTOPS - LAKERIDGE, L.L.C. C/O SOUiTHERN DEVELOPMENT 170 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA 22911 (434) 254I-0894 ATTN: CHARLES ARMSTRONG TYPICAL WA TER WA Y CROSS-SECTIONS COMPACTED SOIL - r1m <11-111 � Z -%I !, TYPICAL CONCRETE LINED DITCH TYPICAL GRASS LINED DITCH TYPICAL VEE CROSS-SECTIONS 1, D PARABOLIC WATERWAY CROSS-SECTION i TYPICAL RIRRAIP CHANNEL _ + lli _-- (KU 1.4 CLOTH) _ jp j CLOTH lillll�iiiliLii�lllil �,NiTE: ALTHOUGH �ill�i�iill� FILTERl CLOTH IS PREFERED, A GRANULAR FILTrER MAY HE SUBSTITUTED FOR FILTER CLOTH. ( FOR PHYSICAL REQUIREMENTS, SEE STD. & SPEC. 3.19, RIPRAP) TYPICAL CONCRETE CHANNEL EXPANSION JOINT - -* A (90' SPACING) 18" n>3 NOT TO SCALE q_-181" DOWEL A 6 LOCATPED AT JOINTS 6X6 WELDED WIRE FABRIC D - WEEP ° .8' o.c. 3ECTIODYAoA TRAPEZOIDAL WATERWAY CROSS-SECTIONS SOURCE: VA. DSWC PLATE 3.17-1 SOURCE: VA. DSWC PLATE. 3.24-2 PROJECT: LAKE RIDGE ROUGH GRADING AND EROSION & SEDIMENT CONTROL PLANS TITLE: EROSION & SEDIMENT CONTROL NARRATIVE FILE NAME: SCALE: DATE: 603009C-C8.dwg v: NIA 07/25107 REVISION NUMBER: 3 DRAVViNC NUMBER.- C-8 UMBER.C-8 SHEET NUMBER: 9 of 12 DESIGNED BY: JJK --== ENGINEER'S ® SURVEYORLS PLANNER'S DRAWN BY. To, JFR ASSOCIATES REVIEWED BY: HFW PO Box 4119 1402 Greenbrier Plaace Lynchbur& VA 24502 Charlottmille, VA 229901 Phone: 434.582.6175 Phone: 434.984.27(00 www.wwassmiates.net WWA NUMBER: 206030.09 SOURCE: VA. DSWC PLATE. 3.24-2 PROJECT: LAKE RIDGE ROUGH GRADING AND EROSION & SEDIMENT CONTROL PLANS TITLE: EROSION & SEDIMENT CONTROL NARRATIVE FILE NAME: SCALE: DATE: 603009C-C8.dwg v: NIA 07/25107 REVISION NUMBER: 3 DRAVViNC NUMBER.- C-8 UMBER.C-8 SHEET NUMBER: 9 of 12 E4 STC NtE CONSTRUCTION ACCESS - TTO NE .COrjSTRUCTION ACCESS 74'. 1�IM. } -.3.,.. 5V1 --2A AS. HALT T0. f COURSE T _ 2% .y. •; •_ t♦ r. .. e"'.t. �ti: •Rr. SAY.'. -':1 �---5" MIN. .41A AGGREGNTE BASE PROFILE, 70' MIN. An ASPHALT- PAVED j""""A-SHRACK EXISTING PAVrMENT [-EXISTING 2% :2:It PAVF.VENT *MUS EXTEND'. FULL WIDTH A t- �-Pa$iTIVE DRAINAGE _NT OF INGRESS AND -EGRESS- TC3 Ell= E QPEE�ATIt3 i TRAPANG Or -VICE PLAN1'2* MIN. .-OSITiVE DRAINAGE . n Tb SEDIMIENT 1RAPP TNG DEVICE; NP I``ILTI+R CLO T H-/ SECTIO A uiiiuiullul water tali of 1 inch. 1 itst lie uist4qed *ith a miuiunuur 1 inch blI fteocl�. shutoff -valve �iipp4ii�g a Nvash hose -m if -JI' iiametec 41.5 fiiclies far aderltliate constaht, v�� Pres e. uh wate�� uwst- be Icaixxed'.,a ay from the. -e tiauce- to n approved settyri area to 1•e�uc �'e s'ediuient All -sediment snuff be Pre�T� ted fi m enteriiigr stolin drtius, ditches or watercotxr;>es.. PAVED WASH. RACK (CE K10" SCALE SOURCE : ALBERMARLE COUNTY DETAIL 3 PAVED CONSTRUCTION ENTRANCE DI VERSIONS 104.' SE7"PLEMENT - TYPICAL PARABOLIC DIVERSION 10% SETTLEMENT TYPICAL TRAPEZOIDAL DIVERSION 10% SETTLEMENT 0-3' FREE BOARD T R, _,..,,�� .-,�. DESIGNFLOW DEPTH.. I. ''�+�-f it7liTi.-M TYPICAL VEE -SHAPED DIVERSION DV CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVA'T'E A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF' STAKE'S, 6' MAX. 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND 11' INTO THE TRENCH. 4,. 4. BACKFILL AND CO\MPACT THE EXCAVATED SOIL. POINT'S A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Strati and Fabric Filter Barriers for Sediment Control,VA. DSWC Sherwood and Wyant PIPE OUTLET CONDITIONS A A SECTION A -A FILTER 'IPE OUTLET TO FLAT .REA WITH NO DEFINED 'HANNEL L a 0% I i X811 d CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER 3d o (MIN.) PIPE OUTLET TO TVELL DEFINED CHANNEL PLAN VIEW L a r 0 % d II _ SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP,', GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. OP 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS ` 14AN 6 INCHES. PLATE. 3.0E SEDIMENT BASIN SCHEMATIC ELEVATIONS RISER CREST DEWATERING DEVICE SEDIMENT CLEANOUT POINT (" WET " STORAGE REDUCED TO 34 C,Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY 67 C.Y./ AC. - " DRY STORAGE 67 C.Y./ AC. " WET STORAGE SEDIMENT CLEANOUT POINT U DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25 -YR. EVENT) SOURCE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS ANDS EXCAVATE A CX4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOFPE ALONG THE LINE OF POSTS. i FLOW Iilllii' 4° 3. ATTACH THE FILLTER FABRIC TO THE WIRE 4, BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. r I4 FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC �11WIRE III SFW CREST OF EMERGENCY i SPILLWAY TEMPORARY DIVERSION DIKE Comnacted Soil 4.5r111I1. DD SOURCE: VA. DSWC PLATE 3.09-1 MINIMUM TOP WIDTH (1O REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) H HO W 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1,5 2.5 3.0 2,0 2.5 3,5 2.5 3.0 4.0 3.0 3.0 4.5 3.5 4.0 5.0 4.0 4.5 PLATE. 3.14.-2 SOURCE: VA. DSWC LEVEL SPREADER PERSPECTIVE VIEW NOTE: All. TIEMPORARY BERMS, SWALES AND LEVEL SPREADER DITCH MUST RECEIVE TEMPORARY SEEDII`NG IMMEDIATELY AFTER INSTALLATION ORIGINAL I GROUND ELEV. ST PLATE. 3.13-1 Source: Va. DSWC Plate 3.12-1 Source. Va. DSWC Plate 3.18-1 SOURCE: Adapted from installation of Straw and Fabric Fitter Barriers for Sediment Control, PLATE. 3.05-1 SOURCE: ADAPTED FROM N.C.Erosion and Sedirment Control Plannina and Design Mongol PLATE: 3.21-1 Sherwood Wyant 1 ADDED LS AND SFW JJK 09/12/07 T` 'H O DESIGNED BY: PnI_f ROJECT: LARIDGE REVISION NUMBER: _- � = JJK -- ROUGH GRADING AND 3 ENGINEERS DRAWN BY: EROSION & SEDIMENT CONTROL PLANS SURVEYMS DRAWING t IU ti BER: o DAVID IM. JENSEN � PLANNERS To, JFR TITLE: REVIEWED BY: EROSION &SEDIMENT CONTROL DETAILS C-9 No 114 w -10/j (�f U _ SSOCIATES Ham' SHEET NUIti reER: -- Oa r ` l b� �� PO Box 4119 1402Greenbrier:Place SCALE: DATE: S C� Lyncbbwg, VA 24502 CWoncsvi!)e,VA. 22901 WWA NUMBER: FILE NAME: �� -_� �'I 01``x. }, L C� Phone: 434.582.6115 Phone: 434,984..2700 H: N A N0. REVISION BY DATE N0. 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' B :IJJK ! I Date8/30/2 . 007 f i ! 1 ENGINEERS ISUi R R PLANNERS 3 .. OCIAT s A E Segment ID Incremental c Incremental Drainage Area (Ac.) CA Tc (min) 1;2 (in/hr) 02 (cfs) Slope (ft/ft) Channel Geometry Liner Material V2 x R2 n Allowable Velocity (fps) 2 -Year Velocity (fps) 110 (in/hr) Q10 (eft) 10 -Year Depth () Maximum Channel Depth (11) Remarks Incremental Accumulated me b T� Z2DD1 H 0.45 1.49 0.67 0.67 5.00 5.20 3.49 0.132 0.0 3.0 3.0 EC -3 A 1.06 0.050 7.00 4.26 6.70 4.49 0.57 1.33 Velocity OK Depth OK DD2 0.45 0.41 0.18 5.00 5.20 0.96 0.265 0.0 3.0 3,0 EC -2 0.54 0.050 4.00 3.98 6.70 1.24 0.31 1.33 Velocity OK Depth OK DD3 0.30 2.39 0.72 0.72 9.00 4.30 3.08 0.131 0.0 3.0 3.0 EC -3 A 0.98 0.050 7.00 4.12 5.60 4.02 0.55 1.33 Velocity OK Depth OK DD4 0.45 0.90 0.41 0.41 5.00 5.20 2.11 0.128 OA 3.0 3.0 EC -2 0.77 0.050 4.00 3.71 6.70 2.71 0.48 1.33 Velocity OK Depth OK DD5 0.30 1.40 0.42 0.42 13.00 3.70 1.55 0.101 0.0 3.0 3.0 EC -2 0.60 0.050 4.00 3.14 5.40 2.27 0.47 1.33 Velocity OK Depth OK DD6 0.30 0.25 0.08 0.08 5.00 5.20 0.39 0.126 0.0 13.0 3.0 EC -2 0.2%0.050 84 4.00 2.38 6.70 0.50 0.26 1.33 Velocity OK Depth OK DD7 0.30 1.25 0.38 0.38 5.00 5.20 1.95 0.097 0.0 3.0 3.0 EC -2 0.6 1.8 4.00 3,28 6.70 2.51 0.49 1.33 Velocity OK Depth OK DD8 0.30 0.53 0.16 0.16 5.00 5.20 0.83 0.200 0.0 3.0 3.0 EC -2 0.4 160 I 4.00 3.45 6.70 1.07 0.31 1.33 Velocity OK Depth OK o ty p DD9 0.45 0.65 0.29 0.29 5.00 5.20 1.52 0.020 0.0 3.0 3.0 EC -2 0.4 0.0435 4.00 1.70 6.70 1.96 0.60 1.33 Velocity OK Depth OK DD10 0.30 0.37 0.11 0.11 5.00 5.20 0.58 0. 30 0 0.0 3.0 30 EC -2 0.2 504.43 4.00 1.54 6.70 0.74 0.39 1.33 Velocity OK Depth OK tY P CMP 522.39 16.61 8 39.72 7 6 0.00 36.45 18 4.2 152.4 504.23 502.53 33.93 0.0501 54 0.024 239.1' DVI 0.45 9.90 4.46 4.46 11 .60 3.90 17.37 0.040 0.0 3.0 3.0 EC3 A 2.30 0.050 7.00 4.08 5.10 22.72 1.32 1.33Deptl� Veloci OK Velocity OK 0.024 187.3'. ij 20.2 CMP 521.78 19.45 6 i 5 4 0.00 36.45 18 4.2 i I ' OUTLETPROTECTION Drainage Area (Ac.) By: JJK ', RIPRAP CLASS ! d50 (FT) End Allowable n Vetoctty () CULVE?TTYF€ SI O OID HW. ' Treat. COMMENTS Al 090 CONTROL HW/D HW Ke do (dc+D)/2 ho H LSo HW C.M. I 1.10 .._ _ 2176.61 4 W1 ELEV. DEWATERING _... D"CE 524; 19456 " P �' RCP 464 AqN., T.o• -- -------- 1.5 10.5 0.5 5.6 II--------- 1.60 4.6 6.2 4.7 10.5 1 OF 1 30 EC I CL 4 VDOT H.D.A. 06-03 2-66'" CMP for TSC 464 232 1.5 IIII 2 20 4.4 5 5 3.6 1.8 i 8.3 12 __ EC! CL 3 TEMPORARY PER VESCH TYPE l 2 80 4 3 1.5 !; LA 0.9 2 r 2.'4 2.8 ' 4 4.1 ! TYPE II 4 50 EC I CL 3 EC CL 4 TEMPORARY PER VESCH 54" HDPE 154 TIME _ ............. 1.5 6.8 0.5 3.5 4 OUTLET PROTECTION 2.4 4 I 6.8 - ;downstream face slope:_ !; VDOT H.D.A. 06-03 STRUCTURE/ TAILWATER, n (FULL); (FULL} RIPRAP REMARKS ELEVATIONS {H) !THICKNESS READ PIPE OUTLET DISCHARGE, Q TW (FT) DIAMETER (IN) R IWH......._........_. d50 (F r) CLASS W1 (FT) W2 (Fr) LA (FT) (FT) EIGHT {TON CULVERT 2-1 464.00 3.12 84 TW < 0.5 DIAMETER 1.60 ; II 20 20 45 32 j 480.00 5B3 OUTFALL 7.40 0.72 18 ` TW < 0 5 *DIAMETER Q 90 Al 4.5 I14.5 i 10 1.8 18 90 SB2 OUTFALL 7.60 0.77 30 ; TW < 0.5 *DIAMETER 090 Al _ 7.5 10 10 1.8 26 00 PIPE 43 _ 152.40 1.65 i , 160 I 11 20 20 I i '': 38 I i 3.2 I. _ _ 420.00 i I SEWER DESIGN WWA PROJECT NUMBER 206030.1 0. ' STORM Drainage Area (Ac.) By: JJK HEADWATER COMPUTATIONS ONT OUTLET End Allowable n Vetoctty () CULVE?TTYF€ SI O OID HW. VELOCITY Treat. COMMENTS INLET CONT. OUTLET CONTROL HW/D HW Ke do (dc+D)/2 ho H LSo HW C.M. Smooth IIISHEET, .._ _ 2176.61 wlume(cy}' ELEV. DEWATERING _... D"CE 524; 19456 " P �' RCP 464 AqN., T.o• -- -------- 1.5 10.5 0.5 5.6 6.3 6.3 4.6 6.2 4.7 10.5 1 OF 1 30 EC I CL 4 VDOT H.D.A. 06-03 2-66'" CMP for TSC 464 232 1.5 8.3 0.9 4.4 5 5 3.6 1.8 6.8 8.3 12 __ EC! CL 3 TEMPORARY PER VESCH 2-33 CMP for TSC 86 4 3 1.5 4.1 0.9 2 2.4 2.'4 2.8 1 1.2 4 4.1 9 SLOPE __. _..._. EC I CL 3 EC CL 4 TEMPORARY PER VESCH 54" HDPE 154 TIME _ ............. 1.5 6.8 0.5 3.5 4 41 2.4 4 2.4 6.8 - ;downstream face slope:_ 37 VDOT H.D.A. 06-03 IAN Pro' ct: Lakeridge _. _ . _ .. __ ': , _ -- . ---_.. . _ ___._ _ - __._ . _ .__... .. _.. _. Je _._-_.......... ........ . ......I ...-.. ...._,........ - _.. ... __.. .: . [ _ '� _- - ENGINEERS... tNumber: 3.09 i 1 ._ -- __ --- ___ __- ---_._ _..---. _. WWA Pratec , 2060 0 , _. - --- _._...- _ -- _....... __ - - .. _ -; - - ..._.., ,._ - . ... -_ .. , - - Suavevoxs-- - _ _ ._..-.._...-...._-... _. ; ,. .. _ _ ... PLANNERS t By: ,JJK _..._.. Date.. ; 8/301200Incremental c A 7 - _ : -... _ _. __.. ... __. _.._....,..___.ASSOCIATES._ . Segment ID incremental c Drainage Area (Ac.) By: JJK Tc (min) 12 (Inlhr) Qz (cis) Channel (�h) Slope Geometry b � � Liner Material VZ x R2 Allowable n Vetoctty () 2 -Year Velocity () 110 (In/hr) QID (Cts)10-year Maximum Depth tftI Channel Depth (0) Remarks Incremental Accumulated A -A 0.40 262.00 104.80 104.80 29.00 2.40 251.52 1 0.038 1 8.0 13.0 13.0 COBBLESIBOULDE2S 10.14 0.070 6.00 5.93 3.30 COMPUTATIONS ;COUNTY Albermarle, :DISTRICT t25 -YR. STORY ELEV.) RISER CREST IIISHEET, .._ _ 2176.61 wlume(cy}' � DEWATERING _... D"CE 524; 19456 3525.01: • WET • STORAGE AqN., T.o• -- -------- ------ 526 22056' B -B 0.40 91.12 ,DESCRIPTION 3.10 112.991 ILakendge II 1 5.81 1 0.070 1 6.00 1 OF 1 1 4.20 1 153.08 1 3.00 , � _ _ .. ._.. _. 532 30723 � . _ - 1089511 TO 34 C.Y./ ACRE) -- AREA RU N_ 13288.1 INLET RAIN RUNOFF INVERT _ y 538 40816 __ _CAPA -_ -- -_FLOWLL wet storage: � -- - - - A EMENI E S - - -- - -- - - FROM TO DRAIN OFF CA TIME FALL 0 LEV S E ATION ...._......_..__ _.._ LENGTH _.....-.._.. SLOPE __. _..._. _ DIA MANNING's .....__. CITY ...__.._._... VEL _._..__._ TIME _ ............. cleanout elevation ft TOP INLET __ ._ _ ._ _. _. INLET DEPTH _ INLET No. WIDTH POINT POINT "A" COEF -_ ` - _._ - ;downstream face slope:_ __.._ __..._._...__- dry storage: ___.. - --.....4777.10' face slope:; I ;_..._ dry storage required (cy} {67*DA) n (FULL); (FULL} principle spillway crest (ft} - REMARKS ELEVATIONS {H) dry storage provided at this elevation (cy) READ ' 51 41 INCRE MIN....__ R IWH......._........_. CFS UPPER LOWER FT FT/FT IN 824.501 CFS FPS SEC FT FT 12 80' FT L slope of upstream face Z1 _ .... - tc (min) ACRES C MENT ULATED - 0.017': 2yr 3.1 Q 2yr 66 3; -END END ._..... 25yr '4.7 Q 25yr; _ _ 100.5;' _ ..__ ... __ . - .'number collars required 2 C {use 0.45 for bare earth}0 _._.._..._. ,dimension of collars .._.- - principle spillway _ -_ 1 2 3 4 5 6 diameter user m 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 9 8 91.12 .4 36.45 36.45 18 4.2 152.4 509.10 505.98 , 71.70 0.0435 54 0.024 222.8' 14.0 5.1 CMP _ diameter trash rack -(I' ri-) 54 _ slope of exist channel (ft/ft) 8 7 _ _ barrel length (ft) 0.00 36.45 18 4.2 152.4 505.78 504.43 28.58 0.0472 54 0.024 232.1 14.6 2.0 CMP 522.39 16.61 8 39.72 7 6 0.00 36.45 18 4.2 152.4 504.23 502.53 33.93 0.0501 54 0.024 239.1' 15.0 2.3 CMP 522.21 17.98 7 42.46 6 5 0.00 36.45 18 4.2 152.4 502.33 495.00 238.31 0.0308 54 0.024 187.3'. 11.8 20.2 CMP 521.78 19.45 6 45.40 5 4 0.00 36.45 18 4.2 152.4 494.80 488.80 81.68 0.0735 54 0.024 289.5; 18.2 4.5 CMP 508.40 13.60 5 33.70 4. 3 0.00 1 36.45 1 18 4.2 152.4 1 488.60 477.00 187.58 0.0618 54 0.024 1 265.6; 1 16.7 1 11.2 CMP 1 505.38 16.78 4 40.06 IAN Pro' ct: Lakeridge _. _ . _ .. __ ': , _ -- . ---_.. . _ ___._ _ - __._ . _ .__... .. _.. _. Je _._-_.......... ........ . ......I ...-.. ...._,........ - _.. ... __.. .: . [ _ '� _- - ENGINEERS... tNumber: 3.09 i 1 ._ -- __ --- ___ __- ---_._ _..---. _. WWA Pratec , 2060 0 , _. - --- _._...- _ -- _....... __ - - .. _ -; - - ..._.., ,._ - . ... -_ .. , - - Suavevoxs-- - _ _ ._..-.._...-...._-... _. ; ,. .. _ _ ... PLANNERS t By: ,JJK _..._.. Date.. ; 8/301200Incremental c A 7 - _ : -... _ _. __.. ... __. _.._....,..___.ASSOCIATES._ . Segment ID incremental c Drainage Area (Ac.) By: JJK Tc (min) 12 (Inlhr) Qz (cis) Channel (�h) Slope Geometry b � � Liner Material VZ x R2 Allowable n Vetoctty () 2 -Year Velocity () 110 (In/hr) QID (Cts)10-year Maximum Depth tftI Channel Depth (0) Remarks Incremental Accumulated A -A 0.40 262.00 104.80 104.80 29.00 2.40 251.52 1 0.038 1 8.0 13.0 13.0 COBBLESIBOULDE2S 10.14 0.070 6.00 5.93 3.30 345.84 3.10 5.00 Velocity OKDepth OK t25 -YR. STORY ELEV.) RISER CREST ... . __ .. �...... .-_ .._. .. ___.. _..._. .. .__. .. -_ _ _. 522' 16988' .._ _ 2176.61 wlume(cy}' � DEWATERING _... D"CE 524; 19456 3525.01: • WET • STORAGE AqN., T.o• -- -------- ------ 526 22056' B -B 0.40 91.12 36.45 -36745---T-18,01 3.10 112.991 0.060 1 5.5 1 4.0 1 4.0 1 COBBLES/BOULDERS 1 5.81 1 0.070 1 6.00 1 5.44 1 4.20 1 153.08 1 3.00 Velocity OK Depth OK Sediment Basin #2 Design By: JJK ,,=, - _ � ? MIN. t'WnHOU7Wi SPILLWAY CREST OF EMERGENCY CY ".' drainage area (acres) 71 3 l Sediment Basin #3 Design ��, ba .sin.._.._...g.2. ...co..n..._tour intervals) ._.....-...__.___. ... .. _._ . _. basin wlumes (u _.__ . , DESIGN HIGH WATER STM t EIEV.) - - elevation(ft)' contour area {s�; wlume(c Y -os 458 585 518 12523 11 5_ _._... Yx�l ,.o " 520' 14658' 1005 7 Y YMUBI t25 -YR. STORY ELEV.) RISER CREST ... . __ .. �...... .-_ .._. .. ___.. _..._. .. .__. .. -_ _ _. 522' 16988' .._ _ 2176.61 wlume(cy}' � DEWATERING _... D"CE 524; 19456 3525.01: • WET • STORAGE AqN., T.o• -- -------- ------ 526 22056' 5061.0' 7381 ` ) RISER CREST 528 24787 6794.2' DESC. Ofi1' STORAGE _....; ... .. oencE ­­SEOWENT 530: 276631 $734.$; CLEANOUT PO.'M �WET ' STOR,ACE REWCEO • WET - sroRAce '.....: ;;;:. .... ...... . . _ _ .. ._.. _. 532 30723 � . _ - 1089511 TO 34 C.Y./ ACRE) -- 534 33952 13288.1 wet storage required (cy) (67*DA) - 158.1 536 37314 159244 4614: 538 40816 18815 7 TO 34 C.Y./ ACRE) . . wet storage: wet storage: � I _ _ _. _ _ wet_s..ora a_.wir_e_ d_ ( cY) (-67*DA) 4777 10 ign high waster 41 : ._re_ dewatering orifice elevation (ft) 526_ ---.._.de top of dam (f) _-530 _- -- 538 00: _ wet storage provided at this elevation (cy) 4778 00 top width of darn (ft) 10.002 available volume before cleanout (cy) (33 DA) 2352 90' bottom of basin) (ft) 518 00' cleanout elevation ft 522 26 ,approx. bottom dimensions: 17.5x85; distance from cleanout to orifice (ft) {> 1) 3__,-3__9_' upstream face slope 2:1 ;approx. bottom dimensions: - ;downstream face slope:_ 3 1; dry storage: ___.. - --.....4777.10' face slope:; I ;_..._ dry storage required (cy} {67*DA) _.___. .. _..._-. I . _.. ;baffles. .... ,._.._._._. noi principle spillway crest (ft} - _ 530.80 ;length of flow, L (ft) 195' dry storage provided at this elevation (cy) 9555 00`, effective width, 51 41 d r dewatering o _'. iamete of Ovate n orifice n 12 0,, e it < L / We (baffles required if 2) _ 3.79' diameter of flexible tubing (in) (orifice+2") ; 14 Oi 90', datara $ prom +d tit thts plewtlon c' 824.501 collars: yes runoff diameter of dewatering orifice (in) depth of water at spillway crest (ft) 12 80' C 0.3: slope of upstream face Z1 8 0 tc (min) 18 -slope of barrel (Sb) � 0.017': 2yr 3.1 Q 2yr 66 3; length of barrel in saturated zone (Ls) 75; 25yr '4.7 Q 25yr; _ _ 100.5;' _ ..__ ... __ . - .'number collars required 2 C {use 0.45 for bare earth}0 _._.._..._. ,dimension of collars .._.- - principle spillway _ -_ available head (ft}1 7: :emergency spillway no: diameter user m 54 RCP; __ - required capacity (Q25-Qp) (cfs) _ ne spillway ca cfs y Y, Qp (._) 100.5: bottom width (ft) ria. _- _e _.__P.acit _. _._ _ _.. d!ameter trash rack in !__. :.__ 78 P ' ;slope_ of .xist clhannel ft/ft) ria; -.-- _ barrel length ft 14 minimun length of exit channel ft n a (ft) head on barrel throw.. 22.5: crest of spillway {ft). nal diameter of barrel (in) emergency spillway. ?_---- no ._____ , .... .h._.embankment Invert In17.50' 5 -- _ capacity (Q25-Qp) (cfs) Invert Out __ 5150' 5 27.4:._ bottom width (ft) Sediment Trap #2 Design_ By: JJK ,,=, - _ � 3 ,• VMVD!E drainage area (acres) (<3) 2.36 l Sediment Basin #3 Design ��, trap w1UmeS : trap �, :�g�• '. _ C1e' MIN. t'WIY CREST OF EMERGENCY 2'YATROUTHOUT SPILLWAY 458 585 drainage area (acres)_ - _ _ __.. _. 11 5_ _._... j DESIGN HIGH WATER .-.... 460.. `.. -..1169,._.. ... 65.0: basin volumes: (using 2' contour intervals) Y YMUBI t25 -YR. STORY ELEV.) 178 1- YARPBlE elevation (ft) contour area (sf) wlume(cy}' os' WET STORAGE 456; 9196' 384.0 AqN., T.o• -- -------- ------ 4' AUX. - ._. 458 10752: 7381 ` ) RISER CREST REV. 460; 12409; DESC. Ofi1' STORAGE _....; ... .. oencE CLOTH CPoCINu. GROMID 462 141 7 6 ....19I 2578.3 • WET - sroRAce '.....: ;;;:. .... ...... . . FILTER SXCGlN.L L CLQTH tFLTER Lily. i Wet storage: IC -SEE PIATE 3.13.1 COARSE A=?EGATE" CLASS I RPW wet storage required (cy) (67*DA) - 158.1 _SEOAAENT GLEARC4JT POINT WET ST(MACE REWCEO .. _. 4614: ....,..._ 1 - ...._ .. __. .... TO 34 C.Y./ ACRE) . . !dry storage: wet storage: � I I ., __ _.._ _ ___. __; . slope of wet storage sides wet storage required (cy) (67*DA)- ----- 770 50 design high wader_ ...460 19 _... __ . d storage: dry 9 dewatering orifice elevation (ft) _ _ __..._._ 458 08 - top of dam (ft) 463.00: 158.1 i wet storage provided at this elution (cy} 770 50 top width of Bann (ft) ; 1000'- ; top of dam elevation (ft) available wlume before cleanout (cy) (33*DA) 379.50:1 bottom of basin (ft) ; ` --___ _ _ _ _._... _456 00 2. cleanout elevation (ft) 457.031 ;approx. bottom dimensions: 2.1 distance from cleanout to orifice (ft) {> 1'} 1 051;upstream face slope:; I 2.1: downstream face slope: 3:1. dry storage: ' dry storage required (cy) (67*DA) ... __._.. . '_ _.._... _ 770.50: - - ,baffles: yes principle Spillway crest (ft) 459.40; _ i length of flaw, L {ft} _ _ 90', datara $ prom +d tit thts plewtlon c' 824.501 effective width, Weft 119.47' diameter of dewatering orifice (in) 6 0! L / We (baffles required if < 2) 0.75; diameter of flexible tubing (in) (orifice+2') 8 0 ; .cotters � I no nanoff. depth of water alt spillway crest (ft) C {use 0.45 for bare earth}0 45 slope of upstream face (7-1) , tc (min) _ 13 8' - III slope of barye! (fib) 2yr 3.6 Q 2yr 6 length of barrel nn saturated zone (Ls)_ . _. _.. 25yr 5.3 Q 25yr, _ ...18 27 4 number collars required _ dimension of collars � " ; principle spillway: - available head (ft) 1 0 emergency spillway. ?_---- no diameter riser (In) - 36 RCP:'required -- _ capacity (Q25-Qp) (cfs) spillway capaaty, Qp (cfs) 27.4:._ bottom width (ft) _ diameter trash rack -(I' ri-) 54 _ slope of exist channel (ft/ft) � _ _ barrel length (ft) minimun length of exit channel (ft) ; head on barrel through embankment (ft) 7'.0 crest of spillway (ft) :diameter _ _ of barrel (in) 18 RCP; , Invert In i 449.301 Invert Out : 448.00. Sediment Trap #2 Design_ By: JJK ,,=, - _ � 3 ,• VMVD!E drainage area (acres) (<3) 2.36 �� CREST STORE WEIR VM1A9.E+ I , trap w1UmeS : trap �, �� CREST OF STONE WEIR \ :�g�• '. elevation ft area sf) wlume c i C1e' ,.W 458 585 4841 $32' _ ...___.... ._. ..-...___ __._.. 462:- 5$31 31.1' .-.... 460.. `.. -..1169,._.. ... 65.0: DRY STORAGE N Y YMUBI 462' 1885- 178 1- YARPBlE 488; 2016' 464! 2709 348 2i. WET STORAGE 490' 2759 384.0 (DUVATED) WET STORAGE 4' AUX. .. __ . ` ) L, AUX REV. ..... DESC. •SEE PLATE 3.,3.-, COARSE AGGREGATE" CLASS I RFRAP CLOTH CPoCINu. GROMID -...__. ...._.._ t _..__ ........ ---- FLOW (Tc1) LENGTH FILTER SXCGlN.L L CLQTH tFLTER Lily. i Wet storage: IC -SEE PIATE 3.13.1 COARSE A=?EGATE" CLASS I RPW wet storage required (cy) (67*DA) - 158.1 COARSE AGGREGATE" CLASS II RPRM wet storage required (cy) (67*DA) bottom of stone weir (ft) 4614: ,bottom of stone weir (ft) wet storage provided at this elevation (cy); 158.1; !dry storage: wet storageprovided at this elevation c slopeof wet storage sides 9 2 1 slope of wet storage sides _ _ _ .. _.. ..... _ 20x20 _....:weir length ft 6xDA -14.2. d storage: dry 9 weir length (ft) (6xDA)' bottom of try elevation ft P {) . 458; dry storage required (cy) (67*DA) 158.1 i bottom trap dimensions_ i 30k15 crest of stone weir 464.0; ; top of dam elevation (ft) 465; dry storage provided at this elevation c 190 1; to width of dam 11 2. slope of dry storage sides 2:1' top trap dimensions 75'x30'; Sediment Trap #3 Design By: JJK ,,=, - _ � 3 ,• VMVD!E drainage area (acres) (<3) 2.49 �� CREST STORE WEIR VM1A9.E+ I , trap volumes: i OUN GRD my CREST OF STONE WEIR CROUNO mgA• elevation ft areas ! volume(cy), {) { ): { fl: Y I- I 1.3. -PtA SSOCIATES I 4841 $32' _ ...___.... ._. ..-...___ __._.. 462:- 5$31 31.1' DRY STORAGE N �, _..__l_.__ .._:.. ._...._...__ ,..._ 486; 1373 ..__..,.. ._...,, 817 DRY •- ; YARPBlE 488; 2016' 207.2: WET STORAGE 490' 2759 384.0 (DUVATED) AVG V A G .. __ . WET STORAGE L, AUX REV. ..... DESC. •SEE PLATE 3.,3.-, COARSE AGGREGATE" CLASS I RFRAP wet storage required (cy) (67*DA) FLOW (Tc1) LENGTH FILTER SXCGlN.L L CLQTH 462.5! AREA IC CRCUHO wet storage:. :._ ! ,SEE PLATE 3.13-1 COARSE AGGREGATE" CLASS II RPRM wet storage required (cy) (67*DA) 166.8; 0.091 ,bottom of stone weir (ft) 487.3; ' !dry storage: wet storageprovided at this elevation c 165.5' 460 dry storage required (cy) (67*DA) slope of wet storage sides 2:1 20x20 '.crest of stone weir 464.6I ;top of dam elevation ft weir length (ft) (6xDA)' -, 14.9 dry_storage: bottom of trap elevation (ft): 484_ d storage y_ _ge required (cy),(67*DA) 166.6:`bottom trap dimensions _ ... 5Qk16: ,crest of stone weir 489.4; of darn elevation (ft) 490.5 ,dry storage provided at this elevation (cy) 165.5' _top top width ofdam (ft} 3. slnfTe of dry sttinge slcie% 2.1 top trap dimensions 75'x40': Sediment Trap #4 Design By: JJK ,,=, drainage area (acres) (<3) --.-. - .... 3 1' VAAUEif I0.5 i _ ... ,. ..__ ,__._. I trap wlumes: s i_ �� CREST STORE WEIR VM1A9.E+ I , _ ..._ ;- _ _elevation (ft) area (st) Vol ume(cy) OUN GRD my '-'"-- NwERsWWA _.. __ 460; 25$ I- I _ i I , -PtA SSOCIATES I _ ...___.... ._. ..-...___ __._.. 462:- 5$31 31.1' DRY STORAGE N �, WAR4VlE ..---- _. 464 _ .......... 1024 _ 90 7 _ REGRESSION CONSTANTS FOR VIRGINIA :ACBE MARLE COUNTY ; . __ ,_.._ _._... __._ WET STORAGE ..... _ ._... . - ...... AREA (DUVATED) AVG V A G TIME OF H EIGHT TRAVEL TIME OF TOTAL REV. wet storage: DESC. •SEE PLATE 3.,3.-, COARSE AGGREGATE" CLASS I RFRAP wet storage required (cy) (67*DA) FLOW (Tc1) LENGTH bottom of stone weir (ft) 462.5! AREA IC wet P storage provided c {ded at this elevation Y) 46 7 I 10 -YR 100 -YR 25 -YR slope of wet storage sides 2 1 .200 0.091 0.31 weir length (ft) (6xDA) 3.2 !dry storage: 18.07 ?bottom of trap elevation (ft) 460 dry storage required (cy) (67*DA) 35 5; bottom trap dimensions_ 20x20 '.crest of stone weir 464.6I ;top of dam elevation ft 464. dry- a rovded at this elevation(cY) 91.71 2.5 slope of dry storage sides 2:1 `top trap dimensions ! 40'X40'. Project: Lakeridg�':__-___-__.� By: JJK ,,=, ____._- .-_--_- _ .._ . _�-_... __ . ENGINEERS I _ SURVEYORS ': -- PronectNumber: 206030.09 DateAugust 30, 2007 NwERsWWA I I- I _ i I , -PtA SSOCIATES I METHOD KIRPICH METHOD REGRESSION CONSTANTS FOR VIRGINIA :ACBE MARLE COUNTY ; . __ ,_.._ INTENSITY (IN/HR) FLOW (CFS)SEELYE AREA LENGTH AVG V A G TIME OF H EIGHT TRAVEL TIME OF TOTAL TATA L C MP. O DESC. STRIP SLOPE C FLOW (Tc1) LENGTH FLOW (Tc2) Tc AREA IC B (10YR) I D (10YR) JE (10YR) 113 (100YR)D ((100YR) E (100YR) B (25YR) I D (25YR) I E (25YR) 10 -YR 100 -YR 25 -YR 10 -YR 100 -YR 25 -YR SB#2 .200 0.091 0.31 10.97 410 2645 7.10 18.07 46.951 9.501 0.731 31.091 5.001 0.551 40.111 7.751 0.66 4.171 5.531 4.69 71.31 0.3 89.191 118.351 100.36 1SB#3 1 '1501 0.11 0.31 9.531 1101 10501 4.121 13.651 46.951 9.501 0.731 31.091 5.001 0.551 40.111 7.751 0.661 4.741 6.221 5.311 11.51 0.451 24.511 32.191 27.481 1 REVISED CALCULATIONS PER PLAN CHANGES JJK 09/12/07 DESIGNED BY: PROJECT:LAKE RIDGE REVISION NUMBER: 2 CALLED OUT RISER MATERIAL FOR SB 2 AND SB3 JJK 10/26/07 Q'`H OF = JJK --- ROUGH GRADING AND 3 3 REVISED CALLCULATIONS AS PER CHANGES JJK 02/20/08 ° ENGINEERS DRAWN BY:EROSION &SEDIMENT CONTROL PLANS DAV14 M. JENSEN a r SISxvEYo)Rs To, JFR DRAWIivG NUMBER: PLANNERSTITLE: No. 148 �. AsSOCIATES REVIEWED BY: CALCULATIONS AND DETAILS C-1 1 o HFW SHEET NUMBER: ----- s y Po Box 4119 lata Greenbrier IP1PI ice SCALE: DATE: Lynchbur& VA 24502 Chalottesville,VA=901 WWA NUMBER: FILE NAME: �l0AA11 Phone: 434.582.6175 Phone: 434.984:2700 206030.09 603009C -Cl H: N/A 07125107 12 of 12 NO. REVISION BY DATE___ NO. REVISION BY DATE www.wwaswciates.net V: NA