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HomeMy WebLinkAboutWPO201300082 Plan - E&S 2014-02-24GENERAL NOTES OWNER: RUTHERFOORD HOSPITALITY, LLC 330 CLAREMONT LANE CROZET, VA 22932 APPLICANT RUTHERFOORD HOSPITALITY, LLC 330 CLAREMONT LANE CROZET, VA 22932 CONTACT. DAVID HILLIARD ENGINEER: COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTESVILLE, VA 22902 TELEPHONE. • (434)293-3719 FAX.- (434)293-2813 CONTACT MR. SCOTT COLLINS, P.E. EMAIL: scott0collins-engineering.com PRE-APPLICA TION CONFERENCE. SEPTEMBER 19, 2008 TAX MAP NO.: 055EO-01-00-000F1 AREA: 0.7970 AC, (BLOCK 2B) ZONING: NEIGHBORHOOD MODEL DISTRICT APPROVED WITH PROFFERS 9-14-05 BY ALBEMARLE COUNTY BOARD OF SUPERVISORS NO TE. COPY OF PROFFERS PROVIDED SEPARA TEL Y ZMA200800005 - OLD TRAIL VILLAGE, BLOCK 2 APPLIES TO THIS SITE HOTEL & RESTAURANT (WITH HOTEL) PROPOSED 52 ROOM HOTEL AND 1,900 SF RESTAURANT MAXIMUM BUILDING HEIGHT = 55' CURB & GUTTER LICKINGHOLE DRAINAGE BASIN (LICKINGHOLE CREEK IS RECEIVING WATERS FOR PROJECT) (DRAINS TO LICKINGHOLE CREEK W/TH IS WITHIN A WA 7ERSHED OF A PUBLIC WATER SUPPLY RESERVOIR) S, RI VANNA RESERVOIR UPDATED TOPOGRAPHY PROVIDED BY ROUDABUSH AND GALE IN AUGUST, 2012 AND UPDATED SURVEY FROM ROUDABUSH AND GALE IN SEPTEMBER, 2012 GRADED SITE DISTURBED WITH THE CONSTRUCTION OF THE LODGE AT OLD TRAIL. CURRENT. Y SEEDED AREA. USE.• DENSI TY- BUILDING Y BUILDING HEIGHTS• SUBDIVISION STREETS: DRAINAGE DISTRICT.• WA TERSHED: TOPO & SURVEY - EXISTING VEGETA TION: CRI TICAL SLOPES.- LOPES.- FLOODPLAIN.- FLOODPLAIN: LIGHTING. LIGHTING: L11LA11L L L NO CRI TICAL SLOPES EXIST W17HIN PROJECT LIMITS. FEMA MAP NO: 51003CO229D, PANEL NO: 0229D, DATE: 2/4/05 NOTE. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS. ALL OUTDOOR LUMINARIES SHALL EMIT LESS THAN J,000 MAXIMUM LUMENS. LIGHTING SHALL BE PROVIDED. PARKING: REQUIRED PARKING: 52 UNI TS = 52 SPACES 1,900 SF RESTAURANT = 13 SPACES/1, 000 SF = 25 SPACES TOTAL = 77 PARKING SPACES TRASH COLLEC770N: RETAINING WALLS.• MECHANICAL/HVAC EQUIPMENT- QUIPMENT EMPLOYEES.- EMPLOYEES.• PHASING. PHASING: OPEN SPA CE.- LANDSCAPING: IMPERVIOUS AREAS. - PROPOSED SPACES: 34 PARKING SPACES PROVIDED (SEE UPDATED APPROVED SMARED PARKING ANALYSIS BETWEEN BLOCKS 1 & 2) ONSITE TRASH CONTAINERS TO BE WHEELED OUTSIDE OF THE' BUILDING FOR PICKUP AT GARAGE DOOR ON THE EAST SIDE OF THE BUILDING. RETAINING WALL PROPOSED AROUND THE ]RASH AREA ALL HVAC UNITS SHALL BE ROOF MOUN7FD WITH A PARAPET MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM ENTRANCE CORRIDOR. 10-15 EMPLOYEES NO PHASING IS PROPOSED - 774IS WILL BE DEVELOPED AT ONE TIME NONE PROPOSED WITH THIS COMMERCIAL DEVELOPMENT INTERIOR CANOPY REQUIRED: 59 OF 23,878 SF = 1,194 SF = 0.03 AC IN7FRIOR CANOPY PROPOSED: 2,600 SF = 0.06 AC ROADS/ CIRCULA 770N.- SIDEWALKS. ION:SIDEWALKS. BUILDINGS.• PARKING: _ y x WHITEHALL MAGISTERIAL DISTRICT Al RFMAPI F rnl INITY \/TP("-,T1\1TA ROADS 1,830 SF 11,115 SF 14,705 SF � Q FIRE DEPARTMENT NOTES 1. CONSTRUCTION TYPE IS MASONRY NON—COMBUSTIBLE (ISO CLASS 4, 16C TYPE IIA). 2. KEY BOX IS REQUIRED BY THE FIRE DEPARTMENT. THE FIRE DEPARTMENT SHALL BE CONTACTED DURING CONS 7RUC77ON TO DE7FRMINE LOCA 770N. SHEET LAYOUT SCALE: 1" = 100' LEGEND EXIS77NG CULVERT �... EARTH DITCH CULVERT COVER DRIVEWAY CULVERT DROP INLET &STRUCTURE N0. 3 BENCH MARK CURB .LARD FIEZD ,4zI.�1 FrEZD o � N CLEAR/NG LIMITS CURB & GUTTER — -- — — — PROPOSED PAVEMENT as I/DOT STANDARD STOP SIGN EC -3A DITCH -------- 200-------- EXIS77NG CONTOUR DEPTH OF EC -3A DITCH 20o PROPOSED CONTOUR EC -2 DITCH 240.55 PROPOSED SPOT ELEVA77ON .�— TBC DEN07ES TOP/BACK OF CURB DEPTH OF EC -2 DITCH TIB DEN07ES TOP OF BOX VICINITY MAP SCALE: 1" = 2,000' Sheet List Table R s9j CROZET l Sheet Title 1 COVER 2 EROSION & SEDIMENT CONTROL PLAN NARRATIVE 3 EROSION & SEDIMENT CONTROL PLAN l_ UPPER /) ���i' .LARD FIEZD ,4zI.�1 FrEZD o � N OLD TRI41L � l�rLLAGE NdfD� o� a r �G THIS PROJECT TO CHARLOTTESV� rO WAY%ESBORO Rte' 250 10 70 /N�RSTA� s`o�S��' VICINITY MAP SCALE: 1" = 2,000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EROSION & SEDIMENT CONTROL PLAN NARRATIVE 3 EROSION & SEDIMENT CONTROL PLAN 3 TOTAL SHEETS APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT 1 0 SCO R. COLLINSZ O F-, U Lic. No. 035791 � �SSIONALO1 z o a U � U) ca Z �J�^^ 0 r� z W ce LU cd 1` M N cf' M N t� N > W J J 5 W 0 Q U Y W f— U) H W U) F— W Q O N z cW G 0 0 z Q W _>1 c T G v O v z Q o �z v ED �w w z Gi O �Gi �U) �z O J � J W O � U = o.. m � o— w U �o U O F- 0o- 0 V) L ca 0 � Q x t W l 1"1 E o V : d 3 z � w ,6 w m 0 z� w� V J � � U U o 0 .a v z6 o Q a a 0 2� Xz L Y � N O W dV J � O Uj rn O w 'E a (Un) -°a O JOB NO. 0 02008 0 c 6 01, SCALE ° .N AS NOTED a � � L C N SHEET NO. a a) 0 �a tom- 3 LEGEND FLOODING AND/OR DEiGRADATON OF THE STREAMS A CONTRIBUTION TO ROADS i EXIS77NG CULVERT STRAW BAIL BARRIER CUL VERT 0 DROP INLET & S7RUC7URE NO. 3.09 CURB PS CURB & GUTTER 3.13 PROPOSED PAVEMENT ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETA77VE AND STRUCTURAL EC -3A DITCH 6" DEPTH OF EC -3A DITCH �- EC -2 D/ TCH 6" DEPTH OF EC -2 DITCH „•,•,• EARTH DITCH 3.05 DRIVEWAY CULVERT ) BENCH MARK 3.02 CLEARING LIMITS S VDOT STANDARD STOP SIGN 200 EXIS77MG CONTOUR 200 PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVA77ON TO THE FINAL INSPEC77ON. TSC DENOTES TOP/BACK OF CURB DIVERSION TIB DENOTES TOP OF BOX EROSION CONTROL VIRGYNIA EROSION & SEDIMENT CON 7ROL HANDBOOK SPECRCA770M NUMBER GENERAL NOTES FLOODING AND/OR DEiGRADATON OF THE STREAMS A CONTRIBUTION TO DESCRIPTION OF EROSION & SEDIMENT (STBI JDV rm-r'�-Ti STRAW BAIL BARRIER 3.04 DDS TEMPORARY DIVERSION DIKE 3.09 3.12 PS TEMPORARY SEDIMENT TRAP 3.13 SB ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETA77VE AND STRUCTURAL SEDIMENT BASIN 3.14 lP �- INLET PR07EC77ON 3.07 3.08 DC SIL T FENCE 3.05 CE ) CONSTRUCTION ENTRANCE 3.02 CD © CHECK DAM 3.20 GENERAL NOTES FLOODING AND/OR DEiGRADATON OF THE STREAMS A CONTRIBUTION TO DESCRIPTION OF EROSION & SEDIMENT FD 8TEMPORARY �`0. FILL DIVERSION 3.10 SI*- BEIGHTS DEVELOPMENT CORPORATION DIVERSION 3.12 PS PS PERMANENT SEEDING 3.32 ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETA77VE AND STRUCTURAL IT /S ANTICIPATED TO USE CONSTRUCTION ENTRANCES, DIVERS/0N DIKES, EXIS77NG TOPSOILING 3.30 CIP TELEPHONE.- (434) 245-0100 CULVERT INLET PRO TEC 77ON 3.08 DC OC DUST CONTROL 3.39 TSD " 1 TEMPORARY SLOPE DRAIN 3.15 SAS CHARLOTTESVILLE, VIRGINIA 22902 SAFETY FENCE 3.01 TELE. (434) 293-3719 THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK TEMPORARY RIGHT-OF-WAY 3.11 TO THE FINAL INSPEC77ON. PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL DIVERSION ES -3.• ALL EROSION AND SEDIMENT CON7ROL MEASURES ARE TO BE PLACED GENERAL NOTES FLOODING AND/OR DEiGRADATON OF THE STREAMS A CONTRIBUTION TO DESCRIPTION OF EROSION & SEDIMENT ALBEMARLE COUNTY NOTES 1. 0KNER\DEVEL OPER. MARCH MOUNTAIN PROPER77ES L.L.C. THE PRO -MA TA SHARE PROGRAM WILL ALSO BE MADE TO COMPENSATE CONTROL MEASURES: BEIGHTS DEVELOPMENT CORPORATION FOR EROSION CONTROL c/a MR. GAYLON BEIGHTS FOR THE RUN-OFF TO THE REGIONAL POND. SEE THE ATTACHED EROSION AND SEDIMENT CONTROL MEASURES: 800 E. JEFFERSON STREET ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETA77VE AND STRUCTURAL IT /S ANTICIPATED TO USE CONSTRUCTION ENTRANCES, DIVERS/0N DIKES, EXIS77NG CHARLOT7ESVILLE, VIRGINIA 22902 EROSION AND SEDIMENT CONTROL PRAC77CES WILL BE iCONSTRUC7ED SEDIMENT BASINS, AND SILT FENCES WILL BE INSTALLED TO CONTROL SURFACE DRAINAGE. TELEPHONE.- (434) 245-0100 AND MAINTAINED ACCORDING TO MINIMUM STANDARDS ,AND TEMPORARY SEEDING WILL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE FAX: (434) 245-0300 SPECIRCA77ONS OF THE _VIRGINIA EROSION AND SEDIMENT CONTROL AC77W77ES. TEMPORARY STOCKPILE AREAS IMLL BE MAINTAINED FROM TOPSOIL THAT WILL 02008 HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROS/ON AND BE S7R/PPED FROM AREAS TO BE GRADED AND STORED FOR LATER SPREADING. 2. ENGINEER: COLLINS ENGINEERING 800 E. JEFFERSON S7REET SEDIMENT CONTROL REGULATIONSS, ES -2: THE PLAN APPROVING AUTHORITY MUST BE N077FIED ONE WEEK STOCKPILE LOCA77ONS SHALL BE ON S/7E. AND SHALL BE STABIUZED WITH A TEMPORARY CHARLOTTESVILLE, VIRGINIA 22902 PRIOR TO THE PRE-CONS7RUC77ON CONFERENCE, ONE WEEK PRIOR TO VEGETA77VE COVER. PERMANENT SEEDING WILL BE PERFORMED FOR ALL AREAS WHICH TELE. (434) 293-3719 THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK WILL NO LONGER BE EXCAVATED AND WHERE CONSTRUCTION AC77W77ES HAVE CEASED. E-MAIL: ScottOCollins-Engineering.comPRIOR TO THE FINAL INSPEC77ON. PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL CONTACT: MR.. SCOTT COLLINS ES -3.• ALL EROSION AND SEDIMENT CON7ROL MEASURES ARE TO BE PLACED BE LEFT DORMANT FOR A YEAR OR MORE. SELECTION OF SEED MIXTURE WILL DEPEND ON PRIOR TO OR AS THE FIRST STEP /N CLEARING. 774E 77ME OF YEAR APPLIED. ,3 TAX MAP NO.: 055EO-01-00-000A1 ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT MARCH MOUNTAIN PROPER77ES LLC 800 E. JEFFERSON S7REET SHALL BE MAINTAINED ON 774E S17E AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVl77ES IN AREAS 07HER DORMANT FOR MORE THAN SEVEN DAYS THESE AREAS SHALL BE SEEDED WITH FAST CHARLOTTESVILLE, VIRGINIA 22902 77 -IAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIM17ED TO, GERMINATING VEGETA77ON IMMEDIATELY FOLLOWING GRAD/NG OF 77-IOSE AREAS. SELEC77ON FER77LIZER - 600 LBS./ACRE OF 15-30-15 OFF-SITE' BORROW OR WASTE AREAS), 774E CONTRACTOR SHALL OF SEED MIXTURE WILL DEPEND ON THE 77ME OF YEAR APPLIED. 4. ZONING : NMD NEIGHBORHOOD MODEL DISTRICT SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER CONSTRUC770N ENTRANCE. * IN ACCORDANCE WITH TABLE 7 IN THE CODE OF DEVELOPMENT, FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. A STABIUZED PAVED CONSTRUCTION ENTRANCE WITH A WASH RACK LOCATED AT POINTS BLOCK 4 HAS NO MIMIMUM SETBACKS. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLA77ON OF ANY OF VEHICULAR INGRESS AND EGRESS ON A C01VS7RUC77ON SITE TO REDUCE THE IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO ADD177ONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT AMOUNT OF MUD 7RANSPORIED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR 5. USE: MEDIUM -DENSITY MIXED-USE DEVELOPMENT EROSION EROSION AND SEDIMENTA77ON AS DETERMINED BY 774E ,PLAN RUNOFF 0IP7-"rP ROUGHENING lS REQUIRED WHEN TUE AREA IS AUTHORITY ES -7.• ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONSMUC77ON EN7RANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE 6. NUMBER OF LOIS. • 2 CONTROL MEASURES AT ALL 77MES DURING LAND DISTURBING THE AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS 7 U77LI77ES. SEWER: COUNTY SEWER - AVAILABLE ON THE SITE AC77W77ES AND DURING S17E DEVELOPMENT UN77L FINAL STABIUZA77ON SILT FENCE WA7FR: COUNTY WA7ER - AVAILABLE ON THE S17F IS ACHIEVED. A 7E41PORARY SEDIMENT BARRIER CONSIS77NG OF A SYN7HE77C FILTER FABRIC STRETCHED ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN ACROSS AND ATTACHED TO SUPPOR77NG POSTS AND ENTRENCHED TO INTERCEPT AND 8. SUBDIVISION STREETS.CURB & GUT7ER (PUBLIC ROADS) APPROVED WATER FILTERING DEVICE. DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION 9. DRAINAGE D/S7RICT LICKINGHOLE DRAINAGE BASIN ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONMOL MEASURES OPERA77ONS /N ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE TO DECREASE 10. WA 1FRSHED: S. R/VANNAI RESERVOIR - WA lE`R SUPPLY PROTEC770N AREA PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE THE VELOCITY OF SHEET FLOWS AND LOW -TO -MODERATE LEVEL CHANNEL FLOWS. THE 11. TOPO & SURVEY PROVIDED BY JENNINGS-S7EPHENSON, PC. IN DECEMBER EFFEC77VENESS OF THE EROSION CON7ROL DEVICES SHALL BE MADE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY IMMED/A 7FLY. OF 2'006. SHALL BE INSPECTED IMMEDIATELY AF7ER EACH RAINFALL AND MAINTAINED IN 12. CON7RACTOR SHALL VERIFY LOCA77ON AND ELEVATION OF ALL UNDERGROUND EROSION CONTROL NOTES(ALBrEmARLE COUNTRY) ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CON7ROL HANDBOOK (VESCH). U77LI77ES SHOWN ON PLANS /N AREAS OF CONS7RUC77ON PRIOR TO STARTINGPERMANENT STABILIZATION: WORK. CONTACT ENGINEER IMMEDIATELY IF LOCA 77ON OR ELEVATION IS 1. THE PLAN APPROVING AUTHORITY MUST BE N077FIED ONE WEEK PRIOR TO THE THE ESTABLISHMENT OF PERENNIAL VEGETA77VE COVER ON DISTURBED AREAS BY DIFFERENT FROM 1UAT SHOWN ON PLANS, IF THERE APPEARS TO BEA PRE-CONST}RUCRON CONFERENCE, ONE WEEK PRIOR TO TINE COMMENCEMENT OF PLAN77NG SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED CONFLICT OR UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON THE PLANS. LAND DIS7URB/NG ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND AREAS TO PERMANEN77 Y STABILIZE DISTURBED AREAS /N A MANNER THAT /S MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIRCA77ONS OF THE ECONOMICAL, ADAPTABLE TO S17E CON0177ONS, AND ALLOWS SELEC77ON OF THE MOST * COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTORS VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA APPROPRIATE PLANT MATERIALS TO IMPROVE WILDUFE HABITAT. TO ENHANCE NATURAL WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE W1774 LAWS AND REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. BEAUTY. UPON COMPLE77ON OF CONSTRUCTION AC771477ES, ALL AREAS WILL RECEIVE A REGULATIONS WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY J. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO PERMANENT VECETA77VE COVER. CONSTRUC77ON STARTED PRIOR TO PLAN APPROVAL.OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE TEMPORARY SEEDING. 774E ESTABLISHMENT OF A TEMPORARY VEGETA77VE COVER ON DISTURBED AREAS BY EROSION & SEDIMENT MAINTAINED ON THE S17E AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING AC771477ES IN AREAS OTHER THAN SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION INDICATED ON 774ESE PLANS (INLUD/NG, BUT NOT LIM17ED TO, OFF-SITE BORROW AND SEDIMENTA77ON BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO CONTROL MEASURES. OR WASTE AREAS), THE CON7RACTOR SHALL SUBMIT A SUPPLEMENTARY HNAL GRADE FOR A PERIOD OF MORE THAN 30 DAYS TO REDUCE DAMAGE FROM EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE S7RUCTURAL EROSION AND SEDIMENT CONTROL PRAC77CES SHALL BE IN PLAN APPROVING AUTHORITY. PR07EC77ON TO BARE SOILS EXPOSED DURING CONS7RUCT70N UNTIL PERMANENT ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 6. THE CONTRACTOR /S RESPONSIBLE FOR INSTALLATION OF ANY ADD177ONAL VEGETA77ON OR 0774ER EROSION CONTROL MEASURES CAN BE ESTABLISHED. STRUCTURAL PRAC77CES USED /N THIS SEC77ON CONSIST OF THE FOLLOWING. EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND 2UST CONTROL: , SEDIMENTA77ON AS DETERMINED BY THE PLAN APPROVING AUTHORITY REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOL177ON 1. CONSTRUCTION ENTRANCE, ALBEMARLE COUNTY DETAIL - ENTRANCE TO BE Z ALL D/S7URBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AND CONSTRUC770N AC77W77ES LOCATED TO PREVENT TRACKING OF MUD ONTO EXIS77NG MEASURES AT ALL 77MES DURING LAND DISTURBING AC77W77ES AND DURING SITE TO PREVENT SURFACE AND A/R MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND 2. SILT FENCE, STANDARD AND SPECIFlCA77ONS 3.05 - SILT FENCE TO BE DEVELOPMENT UN77L FINAL STABILIZATION IS ACHIEVED. REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH PLACED WHERE SHOWN ON THE PLANS OR AS FIELD COND177ONS WARRANT. 8. DURING DEWATERING OPERATIONS, WA7ER WILL BE PUMPED INTO AN APPROVED FENCE ALONG S7REAMS & CREEKS OR SILT FENCE ENCOMPASSING STOCK PILES FIL 7ERING DEVICE. HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. SHALL HAVE WIRE BACKING. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR J. TEMPORARY DIVERSION DIKE, STANDARD AND SPECIFICA77ON 3.09 - PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY MOVEMENT OF DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN 7EMPORARY DIVERSION DITCHES TO BE CONSTRUCTED WHERE SHOWN ON PLANS. NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFIEC77VENESS OF 171E ACCORDANCE WITH THE VESCH. 4. INLET PROTEC77ON STANDARD AND SPECIF7CA77ONS 3.07 - INLET PR07EC77ON TO EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY: TEMPORARY DIVERSION DIKE, BE PLACED WHERE SHOWN ON THE PLANS OR AS FIELD CONDITIONS WARRANT. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING 5. CULVERT INLET PRO7EC77ON STANDARD AND SPECIFICA77ONS 3.08 - CULVERT INLET PR07EC77ON TO BE PLACED WHERE SHOWN ON 774E PLANS OR AS FIELD AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH DISTURBED AREA WHICH DIVERTS OFF-S/7E RUNOFF AWAY FROM UNPROTECTED SLOPES COND177ONS WARRANT. FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, S7UMPS, WOOD, AND TO A STABIUZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT 6. TEMPORARY SEDIMENT TRAP, STANDARD AND SPECIFICA77ON 3.13 - RUBBISH, AND OTHER DEBRIS. 7RAPP/NG STRUCTURE. MAXIMUM EFFEC77VE LIVE IS 18 MONTHS. TEMPORARY SEDIMENT TRAP'S ARE TO BE LOCATED AS SHOWN ON THE PLANS 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF ROCK CHECK DAYS,• COMPLE77ON PER ZONING ORDINANCE SEC77ON 5.1.28. SMALL, TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE 7. OUTLET PR07EC77ON STANDARD AND SPECIFICA77ON 3.18 -OUTLET 3. ALL INERT MATERIALS SHALL MP TION 1 L BE TRANSPORTED IN COMPLIANCE V{?7N SEC THE VELOCITY OF CONCENTRATED FLOWS, REDUCING EROSION OF INE SWALE OR DITCH. PROTECTION TO BE PLACED AS SHOWN ON THE PLANS PUBLIC ROADS. 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE' ACTIVITY INVOLVING /NDUS7R/AL-TYPE POWER R UMI7ED TO USE IN SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS; SHOULD 8. ROCK CHECK DAMS, STANDARD AND SPECIFICA77ON 3.20 - ROCK CHECK EQUIPMENT SHALL BE LIM17ED TO THE HOURS OF 7.•00 ASM TO 9:00 NOT BE USED IN LIVE STREAMS. DAMS ARE TO BE PLACED IN OU77 ALL DITCHES AS SHOWN ON THE PLANS 15. BORROW, FILL OR WASTE AC77VITY SHALL BE CONDUCTED /N A SAFE MANNER STORM DRAIN INLET PROTECTION. 9. TEMPORARY SEDIMENT BASINS, STANDARD AND SPECIFICA770M 3.14 - THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MIN/MIRE ANY HAZARD TO 714E INSTALLA77ON OF VARIOUS KINDS OF SEDIMENT TRAPPING MEASURES AROUND DROP SEDIMENT BASINS SHALL BE CONS7RUC7ED AS SHOWN ON THE EROSION CONTROL PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMIPROVEMEN7S, AND INLETS OR CURB INLET S7RUC7URES PRIOR TO PERMANENT STABILIZA77ON OF THE PHASING PLANS ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DAMAGE TO ANY PUBLIC S7REET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. DISTURBED AREA, LIM17ED TO DRAINAGE AREAS NOT EXCEEDING ONE ACRE, AND NOT PLACED AS THE FIRST PHASE OF ANY LAND DISTURBING ACTIVITIES. 774EY 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, .MAINTAIN, REMOVE OR INTENDED TO CONTROL LARGE, CONCENTRATED STORMWATER FLOWS SHALL BE CHECKED DAILY AND AF7ER EACH SIGNIFICANT RAINFALL EVENT. CONVERT TO PERMANENT STORMWATER MANAGEMENT FACIU 77ES WHERE TEMPORARY SEDIMENT TRAP. THEY SHALL BE CLEANED, REPAIRED OR REPLACED AS NECESSARY THROUGHOUT APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WJTH A THE CONSTRUCTION PHASE SOF THIS PROJECT. THE FOLLOWING I7EMS REQUIRE REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR 07HER POR77ON OF PAR77CULAR CHECKING., 774E PROPERTY. STONE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT -LADEN RUNOFF FROM 1. SILT FENCE SHALL BE CHECKED REGULARLY FOR UNDERMINING OR I Z TEMPORARY STABILIZA77ON SHALL BE TEMPORARY SEEDIMG AND MULCHING. SMALL DISTURBED AREAS FOR ENOUGH 77ME TO ALLOW MOST TO THE SUSPENDED SOLIDS DETERIORATION OF 7HE FABRICC, SEDIMENT SHALL BE REMOVED WHEN SEEDING /S TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO TO SETTLE OUT. MAXIMUM EFFEC77VE LIFE IS 18 MONTHS THE LEVEL OF THE S'ED/MENT DEPOS177ON REACHES HALFWAY TO 774E FEBRUARY TO CONSIST A JS MIX OF ANNUAL RYGRASS AND CEREAL WINTER RYE, TEMPORARY SEDIMENT BASIN. - TOP OF 774E BARRIERS. OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH A TEMPORARY BARRIER OR DAM WITH CONTROLLED STORMWA7ER RELEASE STRUCTURES 2. ROCK CHECK DAMS WILL BE CHECKED REGULARLY FOR SEDIMENT AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH US TO BE APPLIED AT WHICH IS FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A BUILDUP. WHEN SEDIMENT HAS REACHED HALFWAY UP THE UPSTREAM 80LBS/100SF. ALTERNATIVE'S ARE SUBJECT TO APPROVAL BY THE COUNTY DRA/NAGEWAY. IT IS USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS SIDE, IT SHALL BE CLEANED OUT. EROSION CONTROL INSPECTOR. 3 ACRES OR GREATER FOR ENOUGH 77ME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO J. TEMPORARY SEDIMENT 7RAPS WILL BE CHECKED REGULARLY FOR 18. PERMANENT STABILIZA77ON SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, SETTLE OUT. IT CAN BE CONSIRUCIFD ONLY WHERE (HERE /S SUFFICIENT SPACE AND SEDIMENT BUILDUP. WHEN THE SEDIMENT HAS ACCUMULATED TO ONE AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE' APPLIED AT UM APPROPRIATE TOPOGRAPHY MAXIMUM EFFECTIVE URE IS 18 MONTHS UNLESS DESIGNED HALF THE DESIGN VOLUME OF THE WET STORAGE IT SHALL BE REMOVED 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FER77LIZER AS A PERMANENT POND BY A QUUIED PROFESSIONAL. AND THE TRAP RESTORED TO 17S ORIGINAL VOLUME. SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT OUTLET PR O1PREC71 MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBSIACRE AND CONSIST OF ET I 0N: A - Off O 959 KENTUCKY 31 OR TALL FESCUE AND 0-5X PERENNIAL RYGRASS OR 774E INSTALLATION OF R/PRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW CONSTRUCTION OF THIS PROJECT WILL HAVE AN EFFECT IN PEAK RUN-OFF KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS1100SF. STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER-CUT7NG FROM SCOURING AT RAZES DUE TO AN INCREASE IN QUAN77TY AND VELOCITY OF THE RUN-OFF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL OUTLETS AND TO REDUCE FLOW VEL OC/77ES BEFORE STORMWA7ER ENTERS RECEIVING THE IMPERIOUS AREA ✓S BEING INCREASED DUE TO THE C0NS7RUC770N OF INSPECTOR. CHANNELS BELOW THESE OUTLETS. THE ROADS AND HOUSES. HOWEVER, MUCH OF THE RUN-OFF IS BEING 19. MAINTENANCE.• ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH CULVERT INLET PROTECTION. DIVERTED TO A BIO-RE7ENE77ON FACILITY, WHICH WILL SASSIEST IN RAINFALL. ANY DAMAGE OR CLOGGING TO S7RUC7URAL MEASURES IS TO BE A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS WHICH PREVENTS DECREASING THE RUN-OFF VELOCITY FROM THE PROJECT SITE. THIS REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED, WHEN 509 OF THE SEDIMENT FROM ENTERING, ACCUMULATING /N AND BEING 7RANSFERRED BY THE CULVERT. MEASURE WILL HELP PROTECT LICK/NGHOLE CREEK BY CONTAINING THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE IT ALSO PROVIDES EROSION CONTROL AT CULVERTS DURING THE PHASE OF A PROJECT FIRST FLUSH. THE B/01 -RETENTION POND WILL FILTER AND DRAIN THE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND' OF GRASS. SILT FENCE WHERE ELEVATIONS AND DRAINAGE PATTERNS ARE CHANGING, CAUSING ORIGINAL CONTROL RUN-OFF AT A REDUCED VELOCITY. THIS WILL HELP PREVENT DOWNSTREAM AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT' TO HALF THEIR HEIGHT MEASURES TO BE INEFFEC7TVE FIN F y-vmrv,lvt:: THE PURPOSE OF THE LAND DISTURBING ACTIVITY IS TO CREATE A RESTAURANT AND RELATED PARKING LOT ON BLOCK 28 AT OLD 7RAIL. IN ADDITION, THIS PROJECT TIES INTO CLAREMONT LANE, WHICH IS ACCESSED FROM OLID TRAIL DRIVE WHICH CONNECTS TO ROUTE 250 AND TO JARMAN'S GAP. THIS PROJECT WILL CONTAIN APPROXIMATELY 1.09 ACRES OF LAND DISTURBANCE. EXIS77NG SITE CONDI TIONS AT PRESENT, BLOCK 2B /S A VACANT FIELD ON THE PREVIOUSLY DEVELOPED BLOCK 2 PROPERTY, WHERE THE PIEDMONT RE77REMENT COMMUNITY EXISTS THE EXISTING S17E IS EAST OF OLD TRAIL DRIVE, AND DRAINS TO AN EXIS77NG SEDIMENT BASIN INSTALLED WITH BLOCK 2. THE PROJECT S17E IS NOT WITHIN THE FLOODPLAIN OR S7REAM BUFFERS, BUT BOTH ARE WITHIN CLOSE PROXIMITY OF THE SITE. ADJACENT AREAS: THIS S17E IS BORDERED BY THE OLD 7RAIL VILLAGE BLOCK 1 VILLAGE CENTER AND CLAREMONT LANE TO THE WEST, PIEDMONT RE77REMENT COMMUNITY TO THE NOR77-1 AND EAST, AND BLOCK 13 AND GOLF DRIVE TO THE SOUTH. EROSION CONTROL MEASURES SUCH AS SEDIMENT BASINS, SILT FENCES, AND DIVERSION DIKES SHALL BE U77LIZED TO CONTAIN THE LAND DISTURBANCE AC77V7TY AND PROTECT THE DOWN STREAM PROPERTY, LICK/NGHOLE CREEK. OFFS17E LAND DISTURBANCE - NONE. CRI77CAL AREAS.• THE MAJORITY OF 714E LAND DISTURBANCE AC77W77ES ARE ASSOCIATED WITH 774E ROAD CONS7RUC770N AND LOT GRADING CONSTRUCTION. EROSION CONTROL MATS MAY NEED TO BE INSTALLED IN CERTAIN AREAS TO REDUCE EROSION OF THE STEEP SLOPES WHILE VECETA77ON IS BEING ESTABLISHED. CRI77CAL SLOPES ARE BEING DISTURBED FOR THE SEDIMENT BASIN AND BIORLMR. SEQUENCE OF CONS7RUCON: 1. N077FY ALBEMARLE COUNTY ENGINEERING AND EROSION CON7ROL INSPEC77ONS DEPARTMENT TO SCHEDULE A PRE-CONSTRUC770N MEE77NG AS REQUIRED. Z FLAG THE CLEARING LIM17S AND S7REAM BUFFER LIMITS TO DEFINE THE AREA OF DISTURBANCE. 3 NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONS7RUC770N PROCESS WITHOUT THE APPROVAL FROM THE INSPECTOR ON THE PROJECT. 4. INSTALL THE PAVED CONSTRUCTION ENTRANCE AND WASH RACK LOCATED AT 774E EN7RANCE TO CLAREMONT LANE AS SHOWN ON THE PLANS CONSTRUC770N ENTRANCES WHERE CONSTRUCTION VEHICLE ROUTE'S INTERSECT PAVED 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 PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND 7RANSPOR77NG TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED /N 77415 MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND DISTURBING AC77V777ES THE PAVED SEC77ON AND GRAVEL SEC77ON OF THE CONSTRUCTION EN7RANCE SHALL EXTEND UP TO THE STAGING AREA. 5. INSTALL THE IN177AL CONSTRUCTION MEASURES AS SHOWN ON 774E EROSION CONTROL PLAN. INSTALL SILT FENCES AS SHOWN ON 774E PLAN. THE EXISTING SEDIMENT BASIN TO THE NORTH EAST OF THE S17E SHALL BE UTILIZED THROUGHOUT THE GRADING OPERA77ON OF THE PROJECT. DIVERSION DIKES AND STORM SEWER, BOTH PERMANENT & TEMPORARY SHALL BE USED TO DIVERT RUN -OFT' INTO THE BASIN. ENSURE POS177VE DRAINAGE IN THE DIREC77ON AS SHOWN ON THE EROSION CONTROL PLAN. SEDIMENT BASINS AND TRAPS, PER/METER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FUNC77ONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 6. IN ADD177ON TO ENSURING THAT THE PAVED CONSTRUCTION ENTRANCE AND PERIMETER CONTROLS ARE INSTALLED, INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON THE EROSION CONTROL PLAN. Z ONCE ALL THE EROSION CONTROL 17EMS HAVE BEEN INSTALLED AS SHOWN ON THE EROSION CONTROL PLAN AND THE COUNTY INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES, THE CONTRACTOR CAN CLEAR AND GRADE THE SITE: STABILIZA77ON MEASURES SHALL BE APPLIED TO EAR774EN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 8. ROUGH GRADE THE S17E TO 774E CONTOURS AS SHOWN ON 774E EROSION CONTROL PLAN. 9. IN ADDITION, SPECIAL CARE SHOULD BE GIVEN TO ANY GRADING ACTIVITY NEAR EXIS77NG ROADS AND S1 7E FEATURES. 10, GRADE OUT THE REMAINDER OF THE SITE AND GRADE THE ROADS AS SHOWN ON 7HE EROSION CONTROL PLAN. INSTALL 774E REMAINING STORM SEWER FOR THE PROJECT, USING INTERMEDIATE INLET PROTECTION TO PR07ECT THE END OF THE PIPES. INSTALL OU77-ET PR07EC77ON AS SHOWN ON THE PLANS. 11. FINEGRADE, INSTALL CURB & GUTTER, INSTALL SIDEWALKS, SEED, AND FER77LIZE THE DENUDED AREAS INSTALL INLETS AND INSTALL INLET PR07EC77ON AS SHOWN ON 774E PLANS 12 PERMANENT OR TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY POR77ON OF THE SITE. TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS 77 -IAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS PERMANENT STABILIZA77ON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 13. INSTALL STONE BASE AND PAVE THE PARKING LOT. 14. ONCE THE S17E IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE THE EROSION CON7ROL MEASURES. NO 17EM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE STABIUZED AND THE COUNTY INSPECTOR GIVES PERMISSION. 15. MAINTAIN ALL EROSION CONTi?OL MEASURES AS SPECIFIED /N THE VIRGINIA EROSION AND SEDIMENT CON7ROL HANDBOOK, REMOKiG ONLY WHEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE WITH` THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 16. ALL 7EMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SI7F STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS 0774ERW7SE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. 7RAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESUL77NG FROM THE DISPOS177ON OF 7EWPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTA 770N. PERMANENT STABILIZATI FLOODING AND/OR DEiGRADATON OF THE STREAMS A CONTRIBUTION TO MUST BE CLEANED AND REPAIRED IMMEDIATELY. PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS THE PRO -MA TA SHARE PROGRAM WILL ALSO BE MADE TO COMPENSATE 20. ALL TEMPORARY EROSION AND SEDIMENT CON7ROL MEASURES ARE TO BE SAFETY FENCE.• PER THE PERMANENT STABILIZA77ON OF THIS EROS/ON & SEDIMENT FOR THE RUN-OFF TO THE REGIONAL POND. SEE THE ATTACHED REMOVED W/7H/N 30 DAYS OF FINAL S17E STAB/L/ZA770N, WHEN MEASURES ARE A PROMC77VF BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROS/ON STORMW47ER MANAGEMENT PLAN FOR FURTHER DETAILS AND DESIGN NO LONGER NEEDED, SUBJECT TO APPROVAL BY 774E COUNTY EROSION CONTROL CONTROL MEASURE, CON7ROL NARRATIVE. INFORMA 770N. INSPECTOR. 02008 0 AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE TEMPORARY SEEDING: SCALE S17E WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VDOT C AIIA ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EX7ENDED PERIODS OF 77ME TO CON7ROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO FERTILIZER SHALL BE APPLIED AS 600 LBS /ACRE OF 10-20-10 STANDARDS. THIS SHALL CONSIST OF THE FOLLOWING; SHALL BE SEEDED WITH FAST GERMINATING 7E-MPORARY VEGETA 77ON IMMED/A TEL Y GERM/NA 7E. AND GROW. SEEDBED PREPARA 77ON IS ESSEN77AL. (14 LBS/1, 000 SQ. FT.) OR EQUIVALENT NU7RIENTS. LIME AND TOPSOIL - 2" DEP77-1, LIME - 2 TONS/ACRE, FOLLOWING GRADING. SELEC77ON OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR FER77LIZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 FER77LIZER - 600 LBS./ACRE OF 15-30-15 SOIL DESCRIPTION AND WILL BE APPLIED TO DISTURBED ARES THAT WILL NOT BE BROUGHT TO FINAL GRADE AN EVALUATION SHOULD BE CONDUCTED TO DE7ERM/NE IF LIME IS NECESSARY INCHES OF THE SOIL IF POSSIBLE. SEED - ERNST 5311 CONSERVA170N SEED MIX - ERNMX-114 (45 25B -DYKE- SIL. LOAM- 29 TO 79 SLOPES THIS SOIL IS DEEP, GENTLY WITH/N 30 DAYS FOR TEMPORARY SEEDING. TABLE 3.31A MAY BE USED TO �DE7ERMINE THE ACTUAL NEED ALONG WITH SUGGESTED APPLICA77ON RATES: IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO LBS ACRE PENNLAWN CREEPING RED FESCUE 375 LBS/ACRE ARGILS PLANTS SHOULD BE SELEC7E"D APPROPRIATE 750 THE SEASON AND S17E CONDITIONS FROM 0IP7-"rP ROUGHENING lS REQUIRED WHEN TUE AREA IS ./ SLOPING, WVELL DRAINED SOIL ON BROAD, CONVEX FOOT SLOPES AND TABLES 3.31B AND 3.31C. NOTE" THAT TABLE .331B PRESENTS PLANTS WHICH CAN BE KENTUCKY BLUEGRASS, 37.5 LBS/ACRE PARK KENTUCKY BLUEGRASS, 15 COLLUVIAL FANS. SLOPES ARE SMOOTH AND ABOUT 300 TO 1000 FEET LBS/ACRE ANNUAL RYEGRASS & 15 LBS./ACRE PLEASURE PERENNIAL LONG. AREAS OF 77 -IIS SOIL ARE LONG AND WIDE. THEY RANGE FROM 5 USED WITHOUT EX7E'NSIVE EVALUA77ON OF S17E CONDITIONS; TABLE 3.31C PRESENTS AFTER 7NESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND TO ABOUT 30 ACRES THE SURFACE LAYER OF 774/5 SOIL IS DARK MORE IN-DEPTH S. INFORMA77ON ON THE PLANT MATERIAL MAINTAINED ON A REGULAR BASIS MAINTENANCE.• IN GENERAL, ALL EROSION AND SEDIMENT CON7ROL MEASURES WILL BE CHECKED DAILY AND AF7ER EACH SIGNIFICANT RAINFALL. SPECIFIC AT7E'N77ON WILL BE GIVEN TO THE FOLLOWING ITEMS A. SEDIMENT BASINS AND/OR 7RAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE W177-1 THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. B. ALL GRAVEL OU77-ETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP 774A T WILL PREVENT PROPER DRAINAGE. IF 774E GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DE7ERIORA77ON OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOS/77ON REACHED HALF WAY TO THE TOP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THA T A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER77LIZED AND RESEEDED AS NEEDED. REDDISH BROWN SILT LOAM ABOUT 8 INCHES THICK. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE SURFACE RUNOFF IS MEDIUM. IME HAZARD OF EROSION IS MODERATE. THIS SOIL HAS GOOD 77L TH. 36C-HAYESWLLIE-LOAM- 79 TO 15X SLOPES. THIS SOIL IS DEEP, WELL DRAINED, AND S7RONGL Y SLOPING. IT IS ON NARROW CONVEX R/DGETOPS AND SIDE SLOPES SLOPES ARE SMOOTH AND ABOUT 200 TO 600 FEET LONG. AREAS OF THIS SOIL ARE LONG AND WINDING. 77-IEY RANGE FROM 5 TO ABOUT 50 ACRES. THE SURFACE LAYER OF THE SOIL IS BROWN AND STRONG BROWN ABOUT 7 INCHES THICK. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. THE SOIL HAS GOOD 77LTH. 37D3-HAYE'SV1LLE-CLAY LOAM -159 TO 25X SLOPES, SEVERELY ERODED. THIS SOIL IS DEEP, WELL DRAINED, AND MODERA TEL Y STEEP. IT /S ON SIDE SLOPES THAT BORDER SMALL DRA/NAGEWAYS SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG. AREAS OF THIS SOIL ARE LONG AND WINDING. THEY RANGE FROM 3 TO ABOUT 20 ACRES 26C3 -DYKE-CLAY LOAM -7X TO 159 SLOPES, SEVERELY ERODED. THIS DEEP STRONGLY SLOPING, WELL DRAINED SOIL IS ON CONVEX SIDE SLOPES OF COLLUVIAL FANS SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG. AREAS OF THIS SOIL ARE LONG AND NARROW. THEY RANGE FROM 5 TO ABOUT 30 ACRES. TABLE 3.31-A LIMINE`, REQUIREMENTS FOR TEMPORARY SITES Reconumnded Application P -H Te of Agricultural Limestone below 4.2 3 trans per acre 4.2 to 52 2 tons per acre 52 to 6 1 ton per acre Source: Va. DSWC COMPACTED, CRUS7ED, OR HARDENED, 7HE SOIL SHALL BE LOOSENED BY D/SCING, RAKING, HARROW/NG, OR OTHER ACCEPTABLE MEANS. TRACKING WITH BULLDOZER CLEATS IS MOST EFFEC77VE ON SANDY SOILS. THIS PRAC77CE OFTEN CAUSES UNDUE COMPAC77ON OF 774E SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PLANT GROWTH AS EFFECTIVELY AS OTHER METHODS OF SURFACE ROUGHENING. SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1j INCHES DEEP. SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED NO MORE THAN 4 INCH DEEP. OTHER GRASSES AND LEGUMES SHOULD BE PLANTED FROM 4 INCH TO i DEEP. SEED/NGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. & SPEC. J. J5, EXCEPT THA T HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE. STRAW MULCH SHOULD BE USED DURING THESE PERIODS. AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE -SEEDED AS SOON AS _Sl104 ARFA_S ARF InFAIPFIFII SH SCOTT R. COLLINSZ Lic. No. 0357914t> > I _"/ t w4 z O a u U) C13 Lu c=n ® Z -1 O a b4 In I! a;z cC yz, M co N co d• O N N W _J W E-- 0 Q U i F- U) H W W F - Ix 0 C:) N H z w D z W Q z CL O CL 3: m N Y U O J CQ W iD J J H D J 43) U) 0 a a 0 D 0 Z o �z p o� w ~ z �z ow �Z 0 U J J C O 0- 0 0 0 0 3 0) VC 0 0 U Q Q) U .sU+ z� (CL)) 3 Q W ° L o Q- > x 0D o o QKYs Z c of Zw o w N z U).0 Ld 41z v Z L W z� J� O U U U 0 o � T � 0 a� U O a> U o v SHEET NO. 0-0 �a H 3 J O r- 0 uj � E U •- O JOB NO. 02008 0 a .N SCALE C AIIA 0 v SHEET NO. 0-0 �a H 3 ( 1 1 1 \ 1 , / k V-1 / I \ I , .. STREAM .. ... _ \ „ F I �< I 1 -/ , F BA NKS t�s=• _ -684 STREAM P. � I I t \ { t' i- � 1 i \ I 71 t \_ C! \ l`. I 1 ^ 5� A I ti jV .Frt: \'-. ...,r a .. ', ,,,. „ �, - �.e ., ,._- ,1. I I �i x. i ,s IYIS' t \ 1 \ \ :1 \ `, \\ \ I �r4V/ :sem T, { i \ I 1 t I> tJ , -a y - 3 F s-- r" { _ =a 1 \ I r \ f.n,2 tYyi., . I 3=� r' • J\ \ is I \ I I r�} i XL1 M:. • J f, ( I t, x, T. l' ,�I I M =1 \ _ }, A \ I 1 JAx i i / 1 - „ : _ M - , ' t 1 C / J I JO 1 \ A r r \ 1 �A 1 t J I �l J( - F'' F if `t \ \ / 11 \ t ti- RA`if{ / 7'^ 1 i 1 : ,J r'- l \' O 7 f } 5 1 1 „ - I : r.. , tr s C1 \ I V f t I 1 9 1 r µ, \ t t.. r 7 a 1 J 1 TH 0 r 'w SCOTT COLLINS tZ Lie. No. 035 791 � AQ A 1 S S INAL E O �((\ X%a . �t 5 F 3 n i \ J N } l 2, r {/ i \ 4 : „ { L / �n J/ \ J' i.S \ 7 ' , ' vl / r LS t -E EA � - - r •rY 7 b , s : t , Ab N' x G t n... �. :. . :s�WETLANDSLIMITS OF p P \ \' _ _ i \ \, r \ \ J �% X 2 \ \ I _ , - TY \ z Lr ! 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AFETY _NCE / �/•� - — - - _ / _ „r � t - / _ / \ / f / z / / / �i f Y I N i % \ Aft `I'O C P SED - �NT BAS] ,/ 1 „ Ash 1M / / / AStN •, - / / t t / \ \ / / / I / SOILS -TL- S- - - - - - - - W lqr NSAROUND,BA Efh53FY.SAl RAD "WARNING CtUI l -SANT - _ \\ \ \ / �8 ( 260.3 -- -- , y c _ � : /' f TCEEP OUB ° : 65°/ / l \ J / 19 19 I IP I i y / Z A IPTI I T L9 IP 00 00 z rojtk ' — —— — — — \ \ _ IP F / ' i W C\IUJ LO S TYPE ® M -:� : '� :'i � ✓ / / / / / / � — ""_ _ - _ / r i t/ / / /9 CSATURB -2 C3 ,.r • 1'a I , / - .......:::: ro°~= Fie= � I II NNd _ I J v / R BLOCK K 2 �- i 1 F _ r / /M �i i.. / M \. M T / r W. P . =12.so ACRES ....�,.;�_.. , • \ r i 1 J / / / r / 3 L I 57 L _ O I I 1 I / - 9 / I N 6 1 _ / OC ., N I. 5 s / N ,.Y . v - , L• I •n: / I , I z L - - I I / / ,.:'.: : e• "i .: ♦.M1-, , : ems.: .. , � .�' PS I I , .' t • N x. 1. ! P - / _ 1 �4 I U / t c / P 1 Q \ / t . i'" Z P �.', - i / 'rte ,R� / I n., . 9 I I — / W Of / - At t i ^ I v �i . �' Ali', , • I• 1 I k P I J / I W I / \ I I / I I z t I _ • I J , , n• / >t I I t z - _ t a / _ _ W / , �r l' rr, — v - Z : t.."t R / J _ r W 9' / / {: r J / 0 O M / / / - � U F— V L IP \ � 0- f _ \ \ M M LP \ -IP M"=' M M M — /, M M O C �~ M M SF ' M M M M \ \ �I A f•TVCM]� M_ M M SF – N LV. r \ \ ' = - IP IP L9 (N W c TABLE 332-D - SI'!'E SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Ott 0� RW %,y L a� 7W id, j co Total Lbs. ate► ANWLr x► per Acre 7UTOTAL LIMITS OF wn �'' �' DISTURBANCE U,Carea.. .�, - /SOILS \ /, /l J ' -I TYPE FOR BLOCK 2B Commercial or Residential 175-2001bs. � � I =1.og ACRES x / `• is :I. \\.J 0 W \ rn \ L- W ! 1} a- / ' W Kentucky 31 or Turf-TYPe Tall Fescue 95-100% �dE ELEVA110N 2 r I M°° W .. 6 / I 6 . 7 Improved Perennial R1+egrass 0-5% I I 1 / a' \ +! o /6'-'_ / 6 / - KentuckyBluegrass 0-5% r (n - g ......._ to i. a _3 .. / !Ul CtC� Ql:4 c� a+ / I o j. 0 S j. i / EDGE I x n Z: / P14YT r 200-2501bs. - - / J Hi -Maintenance Lawn rM@Idt \cr_ s I i W wa / r - W� 1 I W I I {. z r ! _ W i / 100 o i I It Tall % t rf T� T t or Tu a Fescue Kentucky 31 I K u I / �t r i t �y YPe t ,�:. 0 i - t z i I ti) Ln anew 1 i t' M .-•i f General Sl. (3�1 or less) tY tom. P \ J x 1 i OC311imC ® z y / M � I 'f Jc 31 Fescue 128 lbs. I „ ii -1 0 Kentucky \\\ r r r r U \ yItad Top Grass 2Xbs r ! I'r _ . / 1 r r I r r r t r1 I r Ir { f - li+�*tN RrDiH �'1eA.IM.�,2r _ �-- I I -�vOa:\Seaconal Nurse Crop 20Ibs. s- BOCK in W r 150 1 s. tmeM Et�1�DiS 4AaLow-M inte ance S1 lSto mer than 3:11 P o,r I \ \\ 1 1 oI I I •' �:, I .�'- _-- i I -vATTACH FILTER FABRIC Q iT01� fL1 k�1 OF TO STAKES OR POSTS & v [f" Kentucky 31 Fescue 108 lbs. An OPCWM /�' EXTEND /T INTO TRENCH (` M I v Q kY &E' T t t 7Qt i _ — - — \ o r vv I Red Top Grass 2 lbs. H%VRANTT VON FROM . 1: i O J I WOODEN STAKE - \ ry I 1 I -Seasonal Nurse Crop " 20 Ibs. ��' �. proar� HIfD!'.ANT oR x Wiv r, \ \ ,� * Aam B, Am No 4' STEEL POST O ON I O � I _ - N —c./ N _ I Li'OWrivatCh �O lbs, Q -F £IDf:E �' PA1�M LENGTH 5' MIN, ._. _,. o e l l s I 150 lbs. K ( j \ ( / O L. V / I ' `' 1I I —jUse seasonal nurse crop in accordance with seedingdates as stated below. v O I �- / .S A -_A f,. - I ' FU •1—• -00 February 16th � Pn ....... Annual e\ I 4 X Foxtail Millet E 1 through August t .... .. w M st a u 5 .-, May thr 8 8u �Y c- `. b I' .. � i�f�" i/f 1 II� �.ry L �Ei C _ I •i U I� ���1{� e � Ann R � ' h through October ........... . ... . .... . Annual u st 16t be o A c� x - / FE T g Y E � ' lT $u o •r , s _ - _ _ . , ;... .: , .. :., ... :. •: ' . • ....:. ' :.. I EXCAVATED SOIL �:.:.:: cn -v _� - ., November through Fe 1 th .. .............. Winter Rye _ 36 Na emb t au February S , .. ', .. ,:., . • _. � ..• ,' .. •, , , :. '... g ary Y BACKFILLED AND '= -'. - I I _ _ v o • ° ' • •> COMPACTED _ ,., � -,. =.- JOB NO. M + « I 5 mem T - I r`- O ,1•. - _I I ull =- .. I' IIID _ Caw 02008 Substitute Sericea lespedezla for Crownvetch east of Farrnville, Va.(May _ "iii�in M through September use hulled Sericea, all other nods, use unhulied Sericea xrs I s AA/-__ I g P Pe ). 4"x4" TRENCH / Igoo N °' �'-M ----------------------------- - - _68 _ i If Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legume _ (U a // \\ / i I M M O co j n O [f � I SCALE v seed must be properly inoculated. Weeping Lovegrass may be added to any slope SIL T FENCE N N N N N I ��- \ —{M or low -maintenance mix during, warmer seeding periods; add 10-201bs./acre in SF W/ THOU T WIRE SUPPORT 3.05-2 — �Xf �' �' I _ _ c 1 —50 O S ) \ mixes. ----.- - - - - - - - - - - - - - SH O - NO SCALE x ✓' �' o - _ _ EET N n m OLD TRAIL DRIVE \ O , N M d r -f � .-•� r -i H \\.J 0 W \ rn \ L- W ! 1} a- / ' W Kentucky 31 or Turf-TYPe Tall Fescue 95-100% �dE ELEVA110N 2 r I M°° W .. 6 / I 6 . 7 Improved Perennial R1+egrass 0-5% I I 1 / a' \ +! o /6'-'_ / 6 / - KentuckyBluegrass 0-5% r (n - g ......._ to i. a _3 .. / !Ul CtC� Ql:4 c� a+ / I o j. 0 S j. i / EDGE I x n Z: / P14YT r 200-2501bs. - - / J Hi -Maintenance Lawn rM@Idt \cr_ s I i W wa / r - W� 1 I W I I {. z r ! _ W i / 100 o i I It Tall % t rf T� T t or Tu a Fescue Kentucky 31 I K u I / �t r i t �y YPe t ,�:. 0 i - t z i I ti) Ln anew 1 i t' M .-•i f General Sl. (3�1 or less) tY tom. P \ J x 1 i OC311imC ® z y / M � I 'f Jc 31 Fescue 128 lbs. I „ ii -1 0 Kentucky \\\ r r r r U \ yItad Top Grass 2Xbs r ! I'r _ . / 1 r r I r r r t r1 I r Ir { f - li+�*tN RrDiH �'1eA.IM.�,2r _ �-- I I -�vOa:\Seaconal Nurse Crop 20Ibs. s- BOCK in W r 150 1 s. tmeM Et�1�DiS 4AaLow-M inte ance S1 lSto mer than 3:11 P o,r I \ \\ 1 1 oI I I •' �:, I .�'- _-- i I -vATTACH FILTER FABRIC Q iT01� fL1 k�1 OF TO STAKES OR POSTS & v [f" Kentucky 31 Fescue 108 lbs. An OPCWM /�' EXTEND /T INTO TRENCH (` M I v Q kY &E' T t t 7Qt i _ — - — \ o r vv I Red Top Grass 2 lbs. H%VRANTT VON FROM . 1: i O J I WOODEN STAKE - \ ry I 1 I -Seasonal Nurse Crop " 20 Ibs. ��' �. proar� HIfD!'.ANT oR x Wiv r, \ \ ,� * Aam B, Am No 4' STEEL POST O ON I O � I _ - N —c./ N _ I Li'OWrivatCh �O lbs, Q -F £IDf:E �' PA1�M LENGTH 5' MIN, ._. _,. o e l l s I 150 lbs. K ( j \ ( / O L. V / I ' `' 1I I —jUse seasonal nurse crop in accordance with seedingdates as stated below. v O I �- / .S A -_A f,. - I ' FU •1—• -00 February 16th � Pn ....... Annual e\ I 4 X Foxtail Millet E 1 through August t .... .. w M st a u 5 .-, May thr 8 8u �Y c- `. b I' .. � i�f�" i/f 1 II� �.ry L �Ei C _ I •i U I� ���1{� e � Ann R � ' h through October ........... . ... . .... . Annual u st 16t be o A c� x - / FE T g Y E � ' lT $u o •r , s _ - _ _ . , ;... .: , .. :., ... :. •: ' . • ....:. ' :.. I EXCAVATED SOIL �:.:.:: cn -v _� - ., November through Fe 1 th .. .............. Winter Rye _ 36 Na emb t au February S , .. ', .. ,:., . • _. � ..• ,' .. •, , , :. '... g ary Y BACKFILLED AND '= -'. - I I _ _ v o • ° ' • •> COMPACTED _ ,., � -,. =.- JOB NO. M + « I 5 mem T - I r`- O ,1•. - _I I ull =- .. I' IIID _ Caw 02008 Substitute Sericea lespedezla for Crownvetch east of Farrnville, Va.(May _ "iii�in M through September use hulled Sericea, all other nods, use unhulied Sericea xrs I s AA/-__ I g P Pe ). 4"x4" TRENCH / Igoo N °' �'-M ----------------------------- - - _68 _ i If Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legume _ (U a // \\ / i I M M O co j n O [f � I SCALE v seed must be properly inoculated. Weeping Lovegrass may be added to any slope SIL T FENCE N N N N N I ��- \ —{M or low -maintenance mix during, warmer seeding periods; add 10-201bs./acre in SF W/ THOU T WIRE SUPPORT 3.05-2 — �Xf �' �' I _ _ c 1 —50 O S ) \ mixes. ----.- - - - - - - - - - - - - - SH O - NO SCALE x ✓' �' o - _ _ EET N n m OLD TRAIL DRIVE \