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Home My WebLink AboutWPO201700037 Plan - VSMP WPO VSMP 2018-02-14CONTACT INFORMATION REFERENCES +BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 1, 2015 SUPPLEMENTAL TOPOGRAPHY BY ROUDABUSH GALE AND ASSOCIATES MARCH 2017. PROJECT NUMBER: V152000 DATED: OCTOBER 18, 2016 A X'S R"1 rie"11l1 III ! t'Sf1 r\rrr rf a'TA TrftAr Al`P`. ZMA No. 2015-007 BROOKHILL PREPARED BY: COLLINS ENGINEERING DATED: JUNE 27, 2016 +CODE OF DEVELOPMENT: PREPARED BY: COLLINS ENGINEERING PROJECT NUMBER: V152000 DATED: JUNE 15, 2015 (REVISED JUNE 27, 2016) +ROACH IMPROVEMENT PLAN: PREPARED BY: RINKER DESIGN ASSOCIATES PROJECT NUMBER: 0029-002-135 DATED: SEPTEMBER 2, 2015 (REVISED SEPTEMBER 21, 2015) GOVERNING AGI NCIES + COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY 401 MdNTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 FAX: (434) 972-4126 4 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 FAX: (434) 979-0698 H:\151V4520001DRAVVINGSTLAN SETSIMO- BK04 - PLAN1V15200SD2.DWG PRINTED BY: ABATER, 91.48.17 @ 9:68 AM LAST SAVEC? BY: EVPN.NEWMAN PMENT MMIZINW, (111 lk [IM93115113 JD "K 4A ANDIBLOCK 01 CTION 1) ` L 0 t", ki �]I�il�ililN1A 050011 01111 1 15.11 11 fell i! •11 11 11 1/ s1 LOCATION OF In AROUTE 29 (SEMINOLE TRAIL ROAD) AND STATE ROUTE 643 (POLO GROUNDS ROA 11-I RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA Q � yl 41 ix "E:: 3 �',- -• f '� {d r r'�in 3 e y4Ft [ I x[ $rya e ? q a x k s-1 I ¢ fp J.. s"i14 I LSNx jIn sir � I •�Y''m `�`'�� I �`i IR 1-11 AG^m cwt d Gr 3 ks$ lu 411 r `^s44 3. =iaal� p W�rtit'z -..�-- �_-.., ° ?`-. a'`-"�*:�v.w,�r.�.. ITECim ,4�� • a -r j el —'N A .u� c u t LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE:: 1"=2000' +CONTRACT OWNER: RIVERBEND MANAGEMENT 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 (434)2454932 CONTACT: ALAN TAYLOR ♦APPLICANT: RIVERBEND MANAGEMENT 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 (434)2454932 CONTACT: ALAN TAYLOR • BLACKWELL PARK LANE, SUITE 201 WARRENTON 'VIRG IN IA 20186 Phone: #0 i 349-0321 www.BohlerEngineering.com O\Aa I A 16\:v SHEET INDE, ' X SHEET TITLE SKEET NUMBER COVER SHEET C-100 GENERAL NOTES AND DETAILS C-101 GENERAL NOTES AND CONSTRUCTION DETAILS C-102 EROSION AND SEDIMENT CONTROL NOTES C-103 EX. CONDITIONS AND DEMOLITION PLAN C-200 SOILS'iYPES AND CRITICAL SLOPES C-201 EROSION AND SEDIMENT CONTROL PHASE I OVERALL PLAN 0-601 EROSION AND SEDIMENT CONTROL PHASE I C-602 EROSION AND SEDIMENT CONTROL PHASE II OVERALL PLAN C-603 EROSION AND SEDIMENT CONTROL PHASE II C -604-C-613 EROSION AND SEDIMENT PHASE III OVERALL PLAN C-614 EROSION AND SEDIMENT CONTROL PHASE III C615 -C-624 EROSION AND SEDIMENT CONTROL DETAILS C -625-C-626 SEDIMI�NT BASIN COMPUTATIONS 0-627 - C-628 STORMWATER NARRATIVE AND BMP COMPUTATIONS C-900 PRE DEVELOPMENT DRAINAGE MAP C-901 POST DEVELOPMENT DRAINAGE MAP C-902 SWALE: DRAINAGE AREA MAP C-903 CULVERT COMPUTATIONS C-904 CHANNEL AND SWALE: COMPUTATIONS C-905 - C-906 POND 4 DESIGN WPO CONDITION C-907 POND 10 DESIGN WPO CONDITION C-908 POND 11 DESIGN WPO CONDITION C-909 STORM PROFILES AND COMPUTATIONS C-910 RISER STRUCTURE DETAILS AND COMPUTATIONS C-911 BMP MAINTENANCE SCHEDULE C-912 FI, 'x4 � Q14 !) T HU) z o3 �� o-Qz� JigQOQ QCJQi—(00 Z Qo oQ C Qao"c2.) } ¢ � Wm� �m>W >ul00wwQ t!)7ryo 2200�22tK S LEQW QOOw IO , cn Of ED U7 Z Q z F^+ ♦###### F raa c r� 0 °a I E- WZQ z� = t w��aa�EL ! ¢w000WW >- >- [ r� W Sn � U 035 L35 c � �zmzZza = 1 ####### I I� i� REVISIONS REV DATE COMMENT BY 1 07/27117 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fasit. It's free. Its the law. APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19/17 SCALE: AS NOTED CAD I.D.: SD2 PROJECT: VIRGINIA STORMWA AMANAGEMENT l (�t R PLAN OI R�K111i I LL SECTIO '. Lu"C 8A LOCATION OF SITE ROUTE 9 SEMINOLE TRAIL RD AND STATE ROUTE 643 I POLO GROUNDS RD ALBEMARLE COUNTY, VA L BOHLER. ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@'.SQhlerEng.com TH F v DANIEL R. HINES .p Li+c. N0.043176 'gyp 09127/17 SHEET TITLE:: COVERSHEET SHEET NUMBER� C-100 HAIWIUCMDRAVVINGSPLAN SET67WPQ- BKO4 • PLANW152000SD2.DWG PRINTED BY: ABAXTER 1I,DS..17 Q 4:58 AM LAST SAVED BY: EVAN ,NEW N GENERAL DEMOLITION PLAN NOTES 1, BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION, 2, ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS, ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY, 3 PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FORT : A, ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON-SITE AND AVAILABLE FOR REVIEW, B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC, INT LIMITS O DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH WITH HE F A M THE REQUIREMENTS OFTHE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES, D. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES, E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT, THE CONTRACTOR SHALT. PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS, F. COORDINATION WITH UTILITYCOMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ONWE WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES, G, A COMPLETE INSPECTION FOR CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS, ALL ENVIRONMENTAL. WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE: OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 5, THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON-SITE OR OFF-SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO'THE PRE -DEMOLITION CONDITION. 6. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GIEOTECHNICAL ENGINEER, 7, EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIREDBY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 8, CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL ,AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS-OF-WAY.. 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 10, DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE APPLICABLE PROPERTY OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJAC,'ENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 12, CONTRACTOR IS RESPONSIBLE'ro SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 13. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEM SICONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL "MEANS AND METHODS" ARE TO BE IN ACCORDANCE WITH STATE; FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 14, DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES, PROPOSED EASEMENT LEGEND STANDARDABBREVIATIONS I FOR ENTIRE PLAN SET NOT TO SCALE SIGHT DISTANCE EXISTING NG'TE- TYPICAL NOTE TEXT PROPOSED NOTE I FOR ENTIRE PLAN SET AC ACRES POG POINT OF GRADE PI te, ONSITE PROPERTY LINE / R.O.W. LINE PUBLIC ACCESS ADA AMERICANS WITH DISABILITY ACT PROP PROPOSED - - NEIGHBORING PROPERTY LINE I INTERIOR PARCEL LINE - - - EASEMENT LINE - - - ARCH ARCHITECTURAL PT POINT OF TANGENCY - - - - - - - - - SETBACK LINE - BC BOTTOM OF CURBS PTCR POINT OF TANGENCY, CURB RETURN BF BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE CONCRETE CURB &4 GUTTER CURB AND GUTTER BK BLOCK PVI POINT OF VERTICAL INTERSECTION SPILL CURB � TRANSITION CUR 8L BASELINE PVT POINT OF VERTICAL TANGENCY EP D D RESSE CUR AND NDGUTTER BLDG BUILDING R RADIUS --------------------------- BM BUILDING BENCHMARK RCP REINFORCED CONCRETE PIPE UTILITY POLE WITH LIGHT BRL BUILDING RESTRICTION LINE RET WALL RETAINING WALL POLE LIGHT CF CUBIC FEET R/W RIGHT OF WAY 94 TRAFFIC LIGHT CL CENTERLINE S SLOPE CMP CORRUGATED METAL PIPE SAN SANITARY SEWER O UTILITY POLE CONN CONNECTION SF SQUARE FEET TYPICAL LIGHT CONC CONCRETE STA STATION ACORN LIGHT CPP CORRUGATED PLASTIC PIPE STM STORM - TYPICAL SIGN CY CUBIC YARDS TBR TO BE REMOVED PARKING/ COUNTS l " , DEC DECORATIVE TBRL TO BE RELOCATED DEP DEPRESSED TC 'Top OF CURB DIP DUCTILE IRON PIPE TELE TELEPHONE -------------i69------------ CONTOUR LINE 196 187 DOM DOMESTIC TPF TREE PROTECTION FENCE TC 516..4 OR 5'0.4 SPOT ELEVATIONS X16.0C 516.0 C 515.5 ELEC ELECTRIC TW TOP OF WALL ELEV ELEVATION TYP TYPICAL SANITARY LABEL SAN # EP EDGE OF PAVEMENT UG UNDERGROUND STORM LABEL x ES EDGE OF SHOULIDER UP UTILITY POLE SANITARY SEWER LATERAL eL EW END WALL W WIDE /i UNDERGROUND WATER LINE ys/ EX EXISTING W/L WATER LINE UNDERGROUND ELECTRIC LINE F FES FLARED END SECTION VVIM WATER METER UNDERGROUND GAS LINE G FF FINISHED FLOOR t PLUS OR MINUS V OVERHEAD WIRE 8 FH FIRE HYDRANT DEGREE FG FINISHED GRADE O DIAMETER T UNDERGROUND TELEPHONE LINE T G GRADE # NUMBER G UNDERGROUND CABLE LINE G GF GARAGE FLOOR (AT DOOR) GRADE HIGHER SIDE OF WALL GRADE LOWER SIDE OF WALL GRATE GATE VALVE HIGH DENSITY POLYETHYLENE PIPE HIGH POINT HORIZONTAL HEADWALL INTERSECTION INVERT LINEAR FOOT LIMITS OF CLEARING LIMITS OF DISTURBANCE LINE OF SIGHT LOW POINT LANDSCAPE MAXIMUM MINIMUM MANHOLE MECHANICAL J&INT ON CENTER POINT OF ANALYSIS POINT CURVATURE POINT OF COMPOUND CURVATURE, CUIRB RETURN POINT OF INTERSECTION GH - - - - -- - - - - - _ _ , e - ® `. - STORM SEWER SANITARY SEWER MAIN S GL HYDRANT GRT GV SANITARY MANHOLE HDPE I STORM MANHOLE r��T i HP Wm 0 WATER METER HOR WV WATER VALVE HW El GAS VALVE INT GAS METER INV LF TYPICAL END SECTION LOC { HEADWALL ORo�� ENDWALL LOD LOS GRATE INLET LP CURB INLET L/S O CLEAN OUT O MAX { } �.� ELECTRIC MANHOLE MIN (�I TELEPHONE MANHOLE (tj MH MJ c ELECTRIC BOX ®0C E" ELECTRIC PEDESTAL PA PC PCCR MONITORING WELL TEST PIT PI BENCHMARK BORING HAIWIUCMDRAVVINGSPLAN SET67WPQ- BKO4 • PLANW152000SD2.DWG PRINTED BY: ABAXTER 1I,DS..17 Q 4:58 AM LAST SAVED BY: EVAN ,NEW N GENERAL DEMOLITION PLAN NOTES 1, BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION, 2, ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS, ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY, 3 PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FORT : A, ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON-SITE AND AVAILABLE FOR REVIEW, B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC, INT LIMITS O DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH WITH HE F A M THE REQUIREMENTS OFTHE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES, D. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES, E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT, THE CONTRACTOR SHALT. PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS, F. COORDINATION WITH UTILITYCOMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ONWE WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES, G, A COMPLETE INSPECTION FOR CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS, ALL ENVIRONMENTAL. WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE: OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 5, THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON-SITE OR OFF-SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO'THE PRE -DEMOLITION CONDITION. 6. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GIEOTECHNICAL ENGINEER, 7, EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIREDBY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 8, CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL ,AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS-OF-WAY.. 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 10, DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE APPLICABLE PROPERTY OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJAC,'ENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 12, CONTRACTOR IS RESPONSIBLE'ro SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 13. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEM SICONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL "MEANS AND METHODS" ARE TO BE IN ACCORDANCE WITH STATE; FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 14, DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES, PROPOSED EASEMENT LEGEND SI Dt - SIGHT DISTANCE T 07/27/17 STORM DRAIN I - SANITARY SEWER D - - WATER PI te, - - PUBLIC ACCESS DI - COMMON SHARED SINGRESS-EGRESS Df PU - PUBLIC UTILITY VA - - VARIABLE WIDTH S DI - STORMWATER FACILITY MANAGEMENT NERAL SITE PLAN NOS! 1. ALL ADA ACCESSIBLE: PARKING SPACES AND ACCESS ROUTES SHALL BE CONSTRUCTED TO MEET ADA REQUIREMENTS, 2, PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES, 3. THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS, INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER. CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH REPRESENTATIVES OF THE APPROPRIATE PARTIES. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. 5. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC, 6. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING AT THE TIME OF PLAN PREPARATION, CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION, NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORD HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 9. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS, 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED HAZARDOUS MATERIAL, AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES. 11, CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE. 12. CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. TO REMAIN, CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF PAVEMENT, STRUCTURES, ETC. TO REMAIN, AND TO PROVIDE A SAFE WORK AREA, 13, CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND FOR NOTIFYING CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION, REPAIR SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS, 14, ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED IN SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 15. ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODSIMEANS FOR COMPLETION OF THE WORK DEPICTED ON THESE PLANS NOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF RECORD WHEN A CONFLICT IS IDENTIFIED. 16. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAVE THEY BEEN RETAINED FOR SUCH PURPOSES. 17. ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS SUB -CONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION, IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS BOHLER ENGINEERING AND ITS SUB -CONSULTANTS FROM AND AGAINST ANY DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS. 18. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING OR ITS EMPLOYEES AND SUB -CONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY, BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE,. 19, BOHLER ENGINEERING SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, BOHLER ENGINEERING'S REVIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF BOHLER ENGINEERING IN WRITING BY THE CONTRACTOR, BOHLER ENGINEERING SHALL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT, BOHLER ENGINEERING AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NON-BINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE. 21. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS, SUB -CONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL THOSE AGREEMENTS. 22, IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM, THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. GENERAL ERA GRADING & UTILITY PLAN NOTES ES 1, LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION, SANITARY SEWER AND ALL OTHER UTILITY SERVICE INT CONNECTION POINTS O S SHALL BE CONFIRMED INDEPENDENTLY BY THECONTRACTOR I FIELD PRIOR OR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER, CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. ALL PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION, 2. ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC, WITHIN THE LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY LOCATED, THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION AT NO COST TO THE OWNER - 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY BOHLER ENGINEERING IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 4. DEFINE AND LOCATE VERTICALLY AND HORIZONTALLY ALL ACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVEDIRELOCATED DURING SITE ACTIVITY. 5, THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTSIDETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME. 7. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS SHALL BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE, 8. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITYISERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 9, SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT, MOISTURE CONTENT AT TIME OF PLACEMENT SHALL BE SUBMITTED IN COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUB -GRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS T BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT, SUB -BASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUB -BASE BE DEEMED UNSUITABLE BY OWNER OR OWNER'S REPRESENTATIVE, SUB -BASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT, 10. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS, 11, THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 12. PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 13. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 14, THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% MINIMUM SLOPE ALONG ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.0% MINIMUM ON ASPHALT, TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY AFFECT THE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITHOUT NOTIFICATION IS DONE SO AT THE CONTRACTOR'S OWN RISK, 15, PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0,75% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION, 16, REFER TO SITE PLAN FOR ADDITIONAL NOTES, 17. IN CASE OF DISCREPANCIES BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE. IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS, 18, CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND OINNNER PRIOR TO INITIATING WORK. 0a fW z Q F� Zw6 10 r k^+ T a LL < W�z��g i�l WHoa �m �t�ata-sn❑ ® +►trams♦ R W F� w W © �U2 aILS Za C7 r L uTW -� o ¢�Qm LJZZ> H U"1ZxWOOWLu xm�xx 1.d w0w000Ow .jWOc mU)Z0 ... + � '409 40 ~ a �P„ x a� w Ua 0 0 aW W yQ Yz wZ<a Z> -x � w(2�O�Ij ¢zz00WWa o�� ZMZZZaa ,�z s♦♦.►.►+♦ w i REVISIONS DATE COMMENT BY rREV 1 07/27/17 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG it's fast. It's free, It's the law. s APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 04119/17 SCALE: AS NOTED CAD I.D.: SD2 PROJECT: VIRGINIA STORMWATT MANAGEMENT PLAN FOR 11(( BRUIUKH LL CT10" V I BLS lix' 4A ANS BLOCK 8A LOCATION OF SITE ROUTE 291 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA BOH LETT EN GIN E E R I N G 28 BLACKWELL PARK LANE, SUITE 20'. WARRIENTON, VIRGINIA 20186 Ph one: (540) 349-4500 Fax: (540) 349-0321 VAi@BohlerEng.com TH aF V DANIEL R. HINES •p Lic. No. 043178 O� 09127/17 414 �ss!arva�ti.� SHEET TITLE: ,ENERAL NO JL Jl S AND DETAILS SHEET NUMBER: NON -WING LOADED FENCE OR REFER TO DESIGN DETAILS: ALLAN BLOCK RAILING TYPICAL REINFORCED WALL APPLICATION FOR ALL OTHER NOTES, DETAILS AND SPECIFICATIONS, FENCE OR RAILING HEIGHT SLEEVE-I-F'm FOOTING SYSTEM INSTALLATION PER MANUFACTURERS FILTER FABRIC TO BE SE INSTALLED D DURING $'('ALL MUST REQUIREMENTS PLACED BETWEEN TOPSOIL. BE INSTALLED pi3RtiNra WALL CONSTRUCTION (WALL INSTALLER AND WALL ROCK MUST COORDINATE POST LOC.' -TIONS WITH FENCE OR RAILING INSTALLER) POST y e { EMBEDMENT I DEPTH CUT OR DISPLACE -0d GErOGRID"AROUND t I SLEEVE-iTrws j TOP GEOGRID sAYEf'v c MUST BE WIT HUN THE TOP THREE COURSES.. lilt( ITS LENGTH MUST 4 .. CONSIDER THE FENCE Q4 ' STABILITY.. ALLAN BLOCK UNIT IeslgnedBy: rTitie: ALTERNATE FENCE FOOTING [late; Checked By: The purpose of this drawing is for prelimineary design only, This drawing should not be used far final design or Projecf fNa:. in � constructicnn xrthout the certification of a professional engineer registered in the state in which the wall grill be built. The accuracy and use of .details contained In this document are the sale responsibility of the user. The -� Scale: ffjl=- user must verify each detail for accuracy as they pertain to their particular project. Drawing Now: NOT TO SCALE NAMI (0 2005 Allan Block { ------- Designeday: Title. A STEL P FINISHING DETAILS Data: 9 _ The purpose of this drawing is for roliminea design only. This. drawing should not be used for final design r' Checked By: � p rY g r 9 3 o Project No: construction without the certification of a professional engineer registered in the state in which the wall will be built, The accuracy and use of details contained in this document are the sale responsibility of the user. The Salle: user mini ver fy each detail for accuracy as they pertain to their particular project. Drawing Noy NOT TO SCALE Cc? 2{kOS Allan: Block. WALL ROCK DEPTH VARIES IN CURVE ALLAN BLOCK UNIT WITH BACK WINGS REMOVE[ TRIM REINFORCEMEN' FIT CURVE. MINIMUM GRID LENGTH TO MAT DESIGN! LENGTH PRINCIPAL NT Designed By: Title; Data: OUTSIDE CURVE APPLICATION Checked B The purlpose of this drawing is for reliminea desi r only, Thin drawing should not be used for final design or Project No: By: g p � � y s a construrction without the certification of a professional engineer registered in the state in which the wall will be . hunt. Trhe accurac}+and use of details contained in this document are the sofa responsibility of the user. The Scale: user mutst verify each detail for accuracy as they pertain to their particular project. Drawing NcL NOT TO SCALE gLMWW U 20059Aflan Block 6 Hili 51V152TO DRAWNGSP LAN SETS1WPO- BK04 - PLANW152000SD2.DWG PRINTED BY: ABAXTER 91.08.17 Ca 9:58 APA !LAST SAVED BY: EVAN..NEWMAN L ILII .� R�■ � Designed By: Title: STEP UP AT BASE Late: Checked BY The purpose of thisdrawing is for preliminary design only, This drawing should not be used for final design or Project No; construction without the certification of a professional engineer registered in the state in which the wall will be built. 'The accuracy, and use of details contained in this document are the sale responsibility of the user. The Scale: user must verly, each detail for accuracy as they pertain to their particular project, Drawing No: NOTTO SCALE @ 2DO5 Allan Block SPECIFIED REINFORCEMENT ELEVATION —' _ .ADDITIONAL REINFORCEMENT LAYER PLACED NEXT COURSE ABOVE SPECIFIED REINFORCEMENT ELEVATION TO ELIMINATE GAPS REINrOROEMfENT DIRECTiQN TRIM REINFORCEMENT TO FIT CURVE. MINIMUM GRID LENGTH TO MATCH DESIGN LENGTH ALLAN BLOCK UNIT WELL -GRADED GRANULAR WALL ROCK 0,25 ;n TO 1.5 in (5 mm TO 38 mm) LESS THAN 10% FINES --i 12 in (300 mm) Designed By: Title: INSIDE CURVE APPLICATION Date: Checked. By: The purpose of this drawing is for prelimineary design only: This drawing should not be used for final design or Project No: construction without the certification of a professional engineer registered i EROSION CONTROL MINIMUM STANDARDS MINIMUM STANDARDS: MS -1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE, TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR. ACTION. SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. STABILIZATION. MS -2: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. ACTION: STOCKPILES SHALL COMPLY WITH MS -2 BY PROVIDING SILT FENCING AROUND THE BASE OF THE STOCKPILE, TEMPORARY SOIL STABILIZATION MEASURES NOTED IN MS -1 ABOVE SHALL APPLY. MS -3: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. STABILIZATION. MS -4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS 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. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION Vill. SEQUENCE OF CONSTRUCTION, PHASE III, MS -5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. ACTION: EARTHEN STRUCTURES SHALL BE STABILIZED USING TEMPORARY SOIL STABILIZATION MEASURES AS NOTED IN MS -1 ABOVE SHALL APPLY. MS -6: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. a. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. b. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED, ACTION: THE BASINS HAVE BEEN DESIGNED TO ACCOUNT FOR THE ENTIRE DRAINAGE AREA 'CONTRIBUTING To THEM. THE APPROPRIATE SIZING AND STORM CRITERIA HAVE BEEN USED IN THE DESIGNS. MS -7: CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. ACTION: THE CONTRACTOR SHALL STABILIZE THE ULTIMATE CUT AND FILL SLOPES AS FINAL GRADES ARE REACHED. MS -8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. ACTION: THERE ARE NO PROPOSED CONCENTRATED FLOW AREAS WHICH ARE NOT STABILIZED. MS -9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. ACTION: ACKNOWLEDGED. THE CONTRACTOR SHALL IDENTIFY AND ADDRESS ANY WATER SEEPAGE AREAS. MS -10: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. ACTION: ACKNOWLEDGED. MS -11: BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, QUIRED TEMPORARY OR PERMANENT CHANNFEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. ACTION: ACKNOWLEDGED. MS -12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE NTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXT ENT POSSIBLE DURING CONSTRUCTION. NON -ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS, EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NOWER001BLE COVER MATERIALS. ACTION: ACKNOWLEDGED, THE CONTRACTOR SHALL BE RESPONSIBLE TO MINIMIZE ANY ENCROACHMENT INTO THE EXISTING STREAMS AND WATERCOURSES. MS -13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX (6) MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON -ERODIBLE MATERIALS SHALL BE PROVIDED. ACTION, ACKNOWLEDGED. MS -14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. ACTION: ACKNOWLEDGED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY PERMITS FOR LIVE WATERCOURSE CROSSINGS. IZED IMMEDIATELY &FTER WORK IN THE WATERCOURSE IS COMPLETED. ACTION: ACKNOWLEDGED. MS -16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLC)WING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH ANAPPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSEELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY, d, MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER"TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RE -STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS, f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. ACTION: ACKNOWLEDGED. MS -17: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVE�D SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR 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 EDIMENT CONTROL 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. ACTION: SEE EROSION AND SEDIMENT CONTROL NOTES, NUMBER 10. MS -18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED $(OIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED T0 PREVENT FURTHER EROSION AND SEDIMENTATION, ACTION. ACKNOWLEDGED. MS -19: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BIE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: a. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM, FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILI-TY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. b. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POIN'T OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR (2) (a) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO (2) YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS; AND (b) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN (I 0) YEAR -p 0 STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS BY THE USE OF A NO(2)YEARST RM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (c) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN (1 0) YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. c. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN (10) YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO (2) YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN (10) YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; OR (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO (2) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TEN ('10) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURE WHICH IS SATISFACTORY TO THE PLAN -APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. e. ALL HYDROLOGIC ANALYSES SHALL BE CASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT. f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION THEY SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES, THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. 9. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. h. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. i. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. i. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT, HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. k, ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION XI. STORM WATER RUNOFF CONSIDERATIONS. EROSION AND SEDIMENT CONTROL NARRATIVE 1. PROJECT DESCRIPTION: THE SUBJECT SITE IS LOCATED IN THE NORTH EAST QUADRANT OF THE INTERSECTION OF Us ROUTE 29 SEMINOLE TRAIL ROAD AND STATE ROUTE W POLO GROUNDS ROAD IN ALBEMARLE COUNTY, VIRGINIA, THE TOTAL AREA OF THE SITE IS 277.50 ACRES. THE PURPOSE OF THIS PROJECT IS TO PERFORM ROUGH GRADING OPERATIONS FOR SECTION 1, BLOCKS 4A AND 8A OF THE, DEVELOPMENT AND TO PERFORM THE GRADING ASSOCIATED WITH THE ROAD IMPROVEMENTS ALONG POLO GROUNDS ROAD AND ROUTE 29. THIS WILL FIRST BE ACCOMPLISHED BY CREATING A NEW ACCESS DRIVEWAY TO THE EXISTING RESIDENCE (TO REMAIN FOR THIS PHASE OF THE DEVELOPMENT), FOLLOWED BY INSTALLING PERIMETER EROSION CONTROLS, CLEARING AND GRUBBING THE SITE, PERFORMING MASS GRADING OPERATIONS AND INSTALLING THREE (3) STORMWATER MANAGEMENT FACILITIES, THE TOTAL PROJECT IS ANTICIPATED TO TAKE SIX (6) TO NINE (9) MONTHS, APPROXIMATELY 47.85 ACRES ARE PROPOSED TO BE DISTURBED WITH THIS PLAN. EXISTING SITE CONDITIONS: CURRENTLY TWO DWELLINGS EXIST ON THE SITE. THE DWELLINGS EXIST ON THE PROPERTY TOGETHER WI-TH A NUMBER OF OTHER SHEDS AND DEPENDENT STRUCTURES. THE TOPOGRAPHY OF THE SITE IS PRIMARILY ROLLING TERRAIN WITH A NUMBER OF STREAM CORRIDORS THROUGHOUT THE PROPERTY. SLOPES ON THE SITE RANGE FROM APPROXIMATELY 1% TO 68%. THE OVERALL SITE DOES CONTAIN AREAS OF THE 100 -YEAR FLOODPLAIN AND THERE ARE WETLANDS IDENTIFIED AT VARIOUS LOCATIONS OF THE STREAM CORRIDORS. IIL ADJACENT PROPERTY� THE SITE IS BORDERED TO THE NORTH BY FOREST LAKES COMMUNITY ASSOCIATION, TO THE EAST� BY MONTGOMERY RIDGE HOME OWNERS ASSOCIATION, TO THE SOUTH BY POLO GROUNDS ROAD, ROUTE 643, AND TO THE WEST BY SEMINOLE TRAIL, ROUTE 29. IV. OFFSITE AREAS: THE PROPOSED PROJECT HAS BEEN DESIGNED TO MINIMIZE THE IMPORT AND/OR EXPORT OF DIRT FOR THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY DISTURBANCE OFFSITE AND FOR ANY REQUIRED PLANS AND PERMITS THAT MAY BE REQUIRED. V� SOILS: A GEOTECHNICAL STUDY HAS NOT BEEN PERFORMED AT THIS TIME, A STUDY WILL BE PREPARED AT A FUTURE DATE, SOILS DELINEATION HAS BEEN PROVIDED ON THE EROSION CONTROL SHEETS BASED ON AVAILABLE SOIL SURVEY DATA. VI, CRITICAL AREA& THERE ARE SEVERAL EXISTING CRITICAL AREAS ON THE SITE INCLUDING A HISTORICAL AREA THAT CONTAINS A CEMETERY. SEVERAL STREAM CORRIDORS TRAVERSE THE SITE AND INCLUDE WETLANDS AND MAPPED 100-Y'EAR FLOODPLAINS. APPROPRIATE MEASURES HAVE BEEN BUT INTO PLACE TO MINIMIZE THE IMPACT TO ALL CRITIICAL AREAS THAT ARE IN CLOSE PROXIMITY TO THE PROPOSED PROJECT AREA ASSOCIATED WITH THIS PLAN. VII. EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTIICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUM STANDARDS OF VESCH SHAUL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOWING: 1 . SAFETY FENCE - 3,01 A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE, SAFETY FEENCE SHALL BE INSTALLED AROUND THE LIMITS OF DISTURBANCE WHERE THERE IS NOT ALREADY FENCE TO PREWENT PEDESTRIAN TRAFFIC ON SITE� 2. PAVED CONSTRUCTION ENTRANCE - AS REQUIRED BY ALBEMARLE COUNTY CONSTRUCTED IN ACCORDIANCE WITH THE DETAIL PROVIDED ON EROSION AND SEDIMENT CONTROL DET'AILS SHEET AND LOCATED AS SHOWN ON THE E&S PLANS. 3. SILT FENCE - 3�05 A PROTECTIVE BARRIER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE. 4. WIRE BACKED SILT FENCE - 105 PER THE CODE OF DEVELOPMENT, WIRE BACKED SILT FENCE SHALL BE USED ALONG ALL STREAM BUFFERZIS TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUC'TION OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE. 5. CULVERT INLET PROTECTION - 3.08 A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS. 6. TEMPORARY DIVERSION DIKE - 3.09 AN EARTHEN DIVERSION DIKE TO DIRECT RUNOFF INTO THE PROPOSED SEDIMENT TRAPS AND BASINS. 7. TEMPORARY SEDIMENT BASIN - 3.14 A TEMPORARY DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURE USED TO DETAIN SEDIMENT-LA\DEN RUNOFF AND ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. ALL DAM AREAS AND DIVERSION D)IKES SHALL BE STABILIZED IMMEDIATELY AFTER INSTALLATION. 8. OUTLET PROTECTION - 3.1 8 INSTALLATION OF RIP -RAP OR STILLING BASINS TO REDUCE EROSION FROM THE SCOURING AT OUTLETS AND REDUCE VELOCITIES. 9, ROCK CHECK DAMS - 3.20 A SYSTEM OF ROCK DAMS LOCATED IN A CHANNEL THAT REDUCE THE VELOCITY OF CONCENTRATED FLOWS AND HELP PREVENT EROSION OF THE CHANNEL. 1 0. TEMPORARY SEEDING - 331 THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING �WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS. ACCEPTABLE TYPES OF SEED CAN BE FOUND ON A DETAIL ON SHEET6, 11. PERMANENT SEEDING - 3.32 THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. 12. MULCHING - 3,35 APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. 13. TREE PRESERVATION & PROTECTION - 3,38 RABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY. 14. DUST CONTROL - 3.39 DUST CONTROL WILL BE PROVIDED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMALS OR PLANT LIFE. ALL MATERIALS INDICATED ON THESE PLANS SHALL CONFORM TO THE SPECIFICATIONS AND INSTALLATION GUIDELINES SET FORTH IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION), AND THE DETAILS AND SPECIFICATIONS SHOWN HEREIN, VIII. SEQUENCE OF CONSTRUCTION: 51111%wa 1. OBTAIN ALL REQUIRED PERMITS. 2. PRE -CONSTRUCTION MEETING 3. CONTRACTOR SHALL CONTACT JURISDICTION AT LEAST I WEEK PRIOR TO COMMENCING CONSTRUCTION. 4. CONTRACTOR SHALL STAKE AND FLAG LIMITS OF CLEARING. 5. INSTALL CONSTRUCTION ENTRANCE, CULVERT AND CULVERT INLET PROTECTION ALONG POLO GROUNDS ROAD. 6. INSTALL PERIMETER CONTROLS INCLUDING SILT FENCE AND TREE PROTECTION WHERE SHOWN ON THE E&S PHASE I PLAN 7. CLEAR TREES NECESSARY TO CONSTRUCT DRIVEWAY AND ASSOCIATED GRADING, 8. INSTALL THE TEMPORARY DRIVEWAY AND CULVERT INCLUDING INLET AND OUTLET PROTECTION. 9. FINAL GRADE THE DISTURBED AREAS. 10, PERMANENTLY SEED AND/OR SOD/MULCH ALL DISTURBED AREAS. 11. APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION PER MS -5 12,CONTRACTOR TO ENSURE THAT THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR HAS VERIFIED ALL PHASE I E&S MEASURES ARE CORRECTLY INSTALLED AND PHASE I WORK IS COMPLETED PRIOR TO THE START OF PHASE 11 1. CLEAR TREES AS NECESSARY IN AREAS INDICATED IN THE E&S PHASE 11 PLAN, BETWEEN THE ULTIMATE LOD AND INITIAL CLEARING LIMIT LINE, AND INSTALL THE REMAINING PERIMETER CONTROLS. 2. CONSTRUCT TEMPORARY DIVERSION DIKES TO DIRECT RUNOFF TO SEDIMENT BASINS. 3. APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION PER MS -5 4� BEGIN CONSTRUCTION OF TEMPORARY CONSTRUCTION ROADS, POND 4, POND 1 0, POND I 1, AND THE RETAINING WALL AS SHOWN IN THE E&S PHASE 11 PLAN. 5. PERMANENTLY SEED POND 4, 1 0, AND 1 1 IMMEDIATELY AFTER INSTALLATION is COMPLETE. 6. INSTALL ANY TEMPORARY BAFFLING AND OTHERS E&S MEASURES SHOWN IN THE POND DETAILS To ALLOWTHE PONDS TO FUNCTION AS SEDIMENT BASINS. 7. INSTALL ALL REMAINING OUTFALL PROTECTION. 8. TEMPORARY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 9. CONTRACTOR TO ENSURE THAT THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR HAS VERIFIED ALL PHASE 11 E&S MEASURES ARE CORRECTLY INSTALLED AND PHASE 11 WORK IS COMPLETED PRIOR TO THE START OF PHASE III PHASEIII 11- CLEAR REMAINING TREES, 2. BEGIN EARTHWORK OPERATIONS STARTING WITH THE SLOPE CONSTRUCTION BEHIND POND 4, 3. AFTER FINAL GRADING IS REACHED BEHIND POND 4 IMMEDIATELY STABILIZE THE SLOPE WITH THE PERMANENT SEEDING, 4. INSTALL DIVERSIONS AS SHOWN TO DIRECT WATER TO POND 4. 5, AFTER THE SLOPE HAS BEEN STABILIZED BEHIND POND 4, ALL DIVERSIONS ARE IN PLACE, AND THE COUNTY E&S INSPECTOR HAS APPROVED ITS CONDITION,THE CONTRACTOR CAN BEGIN ALL EARTHWORK OPERATIONS. & CONTRACTOR TO CONSTRUCT SWALES AS SHOWN AS FINAL GRADE IS REACHED TO DIVERT RUNOFF TO PONDS AS SHOWN ON THE E&S PHASE III PLAN. 7. TEMPORARILY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. S. FINAL GRADE THE DISTURBED AREAS. 9, PERMANENTLY SEED AND/OR SOD/MULCH ALL PROPOSED LANDSCAPED AREAS. 10.FOLLOWING COMPLETE SITE STABILIZATION AND WITH THE AGREEMENT OF INSPECTOR, REMOVE SEDIMENT FROM ALL PONDS AND CLEAN PONDS AS REQUIRED. REMOVE ALL REMAINING E&S CONTROLS. NOTE: THE COUNTY E&S INSPECTOR SHALL APPROVE PREVIOUS PHASE PRIOR TO THE NEXT PHASE COMMENCING. IX, MAINTENANCE PROGRAM: 1. SILT FENCE SHALL BE INSPECTED AT THE END OF EACH DAY AND AFTER EACH RAINFALL, ANY REQUIRED REPAIRS OR REPLACEMENTS SHALL BE DONE IMMEDIATELY, SEDIMENT DEPOSITS SHALL BE REMOVED BY HAND AFTER EACH RAINFALL AND AT ANY TIME DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 3. NO AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN SEVEN (7) DAYS. 4� NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE, OR WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS. 5. ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES, 6. MONITORING REPORTS WILL BE SUBMITTED TO ALBEMARLE COUNTY BY THE RESPONSIBLE LAND DISTURBER. X. STABILIZATION: TEMPORARY SEEDING WILL BE PROVIDED IN ACCORDANCE TO VESCH REQUIREMENTS THROUGHOUT CONSTRUCTION, FINAL SEEDING AND SODDING INSTALLATION PER THE SPECIFICATIONS PROVIDED ON SHEET C-617 WILL OCCUR ONCE THE SITE HAS BEEN FINAL GRADED AND THE IMPROVEMENTS ARE COMPLETE. XL STORM WATER RUNOFF CONSIDERATIONS - THIS PLAN PROPOSES SEVERAL SEDIMENT BASIN FACILITIES AND PERMANENT SWIM PONDS TO CONTROL THE STORMWATER RUNOFF ASSOCIATED WITH THE CONSTRUCTfON ACTIVITIES. AS SHOWN ON SHEETS C-609 TO C-615 OF THIS PLAN, SEVERAL FACILITIES ARE PROPOSED TO CONTROL THE STORMWATER FROM THE SITE IN THE WPO CONDITION. WITH THE PROPOSED FACILITIES, THERE WILL BE A REDUCTION IN THE PEAK FLOW FROM THE SITE. PLEASE REFER TO SHEETS C-901 - C-907 AND ACCOMPANYING REPORT FOR FURTHER INFORMATION. XII. CALCULATION& CALCULATIONS FOR THE TEMPORARY SEDIMENT BASINS AND SWM PONDS FOR THE INTERIM WPO CONDITION HAVE 13EEN PROVIDED IN THIS PLAN. A SEPARATE WATER PROTECTION ORDINANCE PLAN WILL BE SUBMITTED SHOWING THE WPO WATER QUANTITY AND QUALITY CONTROL FOR THE DEVELOPMENT AT THE TIME OF THE FINAL SITE PLAN SUBMISSION FOR THE RESPECTIVE BLOCKS. XIII. OTHER IMPORTANT NOTES: 1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL ,SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN HEREON THAT ARE DEEMED NECESSARY BY THE APPROVING AUTHORITY ANDIOR SITE INSPECTOR. 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. 5. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. WATER TRUCKS SHALL BE UTILIZED IN THE EVENT THAT A PUBLIC WATER SOURCE IS NOT AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE CONDITION AT ALL TIMES. 6, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO ADJACENT PROPERTIES. 7. THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN APPROVED EROSION AND SEDIMENT CONTROL DEVICE SUCH AS SILT FENCING, SEDIMENT TRAPS, OR SEDIMENT FILTER BAGS. EROSION AND SEDIMENT CONTROL NOTES 1. UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION). 2. FOR ADDITIONAL DETAILS AND SPECIFICATIONS NOT SHOWN HEREON, REFER TO THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 3, ALL EROSION CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING, 4� ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF TEMPORARY VEGETATION COVER. 5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON-SITE AT ALL TIMES. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT POSSIBLE FUTURE OFF-SITE CONTAMINATION, 7, THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES DAILY. ANY DAMAGED CONTROLS SHALL BE REPAIRED OR REPLACED BY THE CLOSE OF EACH WORKING DAY. 8. THE CONTRACTOR MUST NOTIFY THE LANDSCAPING SUPERVISOR PRIOR TO THE INSTALLATION OF ANY TREE PROTECTION OR PLANT MATERIAL, 9. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN THOSE INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY, R SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE MEASURES NECESSARY TO ENSURE THAT ADJACENT STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE CONDITION AT ALL TIMES. 11.THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN APPROVED EROSION AND SEDIMENT CONTROL DEVICE SUCH AS SILT FENCING, SEDIMENT TRAPS, OR SEDIMENT FILTER BAGS. 12.THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING SITE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO THE ADJACENT PROPERTIES. i1ALL STORM AND SANITARY SEWER LINES, NOT IN STREETS, SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 14.ELECTRICAL POWER, GAS SUPPLY, AND TELEPHONE TRENCHES SHALL BE COMPACTED, SEEDED, AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 15,AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO ANY BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS STABILIZED. 16.WORK WITHIN THE RIGHT-OF-WAY SHALL BE PERFORMED IN A MANNER SO AS TO LIMIT THE DISTURBANCE TO PUBLIC TRAFFIC INCLUDING PEDESTRIAN AND BICYCLE ACCESS. ALBEMARLE COUNTY GENERAL 00"'NSTRUCTION N0__"TES FOR EROSION AND SEDIMENT CONTROL IPT A N�q 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR .TO THE FINAL INSPECTION. 2, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SfTE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A OSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING SUPPLEMENTARY ER AUTHORITY. 6. THE CONTRACTOR 19 RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8� DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVE,D DESIGNATED BORROW AREA. I 1. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12,BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13.ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14,BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM, 15.13ORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE, 16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY, 1ITTEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBSIACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT BOLBS/100SF, ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18,PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19.MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL, ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21 ,THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED, (WATER PROTECTION ORDINANCE SECTION 17-207B.) W Y� P4 W r ", " Q p �� ]-- ; S U g �_ 0� 11 U < 0 T �� z z z 9 3: i 0 ,f < CC - (D 0 L: , �) 0 g - &..i _-, _j . :f .,�U_ LL t Z � 1 j I-,zc:r 11� ,� W F" z � m Q� 8 a- Ic � _j < 2 �D_ _j I = 0 � Z < 0 X � z i 0 'i Lu LWu U., -7 § L4 W �> Q P4 ,� �4 -ij P - ,; z < U) = 'uy z z > ,� m 0� _j � > � 8 0 Lu Lu Z 'n T 3: M 2 1: = 1< 2 P 0 �- � , e u �g 4 p: �- F- 1: Z) X _j Z) ct� Z 1 UJOUJ A00uj i -J(Ofr U)zu i �r � � �3 � I I I 0 1 ;X, P, P� - I Q� � 0 0 Z u �_ X � ; 3: 0 >- <c 5 Lu Z < Z Z L T i c U) z < 2 y �z 11 i � EL � _� W Z i� � Lu (D - fr fr _j Z z 0 0 W UJ � �� W �� - U) , -. ��4 pq ;4 �< [Lujoww = Z)Zmzzza- i ��;4 ++*+**+ ! . Y) "- r:1 � 1< i U) � I'D t I �4 u� I I REVISIO,NS COMMENT BY 1 07127/17 COUNTY COMMENTS RTY 2 -_ 09/27/17 FOR APPROVAL RTY, - - - - -_ - \,. � I i KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG 4 It's fast. It's free. It's the law. , - --- APPROVED FOR CONSTRUCTION �%__ ) r PROJECT No.: V152000' DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19/17 SCALE: AS NOTED \,�. CAD I.D.: - 2SDL2..j -11 PROJECT: VIRGINIA STORMINATER PLAN - - FOR BRO"MILL 1) 'k-) SECTIC)"IN I BLOCK 4A AMID 7 � "'CK "A � BD L 0 0 LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA D a b 11 . -,------- 28 BLACKWELL PARK LANE, SUITE 201, WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 N1. VA(?_DB0h1erEng.com ------ 0 .Tif -z�n 0i DANIEL R. HINES "P Lic. No. 043176 �4� 09/27/17 &I- A �%o -1 IN, 6 I ;&Iopjl Ai- v *�_41i, r SHEET TITLE:� kjI ERf "S10"IN ANIF) SEDIMENT C 'C"YNTTRIOL I NOTES SHEET NUMBER: C-103 Y If 0�1 T m A MONTGOMERY' lit I I I I I 42. 90'," it TURA1 49, C__fl JO'AA( 8UFFLR E� se z: -f Y" lt lo Z*z CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 283,70' 1214.54' 13*23'00" S 86*05'01 " E 283�05' C2 161.54' 2191.47' 4'1,3'25 t) N 89*20'12" E 161.50' C3 264.95' 761.14' 19'5 6'3 9 S 78*34`47" E 263.61' C4 166.90' 487.18' 19'37'44" S 58*47'35" E 166.09' C5 318,31' 680.27' 26*48'33" S 62*23'00" E 315.41' C6 275.85' 1131.90' 13*57'48" S 82'46'10" E 275.17' C7 131.18' 360.60' 20'50',34" S 79'19'47" E 130.46' -A� �O n it �V /It h f/ lit it It it z 09p It "vi 'p "x, N, 11 If y�i S" /0" V, A 7 t 35U it K _-N t JO' IVATURAL-_=-, w z _:i_ I %I ll, C�t BUFFER t, fit 0 0, Z�Uifffi` STRaM 'N It J 4 �11 1�11 X; T� N! 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PROPERTY LINE AT I,- "'N ZA if I " v if :zj /Z ob -40c �0 v� (TO 8,1 VACA D) T 4 V1,%il x",f 40' NATURAL Z/ im I it' \,v If EY FARM HOUSE TO R9,M11V D61HING YL0(,K I N, ------ to y'l BY Fff LINE TABLE Ll S 68'54'30" E 116.78' L2 S 27'23'05" W 10.98' L3 S 6 0* 12`31 " E 100.84' L4 S 42'37'31 31 E 65.65' L5 S 54'00'49" W 107.57' L6 S 3 2'17'49 " W 99.88' L7 S 10*25'33" W 107.62' L8 N 84*47'13" W 39.92' L9 S 22*56'43" W 59.99' IL10 I N 61*56'26" W 147.96' CONSTRUCTION Vq 1 ) 1, Ot I N A fit I It If if it fill x", (4 o -o v, A vu If I ( � f 1, -,, /,� , , , i�l It 0 A% V, it �C f \11 It �A MrUtIbTlf LINt T"; I a 100, V1, E4U BUfFIR 4 STREAM i rR I 7UFfZ It v' z 14,50 F& It It If------ V" JO' IVA TUX4L HUff ER IA5�MkNl !t, Buf 7TR 2" ------------ j D8 459 PG It 'I/P it w", t, 11of a 100, S7R65AM kli;�fl? 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STREAM BUFFER EDGE OF STREAM WETLANDS 200 100 50 0 200 1 200' z z r_v 1 Howl W4 REVISIONS X DATE COMMENT BY 1 07/27117 COUNTY COMMENTS RTY 2 cc 0 03 H r) < R - z (�_, 0 L - -LJ LL =, 0 :� 6 r= p < L 6 j 0 0LL, ZX 20i U, > w mz R n� 44 j Uj Uj -J M I- , m UT P so 9 OM IS =0 E -Z LLJ: L 1 0 a- — Wt (0 zo 0 �j �Z- >Uvj) L�,_j 129 06 11� X U LU pq m 0 LLJ Uj T- :) z C13 z z Z L, - Z 0.4 U0 REVISIONS REV DATE COMMENT BY 1 07/27117 COUNTY COMMENTS RTY 2 09127/17 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast, It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V1 5TOOO DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19/17 SCALE: 111=200, CAD I. D.: EP2/ PROJECT: VIRGINIA STORMWATER MANAGEMENT PLAN � FOR— BROOKHILL SECTION 1 BLOCK4AAND BLOCK8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD L ALBEMARLE COUNTY, VA F B OFTl L E R E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA(cbBohlerEng.com Tff - --mv O.A� DANIEL R. HINES 7 Lic. No. 043176 W 0 09/27/1, 4 AL �_SHEET TITLE: EX, CONDITION' AND DEMOLITION PLAN SHEET NUMBER: Cenm200 L% P25a2` MONTGOMERY X 42, 30 NA TURW [�2 '6UFfER 7B `i! F z z wl i K i0f 0 vv 0 IF k, 'k , 40 PQ I -1_ I I , \ `,"t, it If ""t, IF F, .1l " �'-` " - v r'' 4C 4tv f,/ IF, f X If it If 34C It j 'k, l 7f t I V I l"'k J,, 34C If fzF ",J7 �I, 39E if 7 If �A �kk "V\1 Sk ;ff w, ---------- - - :: __ __ 7 7 1 t "'v <, 713 it 4;-1 X\ %= -------- kit 3 z: Z_ W-1 sQip gUf TFR S AI S 'a It EX 100 34D V Y, ft" IX If ST AM gUf �Tp If Mr I if, Ob' 14,50 PC 5 if 1�1' li�� qvitp,-� f 34B If < upp 100, AM BUf FER ls�, _F 1450 P,�O 3 �k Imf if ank 4-5 IF t X fI P6111'! 'y 2,� _z if' "I .—u W" LL6j 39E p /Ul-� 46— 79 v 76 100 EE w I B4 �q �AJ It IF �F tl ;I �,� , _, \/ " It q 1 it 1f: 7H- EX. 100' Q I/) STREAM I34B -0 EX, 100' -------- Tlklil 46— 18A P `4 UGH EZ11Z 06, H)I` HA Uu 16 4,50 _Y LIM EX. PROPfR7 V (TO 6f ACATED) 4 NATU �/T 34D 34C II49 RFAIW DURW16 iAR HOUSE TO 4A CO,'VSTRUCRON ----------- 4C f27B ffA Val -low 390 IfI TED gUfFER 34B STRE CA t III % STREAM 8UFFER L 100' �7C FF�4 A- 0 - I301 MT1 &0TR ,vtl 459 PGfj 34C 1; t7c STREAM HUFf ER ft ffFFLR 16E/* O'g, t;Ri i i" fItIif lil --------- -41u tEly 100' STREA M 8UfFER CX /00 Z ST REAM 2:7:C] PA eCk 'j 2 C A- �T if 46 tf'H 7 A 06 fCH11 5 R H y TIeu D8 480/359 3 T T V VGRESSIEGh REAM HUFff, GREjS, 99) W� _N 70 I1-100 FZ/ 22 tI70' 100' NA TLR& SUFfER T11 IF, t?"V". - 4 ----- ILMr 2�, f I 12713-1, `141, J� 2711dV ii A !t 16 i /V zu-', s g: — =4=_____4:_=_1 /V 'A f; 417� _-z 5 7p SOIL TYPE TABLE HSG RATING ERODIBILITY No. SOILS NAME SLOPE 16 CHEWALCLA LOAM 2-7% 6 MODERATE 27B ELOAK LOAM 2-7% 8 MODERATE 27C ELOAK LOAM 7-15% 6 MODERATE 270 ELOAK LOAM 15-25% B SEVERE 346 GLENELG LOAM 2-7% B MODERATE 34C GLENELG LOAM 7-15% B MODERATE 34D GLENELG LOAM 15-25% 6 SEVERE 39D HAZEL LOAM 15-25% 5 SEVERE 95 WEHADKEELOAM NA D SEVERE j _777" h1vi R,O E 51! S5 meiml % 4. -IT IF 1 -41%, f H:�151VI52000\DRAV0,NGSlPLAN S;ETS�'/vPO-BK04-PLAN%VI52000EP2,DVVG PRINTED BY�ABAXTER K08A7@I)!59AM LAST SAVED BY: ABAXTER '11\1 I 1 -1 -1 ------- LEGEND MANAGED SLOPES PRESERVED SLOPES SOIL BOUNDARIES SOIL IDENTIFICATION 200 100 50 0 200 111=200' pf < 06 co z 0 3: 4 0 ui < 11� L 0 t z 0, 1<1� 12 _j 1 Q; of 3 1 F;� ::j F- - > X L, < z z > E 114 0 0 W J_ W Lu;� u 2 c 0 zp F:- � f_ - a: D X: _j D M Z U W (00 c", <m 'w 2 UQJ + ++ u �11 p" & 0 < Z cn 0 w >_ 0 pq ZDZMZZZQ. -V Z f REVISIONS REV� DATE COMMENT By 1 07/27117 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's ast. It's free. It's the law. APPROVED FOR CONSTRUCTION f'PROJECT No.: - _52C0_0_' DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19117 SCALE: V=200' %,..CAD 1. D.: EP2 PROJECT: VIRGINIA STORMWATEIR MANAGEMEN,T PLAN FOR f_N 1--% BROOMILL SECT10"N 1 BU)NCK 4A AND BLU"CK 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLIO GROUNDS RD ALBEMARLE COUNTY, VA –-IN B 0 'r'rilr L E k ENGINEERING 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohierEng.com 6&"A.r V1 ui "#I DANIEL R. HINES _P Lic. No. 043176 09/27/11 SHEET TITLE: SOILS TYPES AND CRITICAL SLOPES SHEET NUMBER: C-201 I 1, 11 1 I , I a f if i 'jiiiii I , i;;� I jl'l�jjl , ! 1, _ m :: k� ., ,_ " / , , I ", 1� � I I . I I _ - � " , � I I I I . 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X,,',,,,1;"//'6 /*X ,--- - ,_ -, _- " I I I I -- ., ",\'�,-'- ." / " ( t � � iij / I!, -;,�, , � , - - l \ , i -, , - , , p i � "I , -, , ATIJR41 _ ----_'. __ . _ I 11; " I fl/�Z, , " . - J, � - __�-,:- . - ,--.--- - j I , , -------- � ----- �----,_ I I 1, 'I I� 7 I, I I I -,-- N, - ,��z , __ - - - -,-- - � i�' A , � k C I I� i, I /I , t - , - . I BUf -ff/? ", , I , ., ,� � - - -- -,��Z,:��, -�, ,V ",\,-,,�� I Z�' -, I 1- -4 I I t 3. CONTRACTOR SHALL CONTACT JURISDICTION AT LEAST I WEEK 1 � � ---", , z � I - 0- _-, 'I , " l ,I ", 1. A A I ,�,,,:�_-_ 1,�',�. ,,, ,I t'l I - - _-' k" - "�, ;::��- - I - ____1 ), � , --.- I p v, --,,) i I �1. q t \ , _ 0. � 1, -1., ______1 -_ _7 = __ i ,�% l � � IAII�/,V I " :� -, - -;"."r I I'-',' , _ , _� , �I f - -, __ ,______ %, V l N , I lll,�Ii - / / , ) '1� - \�� I I � , I o I e ------- - � , I ; I �,'I� !,,,,(,;,, 1, - '' - I I . I , - � I __ - -, I I , 11 PRIOR TO COMMENCING CONSTRUCTION. 11�, � , ��_ j, I ___, 1'_", 11� - ' ' ' 20' - - " " \ C!� if I, %1, j - -, - " ! I u I I I X/ - " 11 , .1 - 1, - ,Z ,,\ 1��'\ \ i, I' � '' I , ,�'1,�,,',,','/iI,,i�'l`:",/ -, _�,�,,z �� '\ , , , I � - - I I 111,-1,V,l- -,�_ _. �_ -1 - -� su � " , _� 1� :, I V , - �, - - Z, - i- r I I _1, ----,- \ i ��",�"",�� 'I'�/�",,/`�"�,1',,,,/��'�-`/`*/,,�-�",./`�, " \ ", � r �", , - \ I , fE,? :_ J�, I ,� :11, -_ - 1�1` :_�_ - _. , � - - , , \\ I, \ i 11, ( 4. CONTRACTOR SHALL STAKE AND FLAG LIMITS OF CLEARING. . - I , ,,,, � �,, 77::� ��, I , - - " � " I �`, I z I I ,- - _____ - , , __ \ , - I � -- . I "i I � , - -`,"I'h' i I i�;11 , - , ) ii_ , , " -- -_ - I I � 14 I I I - - -, I � I I ___ " . - I � , , I oj�ji,IO Ili hillil,',�Ik:x / - - - ,��f - , ll'� I 11 :-- -7:- //�`I,,,� tA,5�XNI , _� , �_' - I I . I 11 1, , f � _____ - - , , -- , ,,,,, - - -:�- ��-, ),o�"",!-""r- i �, , , � , - __ ��Z� - �" - - � - - 11 It 11 ,I I � 11 ; It I I � f I' r I, I I, I' "'t to __ I ,� �,,,->;:-z _��'::*__-�;',' --- � -1 , I I 1 " ; �'! i,� " I " , ""' t-, ,� - _ - . � - - �i 11,11 �:'�:��-,, - ,, , -- --1, __ - , ; f, fill I I " t (/ / , /ii , � � " , , I � , , p 1, , ,-,- ,�, " I I I I I/, '/'� , , - I , , �, /,,�"'_"' - - , I 1�11�� ,S, _�_ _��. � V/ I t ,'�, IN 50' 1NqXCSS1EG1?f55 �__ - � ; I � / z�__, , __ I - I, . , " , - N 1, , I I I f I I � I I I I , ,/ N \ I �,V ,,',,/, ", �, � ,- . , , " , - _��,_ _. 5_�, - A � , � , , ill;p I" , I -� vy"'�, ,,,,, , 459 PG11 ,3 - � /.,. IV -1 I I , , I , I , � ,�,111),�"/""""��--'�,�,,��,,, "I _-, ,\ , , , , � _: , - - '\ ,,, -_-_=-:�- , , , I , \ 5. INSTALL CONSTRUCTION ENTRANCE, CULVERT AND CULVERT INLET " , �,m - zz,f_��-, - ,- l I , I - -1 , C) 1 i � . I I , , ", � I " //' , I '__ ___- - - -,, , � , ; , ", e;� / -, - -�- - , ; V "I - I , , , I I ; i "; � � it 1, I l,zlo, I I - , � - i I I " ,�', - " , , ;i / I- 11 � , ,_�:,. __ - - _ __:�:i W -A i, - I � � PROTECTION ALONG POLO GROUNDS ROAD, , I '�1111 , , , - -, I , �� , " '�� - 1, - - ,, , - -,, " ,,, \ I', " 1_�__ " k> " � - � 'I/ j,''Ill"I �!�J;�kl;jff'o',11`1,r;' I ',e;hl;,,t7fij`,1;; , 1/11 /11111 I \\ � I i, I I,,,,,, ,'z.:::=-_�7��, -Z�-�Z-,_<-:�;z, �4 11 - I 1, III it -_\%�Il ,\\1 '1111i I I , _______'IN�if -''k 11'_-,� - ,,.,-, --,-,--, - �,I; I -----_-_-��-v_ I 1�\ - , , . it ?,/,I,// 1, , _ _,�/?",�,N" -- --- - ` ` \ " - I i , ill - ,/ 1, t, I' 1/l/'It", 'j - 1; � I11M0,j;1,ljl i �--�Z,�,��', , ,----�---��,,-',,�x-�"\"N�",�"\ I I I I -,I� � 1 z � ��i� - _-��, -_,�,Y� ,\, '' I __ , - - - � , 1, - \ /,/ 11 �, ,""/ 41 I - I - � V, � 1, ,� , � I I , _ , , , I � � , , - I ,,ili, I \, - 1, �_ - �, - V --- i. � -,,�, '/, � I , . I , - " _ ,,,,, , \ X I I I / I " ,)I/! I ,� / I , - , - , - - , ,,- -, , 11 , . vk0 � , �, * � � _, N., 'I J 1 6, INSTALL PERIMETER CONTROLS INCLUDING SILT FENCE AND TREE , ",,/ �pk k ;\ , � - -, �:', --, � - , i i �I, EA. � , �,ll,/,`J! "? �/,,'/, �`l;;/ , V z , , Ij 't," , -- ,I ", , ,� / /'z l -t- \1� , %, , li, .�Iliij!1�11,�T� M 'A - ,>, �_ �� ,, ��,\ \,\&\ ��:' j , � Y,,,�`tl�> ,q -I"\ � � - , ,�� " I �', I , " , � � , - , � - ,,\, . I , - - , ,\ t W, I " FFER , , I ,� ��, I � I \ , I /I/ \ ", ,I. - , , , STRE4M SU , I , � - - ,��, 1 t I 11 �, / i,'�l,'�i�,,�""","�,,,',�t,;!�,j "'i, 1*11 I - 11 - - � �; � � , - - , , , I" \ ,,�A" e I -11 . � ",:\, I , , ,` ,j . - - - I � , , �, ,_1 " �, -, I'T I � ) X i i cn � 1 ,�", -11 , \ "I------ ; i I 9'� �Ifll I mlj'�`I\ � I I ... i 11"'ji I / e , - -1 � � I I , I fl��., 11,� -, I - 1,��_,-.'� .7__��,'�,,.Y,�', _ � ". 1WH_ �1_1 I IN N \ � , 4 , IN;, '- " ,__., i " i I' f I',-�',` ,,"",i�, zlftl , __ fill I' I I/ `��,,'-_-- , , , /, I I , t " \ �11 , - �-7720 ,,,,, -,,,,: __ , � , � . , , ,� , PROTECTION WHERE SHOWN ON THE E&S PHASE 1 PLAN I �( I I I I I I I �� , � - , 1, , , I , __ I 1�) I" 11, vv , , , / " `_ 1, - . - I ,,,,�, I ,�,,,,�,,� , N. , \ , I , 1�.`� � 1, _� , - - "% - - � , "\ \', " I 11 _N 11 -, , I ! , I ,, I -1, . litlill; , I , -, - __ , - , / ., I - vy, - - R --' �, - " \',\�",, "', � , �I, �,,� �,�� - , � 'IN - � - � - , ,\ , 1,1-, �,,�\ I ! % % N , � I �, / f � "'i �i; I __ , , , BtlffL -� -, - , , NiIN ,� �, I , , 1�d I I ,I I _� - / ; I a , I I � ".1612 I - "��,, � , ;/ I 1 i ,�', I , , , - . , -_ _ , l �, I __ , , 1�, , - -,,,_,,�_,<� ,7,-__�,:,-__,11 .� ,\\ � 7 ,' il, \ ! �, 7. CLEAR TREES NECESSARY TO CONSTRUCT DRIVEWAY AND - ': , " ,�io g; ell - li,jf�!- ki� � . /"/ , ,:,, X \ .I� � I ` - , ( ,//�� , it it I; /'it i,��ll ; " , , , ,�, �, � �; . -W- I I I l) fj,iol �� - - "I "I 1, - Irl.", t! - " 11,� � " `_ - I'll N I, , �ji: I - I __ 11 I � -- - - " - - , i --- I ; � N I I 1� I "I I , , - I I I 1�. 0 i I I I , , I _,____."� / 1, I 1-1- I , 'I I .11 11 ,�_ Z_ I , `_ , i I I 1, __ - , � I 1� - ) �) I I I % 1, �.� �', " ", �� I . I 1!I_ I I , , '/,'1p' IN, \\ \ 'i, " 1, "t '41!1111iloh'111111_� " I IZII_//�;�_'�y / I or I ", ------ I'-,. I -, .1 \, _ / I - i , I %� , " , 1, ('RIC , ,%6""-, , "M 11� %_� I % I I , o' B. INSTALL THE TEMPORARY DRIVEWAY AND CULVERT INCLUDING I ; /I I ) , �- - ---- -"/, , , , ,� ,�-, - , , ,- I " �4 11 . I, , � _,�, " , '- ' "I __ ." / i I I l, � f 1, � I' t"'I"t, I - I 1;�11; 11,�;l I il I _,_'_ " , I t, I I � ., � _ ��,,_ _�iz< , -- z I\ I I � � " I __1 Y/,, I I , ,,, )"' I ,/,/4" � � , i\ I, v � , I I, ; i , i if I ,��j I I'�j' ,It , - , ` I I _,� , " � 1� -, 'I'll'i")," !'/ 1 " /I , " V 4 \ Ni �', ,-�-� I -1;i , t I � � t 1, I - , V " , 14-1,I I/ 1, ,/" /;"�,,�/,,-,,-, % �f � N" I, /I - 6w,", �d__-�,., ,��,,�, ,- �"'\ . ASSOCIATED GRADING. t � ,, oil _-, , , I I I �;,/, , ,- , - - j \ I It , ,il<� , , - , ,, a I I, I ,I �\,�, ,,�, " � , I , I � I / i, , , I I � � _ -- " , __mIf�_'�, I Ir I � I I ,� - I - , " , I I I , - - , ' I .. , I . I 1; � , �,i, - I I _,�', � I ! .1 I INLET AND OUTLET PROTECTION. \ it ,, , � " ,p` , " �11 � 111 "I _/ ell � I 11�1 �, I *I �,b I; ; -�� , , � I I V 11 I I I I �_ N, ,I f � I l � i, f � / I - , " I I , � " t ,-I , , , F`* --'1' -,, *I I Z_� I I �) I I , / . "I'll, I I ,',,"I I` t t-,_1 1�; - ,� " ,, P ! , iplp;f/ ;;�,�, ,�' _",O//1,11,11__� I I i'liji, /,/",�/ "It, " - -1 �� ------ '. - , / "'7fl," Y, , " (I , , ,'/,',14�4,,�; � � " /I'`-""- __ - , ,� - D ) , z ___ iii7iji, . I'll I ," i � ,_ � ,,�, - �' "' , � , , " I 1, I " � / - , I , I I ; "A i 11 ;��, �, l , � 1 1 I , I/ -, � " , , ii ____A,,,�,,��, -_--, ,�,-<,, , , I , , - I I � , , "", i I I 11 /Y,/;,.`/ - I ", """ I ,� , - " �?-�,��F "t ", -;. ,/, ,I ,� � I I �) ,ij)''It ,'(t ,%rj� JI 11 - - I - - I , " ,- �. , , , "' / I "',_ -1 , 4 I 7 , " -- I ,a � 1,; I I I 11 91 FINAL GRADE THE DISTURBED AREAS. i� � , , I � - , -, l t I ; Ii , -�- -------I----- --,,, 'l _,,-, _____ _ � _- -l" 7 ,�, - " " -� I �q � , I � I �I I I - / , " ' � . � ") ir 0-- , -A`ii lIji�;,,i;"l?I I ,�-I It 1, -11 .-,- 11 1� I � li 1, - Qy, , ,";�'07Z ,"/� , " " � ; ,';,� I," I" I , , '/ , , - __ � "", _, ,;V1 / it-itri�Pr7tv'I � !J,, 11 � , i � � 10, PERMANENTLY SEED AND/OR SODIMULCH ALL DISTURBED AREAS, I , , " % --," I � ". 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APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS - . ��IIN "ll, /, l/ " ',�,___, � i ; " I � ,/ I"L,/ I, / � I t j I,' � I - - _'___ /1,11 11 " __-, , It, - �_ L " � ,�_,/ ", _ , , -1 , :�� ,;�Cj .. .. .. i . ,/, . � - i I I, � �!' 11 1/11��"/,�, - I I 11 , "I '- - ,-. - - --�"::�::, .-Z--__ " ' _ ,,,- ,- , I , , I ", 1 , ��' -�, t t i l, ��, -I -- - - - ` I � - <' - " --- �, - -"-- - - _ -, -----_:_-_,1_-, - / - lI lt J/ �, - --- ------- ,- � -��:' 1 "I /I ,/I /I I, / - _ I_ - �,L 7::� ,'� � , __ " , \ I ,�% 1� \ \ I N I k ; I I � if -- -<�:--_ / , ", 11, , ,I, ��/,, - - �7, _ _ ;i_- , :."', - - I Vil '' , .- � i '\'�, 11 I I IMMEDIATELY AFTER INSTALLATION PER MS -5 , , , , � - I 1�lh 1z", of ,,,,, i, , , " , "', - 'X I ", / ,�,,,,,, " , " c \ I I �, , , 'I""i'llil""", , , , - , , , -� , ,X - " . � I I - , - - -,:�-,,: ___--_�, - " �, , ep", Y, 1/�/ - /`,/," / '' " _ I I \ '\'- - - , -:�:�� :�-:,;;�� _,;�.'�,�, � _ � � 2 , , - __ :�, �', , ,, I ,/ "' ,,,e�/l " ,� I 1 " , � 11 , , /_ ,-V,�Yerl"If ,/�,; ,0�1 4 ,,,,,,,, ,,�,/2,��,��41�,V30�, "�� , "", It ,,,il,�,,l,,,,4 � � 8, , - I, � _-,-- _ g , - - _ - - /, 1, i / I , I , - '11,,"/ ,�/ , ,��_ � , �� , , - -- --�Z� - , , , , , , ), " I � NNI ,I ,I , ',Il, I ,�, \ I I ;� "" - 1�1�_5 ,ilf ` /I , /, !, ", I,//,*" I 1 " ,,, , - ',,/, ,,',� I �� , I / � I 1� \I N �, I . �," I .0. � "I ;114" �4 - ',/,,,, , / , I '1�1 I I ill- 1 12, CONTRACTOR TO ENSURE THAT THE COUNTY EROSION AND ... 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OBTAIN ALL REQUIRED PERMITS, tl",� " _, I\ , , - - _ - __ � � , , lli`;`/r",/�,�""y " , - I i , I I ,I , , "ji It,, f: � (/'-"ltZ/2,�,,,i, ------ --- -� .-- " ttt' - _*_1 lti,\, I - ___ ��, I �,, A , , � e - - " , , I ,,�,'�/ , �z �, � � � _ .-, _ __ - ��- - _:.j-,-,- -.r- ,I 'N' � � I � ; ; 11 / it /I it 't j/,,,,y,,,tI, ; I I / I Ii 1 I zll�� '1� r _ �_4 i 1 'f 1�_, 11 ___ __ , � , � -1 - - J_ I " _ ,_� , 4 . - , ��____ � r -:I: ;�') / 1, , , , �,,, i li , _�, ,,11��, , , - - - , " 7 - , �A,_ ' _ __ - I , I i I � � ,,I,/ , 1/l;?, /� //i I , �i , W,��r, ./"- 1, �,,, l - I I I WIVI'li"i . , - " , , I " � I " ,� -------- - , 'e, ---, - , -,,, I'l . I I I � � ., , _r - ,:w-:��-�-,�-__-- ZI tilt � " , ',� \,N, - - � 'I , ._-, - " \xk 'I't -,o, i I i I , 1 2. PRE -CONSTRUCTION MEETING j , - " N - _ ___:�Z� - - I I I 'I ", , " ,` , \ ,I � 1 , !/! X,,',,,,1;"//'6 /*X ,--- - ,_ -, _- " I I I I -- ., ",\'�,-'- ." / " ( t � � iij / I!, -;,�, , � , - - l \ , i -, , - , , p i � "I , -, , ATIJR41 _ ----_'. __ . _ I 11; " I fl/�Z, , " . - J, � - __�-,:- . - ,--.--- - j I , , -------- � ----- �----,_ I I 1, 'I I� 7 I, I I I -,-- N, - ,��z , __ - - - -,-- - � i�' A , � k C I I� i, I /I , t - , - . I BUf -ff/? ", , I , ., ,� � - - -- -,��Z,:��, -�, ,V ",\,-,,�� I Z�' -, I 1- -4 I I t 3. CONTRACTOR SHALL CONTACT JURISDICTION AT LEAST I WEEK 1 � � ---", , z � I - 0- _-, 'I , " l ,I ", 1. A A I ,�,,,:�_-_ 1,�',�. ,,, ,I t'l I - - _-' k" - "�, ;::��- - I - ____1 ), � , --.- I p v, --,,) i I �1. q t \ , _ 0. � 1, -1., ______1 -_ _7 = __ i ,�% l � � IAII�/,V I " :� -, - -;"."r I I'-',' , _ , _� , �I f - -, __ ,______ %, V l N , I lll,�Ii - / / , ) '1� - \�� I I � , I o I e ------- - � , I ; I �,'I� !,,,,(,;,, 1, - '' - I I . I , - � I __ - -, I I , 11 PRIOR TO COMMENCING CONSTRUCTION. 11�, � , ��_ j, I ___, 1'_", 11� - ' ' ' 20' - - " " \ C!� if I, %1, j - -, - " ! I u I I I X/ - " 11 , .1 - 1, - ,Z ,,\ 1��'\ \ i, I' � '' I , ,�'1,�,,',,','/iI,,i�'l`:",/ -, _�,�,,z �� '\ , , , I � - - I I 111,-1,V,l- -,�_ _. �_ -1 - -� su � " , _� 1� :, I V , - �, - - Z, - i- r I I _1, ----,- \ i ��",�"",�� 'I'�/�",,/`�"�,1',,,,/��'�-`/`*/,,�-�",./`�, " \ ", � r �", , - \ I , fE,? :_ J�, I ,� :11, -_ - 1�1` :_�_ - _. , � - - , , \\ I, \ i 11, ( 4. CONTRACTOR SHALL STAKE AND FLAG LIMITS OF CLEARING. . - I , ,,,, � �,, 77::� ��, I , - - " � " I �`, I z I I ,- - _____ - , , __ \ , - I � -- . I "i I � , - -`,"I'h' i I i�;11 , - , ) ii_ , , " -- -_ - I I � 14 I I I - - -, I � I I ___ " . - I � , , I oj�ji,IO Ili hillil,',�Ik:x / - - - ,��f - , ll'� I 11 :-- -7:- //�`I,,,� tA,5�XNI , _� , �_' - I I . I 11 1, , f � _____ - - , , -- , ,,,,, - - -:�- ��-, ),o�"",!-""r- i �, , , � , - __ ��Z� - �" - - � - - 11 It 11 ,I I � 11 ; It I I � f I' r I, I I, I' "'t to __ I ,� �,,,->;:-z _��'::*__-�;',' --- � -1 , I I 1 " ; �'! i,� " I " , ""' t-, ,� - _ - . � - - �i 11,11 �:'�:��-,, - ,, , -- --1, __ - , ; f, fill I I " t (/ / , /ii , � � " , , I � , , p 1, , ,-,- ,�, " I I I I I/, '/'� , , - I , , �, /,,�"'_"' - - , I 1�11�� ,S, _�_ _��. � V/ I t ,'�, IN 50' 1NqXCSS1EG1?f55 �__ - � ; I � / z�__, , __ I - I, . , " , - N 1, , I I I f I I � I I I I , ,/ N \ I �,V ,,',,/, ", �, � ,- . , , " , - _��,_ _. 5_�, - A � , � , , ill;p I" , I -� vy"'�, ,,,,, , 459 PG11 ,3 - � /.,. IV -1 I I , , I , I , � ,�,111),�"/""""��--'�,�,,��,,, "I _-, ,\ , , , , � _: , - - '\ ,,, -_-_=-:�- , , , I , \ 5. INSTALL CONSTRUCTION ENTRANCE, CULVERT AND CULVERT INLET " , �,m - zz,f_��-, - ,- l I , I - -1 , C) 1 i � . I I , , ", � I " //' , I '__ ___- - - -,, , � , ; , ", e;� / -, - -�- - , ; V "I - I , , , I I ; i "; � � it 1, I l,zlo, I I - , � - i I I " ,�', - " , , ;i / I- 11 � , ,_�:,. __ - - _ __:�:i W -A i, - I � � PROTECTION ALONG POLO GROUNDS ROAD, , I '�1111 , , , - -, I , �� , " '�� - 1, - - ,, , - -,, " ,,, \ I', " 1_�__ " k> " � - � 'I/ j,''Ill"I �!�J;�kl;jff'o',11`1,r;' I ',e;hl;,,t7fij`,1;; , 1/11 /11111 I \\ � I i, I I,,,,,, ,'z.:::=-_�7��, -Z�-�Z-,_<-:�;z, �4 11 - I 1, III it -_\%�Il ,\\1 '1111i I I , _______'IN�if -''k 11'_-,� - ,,.,-, --,-,--, - �,I; I -----_-_-��-v_ I 1�\ - , , . it ?,/,I,// 1, , _ _,�/?",�,N" -- --- - ` ` \ " - I i , ill - ,/ 1, t, I' 1/l/'It", 'j - 1; � I11M0,j;1,ljl i �--�Z,�,��', , ,----�---��,,-',,�x-�"\"N�",�"\ I I I I -,I� � 1 z � ��i� - _-��, -_,�,Y� ,\, '' I __ , - - - � , 1, - \ /,/ 11 �, ,""/ 41 I - I - � V, � 1, ,� , � I I , _ , , , I � � , , - I ,,ili, I \, - 1, �_ - �, - V --- i. � -,,�, '/, � I , . I , - " _ ,,,,, , \ X I I I / I " ,)I/! I ,� / I , - , - , - - , ,,- -, , 11 , . vk0 � , �, * � � _, N., 'I J 1 6, INSTALL PERIMETER CONTROLS INCLUDING SILT FENCE AND TREE , ",,/ �pk k ;\ , � - -, �:', --, � - , i i �I, EA. � , �,ll,/,`J! "? �/,,'/, �`l;;/ , V z , , Ij 't," , -- ,I ", , ,� / /'z l -t- \1� , %, , li, .�Iliij!1�11,�T� M 'A - ,>, �_ �� ,, ��,\ \,\&\ ��:' j , � Y,,,�`tl�> ,q -I"\ � � - , ,�� " I �', I , " , � � , - , � - ,,\, . 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CLEAR TREES NECESSARY TO CONSTRUCT DRIVEWAY AND - ': , " ,�io g; ell - li,jf�!- ki� � . /"/ , ,:,, X \ .I� � I ` - , ( ,//�� , it it I; /'it i,��ll ; " , , , ,�, �, � �; . -W- I I I l) fj,iol �� - - "I "I 1, - Irl.", t! - " 11,� � " `_ - I'll N I, , �ji: I - I __ 11 I � -- - - " - - , i --- I ; � N I I 1� I "I I , , - I I I 1�. 0 i I I I , , I _,____."� / 1, I 1-1- I , 'I I .11 11 ,�_ Z_ I , `_ , i I I 1, __ - , � I 1� - ) �) I I I % 1, �.� �', " ", �� I . I 1!I_ I I , , '/,'1p' IN, \\ \ 'i, " 1, "t '41!1111iloh'111111_� " I IZII_//�;�_'�y / I or I ", ------ I'-,. I -, .1 \, _ / I - i , I %� , " , 1, ('RIC , ,%6""-, , "M 11� %_� I % I I , o' B. INSTALL THE TEMPORARY DRIVEWAY AND CULVERT INCLUDING I ; /I I ) , �- - ---- -"/, , , , ,� ,�-, - , , ,- I " �4 11 . 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It's the law. %. � APPROVED FOR ( - e PROJECT No.: V152066' DRAWN BY* MEG CHECKED BY: RTY DATE: 04/19/17 SCALE: 1 11=40' %,.CAD I.D.: OA2 _�J�AZ PROJECT: VIRGINIA - ______' STORM -WATER PLANT FOR BROHOAHILL S E C T 10" N 1 BLO"CK 4A AND BLO" CK 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA �%. J -111 0 BOHLER' E N G I N E E R I N G 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@.BohlerEng.com ____..00 0i V DANIEL R. HINES 7 .0 Lic. No. 043176 4: I ". A-V i .. 09/27117 � -7 40 oll - At - I SHEET TITLE: EROSION AND SEDIMENT CONTROL PHASE I OVERALLPLAN SHEET NUMBER: C-601 I 1 ,�, I __ " "I I I " , I . I . 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I \ , ;1000el. , 1� � I I " N, I I 11 SEQUENCEOF CONSTRUCTION 'I ,I I 1 , 11 I I 1 1 , /I 1 " ,,,, I, <Ifa i 1, (__'>� I , ,,\\\ \ N, \ � I I , I � 1' , I � \ I x_1 I LIMITS OF DISTURBANCE TREE PRESERVATION ,--,\ � I X I I, -,, \% I I I , I " I " " " '! , , � I � ' - _X . \, \ I CO D) IIIIIIIIIIIIIIIIIIIIIIIII ownIIIIIIII RXIIIIIIIIIIIIIIIII : 318 ] AND PROTECTION i � I' ,f f I I � I I ,,,, ) : i � I I / I I CON CTOR TO, I I `� 'N"',\ i , -1 I NN \'e. NN \ i ! i !i I ; , � I I I I \ N, I 1 ,,,, " I I � " T TON, N 1 ��_, \�', �\ (�) 47,�-- PHASE I f " I ) i ME \ \ I I I I 'N, \ N � k N e/1 ; 11 i , � ,_ I SF -� \ N � IN %", � N I I �! / I i / I I I 11 11 " I I I - I I \ I il ', N i � i I I f I � j I STAGINGAREAS N, � .� -"\ 11 I I I 'I . \ N i I , I / I / / \ \N, 1, -�� N\ � I . OBTAIN ALL REQUIRED PERMITS. " � I I i , / , " I, I I . I 11 ; � " N It --- - I- % I I I f N%�\ I ,� I III I " I I, ! i � � I j i , I " � 11 3, CONTRACTOR SHALL CONTACT JURISDICTION AT LEAST 1 WEEK f I I I / � � I 00?1_19D & _� I L, - - . -1 , �( , � % I, 1\ I I ( f 1, / ) / 1, 11 I APPRO,'� �OCAXW i"X I / ( I, \ , 2, PRE-CONSTRUCTtON MEETING 11 , / , , I I / " )i \ ��, I, IN �d ,\ \N", (�� " � 11 I I /17V;q' _\ \ � �) I N I / / 1 , I ,\, � .... . . `�" '_\,N,� � ,,, -j- �,� I I , I , __ i , ' ' fiF --' PRMe �,-h I 1 __0___0_z�_ 3.3- ] LOUSTCONTROL i i 11 ), , / 11 �" / " (/?) 8f _ZXAfZv - �, �, ..... .. - ") 11 �R ___(��_ PRIOR TO COMMENCING CONSTRUCTION, I I It I 11 j� , I / /I / ' I Il / / rO ,f011mWF1Vr,1,1Vr, L,Ak TH, , - .1 __` " �4, ---- - __. 'N - \1 IN \ \, , ", N, I , I �\ __ - I0 ", \ I """ I t 1\ � ... � I , \ I 4� CONTRACTOR SHALL STAKE AND FLAG LIMITS OF CLEARING, If / I I i / / / ,j - " q- , I, I 91'' _ i f � I I " ", Pla?"y /IV 'wCOTED 1Tm,f-;4,) �` ,%, 1� \ � \ ONTRACTOR I (9 I , I I i I / - , kOp. \ NN. N , .- , 1� I , , ---- __ " , - 5. INSTALL CONSTRUCTION ENTRANCE, CULVERT AND CULVERT INLET I / I 11 f � I I I I , �', - I I " El I I/ I , ", f I" I I 11 " 0 FIR _� I 11 , I I / I I f � I I I i I ', _,�_' _,O�____ - - WAS CK N__ �� \ % _Ij OVIDED I-, �ho 1- � %�, I I I I / , , " i / ; , , ", j". --, , ( I __ I, I, ;,�' PROTECTION ALONG POLO GROUNDS ROAD. ! / I , I , �_ --- PROP- G N N, \ RIGHT-OF-WAY � _ A�, i i ,,, - _� - - I ', '� - II; , , . I v _'_. " I ______ 5� " - I. ,\ I, 'N � / ,SETTLII PIT 11 . ,` I I I , _ I --uo,t , PORTABLE, � \\ _1 - � I / ! I. j " I i VERSION j � I � , I 1_1 -Hu � 'Z�, '\ � I I � - 6, INSTALL PERIMETER CONTROLS INCLUDING SILT FENCE AND TREE ,� / I / I/ I / , -1 I " , � � � ,I-- �,I�� % , TOILETSA -, � NI , \\ �%,, \ %I , I � I \ �__ I PROTECTION WHERE SHOWN ON THE E&S PHASE 1 PLAN , I �;, I , _-) 1, ----,------- " - - 1� - "",� ,'I \ I � / -? I � 1, - CONSTRUCTION ENTRANCE - ,� / It / !�_, , ,,,,, , - , " - I�I - -/ � ---- � \ N - , " \\ \ TEMPORARY PAVED "-P I-, - \ I , : :1� , I - � * �� -1,��'��""I'l""""""",',�""I'l""""",-'71'�� " - LEGEND I - 7. CLEAR TREES NECESSARY TO CONSTRUCT DRIVEWAY AND / / I/ / I '/�,._, 1 , j I i 11 \ 11 -I I � \1 ,:�!,G, bjs)�0 I I" 1,,, I 111, \ 1� � 1, \� 1, - I- _ '! , "�/_ % �I, , 11 \ I I �1_ , I I 1,�-'_ 1\ ______ , ... ASSOCIATED GRADING. , , , / ; I � ..... .. "I Np,QwIkw � 1',, 1�5 , \ ,,, � f-", ,� I " I � I N - - 5 , I N ANAGED 8. INSTALL THE TEMPORARY DRIVEWAY AND CULVERT INCLUDING / �,!' , " , I � , \N I% I , �, ", ,� - __ � __ "I" I \ AVED M / ,�_ , '" _iT 11, -t-- N, \CONSTRUCTION \ \ SLOPES E= ,_ � .... ... . �� " I/ " / , I, " ; � � ,I �_ ,,�' \", - "I I INLET AND OUTLET PROTECTION. / / I / , �I I _-, - - 1 8 / I / I/ I/ Ii , " I k 1.11- NN;1 " ,� \ , �I __ N, \ ENTRANCE(SEE I , t t, SUPER SILT FENCE - PRESERVED SLOPES ME 9. FINAL GRADE THE DISTURBED AREAS, , �,,";.�,.1,1-,_ �,,�, ", I I ,�f, " 1� ., " / / / I 11 11 1. � ". ��, t?"'j I I N, "_,__11____, ________ I—_ \11 * DETAIL SHEET �` , 01 I 1 " �t I I , - -, -, I - (�� AS. �! �� , - ,., le I , I . _11� \ - ______�_ c� , I� I \ j C-625) , "',',', , � � I, 1: I 1 , - , \ - 10. PERMANENTLY SEED AND/OR SOD/MULCH ALL DISTURBED ARE i �, I � 11 1.11 I "I I It I I " I I '_� "I _�. �', -,I) \ N I \___ ----,--- I—- _ 0 , \, , I - I ",,I El 11. APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS ,;,�, I �% ;, �/ � 1--l-1-1 , , , x \ \ ---------,.-- --" ,I I \ I \NN � , 1� I ,,,�, " , � I " ' ' I, � \ � \ -1-- ------,- ---- , ON ral'Alo , I 11 I - - I - , I % N I __ - I I . __ ,\ I \\ " ',-,,� I , I I � � - - ., � IMMEDIATELY AFTER INSTALLATION PER MS -5 1'4'� 1 115o�� I i ,�. �1. I Il'- � __ . � t� I , w'r I " � i , __ 1�1_ I ��% '12, � 'Iz � � � 6, -, . , t t � ______ _111 I � _ ..� \ IN " \ ,\ CONTRACTOR TO ENSURE THAT THE COUNTY EROSION AND I 'It .1 ,� � �, �.,, ", v i � t \ --- 11_�_ - I \1 I'll, _�. �� 11, �1,1�1 , � ,, I I IN, I- I— - ", __ � - ______I 1�1� -1 N N, �;�� _v, t I , I I SEDIMENT CONTROL INSPECTOR HAS VERIFIED ALL. PHASE I E&S , 1, I , I i I , � , , � __ ,\kj , \ " \�, IN -X-X-X- (�, ,,,, I 1:�,' I&, 111� i I , PRO . - R ,,, \1\ I \ N � - � SILT FENCE !�, _ . I '." I �,; ,_ I) I \ I� �, � \\. -_ --- - - - - : 1,__ -, -DUMPSTER __ \ 1, �j , 4 1 � ,,I IN ,,N,q \\ \ N, I N, , MEASURES ARE CORRECTLY INSTALLED AND PHASE 1 WORK IS � 11, I 11 � ,� ) � I i ___ I -1 ROP. FUEL ��_ \_----,\ �_ - "k 1'�I I 1� 11 � f � � � RAIN PAN - IN, 4) � I I � �, � i � I � I \ I . � �� 11- � I I 1,�,�� I I t � i " --- , \ \. \ v COMPLETED PRIOR TO THE START OF PHASE 11 7� , " I � �I __ \ 1� I !�� 1, " "t, � % I I I � ii� � *1 N, ------ ____.__.______ - ______ " _ - - D I -, I - � � t \1 \ N, "'�,, ':�,, "t i �t I " - 11- I \ I, \ \ �\ I ,,1, �, I !� I __ - I � I � , IN \ � 1 ,��, � ,,, N I � I 1k I-- - , '11- "' , . I \ I " . " . 1. �`� - � "" ,; I I I \ \ � \NN \ �-, -�% I - �� -, I I _'_ ------ - -11 - __ -_ � \ \ ! 11 I I � \ I� -, I 1 I \\ I\ I N" I _ " I ,- � t CULVERT INLET PROTECTION I ," -'�? 1, "', , ",`, I I I I � I - __ icc� TS __ __ " I �I ,I � ' .11 " \ 11 ,,t�, I Ill I I . _� �.&. � I I k itt I , I I, (�� NOTE: �!' 1. � � 11-1, _-_____ ---------- � z _ � i 1 kl\ , I I " \ \�, \ � I , I ! I - I - __ 01- la\, , I , ,� "' '' - I "' _____________ I _ I �, " c, , :5., 11 �� i , - � - _ \ . 11�', -11 x , - I. � , , � 'Lt- ,` - ,-. 1�, ,--, A I 1. SUPER SILT FENCE TO BE PLACED A MINIMUM OF *FROM ., _,�2 .1 - I �� " THE TOE OF ALL FILL SLOPES, I I _ I 11z , ,,, I ------,-,- I ! LIM11b I, \ N 11 __ __ -11 , , � � � ____,�I � � I , N I �N ' "' I'l ��`i "I" __ I L� �, 1A0 I \ 'N , � _.__.�� " I" � I uFj' �_\ ��' � �, , � I 1 - � ______ �� z _--, � I N, I I , , � " / " j � 4 I �, , ,'�� __ i \" , 1. -,--. DISTURBANCE, , - \ \ �.� \ � � i ____ ,,, 11 ___ , __ INTERIOR LIMITS �_- , , , 1 4 " -_ , 1, , I , - \ ;,�'\ , I\ :�5 � ""', ,�L" i I , - $F - _� , � � � , _ , , , � I ,0 , ; " - \ , `�,i �/ ."', �, 1_� -7 _ I " � \\ I -- -------- � , - I I @ - "7, I. - � �� 1) ;, �, ��; 11 " , I � R LIM] / I 11 x I �,\\ 1 o""i I" � I / (C m 1111111i, krb A e, , 11 - I i \,,�, \ , - I I I I -- CLEAN WATER DIVERSION DIKE NOD F' " o �r�N'l , I L'P "I F CLEARING __ t % , \ \ �,\ �, " I - �_��_ , al " Im . �', I , -�� , , ,,�`��"', � i ":� ,_ , � I � / I I \ - I �,'�,,,��:,��,__,�:��:��, , , _`_-, I \ `1 "'� 1�� `__" / " " I I �', , �� L� I ,� - , - " 1. 11 :rt I - , I __ N IN \\ ,' :�__ ,11,1 ,_�,'%t,��:o.��, �� , , 1, -1 \ �, t,,� 'I _1 WLE ' i ,.O I ) � \, , I " f Ij� . 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P, 0 0 < � 8 W Z �- 0,� 0- � � E-1 3: 0 LLI >Z <f IR � -- -u 1 -- - 'n 2 W, � § 2 �L 0 �,4n L, (.9 .,we ,Y--, (,) S � 9 0 0 LML I 23 0 9 �i a� � .zi OZ �- �_ I m �" w "j) 3: u') 3: 3: 3: :� � - H,- P-ql ,$) Lz,j ,0 Lzu Uz, Uz, CTL !� -2 9,< . . . *+++ I � I 9 �w) z 2 I p 9 ru 4 cn � I ", �D �_ ,� 01) ' REVISIONS RE%II' DATE COMMENT BY I 1 07/27/17 COUNTYCOMMENTS RTY 2 ___ __ 09/27117 FOR APPROVAL RTY I - - - - ---I�, __ �� KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast, It's free. It's the law. I I I r N I APPROVED FOR L CONSTRUCTION ----.d r PROJECT No., V15.2000 IN DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19/17 SCALE: 111=40' � CAD I.D.: __ OA2 j PROJECT: VIRGINIA - -14 STORMWATER PLAN FOR BROOKHILL SECTION 1 BLOCK4AAND , t r I I � BLOCK8A � I I I LOCATION OF SITE ! ; 3 , ROUTE 29 SEMINOLE TRAIL RD AND '; ! � STATE ROUTE 643 1 POLO GROUNDS RD i ALBEMARLE COUNTY, VA N. r _N IM "' br% 0 _1 I L E R' 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 1%ft VA@,BohlerEng.com _df ___ - v_v_1r1p," .Tff 6; U DANIEL R. HINES 'P .0 Lic. No. 043176 4r . - I I, 09/27/17 All"i � -,,u.,3 I INWJ al 0 I � At.v�;e - - SHEET TITLE:: --- --- 'Ill � � EROSION AND I i � SEDIMENT I � PHASEI 1 SHEET NUMBER: Iff(f) 1") $'� z X 6i, pp In- vI /P 1 2 N U�3 W If MONTG OxERY J 71 7 m 4 A 42,96�, f JO' N j It )BUITFR 9� IN j, N� N, Z,� I- N\ it I I lit, A IT/ N, x'\ ,I /I v "V, IN, C 0! 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DA 2 (OFF IT AREA: 3.52 AC.'�, 7% Z-1, � 11". 1 V, QN, 55 1 /X1 DA 4A N AREA: 5.13 P MA it c ll I t I CN: 57 A'10 20' Y, it 1, _777T, _E' t�,DAI(OFFSII A�, DA 46 IN N t AREA:6,90 AC.1/ -t l AREA: 4.41 AC. - 'CN, 55 Pf _K TY Jpl�jf )VI LCN5�6 fx 100 'Vi ( A TE;� 5 1 hispAAM J� Akl, --- ------- % 1450 A` J J I M 4 '0 M191 Tll'j,,�/ j1/ A r !AREA: 3.52 Ac, �N Pit ti N., 55 -v, N ,, ,- i;, - "l if R A TURAZ v N V, Z -N'tAT, SR t LASruf WT ITE) FUFFL VO 0 ')y Po/ 3DA 1 (OFFSI AREA: 5.0,4 ll!DA 10 (OF :7��N IN I N CN: 55 AREA: 1.E STREAM 8, t �'�&_FLSR 55 N It Il\% L4,11 V, f I t A�/,. top/c I 3 —_x---------- ql' `�AREA: 3.24 Ac. 4V - N: 55 AREk,"I.83AC. ,4 CN: 55 4 j _7% "0, R, �Ff N it g < V EROSION CONTROL LEGEND LIMITS OF DISTURBANCE SAFETY FENCE TEMPORARYPAVED CONSTRUCTION ENTRANCE 8 SUPER SILT FENCE XX_ SILT, FENCE CULVERT INLET PROTECTION Ark N� CLEAN WATER DIVERSION DIKE N� TEMPORARY DIVERSION DIKE 'N P, P, g IN 01 N DA 5� AREA, 15.09 AG. ,\V CN: 57 Aii A A 5A 4 REA: 1.54 ACT % VI N' %; AIDA 3-1 111N_ N MREA. .98 AC.� t 'It i_�� CN: 55 PIGH"I'-D 441A.Y TEMPORARY SEDIMENT BASIN TEMPORARY SLOPE DRAIN OUTLET PROTECTION RIP RAP Rftlr�l "`E�CK IDAN',,3 w y-� X�_ 4 u Lj < z 0 0 u 0 _r P4 0 a'-, z< < :6) (00 <0 cn Z Lu 0 < < U2 w u, 5: (w) I- co U) UJ Z Z > 0� W Ir Lp 0 0 uj w T,- '0 Lu U uj < u u Uzi _j U) Of ca in z C-) + P� P, 0 Z cn !S uj 11f _j Z. 0 0, )0_ u-, (n W� 1�ql szszzwzox- DO REVISIONS REV DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 09/27/17 FOR APPROVAL RTY 00 KNOW'WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG I It's fast, It's free. It's the law. [j .,IDA ZA, 1r14mr1,,F_m. V.27 AC DEWATERING STRUCTURE APPROVED FOR CN: 55 CONSTRUCTION IN- N PERMANENT SEEDING PROJECT No.: V152OOr DRAWN BY- MEG CHECKED BY: RTY DATE: 04/19/17 )A 26 SCALE: TREE PRESERVATION kREA: 0.76 AC. AND PROTECTION %,,.CAD I.D,: 2 N: 55 DA 1A �REA: 1, 78 AC. DUST CONTROL N: 55-l' ul VXN, I, 7'N LEGEND MANAGED &OPES t t %it t N 1 ` e7) PRESERVED SLOPES AREA: 0. 16 AG t,,IIQN: 55 SEQUENCE OF CONSTRUCTION PHASE 11 T 1 . CLEAR TREES AS NECESSARY IN AREAS INDICATED IN THE E&S PHASE 11 PLAN BETWEEN THE ULTIMATE LOD AND INITIAL CLEARANCE LIMIT LINE, AREA. 0. 16 AC it ICN- 55 AND INSTALL THE REMAINING PERIMETER CONTROLS. 01" 2. CONSTRUCT TEMPORARY DIVERSION DIKES TO DIRECT RUNOFF TO t SEDIMENT BASINS. 3. APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS 1A IMMEDIATELY AFTER INSTALLATION PER MS -5 4. BEGIN CONSTRUCTION OF TEMPORARY CONSTRUCTION ROADS, POND !ARE 2.77 Al t 1 4, POND 10, POND 11, AND THE RETAINING WALL AS SHOWN IN THE E&S CN:55 "I it PHASE 11 PLAN. 5. PERMANENTLY SEED POND 4, 10, AND 11 IMMEDIATELY AFTER INSTALLATION IS COMPLETE. 6. INSTALL ANY TEMPORARY BAFFLING AND OTHERS E&S MEASURES SHOWN IN THE POND DETAILS TO ALLOW THE PONDS TO FUNCTION As N. .,I I I IN, SEDIMENT BASINS. I I 'v", NN N N IN N % 7. INSTALL ALL REMAINING OUTFALL PROTECTION. 8. TEMPORARY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. Q t`r)NjTPA11TnP TC) 9ZNqHPr- TWAT TW9Z ('�nHMTV �QnQlnKl AKIn QC1"II&ACINIT �� , I - I " \ I N x IN\ ------- N CONTROL INSPECTOR HAS VERIFIED ALL PHASE 11 E&S MEASURES ARE - ___1 � / , , , , , 'Q �60 CORRECTLY INSTALLED AND PHASE 11 WORK IS COMPLETED PRIOR TO I n- wig z 'r- THE START OF PHASE III /00, STREW BUFFER j UA I I/A IN it N", AREA: 18.3 17, r CN: 55 NOTE: It I 4 1 1 4 P4 1. SUPER SILT FENCE TO BE PLACE A MINIMUM OF4'FROM 'N V� r it t THE TOE OF ALL FILL SLOPES, 2� ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER T UIF:' 4 _�7 _ArlIf,t�TN 1� I TABLE 3 15-A ON SHEET C-626 CHA E5 F, UCH DA 11C THE 25'CLEARING BUFFER HAS BEEN PROVIDED TO ALLOW t "N 3. Ti,l j"y 7 P/ 8w? IN ,,I _S IN, N\\,\ IN I 1�y IjK THE CONTRACTOR ROOM TO INSTALL THE PERIMETER f Ij, if I M Ell. 012 1 1- �`I- AREA: 1.30 AC. ,,,) -:::, _� /1, , , , L: CONTROLS SHOWN IN PHASE 11. CONTRACTOR TO WORK WITHIN THE 25'BUFFER EXCEPT WHERE SHOWN ON THE EROSION AND SEDIMENT CONTROL PHASE 11 PLAN SHEET. IN 4", Ilk N 70 IN IN NA TU9 BUFFfR D A I 1 ((0 FRVIT �_JEE�))] A 0 P A I R R7 &P, /7/7 N. 5"' , Kf \�,',YA-5,90VT 1129A,') N, V t I k s- - N, N. I, N l0l lit vi � 0- \il T\11\11 `N, 1 -777= "'Nt 1 1 t V"- 100' 1 SUFFER Iv I "'l!, Q 7 ------ - Sy ----------- tL_ A V'uv -Z 'N: 55 100, Xf w J, xmv&'? t It � I F % ,7 li , v f�wl TMI f zf� N` '=P It -7 1 NX" Ar 28,'2 1 74,�' E\, f ;c am Ai- 9#77,- 5/'�,r/ 4- V7�� (36 �4 7 `7 777��, -7- % 0 7,77, T_ 777--��,;��-)- IL-, 7 E NOL IY Z5 29 SE E TM S PfOUT P�i uv� R A,- ".5 -M a I t 'a, HAIWI5200(ADRAVVINGSTLAN SETSWO - SK04 - PLANW152000052.DVfG PRINTED BY: ABAXTER 11,08 17 @ 10:00 AM LAST SAVED BY: ABAXTER Z CN: ')2 3W % t ......... jw__ '71 _45 NOTE: 1, DRAINAGE AREAS SHOWN ON THIS SHEET ARE FOR THE INTERMEDIATE PHASE 11 CONDITION. PONDS 4, 10, AND I I HAVE BEEN SIZED BASED ON THE DRAINAGE AREAS IN PHASE 1 11 200 100 50 0 200 V=200' PROJECT: VIRGINIA STORMWATER MANAGEMENT PLAN FOR BROOMILL SECTION I BLOCK4AAND BLOCK8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLIO GROUNDS RD ALBEMARLE COUNTY, VA J BOHLER' E IN GI N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 - Phone: (540) 349-4500 Fax: (540) 349-0321 VA@,BohlerEng.com 04� DANIEL R. HINES 7 Uc. 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IN TED BY: ABAXTER 11.08..17@10:Df AM LAST SAVED BY: ABAXTPR __- ____ I '�.✓ ION `>., NTROL ]LEGEND LIMITS OF DISTURBANCE ,�„ w s 3.01 SAFETY FENCE Sp; s � � r �'s TEMPORARY PAVED a CONSTRUCTION ENTRANCE \ ; .x - r ,: >f $SF - - SUPER SILT FENCE S j XX 3.05 SILT FENCE SI= X X X 3.08 CULVERT INLET PROTECTION � i QD 3.09 TEMPORARY DIVERSION DIKE DD �� t` ` A ..,,,. ..,r;\f;}„t'".s iti.y-.. _ -'•; l,i i-.,,_ Ss• ayf , 3.14 TEMPORARY SEDIMENT BASIN U 3.15 TEMPORARY SLOPE DRAIN SD , 3.18 OUTLET PROTECTION (QQ ) ��` , �✓ ,� 3.19 RIP RAP �� _. __ , I1 �� H w� H L 1 11 A �� z o� �W Z WI - F " -C L 4 awe w z �t�j z�C7�0� �a L, Q =o QJ,--, , Pw ed� w�q�� H J¢�� Is V 4 H 4n ❑ 9 ,g I 6p�) Pa +*+ss+►+► 3ZI +:-r'7 f� fHM1 1 °s w Q , wQ ¢ G Z < 1'r"R 3 Z�� y -Z oaf09 -- a t k.n W T 0 n - H W W �J J m d' WU° Pi <(j)XD-`ZZ> 8- �,<W >�ooww m ~�u (9HZ-o2rT--� 0 u C wOwa00w 539 � w JfAD' [DUJZC: �, Z � � "' " a1 �UV4 Q` P+ U P+ 0 0 Q� w W } � I_ 0. g H S:0 wZ Q s � � zg Ywa�s �� W mw {-_ e4Q QWo>00>0ui'R �a HW N�0,'Sr-� .a i4" 4 0-wowwwi 1, F p �ZDozzZ0., g9 w`7< +#P+y+►* ♦ I� m � 4 � T W w i fI I I I 3.39 DUST CONTROL ®(,' REV DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY _4, V 0.J S4 .1� f �' Y 1. CLEAR TREES AS NECESSARY IN AREAS INDICATED IN THE E&S PHASE II PLAN BETWEEN THE ULTIMATE LOD AND INITIAL CLEARANCE LIMIT LINE, AND INSTALL THE REMAINING PERIMETER CONTROLS. 2. CONSTRUCT TEMPORARY DIVERSION DIKES TO DIRECT RUNOFF TO SEDIMENT BASINS. 3. APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION PER MS -5 4. BEGIN CONSTRUCTION OF TEMPORARY CONSTRUCTION ROADS, POND i fI I I I 3.39 DUST CONTROL ®(,' `` u,s xo» aLa I' A IIs F,I "T 'i' o TFJ ' 200 100 50 0 200 _ -7 r' J___-_ - _ 1 "= 200' PROJECT: VIRGI I STO ATE 1�'A�AL'31 ��l��LY.3 �f '�l'� FLAN FOIA HIL SEC I IST 1 B ,� � 474 AND 1,0CATION Off' SITE ROUTE 29 SEMiNOLE TRAiL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA J 28 BLACKWELL PARK LANE, SUITE 24 WARRENTON, VIRGINIA 24186 Phone: (540) 349-4540 Fax: (540) 349-0321 VA@,BohlerEng.com 0� V DANIEL R. HINES 30 .p ).,.I'C. No. 943176 (3 09/27/17 �l i �. '-� *i �� 0, i� O t II� ! 1 SHEET NUMBER: LEGE MANAGED SLOPES PRESERVED SLOPES ��q7 j7�� qR }��y j� 9t ''�7 (?meq �y t �A '(}'��.A�_d[[°��y'V,,.✓�-.{adA'j�'�'Sp� _4, V 0.J S4 .1� f �' Y 1. CLEAR TREES AS NECESSARY IN AREAS INDICATED IN THE E&S PHASE II PLAN BETWEEN THE ULTIMATE LOD AND INITIAL CLEARANCE LIMIT LINE, AND INSTALL THE REMAINING PERIMETER CONTROLS. 2. CONSTRUCT TEMPORARY DIVERSION DIKES TO DIRECT RUNOFF TO SEDIMENT BASINS. 3. APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION PER MS -5 4. BEGIN CONSTRUCTION OF TEMPORARY CONSTRUCTION ROADS, POND I A, POND 10, POND 11, AND THE: RETAINING WALL AS SHOWN IN THE E&S 5. PHASE II PLAN. PERMANENTLY SEED POND 4, 10, AND 11 IMMEDIATELY AFTER INSTALLATION IS COMPLETE. 6. INSTALL ANY TEMPORARY BAFFLING AND OTHERS E&S MEASURES SHOWN IN THE POND DETAILS TO ALLOW THE PONDS TO FUNCTION AS SEDIMENT BASINS. 7. INSTALL ALL REMAINING OUTFALL PROTECTION. B. TEMPORARY SEED AND STABILIZE ALL DISTU D LA RBE NDSCAPE AREAS. 9. CONTRACTOR TO ENSURE THAT THE COUNTY EROSION AND SEDIMEENT - _,_ CONTROL INSPECTOR HAS VERIFIED ALL PHASE II E&S MEASURES ARE CORRECTLY INSTALLED AND PHASE II WORK IS COMPLETED PRIOR TO THE START OF PHASE III NOTE: 1. SUPER SILT FENCE TO BE PLACE A MINIMUM OF 4' FROM -. THE: TOE OF ALL FILL SLOPES. ”, "" " 2. ALL TEMPORARY SLOPE DRAINS HAVEE BEEN SIZED PER '�'. _--- TABLE 3.15-A ON SHEET C-626. - = 3. THE 25" CLEARING BUFFER HAS BEEN PROVIDED TO ALLOW - - _ THE CONTRACTOR ROOM TO INSTALL THE PERIMETER _ -- CONTROLS SHOWN IN PHASE II. CONTRACTOR TO WORK WITHIN THE 25' BUFFER EXCEPT WHERE SHOWN ON THE EROSION AND SEDIMENT CONTROL PHASE II PLAN SHEET. i d A g ___ z`- w .-_._._._._ •--•-- y. - .._ a ., _ \ ,_, _ ._ - r m,z� 2i, 3 r I I\ T ass - . ,\s�\:: '..:. .y `3 v- .E;-.' f T ,�" ; $ I, �� ids" A _:� xY y '£'k, "--___"_" J - `` u,s xo» aLa I' A IIs F,I "T 'i' o TFJ ' 200 100 50 0 200 _ -7 r' J___-_ - _ 1 "= 200' PROJECT: VIRGI I STO ATE 1�'A�AL'31 ��l��LY.3 �f '�l'� FLAN FOIA HIL SEC I IST 1 B ,� � 474 AND 1,0CATION Off' SITE ROUTE 29 SEMiNOLE TRAiL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA J 28 BLACKWELL PARK LANE, SUITE 24 WARRENTON, VIRGINIA 24186 Phone: (540) 349-4540 Fax: (540) 349-0321 VA@,BohlerEng.com 0� V DANIEL R. HINES 30 .p ).,.I'C. No. 943176 (3 09/27/17 �l i �. '-� *i �� 0, i� O t II� ! 1 SHEET NUMBER: 4 lop CONTRACTORz� TO PLACE ------------ . . ..... STONE IN STAGINGA�E�g E7r MA77 \—CONTRACTOR TO PROVIDE I -"DIVERSION ------------- ------------------------- ---------------- ------------- C T$ ---------- oy� �WO RAR) 7 STOCKPILE E ARE CONTRACTOV - ----- LIMITS OF �ISTTRB, MC A- IF REQUIR 13 ------ ------------------------- TO PROVIDE RIGHT-OF-WAY DIVERSION ----------- BW =400.0 Dj- X. 100, 3�!2 STRE4Y ,7 OUFFER ERIOR, LI ITS 0 'C EARI 3 ------------- Al_lv`� -------- bE N, ----------- 7� --------------- ------ 408.00 Igor, ------------------- ------ Op --------- SE ---------------- --------------------------------- 00 B 84 ON 3HEET ---------- IM 388.00 - - - - - - - -- - - 14 50 ---------- VV'IKU B ACKINfq L SEE SHEET 908 ILI FOR DETAILS 04 CIL k. 0 611z F3 8 dK 05 480113,39 P THERS� WI �IT4wl BAC ------------------ ---------- CDC 0 -------------- ----------- EL ------------- ---------- -------- TEF UMITS OF bEARIN6,. 410.00 --------------- IN ZIOR Boo SEE NDTE 3 - - - - - - -- - - -- - - --- -- - - 400 -- ------------------- --------------- -------------------- 394 4 92 ---------------- ----------- 06 3,1 �3 388 PROP. 110'BAHLE. REDIMENT CONTRACTOR TO MEET ONSITE WITH ------------ COUNTY EROSION AND TO DISCUSS 0 C NTROL INSPECTOR L6CATION PRIOR TO INSTALLATION. -------------- C14 T INTERIOR LIMITS OF 406 CLEARING SEE NOTE 3 LIMITS OF RIP -RAP 410 412 414 5 INTERIOR 410 TS /416 CLEARINg_-- 420 XX—,XX7;--�XX—,----XX XX_)K_L__ xxz::�7 XX X WAmm 777U� LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE yp - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - --- - - - - - - - - -- - -- - - - - - - - - -- ------------ ------------ ----- - --------- ------- ---- --------------- ----------------------- --------- . ........... — ------- ------ r EX 12' PIIAZ4 T u S. ROUTE 29 SE, M, INOLE TRAIL 7 K)15lVlr,2Q00QRAV0NGS�KAN SETSMPO-IRK04 -PLANW1520000B2IDVVG PRINTED BY:ABAXTER 11,M17@10:01AM IAST SAVED BY: ABAXTER EROSION CONTROL LEGEND LIMITS OF DISTURBANCE =SAFETY FENCE OSAF TEMPORARY PAVED CONSTRUCTION ENTRANCE SUPER SILT FENCE _XX_ SILT FENCE CULVERT INLET PROTECTION CLEAN WATER DIVERSION DIKE TEMPORARY DIVERSION DIKE P, pp, C-� J, TEMPORARY SEDIMENT BASIN TEMPORARY SLOPE DRAIN OUTLET PROTECTION RIP RAP u L�6j DEWATERING STRUCTURE APPROVED FOR CONSTRUCTION PERMANENT SEEDING PROJECT No.: V152000 DRAWN BY� MEG CHECKED BY: RTY DATE� 04119117 TREE PRESERVATION SCALE: 111=40' 3.38 AND PROTECTION \I CAD I.D.: OB2 DUST CONTROL REVIS10NS REV DATE COMMENT BY 1 07/27117 < RTY 2 zd 3 4n () < z _,0 y U) Lu ix- �4 U w cn + P4 W p U01 L) Lu IT4 :1 (1 L11 Z 5; u Q Lp Lu Z It 0 uj 0 Lu m U) z 0 ry 0 0 < >- 1:t CL LU 2 < Eg < M, Eu a - z Q 2 y �Z(n L C! Q wu -Lra� z 6 0�_ >0 L -u) Uj P� E ll� q- ui 0 Lu Lu uj �zmzzzo_ + iE cn Z Do REVIS10NS REV DATE COMMENT BY 1 07/27117 COUNTY COMMENTS RTY 2 09/27117 FOR APPROVAL RTY LEGEND MANAGED SLOPES PRESERVED SLOPES SE"UENCE OF CONSTRUCTION klz PHASE Il 1 . CLEAR TREES AS NECESSARY IN AREAS INDICATED IN THE E&S PHASE 11 PLAN BETWEEN THE ULTIMATE LOD AND INITIAL CLEARANCE LIMIT LINE, AND INSTALL THE REMAINING PERIMETER CONTROLS. 2. CONSTRUCT TEMPORARY DIVERSION DIKES TO DIRECT RUNOFF TO SEDIMENT BASINS. 3. APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION PER MS -5 4. BEGIN CONSTRUCTION OF TEMPORARY CONSTRUCTION ROADS, POND 4, POND 10, POND 11, AND THE RETAINING WALL AS SHOWN IN THE E&S PHASE 11 PLAN. 5. PERMANENTLY SEED POND 4, 10, AND 11 IMMEDIATELY AFTER INSTALLATION IS COMPLETE. 6. INSTALL ANY TEMPORARY BAFFLING AND OTHERS E&S MEASURES SHOWN IN THE POND DETAILS TO ALLOW THE PONDS TO FUNCTION AS SEDIMENT BASINS. 7. INSTALL ALL REMAINING OUTFALL PROTECTION. 8. TEMPORARY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 9. CONTRACTOR TO ENSURE THAT THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR HAS VERIFIED ALL PHASE 11 E&S MEASURES ARE CORRECTLY INSTALLED AND PHASE 11 WORK IS COMPLETED PRIOR TO THE START OF PHASE Ill NOTE: 1. SUPER SILT FENCE TO BE PLACE A MINIMUM OF 4'FROM THE TOE OF ALL FILL SLOPES. 2. ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3.15-A ON SHEET C-626. 3. THE 25'CLEARING BUFFER HAS BEEN PROVIDED TO ALLOW THE CONTRACTOR ROOM TO INSTALL THE PERIMETER CONTROLS SHOWN IN PHASE 11. CONTRACTOR TO WORK WITHIN THE 26BUFFER EXCEPT WHERE SHOWN ON. THE EROSION AND SEDIMENT CONTROL PHASE 11 PLAN SHEET. v C_61 11 C-61 0 C-611 % L= TPABI 40 20 10 0 40 1.1= 40' rri T& PROJECT: 'VIRGINIA STORMWATER MANAGEMENT PLAN FOR BRO"u"RHILL SECTIC'N I BLfl._)CK 4A AND BLU"CK 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA BOHLER� E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohierEng.com —.00 M DANIEL R. HINES Lic. No. 043176 09127/17 U ONAL r.�:Aw Mlim -44i= T TITLE: EROSION AND SEDIMENT CONTROL PHASE 11 SHEET NUMBER: C-605 �R )E NAY- 5� ,-6-1 ON :C - H:115',Vl52Qk)9kDRAV0NGSkPLAN SETS\VVPO-BKCt4-PLANW152QOOCa2.DWr. PRINTED BY: A5,lkXTER 11.0817(Tl0:0lAHI LAST SAVED BY: ABAXTER k ,;,—EX EDGZfi- OF PAVER iNT N1 I N C IN A Nkl IN, io NI k, IN N k, N. IN IN N CUP PI/V 11V 348,80" v 30 CYP //Yl/ OUT J48. 0' IN. A 'j C!F X" k ld Al N, TONE N0 6 1 N, R HFAL ,AZ� WIDTH UNff N\ N, I", Ik r,N k; Nit IN k \4 N, 01 No, k,\ SS Ft 71 N It It I t IN 1, N, J I i i \ It i rf t F -X 01GE OF PAKSV�Ml % \IN IN" f a k� it kt k kt �k ki, kit % kl 'I 1\'\N k k, t ki AEd k it It i 'A L 1l S N kk N.,•k IN It 2 k IN 11 INTtRIO K, LIMIIS Nk OF CLE INGSEE 1 NOfE3 k it it k k k; t Nil t NI t It Itlt N\ \z k - t----------- I, i t t J NV IDGE OF �%P AVERZNT —z -x 12' WIL It "'k IN IN t t 'k IN t 9�yl - ------- N, -- - - - - - - -- -k , - - -- - - - - - - - I IN A - - - - - - - - - - - - - - it - - - - - - - - - - - - - - - - - - - - - - - --- /Y[ PC FV 0 ER ZICHTS OVLP P01 OROUNDS RD. ------ -T N, ------------ A A a 100---------- ------------------- 6 p Fz OOD j ry ------------------------------- V-9iVo dEVT ----------------- FO&O-0 PL41N 4v *fm--------------------------------- 516WAZ L161Y/i EROSION CONTROL LEGEND LIMITS OF DISTURBANCE @ 3.01 SAFETY FENCE (SA TEMPORARY PAVED CONSTRUCTION ENTRANCE SSF SUPER SILT FENCE --xx 3.05 SILT FENCE -X—X- 3.08 CULVERT INLET PROTECTION CLEAN WATER DIVERSION DIKE DD 3.09 TEMPORARY DIVERSION DIKE P, P, 3.14 TE", Y F -VG CI iffl,',�ION t PURR' -k TEMPORARY SEDIMENT BASIN 3.15 TEMPORARY SLOPE DRAIN SD El OUTLET PROTECTION &W 3.19 RIP RAP RCKI-K C", --.,DK DA[AIZ, 3.28 DEWATERING STRUCTURE APPROVED FOR CONSTRUCTION 3.32 PERMANENT SEEDING PROJECT No.: V152000-' DRAWN BY: MEG — CHECKED BY: RTY DATE: 04/19/17 TREE PRESERVATION SCALE: 1 11=40' F3.38 I AND PROTECTION CAD I. D.: OB2_j W pf EW z < 0 0 Lu 0 -j -r - P4 0 �<- , LL 111 t z -j m, -j 9 UT l< l< U20 u 0 p,4 cn < >: Xz < 0 1,� 2 0Z uj > L zz> 0 Lu W cn U72 TZ J: In m T T� U t-- =)E 8J< 00 Lzu w Da m w Z U 0 105 IL z Lu < z cn Z� 2i Y �elW (Lj i (D - rf I If X -w wz ZO >0 �0- -u-1) 0 Qw w uziowzzzo- + Z U) REVI S -IONS IRIEV� 90W COMMENT Pozf- 1 07/27/17 COUNTY COMMENTS fIRIIS OVFR 2 09127/17 FOR APPROVAL RTY kk 'I T "LE U. S- RO u TE 29 SEMIN(j TRAIL it . 2E EROSION CONTROL LEGEND LIMITS OF DISTURBANCE @ 3.01 SAFETY FENCE (SA TEMPORARY PAVED CONSTRUCTION ENTRANCE SSF SUPER SILT FENCE --xx 3.05 SILT FENCE -X—X- 3.08 CULVERT INLET PROTECTION CLEAN WATER DIVERSION DIKE DD 3.09 TEMPORARY DIVERSION DIKE P, P, 3.14 TE", Y F -VG CI iffl,',�ION t PURR' -k TEMPORARY SEDIMENT BASIN 3.15 TEMPORARY SLOPE DRAIN SD El OUTLET PROTECTION &W 3.19 RIP RAP RCKI-K C", --.,DK DA[AIZ, 3.28 DEWATERING STRUCTURE APPROVED FOR CONSTRUCTION 3.32 PERMANENT SEEDING PROJECT No.: V152000-' DRAWN BY: MEG — CHECKED BY: RTY DATE: 04/19/17 TREE PRESERVATION SCALE: 1 11=40' F3.38 I AND PROTECTION CAD I. D.: OB2_j W pf EW z < 0 0 Lu 0 -j -r - P4 0 �<- , LL 111 t z -j m, -j 9 UT l< l< U20 u 0 p,4 cn < >: Xz < 0 1,� 2 0Z uj > L zz> 0 Lu W cn U72 TZ J: In m T T� U t-- =)E 8J< 00 Lzu w Da m w Z U 0 105 IL z Lu < z cn Z� 2i Y �elW (Lj i (D - rf I If X -w wz ZO >0 �0- -u-1) 0 Qw w uziowzzzo- + Z U) REVI S -IONS IRIEV� DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 2 09127/17 FOR APPROVAL RTY 3.39 DUST CONTROL (9 DC LEGEND .1 MANAGED SLOPES PRESERVED SLOPES SEQUENCE OF CONSTRUCTION PHASE 11 1. CLEAR TREES AS NECESSARY IN AREAS INDICATED IN THE E&S PHASE 11 PLAN BETWEEN THE ULTIMATE LOD AND INITIAL CLEARANCE LIMIT LINE, AND INSTALL THE REMAINING PERIMETER CONTROLS. 2. CONSTRUCT TEMPORARY DIVERSION DIKES TO DIRECT RUNOFF TO SEDIMENT BASINS. 3. APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION PER MS -5 4. BEGIN CONSTRUCTION OF TEMPORARY CONSTRUCTION ROADS, POND 4, POND 10, POND 11, AND THE RETAINING WALL AS SHOWN IN THE E&S PHASE 11 PLAN. 5. PERMANENTLY SEED POND 4, 10, AND 11 IMMEDIATELY AFTER INSTALLATION IS COMPLETE. 6. INSTALL ANY TEMPORARY BAFFLING AND OTHERS E&S MEASURES SHOWN IN THE POND DETAILS TO ALLOW THE PONDS TO FUNCTION AS SEDIMENT BASINS. 7. INSTALL ALL REMAINING OUTFALL PROTECTION. 8. TEMPORARY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 9. CONTRACTOR TO ENSURE THAT THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR HAS VERIFIED ALL PHASE 11 E&S MEASURES ARE CORRECTLY INSTALLED AND PHASE 11 WORK IS COMPLETED PRIOR TO 'THE,{ THE START OF PHASE Ill NOTE. 1, SUPER SILT FENCE TO BE PLACE A MINIMUM OF 4' FROM THE TOE OF ALL FILL SLOPES. 2, ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3.15-A ON SHEET 0-626. 3. THE 25' CLEARING BUFFER HAS BEEN PROVIDED TO ALLOW THE CONTRACTOR ROOM TO INSTALL THE PERIMETER CONTROLS SHOWN IN PHASE 11. CONTRACTOR TO WORK WITHIN THE 25' BUFFER EXCEPT WHERE SHOWN ON THE EROSION AND SEDIMENT CONTROL PHASE 11 PLAN SHEET. C z Nl, U slvsEwnoii'pH`-ASE' 'IISHFETKEY �`-' LSROL-72 TIR) TRAIL 200 100 50 0 200 PROJECT: VIRGINIA STORMWATER MANAGEMENT PLAN FOR BR0OKHILL SECTION I BLOCK 4AAND BLOCK8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA -7 BOHLER, ENGINEERING i28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@ �BohlerEng.com Em ca DANIEL R. HINES 7 Loc. No. 043176 0* 09/27/17 SHEET TITLE: I"N ic-1 ERXJ.,�10"'N AND SEDIMENT CONTRI110"L PHASE 11 SHEET NUMBER: C-606 Ri R A N, P slvsEwnoii'pH`-ASE' 'IISHFETKEY �`-' LSROL-72 TIR) TRAIL 200 100 50 0 200 PROJECT: VIRGINIA STORMWATER MANAGEMENT PLAN FOR BR0OKHILL SECTION I BLOCK 4AAND BLOCK8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA -7 BOHLER, ENGINEERING i28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@ �BohlerEng.com Em ca DANIEL R. 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A-] 1:1 1111, @ CLEAN WATER DIVERSION DIKE �� P, r, @ 3.09 TEMPORARY DIVERSION DIKE (�� 1-1 � ------ . fllL-9 " 11-1VI(P , ia !0� t- ic.m, .1-�.",�l-�'Y'�'ll'i,il"f.��'�F- yclij-1115- N 1 In I I - -A, It w; , " I 1 3 E14 TEMPORARY SEDIMENT BASIN @ 3.15 TEMPORARY SLOPE DRAIN,[ L-:j I OUTLET PROTECTION I ((jI)j I - I------ , I � 3,19 RIP RAP * us- , 11 �l �l �l -1-1 k i �-,��, 1- i � - ��,�- 7 1 - K C" � "' C R'�l � cD ;� ,--,p- - , , I ,�K,AG 9 'XCA��,' I , , I , , "--,-/ 7 1:1 I , 11 � I I / , --:6j I DOS I - -j APPROVED FOR DEWATERING STRUCTURE I I PERMANENT SEEDING PROJECT No.: V152000' I! ---(�)- , DRAWN BY: MEG E CHECKED BY: RTY DATE: 04/19/17 3,88 TREE PRESERVATION SCALE: 1 11=40' AND PROTECTION (t ---(t�- N, CAD I. D.: 082 w pq gw ---"I, < 1�- -R o � BY t 1 ,- 11 el it I I , " . 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A-] 1:1 1111, @ CLEAN WATER DIVERSION DIKE �� P, r, @ 3.09 TEMPORARY DIVERSION DIKE (�� 1-1 � ------ . fllL-9 " 11-1VI(P , ia !0� t- ic.m, .1-�.",�l-�'Y'�'ll'i,il"f.��'�F- yclij-1115- N 1 In I I - -A, It w; , " I 1 3 E14 TEMPORARY SEDIMENT BASIN @ 3.15 TEMPORARY SLOPE DRAIN,[ L-:j I OUTLET PROTECTION I ((jI)j I - I------ , I � 3,19 RIP RAP * us- , 11 �l �l �l -1-1 k i �-,��, 1- i � - ��,�- 7 1 - K C" � "' C R'�l � cD ;� ,--,p- - , , I ,�K,AG 9 'XCA��,' I , , I , , "--,-/ 7 1:1 I , 11 � I I / , --:6j I DOS I - -j APPROVED FOR DEWATERING STRUCTURE I I PERMANENT SEEDING PROJECT No.: V152000' I! ---(�)- , DRAWN BY: MEG E CHECKED BY: RTY DATE: 04/19/17 3,88 TREE PRESERVATION SCALE: 1 11=40' AND PROTECTION (t ---(t�- N, CAD I. D.: 082 w pq gw ---"I, < 1�- -R o � BY 1 �� b � I'll I-- 1E < 0 6 - - 99 W C- 10 uz �- �4 U,,j< ,V z - LL . . z w �- - H I mfl---,�,21ZL 0 J -, -c,� I � Ei Ir 9 x W [-, C;; �� -j �� 15 �� 5 --I E2 O!'i < 0 "I u'! ; '. 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I \ "I , I I I I I I� \, . I / I'll / � H:1151W152000WAWNGS\PLAN SETSMPO - BKO4 - PLANW152000OB2.DM PRIM TED BY: ABAXTER 11.08.17@70:01AM LAST SAVED BY; ABAXTER I I I I 8,39 DUST CONTROL (§� ---( ,- LEGEND � MANAGED SLOPES ml PRESERVED SLOPES = SEQUENCE OF CONSTRUCTION PHASE 11 1. CLEAR TREES AS NECESSARY IN AREAS INDICATED IN THE E&S PHASE 11 PLAN BETWEEN THE ULTIMATE LOD AND INITIAL CLEARANCE LIMIT LINE, AND INSTALL THE REMAINING PERIMETER CONTROLS. 2. CONSTRUCT TEMPORARY DIVERSION DIKES TO DIRECT RUNOFF TO SEDIMENT BASINS. 3. APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION PER MS -5 4. BEGIN CONSTRUCTION OF TEMPORARY CONSTRUCTION ROADS, POND 4, POND 10, POND 11, AND THE RETAINING WALL AS SHOWN IN THE E&S PHASE 11 PLAN. 5. PERMANENTLY SEED POND 4, 10, AND 11 IMMEDIATELY AFTER INSTALLATION IS COMPLETE. 6, INSTALL ANY TEMPORARY BAFFLING AND OTHERS E&S MEASURES SHOWN IN THE POND DETAILS TO ALLOW THE PONDS TO FUNCTION AS SEDIMENT BASINS. 7. INSTALL ALL REMAINING OUTFALL PROTECTION. 8. TEMPORARY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 9. CONTRACTOR TO ENSURE THAT THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR HAS VERIFIED ALL PHASE 11 E&S MEASURES ARE CORRECTLY INSTALLED AND PHASE 11 WORK IS COMPLETED PRIOR TO THE START OF PHASE Ill NOTE: 1. SUPER SILT FENCE TO BE PLACE A MINIMUM OF 4* FROM THE TOE OF ALL FILL SLOPES. 2. ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3.15-A ON SHEET C-626. 3. THE 25' CLEARING BUFFER HAS BEEN PROVIDED TO ALLOW THE CONTRACTOR ROOM TO INSTALL THE PERIMETER CONTROLS SHOWN IN PHASE 11. CONTRACTOR TO WORK WITHIN THE 25' BUFFER EXCEPT WHERE SHOWN ON THE EROSION AND SEDIMENT CONTROL PHASE 11 PLAN SHEET. t - I .. I , , , I lm1, , - 1, I , - ...... 4 : I I I- - I I � "I , ll�l I t , 1, , . I I ---1 '- t � I , I , , - ,,, - I--- , ��R' - I �- , 1 1�ll ��, t- , 1, i �V%-e ,'. " - IV:1 , I I -- 1 '11. I .. " j� 1, I , " 1 ... ,- , -- W Wi' - I ,� , -1 ,- 1 - 1- - -1 _ , 'i - - I , - , I . r , I 59, , ll, � �11`,Al I I I I , -,--'-�.r', -, -, ,". - U.S. ROUFE 2 VE295E)"Nu- F.0 SE 11 SHEET KEY V m TRML � 200 100 50 0 200 �M�m I I " I "= 200' r- - PROJECT: VIRGINIA STORMWATER PLAN FOR BROOKHILL SECTION 1 BLOCK 4AAND BLOCK 8A LOCA TIONT OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POW GROUNDS RD kl- ALBEMARLE COUNTY, VA j ' "OHLER' E N G I N E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phome: (540) 349-45GO Fax: (540) 349-0321 %. VA@BohlerEng.com ----., ,Tff - -n ov� U DANIEL R. HINES -P .0 Lic. No. 043176 4� p- �- . 14. 09/27/17 �,n I � - I , I , I - I �� !SIAL I - r- SHEET TITLE: I EROISION AND SEDIMENT (J P HASE 11 _ SHEET NUMBER: C-607 H:11 W1520WDRAWNGS1PLAN S ETS\WPO-BK04-PLANW 1520000B2.DW1. PRIM TED BY: ABAXTER 11.08.17(�'+a 10:01AM LAST SAVED BY: ABAXTER EROSION CONTROL LEGEND LIMITS OF DISTURBANCE c__:i 3.01 SAFETY FENCETEMPORAY SA CONSTRUCTION EENTRANCE SSF - - SUPER SILT FENCES XX 3.45 SILT FENCE X X X 3.4& CULVERT INLET PROTECTION (;Ip CLEAN WATER DIVERSION DIKE(;lf jIq I DD 3.49 TEMPORARY DIVERSION DIKE [}[j lk v ; t ..,., r: i a a 7..;t�kr:-..a L _ ,�+,4.,.-, ��. 7k t� �;,..�;. •.,3 -�i �'�� 3.14 TEMPORARY SEDIMENT BASIN 3.15 TEMPORARY SLOPE DRAIN 3I 9$ I OUTLET PROTECTION I i [ 1N i ^ 3.19 RIP RAP } c� J m E-, '42, Z pO Z4 ZWUJO z'w- 20 o� �& 1,Q �� m 20: z P, u►lP4 W +►+�►r w a° o OZW a0. }cz�7z ra oma- aW �v"`izwzz> a Cha a F �fLCY Jd Q w O W¢ O 4 J(/)W <.00,L.? �►,.► «�. AdmL P 00-H aP, of c� P'4 o 0 a wz a C9 WQQ Ws �y � J�G'�� (n W U 2 J Q W O O O W W -H a 3::5 1112 r -a 0.WQWWL'iT - Tpa �Z07�Uz 2 ZU e REVISlONS REV DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 2 08!27/17 FOR APPROVAL RTY 3.2s DEWATERING STRUCTURE qS APPROVED F O R CONSTRUCTION 3.32 PERMANENT SEEDING PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE 04/19/17 TREE PRESERVATION SCALE: 1 "=40' 3.38 AND PROTECTION TP TP CAD I.D.: OB2 3,39 DUST CONTROL(; •�-- qC LEGEND n, MANAGED SLOPES 'x= PRESERVED SLOPES rA 1. CLEAR TREES AS NECESSARY IN AREAS INDICATED IN THE E&S PHASE II PLAN BETWEEN THE ULTIMATE LOD AND INITIAL CLEARANCE LIMIT LINE, AND INSTALL THE: REMAINING PERIMETER CONTROLS. 2. CONSTRUCT TEMPORARY DIVERSION DIKES TO DIRECT RUNOFF TO SEDIMENT BASINS. 3. APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION PER MS -5 4. BEGIN CONSTRUCTION OF TEMPORARY CONSTRUCTION ROADS, POND 4, POND 10, POND 11, AND THE RETAINING WALL AS SHOWN IN THE E&S PHASE II PLAN. 5. PERMANENTLY SEED POND 4, 10, AND 11 IMMEDIATELY AFTER INSTALLATION IS COMPLETE. 6. INSTALL ANY TEMPORARY BAFFLING AND OTHERS E&S MEASURES SHOWN IN THE POND DETAILS TO ALLOW THE PONDS TO FUNCTION AS SEDIMENT BASINS. 7. INSTALL ALL REMAINING OUTFALL PROTECTION. 8. TEMPORARY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 9. CONTRACTOR TO ENSURE THAT THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR HAS VERIFIED ALL PHASE II E&S MEASURES ARE CORRECTLY INSTALLED AND PHASE it WORK IS COMPLETED PRIOR TO THE START OF PHASE III NOTE: 1. SUPER SILT FENCE TO BE PLACE A MINIMUM OF 4' FROM THE TOE OF ALL FILL SLOPES. 2. ALL TEMPORARY SLOPE: DRAINS HAVE BEEN SIZED PER TABLE 3.15-A ON SHEET C-626. 3. THE 25' CLEARING BUFFER HAS BEEN PROVIDED TO ALLOW THE CONTRACTOR ROOM TO INSTALL THE PERIMETER CONTROLS SHOWN IN PHASE II. CONTRACTOR TO WORK WITHIN THE 25' BUFFER EXCEPT WHERE SHOWN ON THE EROSION AND SEDIMENT CONTROL PHASE II PLAN SHEET. r� 1g�',�a ?3. , Fill 4 � Ai Y. svaFattvOLF POSE IT S METE O a.s. o{ . TR, TRAIL t 100 50 i zigif IIIIIIIII' tt PROJECT: VIRGINIA. STOWS MANAGEMENT PLAN FOR BOOHTLL SECTION I BLOCK 4A AN BLOCK 8A LOCATION OF BITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA I28 BLACKWELL PARK LANE, SUITE 20'' WARRENTON, VIRGINIA 20186 Phone: (540)348-4500 Fax: (540) 348-0321 VA@j3ohlerEng.com 2m V DANIEL R. HINES .fl Lic. No. 043176 �0 O�f27/17 SHEET TITLE: EROSION AND SEDIMENT CONTROL 1L Jl OL PHASE TT SHEET NUMBER: C - 6 Otl* 2 NEATm HE"T', G,611 'HT 41 4 R E, f XE 0�- (,.Vvq EA, VE4,6AIT X N 0 C 0. All �v N. A Am 1)) 4�" N 24' CUP Itiv /J4 zg ANI MORTAR iWA0k',V1Vz WiVffl CIN/f` 6 % 4 cvp 11VV N J62, 0,?' A IN I TONC AINV IV .on"IR JAc"AOM41,z w1WH UIVA' -V j Z%� N A, -v -L"LIL vr PA VEVENT FERIORt AITS OF ,EARING !E NOTE 3 J Ig N\ Is' CUP INV IN J58, 0; 18, cvc /Ivv CVT 355, V STcy,,V� AA/0 r'jj Z/ WIDP-1 UNff t. W icOffl,'D 7 -3- O TOP = 376.50 1-0 k 'N H:\151V152fiOCkDRAVONGS4PLANSETS\WPO-BK04-PLAN%VI52000062.DWr.PRINT-.DBY: ABAXTER 11.08.17@1Q.Q1AM !,AST SAVED BY: ABAXTER N it C IMP % OUT = J62 6J' IN 362:68' kN NN CO)NTRACT R �tTO PROVIDE \RIGHT-OF-WAY 1, DIVERSION PAVED CONSTRUCTION.,IN ENTRANCE {SEEDETAIL HEET 0-625) fiV,"V FC00 N, % N, IN ix VN N, N _j t EROSION CONTROL LEGEND LIMITS OF DISTURBANCE fl 3.01 SAFETY FENCE TEMPORARY PAVED CONSTRUCTION ENTRANCE SSF SUPER SILT FENCE --xx- 3.05 SILT FENCE -X-X- 3.08 CULVERT INLET PROTECTION trlP CLEAN WATER DIVERSION DIKE P, 3.09 TEMPORARY DIVERSION DIKE hk 57, 3.14 TEMPORARY SEDIMENT BASIN ElTEMPORARY SLOPE DRAIN 3.18 OUTLET PROTECTION J 3.19 RIP RAP REV DATE COMMENT BY 1 07/27117 COUNTY COMMENTS RTY 2 <' FOR APPROVAL RTY Ute z LL O Iz- z z Lou zul uj 00 L.Lj U., lwn X 2 00-4 0 F- , m,: Z :0 < LL cr - 0. 01 LIL), 0 < ,elulj 4:1 Lu Q - J zo c� ) Lc, J, LzL >0 r-41 s LZL, OWW W= Z Z a - wadi z Z 1. , A it I IN IN t EROSION CONTROL LEGEND LIMITS OF DISTURBANCE fl 3.01 SAFETY FENCE TEMPORARY PAVED CONSTRUCTION ENTRANCE SSF SUPER SILT FENCE --xx- 3.05 SILT FENCE -X-X- 3.08 CULVERT INLET PROTECTION trlP CLEAN WATER DIVERSION DIKE P, 3.09 TEMPORARY DIVERSION DIKE hk 57, 3.14 TEMPORARY SEDIMENT BASIN ElTEMPORARY SLOPE DRAIN 3.18 OUTLET PROTECTION J 3.19 RIP RAP REVISIONS REV DATE COMMENT BY 1 07/27117 COUNTY COMMENTS RTY 2 <' FOR APPROVAL RTY Ute z LL O Iz- z z Lou zul uj 00 L.Lj U., lwn X 2 00-4 0 F- , m,: Z :0 < LL cr - 0. 01 LIL), 0 < ,elulj 4:1 Lu Q - J zo c� ) Lc, J, LzL >0 r-41 s LZL, OWW W= Z Z a - wadi z Z REVISIONS REV DATE COMMENT BY 1 07/27117 COUNTY COMMENTS RTY 2 09/27117 FOR APPROVAL RTY 3.26 DEWATERING STRUCTURE DS APPROVED FOR CONSTRUCTION 3.32 L PERMANENT SEEDING PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19/17 3.38 TREE PRESERVATION 1 P SCALE: 1 1�=40' AND PROTECTION CAD I.D,: OB2.j e 'N 3.39 DUST CONTROL (()� MANAGED SLOPES PRESERVED SLOPES SEQUENCE OF CONSTRUCTION PHASE 11 1. CLEAR TREES AS NECESSARY IN AREAS INDICATED IN THE E&S PHASE 11 PLAN BETWEEN THE ULTIMATE LOD AND INITIAL CLEARANCE LIMIT LINE, AND INSTALL THE REMAINING PERIMETER CONTROLS. 2. CONSTRUCT TEMPORARY DIVERSION DIKES TO DIRECT RUNOFF TO SEDIMENT BASINS. 3. APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION PER MS -5 4. BEGIN CONSTRUCTION OF TEMPORARY CONSTRUCTION ROADS, POND 4; POND 10, POND 11, AND THE RETAINING WALL AS SHOWN IN THE E&S PHASE If PLAN. 5. PERMANENTLY SEED POND 4, 10, AND 11 IMMEDIATELY AFTER INSTALLATION IS COMPLETE. 6. INSTALL ANY TEMPORARY BAFFLING AND OTHERS E&S MEASURES SHOWN IN THE POND DETAILS TO ALLOW THE PONDS TO FUNCTION AS SEDIMENT BASINS. 7. INSTALL ALL REMAINING OUTFALL PROTECTION. 8. TEMPORARY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 9. CONTRACTOR TO ENSURE THAT THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR HAS VERIFIED ALL PHASE 11 E&S MEASURES ARE CORRECTLY INSTALLED AND PHASE 11 WORK IS COMPLETED PRIOR TO THE START OF PHASE III NOTE: 1. SUPER SILT FENCE TO BE PLACE A MINIMUM OF 4' FROM THE TOE OF ALL FILL SLOPES. 2. ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3.15-A ON SHEET C-626. 3. THE 25' CLEARING BUFFER HAS BEEN PROVIDED TO ALLOW THE CONTRACTOR ROOM TO INSTALL THE PERIMETER CONTROLS SHOWN IN PHASE fl. CONTRACTOR TO WORK WITHIN THE 25' BUFFER EXCEPT WHERE SHOWN ON THE EROSION AND SEDIMENT CONTROL PHASE 11 PLAN SHEET. U.S. ROUTE? TR 200 100 50 0 200 i..=200' r-Mvick,l: VIRGINIA STORMWATER MANAGEIMENT PLAN FOR - BROOKHILL SECTION I BLOCK4AAND BLOCK8A LOC ATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA BOHLER, ENGINEERING 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com .0 TH Ok DANIEL R. }SINES 7 Lic. No. 043176 09/27/17 ,0 1�11 t - Vt � AO SHEET TITLE: EROSION AND SEDIMENT CONTROL PHASE 11 SHEET NUMBER: C-601; r Y x -- - - - - - - - -1 --- J- r L d ., i "mow -..-. 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'4 ''\ /'"r t' ./d ,/J fF Il ,t .' rr ,,i r z, .? r :t 3 ..,. H:MU1520WDRAVVINGS\PI:AN SETSWVP0-BK04-Pt.AN\N15200QQB2.DYW PRINTED BY: ABAXTER 11.Q8.17 @ lQ:02 APv1 LAST SAWED BY; ABAXTER r'„rl I r ,r r i // EROSION CONTROL LIMITS OF DISTURBANCE --] @ IIIIIIIIIIIIIIIIIIII10101 � 3.01 SAFETY FENCE 0A) ld I �'Y.h' TEMPORARY PAVEDsF CE CE CONSTRUCTION ENTRANCE : s> , . cE - SSF - - SUPER SILT FENCE * XX :3.:05] SILT FENCE 1, X k - *) 3.09 CULVERT INLET PROTECTION oci CLEAN WATER DIVERSION DIKE CSD�--I-0— DD 3.00 TEMPORARY DIVERSION DIKE(§� P, 0- 3.14 TEMPORARY SEDIMENT BASIN��,}�{yy[i ii *W S 3.15 TEMPORARY SLOPE DRAIN @ "—Z aE1—�� 3I 18 OUTLET PROTECTION E t 1F' 1 3.19 RIP RAP * 1w R(';i�K Ck�'P-Cllll L) MS 7 Ill .. ', ww -14 xt X a F/ uT T � � i 11 90' a U ZZwc) I-, P.4 U<9 ��'O W1 , W Q � L �2 P4�� j �T O ,o Q LL ' ^,Imy+ WX: 4CLT-a �m i�I F1 E-+ -q.1 Q � ,< � -J � 0 W, L�U4}-U)❑ 8- w I i12ni w 9 F, s 4 w R P�1 Q < Ct �j O�W n U 7-�� ig� !tea �~ WMW°��0 2- M �7er P IF I �0W �v)zwzz J n� uaJOOww 0-4 En Un 2: 0TT9 z3� 4 � U FI - U , w0w400w 4 %iiiIIiIiIiiiiiIiIIIIiiIIi) Z �4 P� p;vH J�IYmsnZU Q;, FH -** * * * * !� EE U g a o '+' IF Irl �=P4� Y ,� o O Q �; PLI r--7 �-`` fnW r\- Q 3 >- U) �5 Z"I :2 Y C.,�,4 L'iVAfaII-�aw �o �_ � F�ZwQ7-UOLLI� �z �cn�cn�55 "a ra aw0wwwT �� b rpq �ZMZZZ(L adi f�l Z5I E) a z U) X h4 U'.2 REVISIONS REV DATE COMMENT BY 1 07/27117 COUNTY COMMEN TS RTY 2 09/27/17 FOR APPROVAL RTY 3:29 DEWATERING STRUCTURE DS APPROVED F O R — ----- (– CONSTRUCTION E PERMANENT SEEDING �� PROJECT No.: V152004 DRAWN BY: MEG CHECKED BY: RTY DATE:: 44119/17 TREE PRESERVATION SCALE: 1f1=40' E AND PROTECTION TP TP CAD 1.D.: 082 3.39 DUST CONTROL [}(', DC LEGEND I MANAGED SLOPES m PRESERVED SLOPES Skz E"WENCE OF CONSTRUCTION PHASE 11 1. CLEAR TREES AS NECESSARY IN AREAS INDICATED IN THE E&S PHASE. 11 PLAN BETWEEN THE ULTIMATE LOD AND INITIAL CLEARANCE LIMIT LINE, AND INSTALL THE REMAINING PERIMETER CONTROLS. 2. CONSTRUCT TEMPORARY DIVERSION DIKES TO DIRECT RUNOFF TO SEDIMENT BASINS. 3. APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION PER MS -5 4. BEGIN CONSTRUCTION OF TEMPORARY CONSTRUCTION ROADS, POND 4, POND 10, POND 11, AND THE RETAINING WALL AS SHOWN IN THE E&S PHASE it PLAN. 5. PERMANENTLY SEED POND 4, 14, AND 11 IMMEDIATELY AFTER INSTALLATION IS COMPLETE. 6. INSTALL ANY TEMPORARY BAFFLING AND OTHERS E&S MEASURES SHOWN IN THE POND DETAILS TO ALLOW THE PONDS TO FUNCTION AS SEDIMENT BASINS. 7. INSTALL ALL REMAINING OUTFALL PROTECTION. 8. TEMPORARY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 9. CONTRACTOR TO ENSURE THAT THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR HAS VERIFIED ALL PHASE II E&S MEASURES ARE CORRECTLY INSTALLED AND PHASE II WORK IS COMPLETED PRIOR TO THE START OF PHASE III OTE: 1. SUPER SILT FENCE TO BE PLACE A MINIMUM OF 4' FROM THE TOE OF ALL FILL SLOPES. 2. ALL TEMPORARY SLOPE. DRAINS HAVE BEEN SIZED PER TABLE 3.15-A ON SHEET 0-626. 3. THE 25' CLEARING BUFFER HAS BEEN PROVIDED TO ALLOW THE CONTRACTOR ROOM TO INSTALL THE PERIMETER CONTROLS SHOWN IN PHASE Il. CONTRACTOR TO WORK WITHIN THE 25” BUFFER EXCEPT WHERE: SHOWN ON THE EROSION AND SEDIMENT CONTROL PHASE Il PLAN SHEET. ., -L-- d PR0,3EC1: -VIRGINIA STORMWATER PLAN FOR D -n f --% DnOOKHILL BL's✓ K 4A .Ll�L.sr' '' AN BLOCK 8A LOCATION OF SITE ROUTE 29 SEMIINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARILE COUNTY, VA 2] B OH L L R E N G I N E E RI N G 28 BLACKWELL PARK LANE, SUITE 20' WARRENTOIN, VIRGINIA 20186 Phone: (544)349-4500 Fax: (540)349-0321 VA@'olhlerEng.com V DANIEL R, MINES P .p L1c. No. 043176 k 09/27/17 jyw' �I j4NAt- 1 SHEET TITLE: ER( --)Sl' I N AND SEDIMENT�v"��} �j �1✓ .� J3. I 1 LY .ti.�s! SHEET NUMBER: C-610 116 3b, III4 Izl IA, IIIIMITS OF DISTDRBANCE INTERIOR LIMITS IN AA OF CLEARING SEE NOTE 3 I\job. IIIIIIIII I 2 I Immi ffmaw ON MET ffER SION IIvz 41 If I OP IIkOP. 12' CLASS I IPA IRIP-RAP IJ60. 47' WV OUT IItIIWv hv IIIAAII'�I� IiIII�'I �A STONE AND MORMPI UA- IIsIIIPROP. 12' ICLASS I NIIIRIP-RAP tIIII P -R A IIIIIINII 0GE OF IIININIow IIIIIItIIIsIIsIIII f IINTERIOR LIMITS -11 t I01 'MITS 6 I6 F :E I�7, IDISTURBANCE NOTE3 IIIsIIIIIsitIIUP . . . ....... itPROP 12' 4 tI> ICLASS I tRIP-RAP IIIcu Im, IIIRTAR ft,�ADYIW ttIIII I INIININIINY Oq J68,36 IL fY10TH UPIA' ititIIIs19, IT ROP. 12' zl X fA USf 0 QP ICLASSI REMAIN OURING &OCA- -RAP ItKit, N, 4A CONSTRUCTION tz IIIIIIIIIIIILIMITS OF IIDISTURBANCE IIIIIiIItIII'C�D IsIII--------------- IIINTERIOR LIMITS \OF CLIARINOSE IE ITNOTE3 IIIII------------ IIIII — -- IIIII— -- — — -- — — — — — — I X vyli I------------ - -------- E,j (00 IIM A" y t H��15NV152000�DRAWNGS�PLANSETS\VVPO-BK04-P�WV152000CB2,DVVG PRINTED BY:ABAXTER ItO6.17@10:02AM LAST SAVED 13Y; ABAXTER LIMITS OF DISTURBANCE SAFETY FENCE TEMPORARY PAVED CONSTRUCTION ENTRANCE COE ISUPER SILT FENCE _XX_ I— SILT FENCE X_ 308 1 CULVERT INLET PROTECTION CLEAN WATER DIVERSION DIKE P, 3.09 TEMPORARY DIVERSION DIKE y �i C 1 v R3 1 0 El 3.14 TEMPORARY SEDIMENT BASIN El TEMPOWY SLOPE DRAIN OUTLET PROTECTION RIP RAP El DEWATERING STRUCTURE DOS PERMANENT SEEDING PS TREE PRESERVATION AND PROTECTION TOP DUST CONTROL DOC DC LEGEND MANAGED SLOPES PRESERVED SLOPES SEQUENCE OF CONSTRUCTION PHASE 11 I . CLEAR TREES AS NECESSARY IN AREAS INDICATED IN THE E&S PHASE 11 PLAN BETWEEN THE ULTIMATE LOD AND INITIAL CLEARANCE LIMIT LINE, AND INSTALL THE REMAINING PERIMETER CONTROLS. 2. CONSTRUCT TEMPORARY DIVERSION DIKES TO DIRECT RUNOFF TO SEDIMENT BASINS. 3. APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION PER MS -5 4. BEGIN CONSTRUCTION OF TEMPORARY CONSTRUCTION ROADS, POND 4, POND 10, POND I 1, AND THE RETAINING WALL AS SHOWN IN THE E&S PHASE 11 PLAN. 5. PERMANENTLY SEED POND 4, 10, AND 11 IMMEDIATELY AFTER INSTALLATION IS COMPLETE. 6. INSTALL ANY TEMPORARY BAFFLING AND OTHERS E&S MEASURES SHOWN IN THE POND DETAILS TO ALLOW THE PONDS TO FUNCTION AS SEDIMENT BASINS. 7. INSTALL ALL REMAINING OUTFALL PROTECTION. 8. TEMPORARY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 9. CONTRACTOR TO ENSURE THAT THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR HAS VERIFIED ALL PHASE 11 E&S MEASURES ARE CORRECTLY INSTALLED AND PHASE 11 WORK IS COMPLETED PRIOR TO THE START OF PHASE III NOTE: I . SUPER SILT FENCE TO BE PLACE A MINIMUM OF 4'FROM THE TOE OF ALL FILL SLOPES. 2. ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3.15-A ON SHEET C-626. 3. THE 25'CLEARING BUFFER HAS BEEN PROVIDED TO ALLOW THE CONTRACTOR ROOM TO INSTALL THE PERIMETER CONTROLS SHOWN IN PHASE III. CONTRACTOR TO WORK WITHIN THE 25'BUFFER EXCEPT WHERE SHOWN ON THE EROSION AND SEDIMENT CONTROL PHASE 11 PLAN SHEET. IIt I 7f, it or W z> wo z Uz Ld ow u C) _r W4 a. 4 0 " Q P, + + + + + ILOL, 0 8< z z Wz >% U) z z �xl 0 0 X m 0= .03 zi W, 0 0 Lb ui U) z C-) Z�4 + + ,� P4 , .4 gm P4 P, U 0 0 m E W z < z) - z I :2 �z E � �i Lu Q - Of it -,J W Wz ZO >0 0 0_ W 0 U, uj W z: �E C, Z , n Z Z Z CL 24 + + + _* + + �) z 2 REVISIONS REV DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 09127/17 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's firee. It's the law. APPROVED FOR CONSTRUCTION PROJECT No,: V152OOr DRAWN BY: MEG CHECKED BY: RTY DATE: 04119/17 SCALE: 1 11=40' CAD LID.: OB2 01 PROJECT-, VIRGINIA STORMWATER MANAGEMENT PLAN FOR BROOKHILL SECTION I BLOCK 4A AND BLOCK8A LOCATIO'2',,,T OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA B011LER E N G I N E E R I N G '8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-45GO Fax: (540) 349-0321 VA@,BohlerEng.com DANIEL R. HINES P Lic. No. 043176 09/27/17 SHEET TITLE: EROSION AND SEDIMENT CONTROL PHASE 11 SHEET NUMBER: C-61 I 48 INV AN J,1622' PCJ,!„.i r ` " t e �'" p S.ferV f OMNI #'/ } ii ------------------ J .__ _ LIMITS OF=,.. DISTURBANCE \,.,�'''- _`-•�._..` .._-.._. •- ice. �! '� ~�'1 \e! \t a^ ��`'., *TY} t �� •,''�_ I Mr, L ,\ is '..,` INTERIOR ITS r w .., 1 N L dl , 1 ' ' l(r 3 1 - ff^r C jf •t ^ � 1 11 iA it S � i i ii, EX ,f?EELIX I, �t C �• t ! f 1 t + i, f f !1 ` . .� ._, � % ., "''r"'..%. •..i:3 ,- ...-...,.- .r., ..-.. �'�' � � ! I f - jf i �� I i r i, � 3 '• / Ir I I f 1' f d (i i P !" t f 7 ! t `, 1 1 ! F I / d r�/ J�V tail +').Ff� IC.Iql1 7 S?•'.r /� �` a I f t d r' � f!r /rr pf 1 !f` �'i�'O f'. +iJ d"Vt ^Y ..+!! i ` .A•iry �-" �f/Y � ✓� d 1! of /r ..r-•� JJ / { /, !t 1( 1! . l _ r Jrr Jr rr tf ! r IN F f Y F -INTERIOR LIM'ITS- ' J OF 0LEARING SSE ---_. - 57R�•^EAM - •'�r.''� 'o•,�" r%t/JJ / l r^ 'ter s_�.__ ,._, !aUliEJT `�«-. 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A', ,}h \4 1'ge'` Xi 1, IIS 'l 8 � T'` \ \ \`\ IOSIOND�'\ ' 41411 %'A 4\ EDiMENT , " \ 1t IOL DETAILS tOP 15" PLUNGE ti )OL �',1 e,.� ,YM1t 5 INTERIOR LIMITS l �tl\\\?1\ 1 OF CLEARING SEE \ �y, ` l `, °, , ,l \1 \ , N, Hall, l` i \a ?e 't, 7r , `'� tett\� \ 1M1 'y; aS ll\l, i NOTE 3 `l \ a ?0 v \— 1 ? S \ l i cog of - I \ G!3 ^yI INL Nk, If \� Ot , 1 �Y. 'NN"', t�,.e he � � tl t\ � �a�"y \ \ ht4tl�tt \ yt � \ lt. � 1 V qi , '` 5t is lNi I I ' k ,� 4`"1 ` '♦ \ 1 YtV \�'.ya�M1a �\4" Y t�� Y ., \`� 6 1 ', t''\ it Y� IN, IN 1 t 1 l LIMITS OF DISTURBANCE; @ I 3.01 SAFETY FENCE S:;� ElTEMPORARY PAVED CONSTRUCTION ENTRANCE +�F -- SUPER SILT FENCE XX 3.05 SILT FENCE X Yrs --X— 3.08 CULVERT INLET PROTECTION CLEAN WATER DIVERSION DIKE CVVD �o oa 3.09 TEMPORARY DIVERSION DIKE S0,: sitEl 3.1 TEMPORARY SEDIMENT BASIN ,gg 3,15 TEMPORARY SLOPE DRAIN CSD 3.18 OUTLET PROTECTION OOP 3.19 RIP RAI;' REVISIONS I REV DATE COMMENT BY 1 07/27/17 2 /17 Fz-' ga 2 W� O z RTY c�17 z r� t„� nQ U w Q � z oJo! � �ig yp F� T r- Q�-LL O an w�zd�4m �w WE�¢oa `" U QF D -U) �� n W ur„3�jW Q `C Qz � 9 r., U y:�cca�c7 w w J m r = Q :2 F rj� Q wOwQOo2 U) n' m(f)z0 z4 Adak M Q � Y � c'7 d Z T'9 RE Q Q z wz a z' 'i Y`1"0. Ul `Cig o W W (D � t J QwO00ww � 05s �S z Ra 0. LL,O w w W 2 szmzzz0- o Z REVISIONS I REV DATE COMMENT BY 1 07/27/17 2 /17 COUNTY COMMENTS RTY 2 08/27/17 FOR APPROVAL RTY L3:28j DEWATERING STRUCTURE DS APPROVED FOR CONSTRUCTION 3.32 PERMANENT SEEDING PROJECT No.: 7152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19117 3,38 TREE PRESERVATION SCALE: 1"=40' AND PROTECTION TP TP CAD I.D.: OB2 PROJECT: VIRGINIA Is 3.39 DUST CONTROL STORM-YVAT ' . MANAGEMENT LEGEND D 'A MANAGED SLOPES , -q PRESERVED SLOPES SEQUENCE OF CONSTRUCTION PHASE 11 1. CLEAR TREES AS NECESSARY iN AREAS INDICATED IN THE E&S PHASE If PLAN BETWEEN THE ULTIMATE LOD AND INITIAL CLEARANCE LIMIT LINE, AND INSTALL THE REMAINING PERIMETER CONTROLS. 2. CONSTRUCT TEMPORARY DIVERSION DIKES TO DIRECT RUNOFF TO SEDIMENT BASINS, 3. APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION PER MS -5 4, BEGIN CONSTRUCTION OF TEMPORARY CONSTRUCTION ROADS, POND 4, POND 10, POND 11, AND THE RETAINING WALL AS SHOWN IN THE E&S PHASE II PIAN. 5. PERMANENTLY SEED POND 4, 10, AND 11 IMMEDIATELY AFTER INSTALLATION IS COMPLETE. 6. INSTALL ANY TEMPORARY BAFFLING AND OTHERS E&S MEASURES SHOWN IN THE POND DETAILS TO ALLOW THE PONDS TO FUNCTION AS SEDIMENT BASINS. 7. INSTALL ALL REMAINING OUTFALL PROTECTION. 8. TEMPORARY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 9. CONTRACTOR TO ENSURE THAT THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR HAS VERIFIED ALL PHASE 11 E&S MEASURES ARE CORRECTLY INSTALLED AND PHASE 11 WORK IS COMPLETED PRiOR TO THE START OF PHASE III NOTE: 1. SUPER SILT FENCE TO BE PLACE A MINIMUM OF 4' FROM THE TOE OF ALL FILL SLOPES. 2. ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3.15-A ON SHEET C-626. 3. THE 25' CLEARING BUFFER HAS BEEN PROVIDED TO ALLOW THE CONTRACTOR ROOM TO INSTALL THE PERIMETER CONTROLS SHOWN IN PHASE IL CONTRACTOR TO WORK WITHIN THE 25' BUFFER EXCEPT WHERE SHOWN ON THE EROSION AND SEDIMENT CONTROL PHASE II PLAN SHEET. SHEET IKEA' Tip TRS ►0 100 50 0 200 01 PLAN R BR�l.J`,gyp 3 HIL LA SECTION 1 BLOCK 4A AND BLOCK 8A LOCATION OF SITE ROUTE 29 SEMIiWOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA 01 B LER E N G II N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186: Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohierEng.com TH a,� V DANIEL R. NINES P •p Llo. No. 043176 09/27/17 SHEET TITLE: EROSION AND SEDIMENT CONTROL PHASE 11 SHEET NUMBER, C-612 /" ' I / r' r/ / f r i (` l ,} I i t 1 J ,3�sp i i .4' , 1 1 f .) / ! r r/ f f \ ! r r i F r 6 ( t t ! e / / i / tl rI ft' 11 �' �` fi d ,° t\ \\ I ft ! f t if( i r ff / ! I / I/! 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"`�:,612 '),, ! ,�, I I ,, ,/ -'z: -_ -- \\--","-, - E ROSION CONTROL LEGEND LIMITS OF DISTURBANCE @ 8 :3.01]SAFETY FENCE SA r tr# TEMPORARY PAVED I CONSTRUCTION ENTRANCE �' ��# SSF -- SUPER SILT FENCE SS XX 3.05 SILT FENCE SI= )( X Xr— 3.0$ CULVERT INLET PROTECTION ((� — A 1 CLEAN WATER DIVERSION DIKE (;� DD 3.09 TEMPORARY DIVERSION DIKE [} i'` "` "„ pr t y r. ,'p0i`A:^'.,t p X -di _y ttt., 0,I),s'kiIU,4 6�1 /I �: ",., TEMPE ORARY SEDIMENT BASIN SB \:✓ 3.15 TEMPORARY SLOPE DRAIN * 3.1$ OUTLET PROTECTION �� &W 3.19 RIP RAP * Ift [E] I" v 4c I > J P) it w p' v' .-OR- --,�E I -w w - -- P4 44 --- 44 � & E -i > H Q a 6 ��55 `� Vn Z E- g � 4 '' L 4 U '< 0 -- P z U1:;r,0 -r- --off rW h+a � S a Q LL ,L I w �°� Wwz�F �- hal w4 -. -j <, g205 .i Q O I a Q S U4ticnn �)P, **s*t1# �I P4� E 4 p W n � v- W Qn �Q e "-uRi V)2 WZZ> 9- -1=8 =Z 2 0 c ,0,,:�4 wOq¢OOw u H jU)a'mu}Z0 ofa ��P **++*** -8 u I ! Pqr� .�p � a e V, W4Q � 4 i o F" U S z W z -t io Wj2 4m QW U` �(� wO�nO�n 0I ;1,WN�.,'S-'S�� z m' �4 CL 0wQWX �35 " q nZcaZZZf1 g- �Z *+*+ -*'+ 1L, U2 �S pm �'4 z e En I 11�En REVISIONS REV DATE COMMENT BY 1 07127117 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY — I r KNOW WHAT'S BELOW ALWAYS CALL 891 BEFORE YOU DIG It's fast. It's (free. It's the law. 3.26 I DEWATERING STRUCTURE I i S) I APPROVEDF-�R CONSTRUCTI 3.32 PERMANENT SEEDING �� PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19/17 TREE PRESERVATION SCALE: 111=40' 3'38 AND PROTECTION TP TP CAD I. D.: Ogg 3.39 I =011 DUST CONTROL; [}(,' LEGEND I MANAGED SLOPES m PRESERVED SLOPES 1. CLEAR TREES AS NECESSARY IN AREAS INDICATED 4N THE E&S PHASE 11 PLAN BETWEEN THE ULTIMATE LOD AND INITIAL CLEARANCE LIMIT LINE, AND INSTALL THE REMAINING PERIMETER CONTROLS. 2. CONSTRUCT TEMPORARY DIVERSION DIKES TO DIRECT RUNOFF TO SEDIMENT BASINS. 3. APPLY STABILIZATION MEASURES TO DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION PER MS -5 4. BEGIN CONSTRUCTION OF TEMPORARY CONSTRUCTION ROADS, POND 4, POND 10, POND 11, AND THE RETAINING WALL AS SHOWN IN THE E&S PHASE II PLAN. 5. PERMANENTLY SEED POND 4, 10, AND 11 IMMEDIATELY AFTER INSTALLATION IS COMPLETE, 6. INSTALL ANY TEMPORARY BAFFLING AND OTHERS E&S MEASURES SHOWN IN THE POND DETAILS TO ALLOW THE PONDS TO FUNCTION AS SEDIMENT BASINS. 7. INSTALL ALL REMAINING OUTFALL PROTECTION. 8. TEMPORARY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 9. CONTRACTOR TO ENSURE THAT THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR HAS VERIFIED ALL PHASE II E&S MEASURES ARE CORRECTLY INSTALLED AND PHASE 11 WORK IS COMPLETED PRIOR TO THE START OF PHASE III NOTE: 1. SUPER SILT FENCE TO BE PLACE A MINIMUM OF 4' FROM THE TOE OF ALL FILL SLOPES. 2. ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3.15-A ON SHEET x;-626- 3, THE 25' CLEARING BUFFER HAS BEEN PROVIDED TO ALLOW THE CONTRACTOR ROOM TO INSTALL THE PERIMETER CONTROLS SHOWN IN PHASE 11. CONTRACTOR TO WORK WITHIN THE 25' BUFFER EXCEPT WHERE SHOWN ON THE EROSION AND SEDIMENT CONTROL PHASE 11 PLAN SHEET. E 2 .Lsaov �ox` c6 ia� imiH�SEII SHEET YEy t- o.'r�l m TRAIL 11 200 100 50 0 200 1 "= 200' PROJECT: VIRGINIA STORMWATER PLAN 1 FOR BROOK 111" L SECTION 1 BLOCK4A AND la S B OCK 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA t 1111� 11 10 I 1�mml:m I a a , 128 BLACKWELL PARK LANE, SUITE 201 1 WARRENTON,: VIRGINIA 20188 Phone: (540) 349-4500 1 Fax: (540) 349-0321 VA@BohlerEng.com Td1 6j., U DANIEL R. HINES .q LiC. N0.043176 09/27/17 op- , i rewAr. ti 6 SHEET'� T)I (T�jL°�Ej SION AND SEDIMENT NT PHASE 11 ;iAEET NUMBER: C-1613 If 1,71 /o� Y� If If If EROSION CONTROL LEGEND ;::�zz: 7 jl�v?i e 7-7-- OINTGOMERY -N` 0 i1ji I 42. LIMITS OF DISTURBANCE go" J0, N4�11�; o,_ 7_ f If IN It if VFFER `4 x IN, It It 11 9 I 'tit it, I N, If I',,, if t -17 IN, J, I I i " iA, N fl- 'j, SAFETY FENCE �!OAW El I I 1 1, 1 1, 1, 1 It 7. 'N, If 'IN' 7::� CONSTRUCTION ENTRANCE V N, 9� J 1�1,�_ f TEMPORARY PAVED 5, j, 4) v ll IZ- ------- ------ 'N" Z_ N. it -------- %j At -fit IN `N� ----- ----- t SUPER SILT FENCE —xx— x - IN vk t It N, N "IN ------- it It X --.X—X— SILT FENCE N, El N�,�3k ",If NJ,, R, C) f5 7 R y J '71 It v ;p Z -30 1 - -wow NA TOfi - - 7? CULVERT INLET PROTECTION R If 9, Bum t DA "AREA: 1.05 AC.' TREAR SUM R NIt NIt NI IJ J,l T) 58 t IN CLEAN WATER DIVERSION DIKE < IN VAI 1 11" P, I %� "I Ar IN, 4 2 IN CN: q� X V, it/ INN % N h N� 'STREAU 6 NJ L -x 100, If VFFEA" 9 lt 14,'5 P o ('�,i xj -IN N 4", X- o� IN TEMPORARY DIVERSION DIKE 01, t- �h z, DA 5D a\ _'v IV yz rE111.Q01p1�p11Ir R .1 -0, TA /"A z AREA: 4.70 AC] CN: 57 X H_ N N, a 100, /TcAm TEMPORARY SEDIMENT BASIN V, DA 5A IN \�\o N, IN . " ", - -1 1 AREA: 1.64 AC. I IN if will v I IttI?. A CN: 58 Zv �,A it 11 11 IN t TEMPORARY SLOPE DRAIN llv I Z- W� \T )A 3 (OFFSITE) 4, LWT vy a 6, _ J�21 20' I NI AREA: 1.20 AC. a 54NIT EX. 100' - --------- - ----- k-, I , CN: 55'-, % OUTLET PROTECTION IN xj 1 , " , �-n - �71 ___ 1, i J /,� - S7??DW BUFFER V 1, 70 M� plo 0 N it �x 11'vv� AREA: 1.0 AC. A t it DA 213 �A �4' CN: 56 v �11\v\ DA 4B (BYPASS) CN: 58 RCICKIIHIE IN 7 I AREA: z .15 AC. PPAv 9 AnAr ;4 x < cc z g Z or 2_ 0 z _j < :D -A LT_j 1-1 p-1 g Z,!� C) So c< (.)P, ****** cn W z Loll 90 < I- <, - :5 !E < �� 10 :.- L<L, 0 X- 10 a § 5 U) �: LLJ z z E Lr La 0 LTU m ca z l-_ 0 F_ I— 5 1 0 0 1 _t V) IM U) Z 0 z U pT4 87. S2 P; P� D Z § D :c S2 Lu z< < Lu :5 § �P�q In,- LzLj MO Wz LZIJ Wz 171-: + + cn _j REVISIONS REV DATE COMMENT BY 1 07127117 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free, It's the law. 4 1 N QX"', I I; N, IN A 2 (OFFSITE) �'jj jfl, N, ((//,�,CN: 58 APPROVED FOR IN, -7 AREA: 3.52 AC. CONSTRUCTION DOS 1 is' DEWATERING STRUCTURE V I'0— y 42 4A 11(111'v1)1ITuW1v1v RICN: 55 X PROJECT Nto,: V1 52000 t if DA 2A DRAWN BY: MEG 114J, 0', AREA: 0.68 AC. H CKED BY. RTY N!,J 1, N DATE� 04/19/17 6 i �0 f iI,A z PERMANENT SEEDING z NN, , S� (§ CN: 5 V, SCALE: =40' CAD I.D,: OC2 it N ...... "v Sal -p if 1, 1 11 � I I , r , 11,1_1 - , - ? /11 ", I � I.. 5" , , I ., I If I AV,' 20t -I_ I ; � I i " Yt D IN N It TREE PRESERVATION PROJECT: AND PROTECTION VIRGINIA AREA: 110.39 AC., DA I kurrol I AREA: 9:9 _R'N4A/VATFP --AREA: 4.41 AC. CN:57 STO —6N UA I b ------- AREA- 1.88 AC, yv, CN. 55 L, IT 00 DUST CONTROL V 7 'RE4h CN: 65 '1V, t rE) gu7 W A 4 (U�I, D` 1450 LEGEND 4 7 ;�44 2�'DA1013 If �'E S's , I kREA: 3.52 AC. JN: 55 MANAGEDSLOPES NATURAZ AREA: 0. 15 AC Z I ;I L�f_% I r -A PRESERVED SLOPES BUFFER ",:-I "i " I I 50' ---A � CN, 58 I wf IIJIvf�flf i It I I - " ? FSITE) ',,96 4591 A R., % I , '4* a IN :IO/PA 1 (OF AREA: 0. 17 AC. 5.04 A REk C. EX log' \J t ll% SEQUENCE OF CONSTRUCTION C N: 55 STREW BUFFEN I ; I , J( I � I , I I � I I j- ov , I � � 11 1'$ !� 11, 8 R V,V U PHASE III "v" Xii1tw, IN It -,t If 1 11 1. CLEAR REMAINING TREES. f 2. BEGIN EARTHWORK OPERATIONS STARTING WITH THE SLOPE fit T9 A 9 f "', , : � �/_ [ - 'r -a — I I I; t k I I I CONSTRUCTION BEHIND POND 4. N' X !DA 10A 3, AFTER FINAL GRADING IS REACHED BEHIND POND 4 IMMEDIATELY q. DA 10 (OFFSITE) ',;it STABILIZE THE SLOPE WITH THE PERMANENT SEEDING. DA 10 REA. 0.54 A 6't'if 4. INSTALL DIVERSIONS AS SHOWN TO DIRECT WATER TO POND 4- ,/j TO POND 10 AREA: 1.70 -1h I " " , " . , I .", I AU REMOVE SEDIMENT BASIN 1. I I _'�11 ADF-b A '47 Ar, , �X/ , <�r, I, I I � I . i I I 1 11 U. Ar I Em I r1r_ OLUt-C MM;Zl Or -M-4 o I Amll_fLED BEHIND POND 4, ALL 7 1 1 1 / , / , 1 1, 1 , I , I, I IS f, ,, I I / ;;-- i I CN. I DIVERSIONS ARE IN PLACE, AND THE COUNTY E&S INSPECTOR HAS CN: 55 APPROVED ITS CONDfTION,THE CONTRACTOR CAN BEGIN ALL j EARTHWORK OPERATIONS. v't t 6. CONTRACTOR TO CONSTRUCT SWALES AS SHOWN AS FINAL GRADE IS N, f Z z REACHED TO DIVERT RUNOFF TO PONDS AS SHOWN ON THE E&S PHASE fit PLAN. X, j 3 0 Avk Ox", j 1 7. TEMPORARILY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 8. FINAL GRADE THE DISTURBED AREAS. n 'z �N IN � II, _ - - _z 100' t Hu"by t �R 9� PERMANENTLY SEED AND/OR SODIMULCH ALL PROPOSED LANDSCAPED v p" N1, AREAS. `A 10, FOLLOWING COMPLETE SITE STABILIZATION AND WITH THE AGREEMENT 6 AREA: 3.14 I'V, N, N, kJ 1j, OF INSPECTOR, REMOVE SEDIMENT CONTROL MEASURES FROM ALL IN I �FH CN: PONDS AND CLEAN PONDS AS REQUIRED. REMOVE ALL REMAINING E&S N . .- I- " 1 /1 , \ , I I \ I ��, I . J" CONTROLS. NOTE: Z Itt DA 11B 1 . SUPER SILT FENCE TO BE PLACED A MINIMUM OF 4'FROM t _Al THE TOE OF ALL FILL SLOPES N"f", /1' i AREA: 1.30 AC, fl, I\ IS, 2. ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3,15 ON SHEET C-626 AR I'll, IN b 3. EMERGENCY SPILLWAY FOR PONDS 4, 10, AND 11 TO BE CONSTRUCTED ONLY UPON APPROVAL OF THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR PRIOR TO ------ IN I I I I � _:�_ ___, ", \ 111�1 \1 x 0� It z� , -, I ", � , , _,�/I s - 0 J It CONVERSION OF POND FROM SEDIMENT BASIN TO STORM Z _41 t WATER MANAGEMENT POND. It Z, f Ix '?7 7 V1 11 7uu I 1j, 151TORIVAP it g W,41, " - -1 WNP IN, YRqL au No X T- N IN REA AC. it __4 t lo�_ I X I 44� --CN: 62 T11 - --------- 4: R", K %M_m it, H f 7777� "Bi F 777�- 7� 07 L o R TM, F E TRA I lk UT �OL U.S, R -n' tv INN Y/� it it -N 0" N'I > H-klS\VI52000TRAWNGSTLANSE'rS�VWQ-OK04-PLAN�V152000OC2.DWGPP,l�4TEE)BYZABAXTF�R 11M.17Q10MAM LAST SAVED BY� ASAXTER ROUM2 IIISHF,ETKEY !�S' L�t3' ,, 200 100 50 0 200 1 1 V=200' MANAGEMENT PLAN FOR BRO"MILL SECTION I BL"CK 4A AND BLOCK 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA BOHLER'-, E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: 1(540) 349-4500 Fax: (540) 349-0321 VA@Bc)hlerEng.com �A� � �-IFTIlpft .1 tj 04W DANIELR.HINES P Lic. No. 043176 09/27/17 EROSION AND SEDIMENT CONTROL PHASE Ill OVERALLPLAN SHEET NUMBER: C-614 I r j 1 I j 1 ., 1 t \ k ! ` i rrr 'I f I - ! t I ll' I III I!! 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' l L } t \ Y \ A \ \ '� 5 \ _ H A15%V1520001DRAW1NG$T AN SETSMPO - BK04 - PLANIV152000QC2.DWG PRINTED BY: ABAXTER 41.08,17 Y/i 14:03 AM LAST SAVP:D BY: ABAXrER LIMITS OF DISTURBANCE S� 3.01 SAFETY FENCE SA r : k TEMPORARY PAVED i' CE CE , I UC T E u , ,, , CONSTR TION EN RANG �^ ,z.x. _ . _`;_, 8 SUPER SILT FENCE * XX 3.05 SILT FENCE F —X X I 3,08 CULVERT INLET PROTECTION (;� CLEAN WATER DIVERSION DIKE CWD DD 3.09 TEMPORARY DIVERSION DIKE "�°�"B � Y_ t l r,71�: .Y , I;>r:'('-.,t I, c .$0ii k1ivl � x . 3.14 TEMPORARY SEDIMENT BASIN I� �/ 3.15 TEMPORARY SLOPE DRAIN SD _� 3.1'8 OUTLET PROTECTION OP 3.19 RIP RAP RR g44 r 7 � 11 I- � " z F � 07127/17 z 'Q t �Q z��_'O� I 09/27/17 ,0IQ--_LLIs cn �0p �'=�aoa I �U¢f-w0 f �,� Q tJ < +► .+► # �► .► # E g [ I �'4H 4 z¢¢Q Qa ,WO �a�T y:� 2§'�- < JF¢1 ��'.>(Y g I F X } �' a�e�� =W� Oww Crt T "-� WW �w [ Q Q 0 �/ g p (l w Y 6 u W 4 2 a' }_ w_ a i z � Zr Y) U3 Q W T.. ! w-n2��U)a ! �w I `�'4 ¢w4'0'0Wo �iS"n3:3� W a �pq awQwww= 5zmzzza >_1 1� ; '* * * * * + '� I M ra O 3.26 DEWATERING STRt1CTURE [� APPROVED EOR 1..�)��JTRVli 1 �{�� 3.32 PERMANENT SEEDING (� PROJECT No.: V152O00 DRAWN BY: MEG CHECKED BY_ RTY DATE: 04/19/17 SCALE: 1 "-40' 338 TREEPRESERVAi10N TP TP CAD 1.D.: OC2 AND PROTECTION 3.39 DUST CONTROL DC DC Ir .cl�N-IL.�/ MANAGED SLOPES �'^ ..�"4° PRESERVED SLOPES SEQUE �'1 IC r Off' ' NSTR �J CTION PHASE III 1. CLEAR REMAINING TREES. 2, BEGIN EARTHWORK OPERATIONS STARTING WITH THE SLOPE CONSTRUCTION BEHIND POND 4, 3. AFTER FINAL GRADING IS REACHED BEHIND POND 4 IMMEDIATELY STABILIZE THE SLOPE WiTH THE PERMANENT SEEDING, 4. INSTALL DIVERSIONS AS SHOWN TO DIRECT WATER TO POND 4 AND REMOVE SEDIMENT BASIN 1. 5. AFTER THE SLOPE HAS BEEN ST ED B ABiLiZ EHIND POND 4, ALL DIVERSIONS ARE IN PLACE, AND THE COUNTY E&S INSPECTOR HAS V IT APPRO ED S CONDITION,THE CONTRACTOR CAN BEGIN ALL EARTHWORK OPERATIONS. 6. CONTRACTOR TO CONSTRUCT SWALES AS SHOWN AS FINAL GRADE IS REACHED TO DiVERT RUNOFF TO PONDS AS SHOWN ON THE E&S PHASE ill PLAN. 7. TEMPORARILY EED AND STABI DI URB S LIZE ALL ST ED LANDSCAPE AREAS. B. FINAL GRADE THE DISTURBED AREAS. 9. PERMANENTLY SEED AND/OR SODIMULCH ALL PROPOSED LANDSCAPED AREAS, 10, FOLLOWING COMPLETE SITE STABILIZATION AND WITH THE AGREEMENT OF INSPECTOR, REMOVE SEDIMENT CONTROL MEASURES FROM ALL PONDS AND CLEAN PONDS AS REQUIRED. REMOVE ALL REMAINING E&S CONTROLS. '� TE. 1, SUPER SILT FENCE TO BE PLACED A MiNIMUM OF 4' FROM THE TOE OF ALL FILL SLOPES 2. ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3,15 ON SHEET C-626 3, EMERGENCY SPILLWAY FOR PONDS 4, 10, AND 11 TO BE CONSTRUCTED ONLY UPON APPROVAL OF THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR PRIOR TO CONVERSION OF POND FROM SEDIMENT BASIN TO STORM WATER MANAGEMENT POND -6244 , 1 Y i I ",.� +'r _ ' -- I I , a i/ P ,� 6 it,L O e : 10-621 I; C-62 ,. C'J' , .v' - t I i_ , F` -626 I 1-1 k, 1r I _ TR133. 40 20 10 0 40 1,,= 40' PROJECT: VIRGI I STOATER ALAN FOR ??:{j}'''�g� SEC� IONI BLOCK 4A d , y D BL1 C 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMAIRLE COUNTY, VA M 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: 540 { )349.4500 Fax: {540) 349-0321 VA tr BohlerEng.com V DANIEL R, HINES "' s.0 Lic- No. 043176 7! �,r X912 17 tam I S'3 1,►�, - AL.I I SHEET TITLE: EROSION AND SEDIMENT P � ASE III SHEET NUMBERt: O REV DATE COMMENT BY 1 07127/17 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY 3.26 DEWATERING STRt1CTURE [� APPROVED EOR 1..�)��JTRVli 1 �{�� 3.32 PERMANENT SEEDING (� PROJECT No.: V152O00 DRAWN BY: MEG CHECKED BY_ RTY DATE: 04/19/17 SCALE: 1 "-40' 338 TREEPRESERVAi10N TP TP CAD 1.D.: OC2 AND PROTECTION 3.39 DUST CONTROL DC DC Ir .cl�N-IL.�/ MANAGED SLOPES �'^ ..�"4° PRESERVED SLOPES SEQUE �'1 IC r Off' ' NSTR �J CTION PHASE III 1. CLEAR REMAINING TREES. 2, BEGIN EARTHWORK OPERATIONS STARTING WITH THE SLOPE CONSTRUCTION BEHIND POND 4, 3. AFTER FINAL GRADING IS REACHED BEHIND POND 4 IMMEDIATELY STABILIZE THE SLOPE WiTH THE PERMANENT SEEDING, 4. INSTALL DIVERSIONS AS SHOWN TO DIRECT WATER TO POND 4 AND REMOVE SEDIMENT BASIN 1. 5. AFTER THE SLOPE HAS BEEN ST ED B ABiLiZ EHIND POND 4, ALL DIVERSIONS ARE IN PLACE, AND THE COUNTY E&S INSPECTOR HAS V IT APPRO ED S CONDITION,THE CONTRACTOR CAN BEGIN ALL EARTHWORK OPERATIONS. 6. CONTRACTOR TO CONSTRUCT SWALES AS SHOWN AS FINAL GRADE IS REACHED TO DiVERT RUNOFF TO PONDS AS SHOWN ON THE E&S PHASE ill PLAN. 7. TEMPORARILY EED AND STABI DI URB S LIZE ALL ST ED LANDSCAPE AREAS. B. FINAL GRADE THE DISTURBED AREAS. 9. PERMANENTLY SEED AND/OR SODIMULCH ALL PROPOSED LANDSCAPED AREAS, 10, FOLLOWING COMPLETE SITE STABILIZATION AND WITH THE AGREEMENT OF INSPECTOR, REMOVE SEDIMENT CONTROL MEASURES FROM ALL PONDS AND CLEAN PONDS AS REQUIRED. REMOVE ALL REMAINING E&S CONTROLS. '� TE. 1, SUPER SILT FENCE TO BE PLACED A MiNIMUM OF 4' FROM THE TOE OF ALL FILL SLOPES 2. ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3,15 ON SHEET C-626 3, EMERGENCY SPILLWAY FOR PONDS 4, 10, AND 11 TO BE CONSTRUCTED ONLY UPON APPROVAL OF THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR PRIOR TO CONVERSION OF POND FROM SEDIMENT BASIN TO STORM WATER MANAGEMENT POND -6244 , 1 Y i I ",.� +'r _ ' -- I I , a i/ P ,� 6 it,L O e : 10-621 I; C-62 ,. C'J' , .v' - t I i_ , F` -626 I 1-1 k, 1r I _ TR133. 40 20 10 0 40 1,,= 40' PROJECT: VIRGI I STOATER ALAN FOR ??:{j}'''�g� SEC� IONI BLOCK 4A d , y D BL1 C 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMAIRLE COUNTY, VA M 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: 540 { )349.4500 Fax: {540) 349-0321 VA tr BohlerEng.com V DANIEL R, HINES "' s.0 Lic- No. 043176 7! �,r X912 17 tam I S'3 1,►�, - AL.I I SHEET TITLE: EROSION AND SEDIMENT P � ASE III SHEET NUMBERt: O \CTOR VIDE HMMV1520000RAVNNGS}PLANSEi-SAWPO-BK04-PLANlV152000M2.©WG PRINTED BY; ABAXTER 11.00.17tQM04AM LAST SAVED BY; ABAY.TER ° ° a Y ! � a ,! Yt 1 } ! Y '1. 1 \ ' Y \ .Y \ � 1 1 \ 4 k R 1 t 1 , e . ' 4 ' ' S \ t k \ } \ p O [ �\ 5 5 \ 1 1 , 1 r } 1 } P \ tl j R i ° S 30' OMP JWV IN = 748/ 80' } 'k l f i ~ 30" !;VP r'r`vY OUT -- 348 6Y 1 `t t I C e S. j 1 l } ; t e Y, t AND acL U' z I"W CjF4 esti��_ i 4sf7 M, `< XzZ>14 > P✓IOTTL Urwf S`ca t SFO♦— �� , WOLu ¢OOw Jcnamrnzo g f f 4 i C� ¢ Q 0 d �� L7 z w z O wcg��a ! f t aLl}JQW W W5 `•. p �� zmzzza i 1 t \Y t yr _ P l i g x1 k 1 S l t t i ,;' �i • 9', rf I � i ( f e r 4 J tl t yy II r 1 4 t t i ! '9E �e ' ; 't `; -Et FOG'E Orf` i ' s l;.'t ' �X,�, lr't'r'vfiNT f M1 Y1\\ 1 ft T`j 1 f �°y51 i 1R t 9 rt 1 F ... �G !t REV 1 \ WCOMMENT t , t p O [ F+ n C z i 1 { t t � k L t tl 0 3 Y } 'k d P 1 1 I C ��wtt S. - S �} { t i t P i tom't1 ri I t i^ �1l ttq 4, t � y j t 1 S\ Lx PPOE Of M' VENPIT ......-:.f al. 15t' t' 4t t't } Yt4 sit \ 'l f RfX dt " WIL S b i 1 V 4 ' Y, 4 t M1 i, `\ `1 'j `t i..1 1 t5 1 4 J !"• ti t ------._:—.__R _ �.. __... ,.. ~ _ _ SfGN4t LIUHI t'OtT P r I^117L£-!'a�C 1/4,h S OU7 Pao ------------------ x. E 100' ------------------------------ --S1OI t L, i!T POLE _ U1` VAULT t/r4/t r11_Ef? LIOHIS OVER "UTE 29 SEMINO"LE U 0. LRA - Ai _ ` 1 EROSION CONTROL LEGEND D ElLIMITS OF DISTURBANCE 3.41 SAFETY FENCE SA TEMPORARY PAVED e CONSTRUCTION ENTRANCE S5F - - SUPER SILT FENCE XX 3.Q5 SILT FENCE SE 'X X X- 3.{18 CULVERT INLET PROTECTION (;IP V CLEAN WATER DIVERSION DIKE BD 3.49 TEMPORARY DIVERSION DIKE DD 2� 9� 3.14 TEMPORARY SEDIMENT BASIN 3.95 TEMPORARY SLOPE DRAIN[) 3,48 OUTLET PROTECTION (}P 3.19 RIP RAP RR REVISIONS REV DATE WCOMMENT BY p O [ F+ n C z RTY t � k L t P4 0 W F'+ < 0 s Q C� C ��wtt f 0 z acL U' z I"W CjF4 esti��_ i 4sf7 M, `< XzZ>14 > 10 Z S`ca t SFO♦— �� QF WOLu ¢OOw Jcnamrnzo g M 4 W i C� ¢ Q 0 d �� L7 z w z O wcg��a ! f a LLJ 0 aLl}JQW W W5 `•. p �� zmzzza rG + + 4 M _ REVISIONS REV DATE WCOMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 2 09127/17 FOR APPROVAL RTY KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. Its the law. 3.26 DEWATERING STRUCTURE DS APPROVED FOR CONSTRUCTION 3,32 PERMANENT SEEDING PS PS PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19/17 3.8 TREE PRESERVATION SCALE: 1"=40' AND PROTECTION TP TP CAD I.D.: OC2 3.39 DUST CONTROL}(, [)(; LEGEND END MANAGED SLOPESk„ PRESERVED SLOPES SEQUENCE OF CONSTRUCTION PHASE Ill 1. CLEAR REMAINING TREES. 2, BEGIN EARTHWORK OPERATIONS STARTING WITH THE SLOPE CONSTRUCTION BEHIND POND 4.. 3. AFTER FINAL GRADING IS REACHED BEHIND POND 4IMMEDIATELY STABILIZE THE SLOPE WITH THE PERMANENT SEEDING, 4. INSTALL DIVERSIONS AS SHOWN TO DIRECT WATER TO POND 4 AND REMOVE SEDIMENT BASIN 1. 5. AFTER THE SLOPE HAS BEEN STABILIZED BEHIND POND 4, ALL DIVERSIONS ARE IN PLACE, AND THE COUNTY E&S INSPECTOR HAS APPROVED iTS CONDITION,THE CONTRACTOR CAN BEGIN ALL EARTHWORK OPERATIONS. 6. CONTRACTOR TO CONSTRUCT SWALES AS SHOWN AS FINAL GRADE IS REACHED TO DIVERT RUNOFF TO PONDS AS SHOWN ON THE E&S PHASE Ill PLAN. 7. TEMPORARILY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 8, FINAL GRADE THE DISTURBED AREAS. 9. PERMANENTLY SEED AND/OR SOD/MULCH ALL PROPOSED LANDSCAPED AREAS. 14. FOLLOWING COMPLETE SITE STABILIZATION AND WITH THE AGREEMENT OF INSPECTOR, REMOVE SEDIMENT CONTROL MEASURES FROM ALL PONDS AND CLEAN PONDS AS REQUIRED. REMOVE ALL REMAINING E&S CONTROLS. TE: 1. SUPER SILT FENCE TO BE PLACED A MINIMUM OF 4' FROM THE TOE OF ALL FiLL SLOPES 2. ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3.15 ON SHEET C-626 3, EMERGENCY SPILLWAY FOR PONDS 4, 10, AND 11 TO BE CONSTRUCTED ONLY UPON APPROVAL OF THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR PRIOR TO CONVERSION OF POND FROM SEDIMENT BASIN TO STORM WATER MANAGEMENT POND. TKU. 40 20 10 0 40 111= 40' L=KRO,r PROJECT: VIRGINIA STORATE MANAGEMENT ALAN FOR ROOKHILL BLOCK 4A AND Z,OCN- 'I[ON OF SIVE ROUTE 29 SEMIINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA a a a 28 BLACKWELL PARK LANE, SUITE 201 WARRENTCN, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com DANIEL R. SINES '0 Lic. No. 043176 09/27/17 01 SHEET TITLE: EROSION AND SEDIMENT ENT CONTROL PHASE t ILII SHEET NUMBER: C�V7 N:I151V1520001DRAWNGSkPLANSL-'&tVVPOBKO4-PLAN\V152000OC2.DWGPRINT'COBY:ABAXTEft 11.0$,17Qu M4 AAM LMTSA\iEDBY:ASAXTER LIMITS OF DISTURBANCE Q 3.01 SAFETY FENCE i� TEMPORARY PAVED CONSTRUCTION ENTRANCE SSF SUPER SILT FENCE XX 3.05 SILT FENCE —7( 3.08 CULVERT INLET PROTECTION W CLEAN WATER DIVERSION DIKE DD 3.09 TEMPORARY DIVERSION DIKE 01 TEMPORARY 3.1A TEMPORARY SEDIMENT BASIN' 3.15 TEMPORARY SLOPE DRAIN( 3.18 OUTLET PROTECTION 3.19 RIP RAP ' REVISIONS REV DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 2 QOO F c7 Z �-+cn �.)O z IY U Q114 Zr�Ja ow c wr k -ZSl} �Vf ?moi 'Q''�' W(-, F :5 aQ�2:DJ _m � �:j6j EN LE I ASE HIS T I -Ey -h u.s R©L7 �L 0 QSI Q0Q S 10 0 40 11.=40' W 1 W W F+1 Fq C7 � w o Q�C] Q Q �� iz IzU Qf�iU�q Jwm`S >L0 m owT �O S ES_ T1j LOj wO.rn E P, ¢ �m W 0 0 a 0 W } �zQzW= r o a �� ✓`� W N? N� 7 7� aw.wwwE �zmzzza s� cn o Cly � � r -a REVISIONS REV DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY C 619 11 ° -620 1 k �Vf I C-615 H C-616 II - 17 Ij` � �:j6j EN LE I ASE HIS T I -Ey -h u.s R©L7 JTWL 40 20 ■ 10 0 40 11.=40' KNOW VVHATS BELOW ALWAYS CALL 811 BEFORE YOU DiG It's fast. (it's free. Its the law. 3.26 DEWATERING STRUCTURE �^ APPROVED FOR CONSTRUCTION 3:32 PERMANENT SEEDING PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE:: 04/19/17 TREE PRESERVATION SCALE:: 1.'=401 3' AND PROTECTION TP TP — CAD I.D.: OC2 3.39 DUST CONTROL 9 —*)— LEGEND [}(,' LE E D MANAGED SLOPES' PRESERVED SLOPES SEQUENCE OF CONS TRUCTION PHASE Ill 1. CLEAR REMAINING TREES, 2. BEGIN EARTHWORK OPERATIONS STARTING WITH THE SLOPE CONSTRUCTION BEHIND POND 4. 3. AFTER FINAL GRADING IS REACHED BEHIND POND 4 IMMEDIATELY STABILIZE THE SLOPE WITH THE PERMANENT SEEDING, 4. INSTALL DIVERSIONS AS SHOWN TO DIRECT WATER TO POND 4 AND REMOVE SEDIMENT BASIN 1. 5. AFTER THE SLOPE HAS BEEN STABILIZED BEHIND POND 4, ALL DIVERSIONS ARE IN PLACE, AND THE: COUNTY E&S INSPECTOR HAS APPROVED ITS CONDITION,THE CONTRACTOR CAN BEGIN ALL EARTHWORK OPERATIONS. 6. CONTRACTOR TO CONSTRUCT SWALES AS SHOWN AS FINAL GRADE: iS REACHED TO DiVERT RUNOFF TO PONDS AS SHOWN ON THE; E&S PHASE: Ill PLAN. 7. TEMPORARILY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 8. FINAL GRADE THE DISTURBED AREAS. 9, PERMANENTLY SEED AND/OR SOD/MULCH ALL PROPOSED LANDSCAPED AREAS. 10. FOLLOWING COMPLETE SITE STABILIZATION AND WITH THE AGREEMENT OF INSPECTOR, REMOVE SEDIMENT CONTROL MEASURES FROM ALL PONDS AND CLEAN PONDS AS REQUIRED. REMOVE ALL REMAINING E&S CONTROLS. NOTE: 1. SUPER SILT FENCE: TO BE PLACED A MINIMUM OF 4' FROM THE TOE OF ALL FILL SLOPES 2. ALL TEMPORARY SLOPE DRAINS HAVE: BEEN SIZED PER TABLE: 3.15 ON SHEET C-626 3, EMERGENCY SPILLWAY FOR PONDS 4, 10, AND 11 TO BE CONSTRUCTED ONLY UPON APPROVAL OF THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR PRIOR TO CONVERSION OF POND FROM SEDIMENT BASIN TO STORM WATER MANAGEMENT POND. VIRGINIA STORMWATER MANAGEMENT PLAN FOR BLOCK +8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO (GROUNDS RD ALBEMARLE COUNTY, VA SOLER EN GIN EERING 28 BLACKWELL PARK LANE, SUITE 28'. WARRENTON, VIRGINIA 20186 Phone: (54O) 349-4500 Fax: (540) 349-0321 VA@B ohlerEng.com OW DANIEL R. HINES .p LiC. No. 043176 09/27/17 -0, AL SHEET TITLE Ej Ems(`,."S I C)"N AND SEDIMENT CONTROL PHASE VIII SHEET NUMBER. C - 6 1 J { IC -62 Od 0-621 I C-62 3 C 619 11 ° -620 1 k �Vf I C-615 H C-616 II - 17 Ij` � �:j6j EN LE I ASE HIS T I -Ey -h u.s R©L7 JTWL 40 20 ■ 10 0 40 11.=40' VIRGINIA STORMWATER MANAGEMENT PLAN FOR BLOCK +8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO (GROUNDS RD ALBEMARLE COUNTY, VA SOLER EN GIN EERING 28 BLACKWELL PARK LANE, SUITE 28'. WARRENTON, VIRGINIA 20186 Phone: (54O) 349-4500 Fax: (540) 349-0321 VA@B ohlerEng.com OW DANIEL R. HINES .p LiC. No. 043176 09/27/17 -0, AL SHEET TITLE Ej Ems(`,."S I C)"N AND SEDIMENT CONTROL PHASE VIII SHEET NUMBER. C - 6 1 J H:1151V152000%DRAVINGS%P1AN SETS)WPO - SK04 • PLANIV7520000C2.DWG PRINTED BY: ABAXTER 11.08.77 @ 10',04 AM LAST SAVED BY: ARMTER fI ll��Iligpwjg 11 110 - 1301K I LIMITS OF DISTURBANCE 3,01 SAFETY FENCE} TEMPORARY PAVED CONSTRUCTION ENTRANCE CE CE ss� - - SUPER SILT FENCE XX 3.05 SILT FENCE X- 3.08 CULVERT INLET PROTECTION CSP CLEAN WATER DIVERSION DIKE DD E TEMPORARY DIVERSION DIKE (�( 3.14 TEMPORARY SEDIMENT BASIN SO 3.15 TEMPORARY SLOPE DRAIN DSD 3.18 OUTLET PROTECTION QP 3.19 RIP RAP E'T' Z xo0 ow a C) 6 R - z 0 z�Joz� g 0 U' 0 u- ~ Oso ='�¢Oa� P., .►,►+►t►3+r W c,7 LOUa � fY W<0<s z� = �Zd 4Lu �� ZZ>W ul� m20LL ZO0�rri— wow¢OOw E,y ..J V7 fY Lm z U Ra Z�� w�"� O °& z a w z } a a" M z}= � �Z LLJa o0 wt7 E'X-, M 1 <LLJ �,a �a W � r -a 0- W O W W LLI azmzzza- +��►�++ I� cn REVISIONS REV DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY r 1 0-618 -620 , d C" 15 1l C-616 4I C 17 l KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG 3.26 DEWATERING STRUCTURE DS APPROVED FOR CONSTRUCTION 3,32 PERMANENT SEEDING PS PS PROJECT N V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19/17 TREE PRESERVATION SCALE: 1 "=40' 3' AND PROTECTION TPP ---I- CAD I.D.: OC2 3.39 DUST CONTROL} LEGEND MANAGED SLOPES PRESERVED SLOPES SEQUENCE OF CONSTRUCTION RUCTION PHASE III 1. CLEAR REMAINING TREES. 2. BEGIN EARTHWORK OPERATIONS STARTING WITH THE SLOPE CONSTRUCTION BEHIND POND 4. 3. AFTER FINAL GRADING IS REACHED BEHIND POND 4IMMEDIATELY STABILIZE THE SLOPE WITH THE PERMANENT SEEDING, 4. INSTALL DIVERSIONS AS SHOWN TO DIRECT WATER TO POND 4 AND REMOVE SEDIMENT BASIN 1. 5. AFTER THE SLOPE HAS BEEN STABILIZED BEHIND POND 4, ALL DIVERSIONS ARE IN PLACE, AND THE COUNTY E&S INSPECTOR HAS APPROVED ITS CONDITION,THE CONTRACTOR CAN BEGIN ALL EARTHWORK OPERATIONS. 6. CONTRACTOR TO CONSTRUCT SWALES AS SHOWN AS FINAL GRADE IS REACHED TO DIVERT RUNOFF TO PONDS AS SHOWN ON THE E&S PHASE III PLAN, 7. TEMPORARILY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 8. FINAL GRADE THE DISTURBED AREAS. 9, PERMANENTLY SEED AND/OR SOD/MULCH ALL PROPOSED LANDSCAPED AREAS. 10. FOLLOWING COMPLETE SITE STABILIZATION AND WITH THE AGREEMENT OF INSPECTOR, REMOVE SEDIMENT CONTROL MEASURES FROM ALL PONDS AND CLEAN PONDS AS REQUIRED. REMOVE ALL REMAINING E&S CONTROLS. TE - 1, SUPER SILT FENCE TO BE PLACED A MINIMUM OF 4' FROM THE TOE OF ALL FILL SLOPES 2, ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE: 3.15 ON SHEET C-626 3, EMERGENCY SPILLWAY FOR PONDS 4, 10, AND 11 TO BE CONSTRUCTED ONLY UPON APPROVAL OF THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR PRIOR TO CONVERSION OF POND FROM SEDIMENT BASIN TO STORM WATER MANAGEMENT POND. 293pvoe P A SE III SHEET IES' ? '1°RAII , 40 20 10 0 40 1 "= 40' PROJECT: VIRGINIA STOMATE MANAGEMENT PLAN FOR JL®00KHILJLd SECTION BLOCK 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA BOHLEk- m N 0 1 N E a ;_ 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20986 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com Fl, DANIEL R. HINES P .p Lic. No. 043176 C? 09127/17! SHEET TITLE. jJ( ROSION ,, SEDIMENT CONTROL PHASE III SHEET NUMBER: C-619 �d :10-62 I C-021 i C-62 I r 1 0-618 -620 , d C" 15 1l C-616 4I C 17 l 293pvoe P A SE III SHEET IES' ? '1°RAII , 40 20 10 0 40 1 "= 40' PROJECT: VIRGINIA STOMATE MANAGEMENT PLAN FOR JL®00KHILJLd SECTION BLOCK 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA BOHLEk- m N 0 1 N E a ;_ 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20986 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com Fl, DANIEL R. HINES P .p Lic. No. 043176 C? 09127/17! SHEET TITLE. jJ( ROSION ,, SEDIMENT CONTROL PHASE III SHEET NUMBER: C-619 1 ' 1 1 1 § i } \ t i e l t H:\15W1520001DRAWINGST AN SECSIVVP0 - BK04 - PLANW1520000C2.DVVG PRINTED BY; ABAXTER. 11.08.17 @ 14.04 AM LAST SAVED 9Y; ABAXTER NIE, z. s �: r v s '5`'A c Lr. i firs ' Il IN ,L i ,+°.,F.,.... E GE OF x. PAVFUEVT kl ' \1 '` \\ \'i k �'to ff•+ ,A +} A 10 ** - C i t IN k \ l \ S E i !� r p A ,,AA �� \ �\\ gf p }! ! j/ SI«S � y+ 1 J y \ i .. 1 ! / "ryP" f p ✓'f t F 1 1 t 1 l is f IN L?5°uG19P t INV OUT 35.. 1G �, ` l -`STONE AM/) N, r` J" l MORTAR FlF4DP1WLL k, `t.. � ' t t� )*TF ,""yea q ` •'i ! °'q '+ t ` ng IN f _ ♦ q , i { i \ 1 41 G'tllff %PVV IN = ,36� Tri it A10 '\ S I f r / \ f 1 \ s d to )I9O1?[Al? TlEADYIAL/ � i i () aIN I if `t qq hill?Tli UNK ' , 9 k �AL4 L 4. ? � L,1 � 1 B\ i i► 1 i i r f' i � i � All tAl lY I' t IN EDGE OF ,`�r't 1 Ij yil f r tf M1�114 ti T. '�S , Y 1 i1 �f � //f f/ )fJ ){ � 11 ( M1f ',ti f✓/j(~ / t 9 �/'. � i p t F [�^• .,�.... /erg- S \ 6 J Al i. t x „;IN ' t '� 9 g i ! .,. d f! f Ay 'y 4 1 S kV Ai A\ 11 '= M1 6 F ! N, 1 j / -1L3" GhlP INS' W 358, U,%=' ! tl ,l A f fe T',•�ff~'rv' � r`x '} ,# 1 t "'4\ ,,.r ffd✓� . �rer '•. 1 \ 1 t I -A f IPIV OUT = J55 4d'� r TED RP - CIP�. •'''4f` . A L a';) %i/11E ANO fJ i l ft •; ° t 'L dgf (v a e,} `i ,., IWORTAR H, 1/?;9xAd j ` 1 t i P ?` ✓ f '.i t t LL e IN -� ! f I j\ rl,rlt 1J / +` IN CRSS I RIP -RAP p 4 ` SEE SHEET C908 oV 0 DIMENSIONS �;. ! '1 '1 ""• � 1� � _• i ' l'x ti� `R♦ � � CSa L ' Ott ,t 'ti '"i�!� � A''\ � j i Vi }t `i1 f IN 1 l �'� t if � A A tt � `t tA1At s' �� k`'. � °�•°\ � � tl 's 11 tl gt 1l 1 P \ IN ift OUT 362.6J' N �1` 1`\ �^^ 4/ro i 1. d+ jL { 't/11 �t ```AL \ 11 1x1 ;- Cm/-' Il if, � 1t 1' ktt t ••\` ff/i 1 9t 1{ 4`t tl iY / Lt tsk i SLA '�4 L LI'i; 11 = 362.69r A ' ,t ';14 i7 11 .\ 9. � ttl 9 t.. •' t .. ,INL\ ` OD PROP ` \ ' IN i t ,a WASHRACK a j*L i ii SETTLING PIT \ i i Lk \PORTAE ` 2 ''j. eL �;<* TOILET' . Y y { `PAVED !! `CONSTRUCTION ,',L ENTRANCE, e y, (SEE DETAIL CSHEET C-6125) Y: _ fid` \ ` `,}'\ x \>. \h L: 'A \ `� } +-• �.��-^L �y°�\1 ` 'l 's 'L\ id fS _ /4 -.' ` \\ ,•�„, 1 h h r%ddl�»f d'ti"ligbJ N'N --_' .. \ `�'' '°LLLYF �"". , '` 1. LRe\ �, A %`' A \ \j 1 L l j °1 L IN, IN 6 h k 1. '• \ 't, 'I"\ N, v, Cl- X, \X \ \ \\ `'� ,\` 1e t 91 -�j f EROSION CONTROL \ OL LEGEND LIMITS OF DISTURBANCE j('n �c 3.01 SAFETY FENCE TEMPORARYPAVED CONSTRUCTION ENTRANCE CE� SSF - - SUPER SILT FENCE XK 3.95 SILT FENCE —X X X- 3.08 CULVERT INLET PROTECTION CIP t / x s J 1 x / CLEAN WATER DIVERSION DIKE i✓I%�I[} x f 3.09 TEMPORARY DIVERSION DIKEDD 'pr F 1r f x f r 3,14 TEMPORARY SEDIMENT BASIN a A 1 4 3.15 TEMPORARY SLOPE DRAIN 3.18 OUTLET PROTECTION 3.19 RIP RAP i G H = �0 Elf �oU Q rr �" aQ � � � � u- <n¢ Q w o U ###### 3 w �H z W d W �7�U1 <av •� �a W WmU' E 1�1 a u '4 ;ac V¢ = W Z> g >Wo QW W H Cd1 U� T=ODS...IX� `�' �� wOXaW,mOCZwz 0 9. 0 P4 Y 0 WQ wZ`t Z�i€= c�W WC7wXJ �-Zz000WW Q W O � 7- -� d W� aWoWWWI apq nzmzzza s� ri1 � o m cn REVISIONS REV DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 2 09127/17 FOR APPROVAL RTY 3.2o DEWATERING STRUCTURE DS APPROVED FOR CONSTRUCTION 3,32 PERMANENT SEEDING PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY 3,3$ TREE PRESERVATION AND PROTECTION TP TP 3.39 DUST CONTROL DC LEGEND MANAGED SLOPES PRESERVED SLOPES S EQUENCE OF CONSTRUCTION PHASE III 1, CLEAR REMAINING TREES. 2. BEGIN EARTHWORK OPERATIONS STARTING WITH THE SLOPE CONSTRUCTION BEHIND POND 4,. 3. AFTER FINAL GRADING IS REACHED BEHIND POND 4 IMMEDIATELY STABILIZE THE SLOPE WITH THE PERMANENT SEEDING, 4. INSTALL DIVERSIONS AS SHOWN TO DIRECT WATER TO POND 4 AND REMOVE SEDIMENT BASIN 1. 5. AFTER THE SLOPE HAS BEEN STABILIZED BEHIND POND 4, ALL DIVERSIONS ARE IN PLACE, AND THE COUNTY E&S INSPECTOR HAS APPROVED ITS CONDITION,THE CONTRACTOR CAN BEGIN ALL EARTHWORK OPERATIONS, 6. CONTRACTOR TO CONSTRUCT SWALES AS SHOWN AS FINAL GRADE IS REACHED TO DIVERT RUNOFF TO PONDS AS SHOWN ON THE E&S PHASE [if PLAN, 7. TEMPORARILY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS, 8. FINAL GRADE THE DISTURBED AREAS. 9. PERMANENTLY SEED AND/OR SOD/MULCH ALL PROPOSED LANDSCAPED AREAS. 10, FOLLOWING COMPLETE SITE STABILIZATION AND WITH THE AGREEMENT OF INSPECTOR, REMOVE SEDIMENT CONTROL MEASURES FROM ALL PONDS AND CLEAN PONDS AS REQUIRED, REMOVE ALL REMAINING E&S CONTROLS. NOTE: E: 1. SUPER SILT FENCE TO BE PLACED A MINIMUM OF 4' FROM THE TOE OF ALL FILL SLOPES 2, ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3,15 ON SHEET C-626 3, EMERGENCY SPILLWAY FOR PONDS 4, 10, AND 11 TO BE CONSTRUCTED ONLY UPON APPROVAL OF THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR PRIOR TO CONVERSION OF POND FROM SEDIMENT BASIN TO STORM WATER MANAGEMENT POND. \j INT 0-021 t! C-62 .0-618 C-61 �. € a +, 4 A ll \ V \ (r \ 1 l 1 \ 1 L \L \ l 1 r G-61 17 . 0,615 E" 1 777«. z � k s � l ti ,,,i ..s, .., � , f :. .." .:; s., ,.. ... �.s ,. .. .x, .u-..ry -a. .,._,, ,...: ...,.,F.a .:.. ww✓., ;r.. kw,rn.ra .. a>. r.. u..._. ,rx n, m. ., .,,�w4 ...,, __ .,..,� ..: ., .>e, n,.,,,ne'k tc, a I'SE IIISHEET KEY �o \ ` L 'fEtN[L '�`! �' , t�,,.,1� � � �� • �' � � L,AAA �L ' `, jL, 40 20 10 0 40 Y— ;r` 7)('/- 0 1L Lt 't 1 "= 40' DATE: 04/19/17 SCALE: 1.1=40' CAD I.D:: OC2 PROJECT: VIRGINIA 1A STORMWATER MANAGEMENT PLAN FOR ROKILL SECTION I BLOCK 4A AND BLOCK8A LOCATION OF SITE ROUTE 29 SEMI HOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA J BOHLEk ENGINEERIN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 V!A@BohlerEng,com TH VF 0 DANIEL R. HINES 'a .p LiC. No. 043176 N 09/27/17 ' SHEET TITLE. 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I \ 11 I I " I / I I 11 i f III I \ � % \ I I ; 1 442 If "I " .,�` _, "I ,'I 11 z 1, 1, � i 11, 1"-', , 1, I - "I I i 1 11 1, \ \ I '� � I 11 , " , I , , I I i - , THE CONTRACTOR SHALL REMOVE DIVERSION DIKE- f i f . / i , / ,-- I I f 11 ! 1 1 11 I " � � � i \ " 11 ,� -.1 ,11 I , , I 1�_ , FOLLOWING COMPLETE STABILIZATION OF SITE ! f I I I,, I � � I Iff A , Y 1 1. i , z , " �. , �1 , / 11 I , I 1� I i I, i , I I I f 1! I � � � I "I I / / ----I- i I / " I, �� 11 I 11 ! 11 I � I 'I I ,I �% " '1� "I, '1� I " / " __ "I 11, AND WITH THE AGREEMENT OF THE ALBEMARLE I � t I I I / . N � I I I - " / 11 �, I I � I I I I / I � I I/ ',�' ,� , ., I "I ,I� I , � I if � I ; % I I, \., , I , , I � I I / I ,_�y , / ", ? ! I ( / / ; j t I 11 , , I I I .,-- ---- -. COUNTY INSPECTOR i I i , I \ I � � I � 0 � I k 1,, � i ,, / I / /I ', " , / � " 1, _-, I _1� 11 . \ I � � 1, " , ,, _�_ ! I ; I , , ,1 , I I 11 � III it , I / " " I '. 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I I ( iI i / 11 I ! I j I I / I I , 11 I , t t f e t f . I i I I . I j t il ! if / i " i I " " I i ; I � i ) I if I' I " I I Ill - I I , , t I t I T11 lki 11 11 " P, "T.."'It, 11 11 LIMITS OF DISTURBANCE 00 IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII MIIIIIIIIIIIIIIIII 8 3.01 SAFETY FENCE 0A) , TEMPORARY PAVED CONSTRUCTION ENTRANCE (CE CE k � 8 SUPER SILT FENCE * _XX_ 3.06 SILT FENCE *) I "I I I X. 3,08 CULVERT INLET PROTECTION (C� A CLEAN WATER DIVERSION DIKE �� pr @ -0- (9 111� 9.09 TEMPORARY DIVERSION DIKE (* I, CC(, jp , - . � I 'r ` A!' URVI,R� PEI f-o� -`Niv�'-_AVER�101,,' �_-,lvyl - +�-- *- i 3.14 TEMPORARY SEDIMENT BASIN3.15 @ TEMPORARY SLOPE DRAIN * 3.18 OUTLET PROTECTION (OP Oft �4 cp g44 44 ;�D M I g - 2 I- H -� :If g q!�! -_ RTY E~ Y) Z 4 z 0 �,. , < R - Ld - - 5g Z I-) 0 �, '� r- U_ L-2 � E g 10-4 = �- ,� � 4� .I- 0 �� W �u2j -W, z 11 �: :� _j < :� 2 Z) _j - g --� R! a _ � wawa© � � gW' C) �.) P, + * + * 4& * ff � .--- P4 Y� rn I- 7' !� . � � 9 0 C' ,' - g Z., 'r- lIiiIm� W APPROVED ITS CONDITION,THE CONTRACTOR CAN BEGIN ALL gv�.,t,,? , R E� W �4 H W cn u Z 0 z < 0< =- :5 2< < 0- t () � i� � ,I z W 4 , Q z S0�� W_ < Cc, § of (9 , Lu 'm W > 2� _. g It t 5-,,-, � , _ ,4 7) �e, - :� �q a: uj z z _- M b 0� af E 9 8* -9 10-01 u� Z rn z ,,,� U :[- m: 'm .0 L,u .. � (D �- 0 ,3 :4� 0 10 �� z U � E ... I jz,,E��Iz- W 0 uj ¢O Ow -JU)W mu)ZO ai a: q-, I I i / if i , � " 0 4:I It fill , I I � 1. W !" P� I u 011� 0 - a � ,I / I I I TABLE 3.15 ON SHEET C-626 ,- :-5 -z < <Zy $ 9 ca r, - � I 'I II I 'In C.� ul '�,' - - - � (p t3 -o ;1 I/ CONVERSION OF POND FROM SEDIMENT BASIN TO STORM z p LLI Q) - Lr. ct � 2 6 �� 0 M W Lu F_0 Na N ,�- . 2w , j , [ � �1-- , , ,. - .... � �, �, (_ Q,,,,,,�-6 11 11 � 1'� -, , :-0 " I I 1, . I �1, ;, I ,:;� : U) 5 � � :5 :L5L, -10_ �, �� . �, �� --l'. , �� , ", ,�, , - _ - , I I I T iii e pq aw 0 . LLI LLj M n z cn Z Z Z [L � R A - - "I 1 I '� *1 a - I , __ � � ,� , .,�,11'e-""--A,t ' t% 1, 11 p". ,,, , , "I �, 11 11 ,Ak't ,-1 -, � 1 62 t", c , - 11'� ", 111 - ,�,-�,,- I � I � __�� 4 * * + * + * * R � , 'Ir ,.t 1� Q � - ;4 I � ,� 7 I I , ,! , " - - , . I C. 615 1 1 C-616 11 � 17 1 I 2 RE I , , - I 11 I'll ...... ...................... !r, .0 _ - , �: I ,_ iEi' 1�, , �, , ,� __ - - ' � - I �, - �, 'i 4", -�-,� ,m ,`Z �, " ��., - ,,�, ,��, ta�zmmvi&i AS III SHE� ki ' - y 4 W z", ITIUL � T III, 1`1 ;D 1 I-4 cn 40 20 10 0 40 I I I I I _0 I REVISIONS REV DATE COMMENT BY 1 07127/17 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY ,,,,,, k-INVAl,"N'le I S EQUENCE OF CONS TRUCTION � , ? T, i", r! g PHASE Il l _ 1. CLEAR REMAINING TREES. , � xW ��,,�,i 2, BEGIN EARTHWORK OPERATIONS STARTING WtTH THE SLOPE , 4 - 1-11 "I", 3. AFTER FINAL GRADING IS RHED BEHIND OND 4 IM P EAHEC .--- STABILIZE THE SLOPE WITH TPERMANENT SEEDINGMEDIATELY, I- 7' - . BASIN 1. 5, AFTER THE SLOPE HAS BEEN STABILIZED BEHIND POND 4, ALL 0 C' ,' - � APPROVED ITS CONDITION,THE CONTRACTOR CAN BEGIN ALL gv�.,t,,? , EARTHWORK OPERATIONS, I, �1111 � KNOW W'HAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. - 3.26 I I DEWATERING STRUCTURE I (�S) � - -0� J� APPROVED' FOR 3,32 PERMANENT SEEDING (PS ___(PS)_ O' PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 1 04/19/17 TREE PRESERVATION SCALE: 1 "=40' AND PROTECTION (t ___(TP)__ %,.CAD I.D.: 002 3.39 DUST CONTROL (9 __((��_ , 1, tmei,� , I LEGEND I I �< I ; . MANAGED SLOPES m I I PRESERVED SLOPES = I I, �j 1) , , - " ,,,,,, k-INVAl,"N'le I S EQUENCE OF CONS TRUCTION � , ? T, i", r! g PHASE Il l % - I _ I'll f " l"'4 - 1 � j" _- 1. CLEAR REMAINING TREES. , � xW ��,,�,i 2, BEGIN EARTHWORK OPERATIONS STARTING WtTH THE SLOPE , 4 CONSTRUCTION BEHIND POND 4. 1-11 "I", 3. AFTER FINAL GRADING IS RHED BEHIND OND 4 IM P EAHEC .--- STABILIZE THE SLOPE WITH TPERMANENT SEEDINGMEDIATELY, I- 7' 4. INSTALL DIVERSIONS AS SHOWN TO DIRECT WATER TO POND 4 AND REMOVE SEDIMENT 11 '� - 5 BASIN 1. 5, AFTER THE SLOPE HAS BEEN STABILIZED BEHIND POND 4, ALL 0 C' ,' DIVERSIONS ARE IN PLACE, AND THE COUNTY E&S INSPECTOR HAS � APPROVED ITS CONDITION,THE CONTRACTOR CAN BEGIN ALL gv�.,t,,? , EARTHWORK OPERATIONS, I, �1111 � 6. CONTRACTOR TO CONSTRUCT SWALES AS SHOWN AS FINAL GRADE Is '6"V1,;ft N REACHED TO DIVERT RUNOFF TO PONDS AS SHOWN ON THE E&S PHASE ; I , PLAN.IiI � I 11 i� 7. TEMPORARILY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS, 5-,,-, � , _ B. FINAL GRADE THE DISTURBED AREAS. 9, PERMANENTLY SEED ANDIOR SOD/MULCH ALL PROPOSED LANDSCAPED , _ -1 AREAS. '/ I 10. FOLLOWING COMPLETE SITE STABILIZATION AND WITH THE AGREEMENT OF INSPECTOR, REMOVE SEDIMENT CONTROL MEASURES FROM ALL li / PONDS AND CLEAN PONDS AS REQUIRED. REMOVE ALL REMAINING E&S I I i / if i , NOTE: It fill , I I 1. SUPER SILT FENCE TO BE PLACED A MINIMUM OF 4' FROM i I r f I THE TOE OF ALL FILL SLOPES ;, I I , 2. ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER / I I I TABLE 3.15 ON SHEET C-626 i I I / 11 3. EMERGENCY SPILLWAY FOR PONDS 4, 10, AND 11 TO BE I 'I II CONSTRUCTED ONLY UPON APPROVAL OF THE COUNTY 1 / EROSION AND SEDIMENT CONTROL INSPECTOR PRIOR TO ;1 I/ CONVERSION OF POND FROM SEDIMENT BASIN TO STORM I ! i t ! WATER MANAGEMENT POND. 11 I � i i' 1 1 1 I , j , [ � �1-- , , ,. - .... � �, �, (_ Q,,,,,,�-6 11 11 � 1'� -, , :-0 " I I 1, . I �1, ;, I ,:;� I -10_ �, �� . �, �� --l'. , �� , ", ,�, , - _ - , I I I T I - flI I I � - "I 1 I '� *1 a - I , __ � � ,� , .,�,11'e-""--A,t ' t% 1, 11 p". ,,, , , "I �, 11 11 ,Ak't ,-1 -, � 1 62 t", c , - 11'� ", 111 - ,�,-�,,- I � I , ,,_," , ,;, .11, , , I "I'll ! , _ - - V v " i F " -1 I I . " I f, 1 `�- , . 1 !,,- -620 1 v 11 I i 'i,,� -618 11 3(�-.6'§ If , , 'Ir ,.t , - ;4 I � ,� 7 I I , ,! , " - - , . I C. 615 1 1 C-616 11 � 17 1 I c , ? , / g , , �, � -,R ffi " �,t�,��-, I , , - I 11 I'll ...... ...................... !r, .0 _ - , �: I ,_ iEi' 1�, , �, , ,� __ - - ' � - I �, - �, 'i 4", -�-,� ,m ,`Z �, " ��., - ,,�, ,��, ta�zmmvi&i AS III SHE� ki ' - y ,,', / 1" z", ITIUL � / ."A , "Ill I, . I / 40 20 10 0 40 I I I I I I ,/ 1.1= 40' -_ PROJECT: VIRGINIA 'I STORMWATER PLAN FOR . BROOKHILL SECTION I BLOCK 4A AND BLACK 8 A LOCATION OF 81TE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA j M BOHLEk 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com U DANIEL R. HINES 7 .0 Lic. No. 043176 , � 10 "-v AM 09/27/17 - !*,►11 � I I � __ __ AL r' SHEET TITLE: I EROSION AND I SEDIMENT � I I � � I PHASE III SI IFFY MB C-621 I I I , , � I, N, ",o �, I 1 : , mm it" ', \'-,�\ " I \, �_ i , , I. ,� \ \'\, , , , " k\` -�, , I - i I , �11 1, '', , _i, �11 � I - , - ______ KNEW, 11 " I 'I , ��, - , - I \ I 'N I I, , , , i \\ \ \ I I /,/' /1, �, , i\ I I �� , '' , '* \\ �/ "I Z' N �jr_dll , I I I � - -- - , , , 11 j1a1111jr__4jr_d;,111 ;,'', , , � " 1, \ I , , , 005"- �- 7 ,,- - - I I I I , , \\ 1\ ", � ,.-,*' -I ,--- - -464-r, - JIVIP1, 1x_./Xa1_.J1 0 , , I ,�� , _�s zIl- I ,� -11 � " , ,------ 'I - " -- --- Ni , , , t� �- ) I i, _/ "I �11 � �,, , i - , % I - " 111� �", I " ---------. � , I , I , I - I I " - 1. . , " , //1 I - 06c 1 1 1 � I ,-, __ " I" -0 0 11 I � I 111� \ I � -111, i, � , ,/ / " �, ' 1, -1 " � ___ __ ,� ___ I, 11 1, 11 1*\ , ,� 1� I I \N\ ,\\ "\ ,,, 1, _'_', ,�� ." I - ,0- " " i, -\11 , - ,. 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CULVERT INLET PROTECTION (�� A i I �0 , @ , I CLEAN WATER DIVERSION DIKE r, P, b� (9 b, - I - 3.09 TEMPORARY DIVERSION DIKE (* P, - I 'I- (� , �,v) . " , SW , "EMPO 1'�C'_, ,11 1v MVIERISION Rwb I �_V- PAR"HiGH _,Fw � ,--/ 1��, � TEMPORARY SEDIMENT BASIN * i i 1�:�� @ TEMPORARY SLOPE DRAIN (SOD � I . OUTLET PROTECTION (�� em /--,\ (RR j �W . I ,�,_�,, , I "I', -,,,,-r , ' , I ,, ' - ,�_�_t - - - - t 01A """ I I - cltl.�, :,_1 ,'Mls ' i-.' L - �_,_� � [E] I DEWATERING STRUCTURE (�� APPROVED FOR CONSTRUCTION PS r PROJECT No.: V1 52000' (�) DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19/17 TREE PRESERVATION SCALE: 1 "=40i AND PROTECTION (t� ___(�)_ \.CAD I.D,: Oc / Doe-% 1=rl�. 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CONTRACTOR TO CONSTRUCT SWALES AS SHOWN AS FINAL GRADE IS REACHED TO DIVERT RUNOFF TO PONDS AS SHOWN ON THE E&S PHASE Ill PLAN. T TEMPORARILY SEED AND STABfLIZE ALL DISTURBED LANDSCAPE AREAS. 8, FINAL GRADE THE DISTURBED AREAS. 9. PERMANENTLY SEED AND/OR SOD/MULCH ALL PROPOSED LANDSCAPED AREAS. 10. FOLLOWING COMPLEETE SITE STABILIZATION AND WITH THE AGREEMENT OF INSPECTOR, REMOVE SEDIMENT CONTROL MEASURES FROM ALL PONDS AND CLEAN PONDS AS REQUIRED. REMOVE ALL REMAINING E&S NOTE: 1 . SUPER SILT FENCE TO BE PLACED A MINIMUM OF 4'FROM THE TOE OF ALL FILL SLOPES 2. ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3.15 ON SHEET C-626 3, EMERGENCY SPILLWAY FOR PONDS 4, 10, AND 11 TO BE CONSTRUCTED ONLY UPON APPROVAL OF THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR PRIOR TO CONVERSION OF POND FROM SEDIMENT BASIN TO STORM WATER MANAGEMENT POND, 1� �,_� i, i, i".i. -- �,, � 'I 1;,,.f1 � �' );I'll 1 . .1, � " I I �,, - �; - , " " " ,,, �, - � 1 � - "t, �� , #*,""""W'14". 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I " I I I Ill", I "mi I .0 I I I I I- , 1 I.= 40' I) . � � VIRGINIA I STORMWATER PLAN - FOR - BROOKHILL SECTION 11 BLOCK 4A AND BLOCK8A LOCATION OFSITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA - I- J r,------- ____ - ----------- i 1.11, i 20 BOHLER', EXT GIN EE -7k> I -VG i 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 1% VA@BohlerEn_q.com ------ 0 Mul L) DANIEL R. HINES 3P .0 Lic. No. 043176 4� I. - � -P- 09/27/17 f � 14-f , m 0, , X� � I I � , !� - IDNAI- 100 - Ir'SHEET TITLE: I EROSION AND SEDIMENT PHASE III SHEET NUMBER: C-622 a T, 4SF ----------- ------------------- --------------- LIMITS OF DISTURBANCE N7— T c") IN N IN it \N _FX TRfEiXE----\ t if V V 4 fr It f I? �' .1'/!31,1 'T AR 'Y D3 1-450 116� J/✓f 1_"" X 4?11" Err. too STRE40 BUFFED' - -- - - - - - - - - - - - - - - - - -- - - - - - - - -- 7 x 'X or D_% LIMIITS OF DISTURtBANCE 15� owl,. 010 7 7, �r 40iio X t-------------- IN NN__ ---------- ----------- ------------------ 52 --- -------- -64 �6 H-'kISXV1520OMQRAWNGS,PLANSETS)VWO-BKO4,PLAN\VI52000OC2.DWOPRINTED BY; ABAXTER 11.QM7@10;(ISAM LAST SAVED BY: ARAXTER it REV DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 09/27/17 FOR APPROVAL RTY S. J", It, ------------ /Z 101A Olt v it /,'I, till 110 It it IN, /X ShO,"VE Aq-VI 1,i0f?rAfi X", LIZADWArp 1F U /yloilll 'N N v, v 7�72' CUP INV OWT --72" CUP INV /,`V 337,25' 'A\ vX \"\,% V\ IN N 'N\ N N iti NN v NN7 \N, It N, 7, \0 wl N N V - VI L- N� N, , N, 7 V 1\1\xx M1S if D' v,' SW LE 4 \N NTy , N, \,NN' N, NN Il f 11 'A wt e+e V N\ N x tt\ v A '\\ " N " NNNN R CD N V 'x 5- N, \NN \V ( IN 4 N, IN N N�', Ex EDGE OF N'vaWfNT N 11 kV , , IN 4 IN N v , IN, % \NNINI\ N 11 \NN x \N1 'N x, No V, v\�\ 0 LIMITS OF DISTURBANCE 3.01 SAFETY FENCE SA TEMPORARY PAVED CONSTRUCTION ENTRANCE SSF El SUPER SILT FENCE —xx— SILT FENCE X X, 3.48 CULVERT INLET PROTECTION CLEAN WATER DIVERSION DIKE OCWD DD 3.49 TEMPORARY DIVERSION DIKE DDP, P, TE DIV F s! 3.14 TEMPORARY SEDIMENT BASIN 3.15 TEMPORARY SLOPE DRAIN 3.18 OUTLET PROTECTION 3.19 RIP RAP 3.26 DEWATERING STRUCTURE DS APPROVED FOR CONSTRUCTION 3,32 PERMANENT SEEDING PROJECT No.; V152000-' DRAWN BY: MEG CHECKED BY. RTY DATE: 04/19117 TREE PRESERVATION SCALE: 1 "=40* AND PROTECTION TP TP CAD LD.: OC2./ 9.39 DUST CONTROL > IT, Z LL 0 Lit -x z < zo) _<j 4 0 o u P,, P4 w Lu g 0 z < s - :�2< 6) Z U < CE Lu < In W E E > 1:4 z 1j, ( Ts- T m WOW u2j 5- =0, wo wz L4 w x S2 > 0 0 0- fw Z, z W 1w, {2:x(1 00 z z0oww L, 0 V V , 0 ul) 3:E;:5 - m w w T > �P�l Q. w ,,.owzzz(L + * + *++ U2 o REVISIONS REV DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 09/27/17 FOR APPROVAL RTY S. ii sl LIMITS OF DISTURBANCE 3.01 SAFETY FENCE SA TEMPORARY PAVED CONSTRUCTION ENTRANCE SSF El SUPER SILT FENCE —xx— SILT FENCE X X, 3.48 CULVERT INLET PROTECTION CLEAN WATER DIVERSION DIKE OCWD DD 3.49 TEMPORARY DIVERSION DIKE DDP, P, TE DIV F s! 3.14 TEMPORARY SEDIMENT BASIN 3.15 TEMPORARY SLOPE DRAIN 3.18 OUTLET PROTECTION 3.19 RIP RAP 3.26 DEWATERING STRUCTURE DS APPROVED FOR CONSTRUCTION 3,32 PERMANENT SEEDING PROJECT No.; V152000-' DRAWN BY: MEG CHECKED BY. RTY DATE: 04/19117 TREE PRESERVATION SCALE: 1 "=40* AND PROTECTION TP TP CAD LD.: OC2./ 9.39 DUST CONTROL > IT, Z LL 0 Lit -x z < zo) _<j 4 0 o u P,, P4 w Lu g 0 z < s - :�2< 6) Z U < CE Lu < In W E E > 1:4 z 1j, ( Ts- T m WOW u2j 5- =0, wo wz L4 w x S2 > 0 0 0- fw Z, z W 1w, {2:x(1 00 z z0oww L, 0 V V , 0 ul) 3:E;:5 - m w w T > �P�l Q. w ,,.owzzz(L + * + *++ U2 o REVISIONS REV DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 09/27/17 FOR APPROVAL RTY LEGEND MANAGED SLOPES PRESERVED SLOPES SEQUENCE OF CONSTRUCTION PHASE III 1. CLEAR REMAINING TREES. 2, BEGIN EARTHWORK OPERATIONS STARTING WITH THE SLOPE CONSTRUCTION BEHIND POND 4. 3. AFTER FINAL GRADING IS REACHED BEHIND POND 4 IMMEDIATELY STABILIZE THE SLOPE WITH THE PERMANENT SEEDING. 4. INSTALL DIVERSIONS AS SHOWN TO DIRECT WATER TO POND 4 AND REMOVE SEDIMENT BASIN 1. 5. AFTER THE SLOPE HAS BEEN STABILIZED BEHIND POND 4, ALL DIVERSIONS ARE IN PLACE, AND THE COUNTY E&S INSPECTOR HAS APPROVED ITS CONDITION,THE CONTRACTOR CAN BEGIN ALL EARTHWORK OPERATIONS. 6. CONTRACTOR TO CONSTRUCT SWALES AS SHOWN AS FINAL GRADE IS REACHED TO DIVERT RUNOFF TO PONDS AS SHOWN ON THE E&S PHASE III PLAN, 7. TEMPORARILY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 8. FINAL GRADE THE DISTURBED AREAS. 9, PERMANENTLY SEED AND/CR SOD/MULCH ALL PROPOSED LANDSCAPED AREAS. 10. FOLLOWING COMPLETE SITE STABILIZATION AND WITH THE AGREEMENT OF INSPECTOR, REMOVE SEDIMENT CONTROL MEASURES FROM ALL PONDS AND CLEAN PONDS AS REQUIRED. REMOVE ALL REMAINING E&S CONTROLS, NOTE: 1, SUPER SILT FENCE TO BE PLACED A MINIMUM OF 4' FROM THE TOE OF ALL FILL SLOPES 2. ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3.15 ON SHEET 0-626 1 EMERGENCY SPILLWAY FOR PONDS 4, 10, AND 11 TO BE CONSTRUCTED ONLY UPON APPROVAL OF THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR PRIOR TO CONVERSION OF POND FROM SEDIMENT BASIN TO STORM WATER MANAGEMENT POND. 241 % 6 C-621 11 C-62 0 61 -620 1 1 'C-618 H 'C- 9 L CA15 11 016 11 0 17 1 71 SE Ill SHEET KEY U.8, ROU 40 20 10 0 40 1 1 11.=40' PROJECT- VIRGINIA STORMWATER MANAGEMENT PLAN FOR BROOKHILL SECTION I BLOCK 4A AND BLOCK 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohierEng-com 0,w DANIEL R. HINES "P Lie. 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' -�~ �-' -n.md. y�__ -\. - ,_ , �,� I- 7� H:I15\V1540TQRAWSNG8\PIAN SETSIWPO - M4 - PL5NW1520000C2.DW-, PRINTED BY: ABAXPER. 11.4$.17 Q 111;05 AM LAST SAVED BY: ABAXTER I , 1 6' 111, , I-", - , I I I I I ,\ l I,-11 __""r I r \ --,---,, r__ ,,,,, f ..rte _`,..`_ � \\° i'* r ."�,,, ^"o°" \�1-1-z",_-`-', ,_,"_', , ___ 1�,, ""'i,__ __ r'rfr t� I � " '^_'_ 'I ,,--%___,_1, -, - _-____-- "1/'_,____ ' r r ✓ 1P f ;l \. ..' / __� 4 t t 11 r/ 1 `^\ I\ , �e s_ rye"^d. z - ---.-- -, - _::�_�___"_ _:�� tI. EROS OSI1'1 N CONTROL LEGEND LIMITS OF DISTURBANCE @ � � 3.01 SAFETY FENCE 0A) —1 -2d TEMPORARY PAVED CONSTRUCTION ENTRANCE' s SSF SUPER SILT FENCE *S XX 3,06 SILT FENCE SI= —X X X— 3.08 CULVERT INLET PROTECTION CIS A I CLEAN MATER DIVERSION DIKE (`,�I4f [} DD 3,09 TEMPORARY DIVERSION DIKEI (* bl- - _, �' 1� !4 ,.,,t„ ,x,.t 3C.:hi(•\.i '.r J.,?`t_'I?,,�<\;!v'..i �` f11- €�-, ;i a '� .' ----/ 3.14 TEMPORARY SEDIMENT BASIN SB tiJ 3.96 TEMPORARY SLOPE DRAIN(} 3,18 OUTLET PROTECTION OP &W- 3.19 RIP RAP R,� !RWI �I P4 44 X U7 � M f- ; 2 i � � uz 0 � 1 O Zwc� �0 . zp =oa LL 1 < ,,' f7 ,-,i z , � In ^4 uw ck a i-- � W4P <!520 ,�P III-QOQ �! d I— ili C] 1 a< in. z Q Z:5 I , W aZU �C7Z Lu c ^1 \ ly- � V) lL � z .--.- ) �;M4 =llOLIJ -d 0z m U) ,e,i+� +**+*+♦ 4 g �O )P, O 0 d u WZ<mz a ti 70W wc(7-XXXJ %� Qw0y->-,o r' ;4 c is '.n i: ': R: 4 (I.1 a , Wujuj= �pq nZ[OZZZa- f, W FA co KNOW WHATS BELOW ALWAYS GALL 811 BEFORE YOU DIG It's fast. lits free. Its the law. 1 4 3.26 DEWATERING STRUCTURE DS APPROVED FOR CONSTRUCTION 3,32 PERMANENT SEEDING PS PS PROJECT No,: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE. 04119/17 TREEION 1' AND PROTECTION P TP CAD IQ.: OC2 PROJECT: VIRGINIA 3.39 DUST CONTROL g. STORMWATER LEGEND MANAGED SLOPES m PRESERVED SLOPES SEQUENCE OF CONSTRUCTION PHASE Ill 1. CLEAR REMAINING TREES. 2. BEGIN EARTHWORK OPERATIONS STARTING WITH THE SLOPE CONSTRUCTION BEHIND POND 4, 3. AFTER FINAL GRADING iS REACHED BEHIND POND 4IMMEDIATELY STABILIZE THE SLOPE WITH THE PERMANENT SEEDING, 4. INSTALL DIVERSIONS AS SHOWN TO DIRECT WATER TO POND 4 AND REMOVE SEDIMENT BASiN 1. 5. AFTER THE SLOPE HAS BEEN STABILIZED BEHIND POND 4, ALL DIVERSIONS ARE IN PLACE, AND THE COUNTY E&S INSPECTOR HAS APPROVED ITS CONDITION,THE CONTRACTOR CAN BEGIN ALL EARTHWORK OPERATIONS. 6. CONTRACTOR TO CONSTRUCT SWALES AS SHOWN AS FINAL GRADE iS REACHED TO DIVERT RUNOFF TO PONDS AS SHOWN ON THE E&S PHASE: III PLAN, T TEMPORARILY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 8. FINAL GRADE THE DISTURBED AREAS. 9. PERMANENTLY SEED AND/OR SOD/MULCH ALL PROPOSED LANDSCAPED AREAS. 10. FOLLOWING COMPLETE SiTE STABILIZATION AND WITH THE AGREEMENT OF INSPECTOR, REMOVE SEDIMENT CONTROL MEASURES FROM ALL PONDS AND CLEAN PONDS AS REQUIRED, REMOVE ALL REMAINING E&S CONTROLS. NOTE: 1, SUPER SILT FENCE TO BE PLACED A MINIMUM OF 4' FROM THE TOE OF ALL FILL SLOPES 2. ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3.15 ON SHEET C-626 3, EMERGENCY SPILLWAY FOR PONDS 4, 10, AND 11 TO BE CONSTRUCTED ONLY UPON APPROVAL OF THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR PRIOR TO CONVERSION OF POND FROM SEDIMENT BASIN TO STORM WATER MANAGEMENT POND. REV DATE COMMENT BY 1 07127/17 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY I ,-618 1 C-61 II; -620 i1 , 1r — iI '. , nl �.. 111 17 1 SripLE L' li ti<7 rr r,=L' 1 �* is A p LS. Rf L\,S,ROt" 40 20 10 0 40 11'= 40' KNOW WHATS BELOW ALWAYS GALL 811 BEFORE YOU DIG It's fast. lits free. Its the law. 1 4 3.26 DEWATERING STRUCTURE DS APPROVED FOR CONSTRUCTION 3,32 PERMANENT SEEDING PS PS PROJECT No,: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE. 04119/17 TREEION 1' AND PROTECTION P TP CAD IQ.: OC2 PROJECT: VIRGINIA 3.39 DUST CONTROL g. STORMWATER LEGEND MANAGED SLOPES m PRESERVED SLOPES SEQUENCE OF CONSTRUCTION PHASE Ill 1. CLEAR REMAINING TREES. 2. BEGIN EARTHWORK OPERATIONS STARTING WITH THE SLOPE CONSTRUCTION BEHIND POND 4, 3. AFTER FINAL GRADING iS REACHED BEHIND POND 4IMMEDIATELY STABILIZE THE SLOPE WITH THE PERMANENT SEEDING, 4. INSTALL DIVERSIONS AS SHOWN TO DIRECT WATER TO POND 4 AND REMOVE SEDIMENT BASiN 1. 5. AFTER THE SLOPE HAS BEEN STABILIZED BEHIND POND 4, ALL DIVERSIONS ARE IN PLACE, AND THE COUNTY E&S INSPECTOR HAS APPROVED ITS CONDITION,THE CONTRACTOR CAN BEGIN ALL EARTHWORK OPERATIONS. 6. CONTRACTOR TO CONSTRUCT SWALES AS SHOWN AS FINAL GRADE iS REACHED TO DIVERT RUNOFF TO PONDS AS SHOWN ON THE E&S PHASE: III PLAN, T TEMPORARILY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS. 8. FINAL GRADE THE DISTURBED AREAS. 9. PERMANENTLY SEED AND/OR SOD/MULCH ALL PROPOSED LANDSCAPED AREAS. 10. FOLLOWING COMPLETE SiTE STABILIZATION AND WITH THE AGREEMENT OF INSPECTOR, REMOVE SEDIMENT CONTROL MEASURES FROM ALL PONDS AND CLEAN PONDS AS REQUIRED, REMOVE ALL REMAINING E&S CONTROLS. NOTE: 1, SUPER SILT FENCE TO BE PLACED A MINIMUM OF 4' FROM THE TOE OF ALL FILL SLOPES 2. ALL TEMPORARY SLOPE DRAINS HAVE BEEN SIZED PER TABLE 3.15 ON SHEET C-626 3, EMERGENCY SPILLWAY FOR PONDS 4, 10, AND 11 TO BE CONSTRUCTED ONLY UPON APPROVAL OF THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR PRIOR TO CONVERSION OF POND FROM SEDIMENT BASIN TO STORM WATER MANAGEMENT POND. PLAN3S J FOR ROOMILL SECTION I LOCA'T'ION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA BOH LER E N GIN S E R I N G 11 28 BLACKWELL. PARK LANE, SUITE 2011 WARRENTON, VIRGINIA 20186 Phone: (540) 345-4500 Fax: (540) 349-0321 VA@BohlerEng.com TH 'Ot. U DANIEL R. HINES 7 .'p Lic. No. 043176 4t �C3 09/27/17 ��/ +1I I SHEET TITLE: RJ Si 1 N AN SEDIMENT / {�} PHASE Ill SHEET NUMBER a I U2 I T= :.,:C-6121 ��'/ ,_,� f 1 C-62 I j I ,-618 1 C-61 II; -620 i1 , 1r — iI '. , nl �.. 0615 11 C-616 1C, 17 1 SripLE L' li ti<7 rr r,=L' 1 �* is A p LS. Rf L\,S,ROt" 40 20 10 0 40 11'= 40' PLAN3S J FOR ROOMILL SECTION I LOCA'T'ION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA BOH LER E N GIN S E R I N G 11 28 BLACKWELL. PARK LANE, SUITE 2011 WARRENTON, VIRGINIA 20186 Phone: (540) 345-4500 Fax: (540) 349-0321 VA@BohlerEng.com TH 'Ot. U DANIEL R. HINES 7 .'p Lic. No. 043176 4t �C3 09/27/17 ��/ +1I I SHEET TITLE: RJ Si 1 N AN SEDIMENT / {�} PHASE Ill SHEET NUMBER PLATE I L11 E, PLATE. PLATE SAFETY FENCEmm. 3,05-1 CONsuuCTION OF A SILT FENCEI 3.05-2 S 1 LT FENCE' CULVERT INLET CONSTRUCTION OF A, SILT FENCE!, 3,08-1 0 tc WO In z ( 0 _2A PROTECTION WITH WIRE SUPPORT) (WITHOUT I'VIRE SUPPORT) Ron MW % J 2, STAPLE WIRE FENCIING TO THE POSTS. 7 1, SET POSTS AND EXCAVATEA 4"X4" 1 1, SET 11i'l STAKII, - a, � I.§ 2, EXCAVATE A 4"X 4' TRENCH OMNI 44 �4 PON 0 TRENCH UPSLOPE ALONG THE LINE UPSLOPE ALONG THE LINE OF g& 9 0 <1 IOF POSTS. STAKE1 .Now u MAX 7 _TT Q EROFILE 'JI TOE OF CUUVERT Lu Q < 0 < i W E-1 z g �q r :g 5; 4 F- sT0Nz5 x D ui W M b 31� STAPLE FILTER MATERIAL 4, BACKFILL AND COMPACT T 71 OWto Z 0 6 TO 5TMES AND EXTEND T E EXCAVATED SOIL, M 1 1) 0� AlIT INTO THE TRENCH. 4 "' { Iq PT� Nil 3. ATTACH THE FILTER FABRIC TO TI -IF WIRE 4, BACKFILL AND COMPACT THICE OF FILL E 9 PERSPECTIVE VIEW FENCE AND EXTEND 11 INTO THE TRENCH. EXCAVATED SOIL. — 0 [7u >- SILT FNCE-- ' -Z 01STANCF S 6'ui W <1 <2 �e �e MINIMUM IF FLOW IS Z W Cq v u ruTOWARD. EMBANKME11 Raw :4 E 0 , ILOW U' T CC, Lo ss -"7 an '0 1]-, W n 5 i g 24 kill SHEET FLOW INSTALLATION OPTIONAL STONE COMBINATION N PERSPECTIVE VIEW) p 15' 1-7 I0 W FLOW 9, ? v:p D REVISIONS EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. lF -OW �x \-WIRE I V, I - , 25 ti FABRIC *P REV DATE COMMENT BY NWNTIONAL P, FLTER. FABRIC IMETAL (T) OR POINTS A SHOULD BE 1 07/27/17 COUNTY COMMENTS RTY 1i3 A�.pv �A ERACING FIE - BRIC (I,) POSIS' HIGHER THAN POINT B, 5' 4Ijj�,— 'PC12f`1HYjL \—GROtqlD LINE `A-TACHC POSTS vv!Tql _CQHICQ1DE I -EQ I ION Xz,-A VDOTI #3, #'57, �5, #56 CLASS f RIPRAP RTY METAL TIE WIRES)X1111°1-2 09/27/17 FOR APPROVAL OR J57// DRAINAGEWAY INSTAI LATION CI AGGRICATE TO REPLCE SILT 9TRE1 FENCE IN 'HORSESHOE' WHEN HIGH' PERSPECTIVE VIEW PERSPECTIVE VIEWrTT (FRONT ELEVATION) VEI-QCI',-Y OF FLOWS EA, EC[ED BARRIERS FOR RCE: ADAPTED FROM INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR k I -SO PLASTIC FENCE METAL FENCE A'_0u=#!x0 ��,Iticjr t 4_� Of I 4)ch ook �bt�! im, -40 a,, jo, jubo t'n"Oth NAI 7�, SOURCE: ADAPTED FROM INSTALLATION OF STRAW _ANDFA.BRIQr'ILT[R BAR Ill Itoff"v4ve lij)f*14 3 *4 X-Vith'a, ftlfiilotof 1, i cht"fb _�Q_URCE:CO NWFD -PLASTI.CS, VOOT ROAD AND BRIDGE STAINDARDS, VA DSWC Ail SEDIMENT CONTROL SHERWOOD WYANT SEDIMENT CON TROLVA. DSWC, SHERWOOD AND WYANT *abg - __ - SOURCE: ADAPTED from VDOT Standard She-ets and Va. DSWC ci)lv,but j)1-essxq Wil 'b�valj4j, ;1*ay ft,901 tilt q - 0, u, � , --- au Akfl nu P YED A� *SH FLA E PLATE PLATE MINIMUM S -FORAGE VOLUME AND 1 SEDIMENT BASIN SCREMNTIC RISER PIPE BASE CONDITIONS 3.14-1 1 314 3.14-2 -3 SEDIMENT STORAGE ELEVATIONS' TEMPORARY DIVERSION DIKE DESIGN Way I ERGENCY S 10R�M E V.SPILLWAY 0,5' MIN. KNOW WHA7S BELOW ALWAYS CALL 811 67c. j AC. R15IER CCRESTDRY' SIGRAG DDIAIERING DEVICE 1 ISI 111BEFORE YOU DIG I 7= 1. 61 C,Y./ k It's fast. It's free. Its the law. Compacted Soil 'VET" STORACE 11 APPROVED FOR ,IMFNT CILEMM-11 POINT CONSTRUCTION ("WEl' STORACE REDUCED M, .. 10 34 0./ ACRE) 6) 11Y./ N- 'DRY" �TORAGE —Flow 00, PROJECT No.: V152000 DRAWN BY: MEG DESIGN ELEVATIONS WITH CHECKED BY: RTY I EMERGENCY SPILLWAY DATE: 04/19/17 SCALE: AS NOTED I P r lel _! i_ DE SING 1. CAD I.D.: ON2 67 C.Y,/AG. DCE PROJECT: _T DESIGN HIGH WATER 4L' min. VI.RGINIA (25-Y1 . SIGRM Ej 2"0, m:t,], M I` 3.0, MIPI, STORMWATER 0.5 M IIN, !E7- 10 VIN. ZDZUENT CUANOUF PC,'Nf' 1----1 MANAGEMENT 'I ('x,,:r 5TOw 67 AI TO M 0 ACRE) 'DRY, T1 PLAN 61 C.), ARISER CREST _ FOR I IET' STORAGE "EYATERING uj -VICE UE' BROIOKHILL SEDINENT QLFANOUT SECTION I DESIGN ELEVATIONS WITHOUT BLOCK4AAND EMERGENCY' SPILLWAY SOURCE: VA. DSWC PLATE 3,09-1 (RISER PASS5 25 -YR, EVENT) BLOC 8A LOCATION OF SITE ----VA _DSWC VA -DSWG- _Lu�CE: VA DSWCC E: ROUTE 29 SEM INOLE TRAIL RD AND HAIW1520001DRAVONGSTLAN SET-51V%PG- 61<04 - PLAN1V1,520000N2.DWG PRINTED BY: ABAXTER 11,018.17@1M5AM LAST SAVED BY:A BAXTER W to 1992 3;15 i TE LATE PLATE �i��PLATETEMPORARY, SLP DRAIN �LAEEND—SECTION ARE ENS E1 5-2I IOC PIPE OBLIE� CONDITIONS' R� CHECK DAM 0 ,.� ------ _ -------- CIO w z _ z TABLE 3,18-A (CONTINUED) � A _ rt A � �, o z� SIZE, OF SWPE DRtilN - T__ _ _ z _ CONNECTOR SECT^"IOP;J d � ACRES OR LESS OF DRAINAGE AREA: Maximum Drainage Pipe Diameter I Area (acres) (inches) hRt �tG RGD 3d - - = j % 3 � � ail P4 - - SI E LUG J---fi--- 0,5 12 I - _ 1,5 18 a c'IPr_ QIJTLI TO r,U.RRI PED METAL (cr�;hcTEQ) RGTEG,I(Pa �� I !� ALTERNATE CONNECTION � � } 2.5 21 r I \` �. _ ( " r FILM AREA WITH NO ¢ � f i� 3,5 24 EX ;NS,ON1 'OLLAR I / c` .' _ W E� ¢ - o I 3' z y1 REIf'dFGRCeD `>CGc Tot J'i�?Ic, W,'�--Pf IrF£J£r.%. Tt) df PI.A`6hFt1I dD ,if TC6f /!d :VIidT LJr: 3%ti i%ALa! ryG17S Tit F'G. IuKNISNF/J.. ! ..> '" a DEFINED CHANNEL - ,,,TLl2 Clt�iH a �\ A 3; \ I a r c 0 o r: r]' 2' f- „; ., - 9 O°TIDTAL) _ F7 Z U } C3 Z o EENGTn C, , J� PGAIE (5' W F,l kLk J2 1U �D J1�1: PIPE AND rT f � kU;i 3&" TO 66 U�rL: , lE; $�Lt1�J _�LI„�� w � w S.fl 3O I ,,+� Pv'n1rKPRf,OF ;,GI , _-� Ili �✓� ---ice-+ iwi"__ �.� { � ..-•-�« 1 i ---- �t�j ,e'", � �y } Q � �._ i R L / c v ?moi i� W r� �1-- Source, 7 Va. DSWC i 24.1 41,1 T s TQC SANT ST -01/0N CR 12' TO JOS DA 1Vk- ,O tHf ,IMT "A ON /til: (OOWNSTREAt VfEW) > in z z -- wOOww ,,I 'd� I i SK/RT SkFCTIQW FOR ;6'' TO 54° DA PIP RA BF ,M)F FFO f fifo SNE-dS iJiI>'tf 5Y RITETf7,a OR ?Ll1N'C I - T ~ � z � MU F=- Q Dike Design PROVIDE L tTLET / _'� d i r y r s UGTEZ l;"J 3 !F"ES UFO C4ARTc Q¢ U s z �. / q v'! GOITER LN , 6G MA, .,e Crate R 4 5 PROIECTiOIN 5 1r , `+ / SF PdCt L Ft'?CL` ENQ SECTI+:Ei� 07-- ___ 21GRE. T W Q m d z U a Art earthen: dike shall be used to direct storrawater runoff into the temporary slope drain u u4.�-CT l4 SFS,? ! COfr,JtR , ,.,� ,PlJ TG'E PUT F4 8F. SAMt S+Ei:7 T GG,VTSS AS SKIRT. W -1 I - y E # +► +► Jlr Y and shall be constructed as set Forth in. DIVERSION, Std, +& Spec. 3.11 See Plate 3.15.1. � _ ,--_._._ � - _ _ —�- ; Ilf—:lieFLOW <"7 i' 1 for placement of dike m relation to the sloe drain. ='I, ilk( i_ - J, ✓' J kNU 5cCT,ON'S NOU FIRI C #:L ,:? GF G L4 ., : lI SlEE,_ ✓R r1l ,ill. (I �Lr!'Y tt,IR SE I!( t/nI Fr`I'r j ----------' Fla F P N f 2 FF F S CTii i �1 FILTER CLOTH K I i& 9'; 4EC71kMFNOFp i �d" C7 The height h t F jrn TYPICAL CROSS --SECTION ICN FOR E;`fIR'E PFRIMEFFR a lie g of the dyke at the centerltna of the inlet shall be equal to tete diameter of the O ¢ pipe plus 6 inches, Where the Or, height is greater than 18 inches at the inlet, it shall l� ` I A A o C . sloped at the ane of 3.1 or flatter to connect with the remainder of the dike (see Plate i,l,. SECTION h. r u z z Y l}. I PLAN (1 ?� i HT1 r` t / 1 ( I C` Cc, 'z4�YY-,e �g NOTE; SEDIMENT M>AA BE CONTROLLED AT OUTLET _ A ; ft0 �y �"��i �i�� AI�A�� R�/�; C� `� w c� •sr � �coon vhILL C ' I r? END SECTIONS ARE TQ uE USED�rf A o > -� # r Sl{1PE- 3ua{h:111,.) I- z z O O w o r WITH BITUMINOUS COATED AND PAVED METAL IF UPLAND PONDING R,EATE PROBLEMS WHERE FLAB r 5__,...-__ _ �, �, The outlet of the slaps drain must be protected from erosion as set form in C>U IL ET I _ T 4v),fi I I a a w O w w �rz z PIPE, THEY ARE TO BE GACVANiZFD ONLY.do PROTECTION, Std. e& Spec, 3<18< !lL 1 L L ! _. .._,-} I (j z -� JPRE 0'JT-EF TO w W I, DEFINED ° E- Canstnictiion itE gip EARTHIEN DIKE A.. _._µ _ - -- PIPE SHEi TI'iMIT � plhl N6{Ckl� B''-•._-- i t u� r ro � LbIAN'I4c.i FILTER CLOT}{ 4COWPACEc) `� ! / E � _.� - - -- ____TOE nl!a FLAN- IE 1 n � (oPTIONA3 )_ F J3 f 1. The measure shall be laced on undisturbed soil or well -writ acted fill: 3N� �� J I �� DA, rk.L ALUMINA I , f �^ T c 1 L; � � i T l MAX. IF TOC I IOE,e TOL _ Lp 2. I h entrance shall the s drain e r 1 _. e aai sections al. slope toward h slope dr n at the. minimum ane o€ %2- :; , . T ! _ .r ____ _ 12" aha" oso" s" 6'' ! s` 21 ° s:° _ (DOWNSTREAM VIEW 1 u ` t cel �T. 3 —I REVISIONS inch per facet: ( ,: l t " I / l \y 0 ,r: • rP ' j. a E - -r t / I I 'SOCJF #i COARSE 15,, 064' QED"1e" 10" 6' 31° 36" f I of,i'--' 3. The soilaround and a he entrance section hal be hand -tamped i 1' t _ %! L _ _ 1 - - - - - -- _ AGGREG iF -- REV DATE CO a under t entry c s shall, n 8 tench liftsBY 1 T s! 1F I:;, ? . 64" I ? a : a A COMMENT tit the to of the; dike to prevent piping failure around the uilet ^ " 6oA- tit" 2; 6m 36P- 2 1t" r - g'� _ d p 24 06� :000 IC' 13 6' 41 1 48 `,,a rye 1 .- ®II!III - 1_. a s',: ;s4 o tz;' 40. A, C'N�' 1 07/27117 COUNTY COMMENTS RTY tl �11[II IIIIII IiIIIi II IIfT------------------------___. _— w _ l_ __ ____ SECTION A A T I __._ a I „& T - -'-, 1 ,. w _ " 3 A._.1 F9L,Cl LaF;i K v IN 6`4'; RECOMMENDED -- - -- 42 _-,4�4 s <?. 11 _ 8 a4 _ FOR ENTIRE PFNIMETEli 2 09127/17 FOR APPROVAL RTY I[l 1ls SECTION A A I. ; _ NOTES: �t--. ES 4 ?04 iU5 l ,,. ?1 _Tet° %B° 0I .4• ----- h'OI . UId 1c i:LPdTtRa-MAh _.__. 4 T_ _ �a� r 7, Qk CONCRETE, -- -r. - 1`54 � I 4: APRON LINING, MAY BE RIPRAP, GROUTED R1PRAl?, GAEtOII. BASKET, i4 l0 9] 0, cr_ 3Q' 1i' 1 84 j 102 1 36" 2. Lo IS THE LENGTH Of THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4, 60" Qfi4° ,:. U9 d IC5jiF 3Y 12" 1 a7" 14" �36* c s y. 3. d = 1,5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. CLASS I RPRAP _ ELEVATION I. .— Irr,3 ir;nr srnrt`i nnAn este rsn�nr:r r`c. x.,,nennT^ _—_—,-_--- ISOURCE: VA. DSWC I.SOURCE: VA ®SWC' � SOURCE: VA DSWC �OUR�'D: VDt�T_ROA�FAND_ BRIDGE STANDARDS ,..� _ PLATE SPAC11\N'G BETWEEN CHECK % J 20-2 S�" .4: SP:#lc . M$ No=r W7EZ...&.E 1T t.,% A �` .RrA�r ,x?'Ai1' mei.. `7y A"4iGF .&.P'tT. T .31- �. Nc� T NORTH" , H 1 � z z d rd AN REQUIREMENTSSPECh�SIOOO-ft` is Sot 81aa 114 to 911 TER ST:%'I TABLE 3:32-D TABLE, 3,32-E { a3gi# r te; SITE SPECIFIC SEEDING 4II)CTURES FOR. PIEDII'viONT ATFL, Sl,t$ elle 4113 6111 I211a i3A;LTTTTY �a� SET?.I? ! F TEMPORARY SITES Noble), Total Lbs. i) A� S 3 lao- ¢ctp to to 1114,. 2 lbs, spring �Per Acre Minimum Seed 14tinirru m 01 � - lens s nn �,tri�4 Ce. 1 - I D ilia satin that less than "l .) Minimum Care Lawn � �e�rtista2ivri (%) —= I Rico ended Application R a 2 bu. {up 4C l lit Ibs,l 2,3 lbs,: � � � tfw #lir lath tAl se ali4g�, sv?riiec - � j 1! Corcii„ercial or Residential 175-200 lbs, f T 1 ghcullmr'alLimestone t� cc r+�zle ` 09; if titan :`tO Ib�,) rover; Tolerates teed allyl lis he �.- Test -"�°---.,•- tnazure - 4S.r;catuc',cy 31 or Turf -Type Tall Fescue 43-1()i)�X� C;idwz'ivetch 98 6�•• CD - _ lritpraver3 Perennial 12gregtass Q-5°1 lespeileaa; Korcitii 97 85;; • ER IAN MILLE F 50 0 spxproxi I ill X { 1�'atra- ascan ascnuAl, hies at first Kentucky .Bluegrass a �tf 'below 4. tom per acre v s� �s ez� series �x gga.. r I "S1„etad-A iwka lttat•;l�la aid i ti untzzt r. i -I h- aintenance Lawn w ! d mite'. g ' 200-2:50 Ibi, grasses e x x Mi '<ble sddod la tiiixcs,'a�ill Kentuc 31 or Turf `i e Tall Fescue r r KPJt�Vi/ ONIHAT"S BELOW 4 � `^ to t0 per ,� kta?IbtiJ,al. it'YBCxitASS fa0 lila, PMA 11a5. 5{ Y Yp 1Q{7°la Bluegrass, Kentucky „= t3 v' 1 iii nsu ti-i7sitstitt out of raittsf xtanna:, Fescue. fall (Improved ALWAYS CALL $1 J a 1f d'il General Slime (311e (311 car less)less), Turf -Type Cultivars) 98 8 _ m sea&un per"UI)AL ;€�Ta BEFORE YOU DIG I oz a Warzi Fe,cue, Tall (Ky-3l) 97 '. _ . t 1 ton r acre 1tVEGR bunch.,TateratR 2tatt dry slci'as' Kentucky 31 Fescue 128 lbs, Fescue, heli 98 s5' {Fi' r 4 u sail acid„ infertile sofb. May be lied ` op Grass 2 lbs, IFedttip 94 it's fast. It's fires. It's the law. W m i P('l� ! �) *Idt fid try t 4-x Seasonal Nurse Crop 20 lbs. Amid Canarygrass 98 80 - , 150 lbs: Perennial TRyegr;x&s 981 9f3 Source: a J fDitL.�N Ilio. approx. E:� � ?{ � X o seasoosnntzslleguaFe, Iraw«M�intrn,inee R - s Slotre {5teerer than3.1 . Weeping LDveu#rass 98 87' APPROVED FOR t t hI 1aEI3E:�,A� . etas.' , ed lo'mi" nails lvlay . j CONSTRUCTION --a lit i ( zn �t tstae ' Kentucky 31 Fescue 108 lbs. s Red Top Grass 2 lbs. TABLE 3.31 -Aa Seasonal Nurse Crop "° 20 lbs, Annual Ryegram 97 '� PROJECT NO.: V152000 I I 'SoutherntI'I tAt t d ttr I to a i, Mountain region. See. Int S 2-I 1t1ttl 2- ': C;rownvetch 2U abs: Getman Nfillet' 98 8S' DRAWN BY: MEG I b 4 150 lbs. Oats 98 80'. LIMING INION T `" List ;a oe?vel ;orO with ptltl c l ,: Cereal Rye, alg, 85, CHECKED BY: RTY xl ' Use seasonal nurse crop is az curdance with seeding date,S as stated below: DATE: 04119117 ( Mkv uwd as d cover Crop irr3 ll fall dtkag, February 16ib through April .:.. . . . ...... : : . ... „ , . , Annual Rye SCALE: AS NOTED FOR TEMPORARY SITES d (1 : May b planted be_tW een Til= dates. Evia 1st through August 15tH . , May g .. , ...... Foxtail Millet Seed containing ihit�ti car re iri�Letl i<axit , is 'should not be. accepted. CAD 1.D.: ON2 May planted Wtw n, thm date$ _ �' e elf O,5r;'r� weed seed. To calculate percent toe � � ' � August 16th 'ffitrougli. October . . ........ . .. . ......:.. Annual Ry need should nils tomato, to excess . , pe pure, November throat February 75th ... , :........... Winr:<r Rye lave. seed, multiply erminatioTt times purity and divide h' '!00. Recommended Application >� � � y � l? � x PROJECT: VIRGINIA �� t** -Substitute Sericea les edeza for Crownvetch east of EFarinville, Va, Ma 5 N A pH Test o Agricultural Limest, p (May ��1p1�: y-31 Tall Fescue �yitll a germination ¢f 85 g�leie t and a purity o£ through p 4 Ta�� If Flats ea is used in lieu oflC ownvetch, increase periods, eito30 lbs.iacrelleAlI leg e 97 ercent �� seed must be properly inoculated Weeping Lovegrass maybe added to any slope 97 x 8 82415, 8245 `100 8245 percent pure live seed€ MANAGEMENT below 4.2 tom per acre or low -maintenance -max durang warirrer seeding pertatis; add 10-2€i lbs./acre re in mixes, Includes 'hard seed" PLAN y == 4.2 to 2 tops per �,r_,._... OR to � "KHILL �: t�7�'T acrelIl - aO ill - 'ill' IISOURCE: VA DSWC SEC'TIUC'N 11 Source: , l '� T rI' ! ' ' � ! 1 ,� P ; '�L� J� 4A AND r-1 - T r o11iTE 2016 ROAD c"4 BRIDGE STANDARDS i RELATIVE � j, � p � _ -- - -- ---- - -- --- -- - --_ I P � .� HT _ „ _ t, er - A ' V E -- LOBI ------- — — _ � -- --- — BLkC 8A < 1 END -SECTION 12 60 PIPE ALTERNATE END -SECTION 12 y 60 PIPE ? I ROUTE 9 SEMI OF SITE _. -- �, j� G HUB END ON OUTLET END-SECTIONSPROTECTED� '�, �'� f W�?LE TRAIL RD AND FJ li P.,� 71GOT END ON INLET END -SECTION HUB ENO 'ON OUTLET END --SECTIONS __-__. - .._-. _.:._-,__ __-:- _:..--:..,___:.-. _:_..... � a SPIGOT END ON INLET END -SECTION 4� STATE ROUTE 643 --'`= % -- I c1 POLO GROUNDS RD _ -- - x ALBEMARLE COUNTY VA CONCRETE TO BE Ai CONCRETE TO £l G G 1 ' 1tt_� 111,,, ,rr COARSE _�,__:a-- _ _ ,_,_ :. _ _ _,_. '_ tog 4DDO PSI ,.,,,p 4000 PSI MINIMUM ,' ^,r-- AGGREGGATE y ) 99 DRIP INE "w i t /+�� j�f�j� ' �,�'_'J7'� - - l ENGINEERING - PLAN I � '� «l j PLAN L f SNOW FENCE (' ✓ -DIAMETER-y ,�; -�� ! ` 28 BLACKYVELL HARK LANE SIJ -�1 t _ , D Dr�o-aETt l ITE 201 E PIP 4 WARRENTQN VIRGINIA 2(3186 t ,I Phone: 540 --_ t'I _-�_--_,_ .r�. I BAR OR 9T � t R� t i I c ti, t �1, it' i t I i � , iM r I I I �( )349-45f)Q I d t. _ -� , r, s- Fr��lc itEl1- ar�cEntENr � � ; _ _ � � l , � � I � a I Fax: (544) 349-0321 T �)Ff k2� VA@Bo,hlerEng.com PAY CINE E PAY t.iNE BOARD FENCE LTN END VIEW I t CORD FENCE TYPICAL GRAVEL STRUCTURE SECTION x_X END VIEW � w r -. 9 END SECTION DIMENSIONS END SECTION DIMENSIONS -PLASTIC FENCL. PIPE DIAMETER A 9 C D E PIPE DA ETER' A S C D E ! 4 CORRECT METHODS OF TREE FEND -ENG Q �" I 12TT 4,r 2°-tr 2`PO'" 4'-0" 2,_D, 12.. 411 2,_O,, Al -1 ,_,,. T-13" � 1 l ' DANIEL R. NINES 1511; P;; ,2A'-3.1, 1, 91, IB -0" , ,6" 1GIi Cil A1_"Y" 1-101, 6"1.1 'M -610 t—. ,t 18'4 9:I 2''31' 1'-9n 4a-0" 31 -ori 1Qo 9n t„ , 3-10", V_V 3,-f9Y; ^,r ��a y _ Llc. No. 043176 C?MrAC1_3 0 i 44 V VV 1 JJ J I 2111 ,r 2'-11" 2'-1 5'-O" 3''6" 2p' S" 2'^111' 31-2u J y 4,_OtT, 2411 1& 3'-74t 2'-a14 sT_3r, 41-0,a ! . i I { I'! — � 09127/17 j�+y 24Tt give , 3 ,-7" 2 '6" 6'-1"� ry _ - fi T ;1 t k 27" 10Y#" 4'-01' y' 1,T 5, ITT 4r'S`r 274 1p n 4o Osr _ - �---- ~~ - i1 �� i1'77tl t TI -„✓" ---� a ,_ �,.is } ',_. �1t,ill� 30 1 O {4 6 T 1, � I ,: 8 -1 1, 5a-0 , 3Q.T 1^O 4 _g „ 8'-j ;, 5.O 3" 1- 4 -1Ot " 2 3 7 -1 5'-6" 33 T -11/2'i k elle 3-317.- 6'-1 5'-5'. p-,�.1 ,4 y,A_'(ry,e {'Q,.f _Yfl rt!,<1!'t tt— —3" _211 A. i '41 6. U _ L V4, 1' cf 5':-3" L 4V 8'-1Y4" 8' t1;,: 36,, 1' 5` w1, 2 „ s - - ,_ ,r ,,, i t,. 1, " -- h2 1 g„ 5'-3" 2 11 S 2 5 6 92 1'-g" 5--Y 2`-11„ 6' 2,, 06,, a ' J� 'i. ` t 4., r- t1 t — � 1, �i%1 � :. • 6ea 2T-01.1: Il, - 1-01' If 11 )k I'_, 1 7 1— oe 6I-0 2r 2„ 8 _21, 7 p k8n 2'_O 6".0 2':2 8 2' 7 D U - I 1 ;2'r, „ 5r--51, n1,:%�1 ei ,,,,1# ri 7rli 541.. .+2T-3,1.. {J,-511 21-111, V -,41r 74_�it SHEET TITLE: $, C41 3°_3„ 8' _3,. 8, -OTA 60" 2,.:5„ "a'-0" T 3'; 8. 3,, gT�CT1 � ! EROSION AND l,,li LENGTH `Of PIPE �; 6 C PRY LINE a. M � -.1 , SFiOUL C 8 c J \ V EI NOTES. SEDIMENT TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING (` PIPE LENGTHS SHOWN ON PLANS ARE CONTROL � °��i (� BASED ON END -SECTION DESIGN SHOWN '3 i �S.J� � . J,l R �L�✓ L ON THE LEFT. 1P THE CONTRACTOR ELECTS: -_- _ E —_-- TO USE THE ALTERNATE DESIGN SHOWN ON — t THE RIGHT. LENGTHS w1Ll;. BE REDt10ED BY !SOURCE, Public Fa;ciili ies Manuoll Vol. III, Fairfax. Co., Vo., 1976 S gRCE': VA DSWC TYPICAL, EARTHED STRUCTURE cULVERT _ THE DIFFERENCE; IN DIMENSION "D", �a — l _m DETAILS SOURCE: — -- - SOURCE; VA SHEET NUMBER: SLOPE LIETAIL SPECIFICATION 'rlt,VD0T REFERENCE FLARED END SECTION L C-626 ROAD D BRIDGE TANDARDs 302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET I OF 1 V)MIMA DEPARTMENT 4F TRANSPORTATION 102,{11 2016 ROAD & BRIDGE STANDARDS HAI 51V152T00MDRAWNGSPLAN SET5WvP0- SK04 - PLANw152000ON2.DWIG PRINTER BY: ABAXTER. 11,08.17 10:05 AM LAST SAVED BY: ABAXTER HA15WI520WDRAWNGSWLAN SETSAWPO- SK04 - PLANW152000SD2.DM PRINTED BY: ABAXTER 11.08,17 @ 10:05 AM LAST SAVED BY: EVAN.NEYWAN ��7�� ~�� l�� L�� l� DATA SHEET WITHOUT AN EMERGENCY SPILLWAY PROJECT : BRDON8ILL - WPO PHASE I LOCATION : NORTH AREA OF SITE /PHASE 2 & 3 E&S\ BASIN ID : POND 11 DRAINAGE AREA : 18.30 ACRES BASIN VOLUME DESIGN WET STORAGE I. MINIMUM REQUIRED VOLUME = 67 [U. YDS, x TOTAL DRAINAGE AREA (ACRES) 67 CY x 10.30 ACRES = 1,226,10 [Y 2. AVAILABLE BASIN VOLUME = 1,226.10 [Y AT ELEVATION 397.68 (FROM STORAGE - ELEVATION CURVE) 3, EXCAVATE 1^226,I0 [Y TO D8T4ZN REQUIRED VOLUME � � ELEVATION CORRESPONDING TO REQUIRED VOLUME = INVERT OF THE DEWATERING ORIFICE. 4. AVAILABLE VOLUME BEFORE CLEANOUT REQUIRED 33 [Y x 18.30 ACRES = 613.06 [Y 5. ELEVATION CORRESPONDING TO CLEANOUT LEVEL = 394.60 /FROM STORAGE - ELEVATION CURVE) 6. DISTANCE FROM INVERT OF THE DEWATERING ORIFICE TO CLEANOUT LEVEL = 3.0 FT (MIN. = 1,9 FT) DRY STORAGE 7^ MINIMUM REQUIRED VOLUME = 67 CY x TOTAL DRAINAGE AREA (ACRES) 67 [Y x 28.30 ACRES = 1^226.10 CY 8, TOTAL AVAILABLE BASIN VOLUME AT CREST OF RISER = 2/452.20 [Y AT ELEVATION 408.00 (FROM STORAGE - ELEVATION CURVE) 9. DIAMETER OF DEWATERING ORIFICE = 6 IN. � X��(��?�' �� d�.��l�� l� ��r� ��L�� SHEET WITHOUT AN EMERGENCY SPILLWAY PROJECT : 8ROOKHILL - WPO PHASE 1 LOCATION : SOUTH AREA OF SITE (PHASE I & S EQS) BASIN IQ : POND 10 DRAINAGE AREA : 4.85 ACRES BASIN VOLUME DESIGN WET STORAGE 1^ MINIMUM REQUIRED VOLUME = 57 CU, YDS. x TOTAL DRAINAGE AREA (ACRES) 67 [Y x 4,85 ACRES = 324.95 CY 2, AVAILABLE BASIN VOLUME = 2/104,48 CY AT ELEVATION 371,00 (FROM STORAGE - ELEVATION CURVE) 3. EXCAVATE 2,104.48 [Y TO OBTAIN REQUIRED VOLUME * * ELEVATION CORRESPONDING TO REQUIRED VOLUME = INVERT OF THE DEWATERING ORIFICE. 4. AVAILABLE VOLUME BEFORE CLEANOUT REQUIRED 33 [Y x 4-05 ACRES = 162.48 CY S^ ELEVATION CORRESPONDING TO CLEANOUT LEVEL = 367.90 (FROM STORAGE - ELEVATION CURVE) 6. DISTANCE FROM INVERT OF THE DEWATERING ORIFICE TO CLEANOUT LEVEL = 3-1 FIT (MIN. = 1,0 FT) DRY STORAGE 7' MINIMUM REQUIRED VOLUME = 67 CY x TOTAL DRAINAGE AREA (ACRES) 67 [Y x 4.85 ACRES = 324.95 CY 8. TOTAL AVAILABLE BASIN VOLUME AT [REST OF RISER = 4/432,87 [Y AT ELEVATl[UN373.50 (FROM STORAGE - ELEVATION CURVE) 9. DIAMETER OF DEWATERING ORIFICE = O IN. W1w00mnwoWwmSTwwvsn.Wo�BKw-puww52woSD2.o*pPRINTED BY: ^mAXrER.`"^17 0`w06^mLAST SAVED BY: EVAN. wsww^ 18. DIAMETER OF FLEXIBLE TUBING = 8 IN, (DIAMETER OF DEWATERING ORIFICE PLUS 2 INCHES). PRELIMINARY DESIGN ELEVATIONS 11. [REST OF RISER = 400.80 TOP OF DAM = 485.00 UPSTREAM TOE OF DAM = 390.00 DESIGN HIGH WAFER = 401-51 BASIN SHAPE 12~ LENGTH OF FLOW ([) = 115 FT = 1.2 EFFECTIVE WIDTH (We) 11416 SF / 115 FT IF > 2^ BAFFLES ARE NOT REQUIRED IF « 2, BAFFLES ARE REQUIRED [ X l l]` U 2 = 42.67 [FS (FROM CHAPTER 5) (18.30 ACRES x 0.58 'C` X 4.02 IN/HR AT 10 MIN Tc) 14. Q 25 = 63.25 CFS (FROM CHAPTER 5) (18.30 ACRES x 0.50 "C' X 5.96 IN/HR AT 18 MIN Tc) PRINCIPAL SPILLWAY DESIGN 15. WITHOUT EMERGENCY SPILLWAY, REQUIRED SPILLWAY CAPACITY Dp = O25 = 63.26 [FS /RISER AND BARREL) 16~ WITHOUT EMERGENCY SPILLWAY, ASSUMED AVAILABLE HEAD (h) = 1.0 FT (USING O 25\ h = DESIGN HIGH WATER ELEVATION - CREST OF RISER ELEVATION 17. RISER DIAMETER (Dr) = 108 IN. .,. ACTUAL HEAD (h) 1.5 FT (FROM PLATE 3.14-8) NOTE: AVOID ORIFICE FLOW CONDITIONS RISER CALCULATED USING THE TOTAL FLOW ~ 63.26 CFS 18' BARREL LENGTH (1) = 212.00 FT HEAD (H) ON BARREL THROUGH EMBANKMENT = 12,0 FT (FROM PLATE 3.14-7) 18^ BARREL DIAMETER = 60 IN. - REINFORCED CONCRETE PIPE (RCP) (FROM PLATE 3.14-B [CONCRETE PIPE] OR PLATE 3.14-A [CORRUGATED PIPE]) 20. TRASH RACK ANTI -VORTEX DEVICE #N/A #N/A (FROM TABLE 3.14-D) 10, DIAMETER OF FLEXIBLE TUBING = 10 IN. (DIAMETER OF DEWATERING ORIFICE PLUS 2 INCHES). PRELIMINARY DESIGN ELEVATIONS 11. CREST OF RISER = 373.50 TOP OF DAM = 376.50 UPSTREAM TOE OF DAM = 367.00 DESIGN HIGH WATER = 374,00 BASIN SHAPE 12^ LENGTH OF FLOW /L\ = 280 FT = 8.6 EFFECTIVE WIDTH (We) 70499 SF / 208 FT IF > 2° BAFFLES ARE NOT REQUIRED IF < 2^ BAFFLES ARE REQUIRED [ X l 13. 0 2 = 11.31 CFS (FROM CHAPTER S) (4.85 ACRES X 0,58 'C' X 4.02 IN/HR AT 10 MIN Tc) 14~ O 25 = 16,77 [FS (FROM CHAPTER 5) /4.85 ACRES X 0.58 `[' X 5.96 IN/HR AT 10 MIN Tc) PRINCIPAL SPILLWAY DESIGN 15. WITHOUT EMERGENCY SPILLWAY, REQUIRED SPILLWAY CAPACITY Oo = Q25 = 16.77 [FS (RISER AND BARREL) 16~ WITHOUT EMERGENCY SPILLWAY, ASSUMED AVAILABLE HEAD /h\ = 1.8 FT (USING O 25) h = DESIGN HIGH WATER ELEVATION - CREST OF RISER ELEK47Z0V 17. RISER DIAMETER (Dr) = 72 IN. .., ACTUAL HEAD (h) 8.5 FT (PROM PLATE 3.14-8) NOTE: AVOID ORIFICE FLOW CONDITIONS RISER CALCULATED USING THE TOTAL FLOW ~ 16.77 [FS IO. BARREL LENGTH /I\ = 67,00 FT HEAD /H\ ON BARREL THROUGH EMBANKMENT = 7.9 FT (FROM PLATE 3.14-7) 19~ BARREL DIAMETER = 42 IN. - REINFORCED CONCRETE PIPE (RCP) /FROM PLATE 3.14-B [CONCRETE PIPE] OR PLATE 3.14-A [CORRUGATED PIPE]) 20. TRASH RACK ANTI -VORTEX DEVICE DIAMETER = 102 IN. HEIGHT = 36 IN. (FROM TABLE 3.14-D) 41114i, IT or I, i 21. REQUIRED SPILLWAY CAPACITY Da = Q25 - Op = N/4 22, BOTTOM WIDTH (b) = N/A EXIT CHANNEL SLOPE /S\ = N/A EXIT CHANNEL MINIMUM LENGTH (x) = N/4 (FROM TABLE 3,14-C\ ANTI -SEEP COLLAR DESIGN (IN USE) 23. DEPTH OF WATER AT PRINCIPAL SPILLWAY CREST /Y\ = 2^00 FT SLOPE OF UPSTREAM FACE OF EMBANKMENT (Z) = 3.00 FT SLOPE OF PRINCIPAL SPILLWAY BARREL (5b) = 8,8377 FT/FT LENGTH OF BARREL ZW SATURATED ZONED (Ls) = 17 FT 24. NUMBER OF COLLARS REQUIRED = 5 DIMENSIONS = 4,9' x 4.9' /PER PLATE 3.14-12\ FINAL DESIGN ELEVATIONS 25. TOP OF DAM = 405.00 DESIGN HIGH WATER = 401.51 EMERGENCY SPILLWAY CREST = N/A PRINCIPAL SPILLWAY [REST / DRY STORAGE ELEVATION = 400^100 DEWATERING ORIFICE INVERT / WET STORAGE ELEVATION = 397.60 CLEANOUT ELEVATION = 394.60 ELEVATION OF UPSTREAM TOE OF DAM = 398.00 (0R GY64K4TE7 BOTTOM OF "NET STORAGE AREA" IF EXCAVATION WAS PERFORMED) ELEV. AREA ACC. VOL. ACC. VOL. "DRY" STORAGE 1 EL. 373,50 COUNTY COMMENTS 367.00 4,575 0 0 EL. 371,00 5, 173 192 394.00 4,230 10,162 376 770 398.00 9,590 37,076 1,373 :4 6919 402.00 27,957 1 16,071 4,299 404. 00 35.02171,,, i79'11551 6,:639 EMERGENCY SPILLWAY DESIGN (N/A) 21. REQUIRED SPILLWAY CAPACITY Oe = U25 - Op = N/Ak 22, BOTTOM WIDTH /b\ = N/A EXIT CHANNEL SLOPE (S) = N/A EXIT CHANWEL MZNZMUM LENGTH (x) = N/A (FROM TABLE 3.14-C\ ANTI -SEEP COLLAR DESIGN (IN USE) 23^ DEPTH OF WATER AT PRINCIPAL SPILLWAY CREST (Y) = 2,50 FlT SLOPE OF UPSTREAM FACE OF EMBANKMENT /2\ = 3.00 FT SLOPE OF PRINCIPAL SPILLWAY BARREL (Sb) = 8.0597 FT/FT LENGTH OF BARREL IN SATURATED ZONED (Ls) = 23 FT 24. NUMBER OF COLLARS REQUIRED = 1 DIMENSIONS = 6.0' x 6^01 (PER PLATE 3.14-12) FINAL DESIGN ELEVATIONS 25. TOP OF 0/QM = 376.50 DESIGN HIGH WATER = 374.00 EMERGENCY SPILLWAY [REST = N/A PRINCIPAL SPILLWAY [REST / DRY STORAGE ELEVATION = 3773.50 DEWATERZNG ORIFZCE INVERT / WET STORAGE ELEVATION = 3771.00 CLEANOUT ELEVATION = 367,90 ELEVATION OF UPSTREAM TOE OF DAM = 367-00 (OR EXCAVATED BOTTOM OF "WET STORAGE AREA" IF, EXCAVATION WAS; PERFORMED) ELEV. AREA ACC. VOL. ACC. VOL. "DRY" STORAGE 1 EL. 373,50 COUNTY COMMENTS 367.00 4,575 0 0 EL. 371,00 5, 173 192 370.00 7,086 18,02.9 668 372.00 12,142 98,142 3,635 :4 6919 376.00 20,870 164,326 6,086 /+0,00\ (-3,49) (-5.00) (-7.40) ��?��l�� T�&��l� ��l��6��PLATE �]8��&��l�� l�/�Q/�1� [)�/��l�J�1K\, � ELEVATIONS | DESIGN HIGH WATER (25 -YR. STORM EL 401,51) SOURCE: VA D5WC TOP mDAM EL. 405.00 2 0' MIN. C 3.0, MIK IV MIX RISER CREST EL. 400.00 DEWATERING DEVICE EL. 397.60 DESIGN ELEVATIONS WITHOUT EMERGENCY- SPILLWAY (RISER PASSES 25 -YR, EVENT) QV7�\7��l�� ]��Y�J SCHEMATPLATEIC ��l1��1�[ �2��ll� ��&8�� |ELEVATIONS DESIGN HIGH WATER SOURCE: VA DSWC TOP mDAM EL 376.50 DESIGN ELEYAP0N3 WITHOUT EMERGENCY SPILLWAY |R|S[R PASSES 25 -YR. EVENT) REVISIONS 05 MIN. 5 MIN, 67 C,Yj A . COMMENT "DRY" STORAGE 1 EL. 373,50 COUNTY COMMENTS RTY j 'WET' STORtAG FOR APPROVAL EL. 371,00 SEDIMENT CLEANOUT POINT EL. 367.90 SOURCE: VA DSWC TOP mDAM EL 376.50 DESIGN ELEYAP0N3 WITHOUT EMERGENCY SPILLWAY |R|S[R PASSES 25 -YR. EVENT) REVISIONS REV DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS {!/\iL 811 BEFORE YOU DIG ft's fast. Its free. If s the law. APPROVED FOR CONSTRUCTION PROJECT No V1 52000-1 DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19/17 SCALE: AS NOTED 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 34M321 DANIEL R. HINES "P Lic.NwO43176 09/27/17 AW SHEET TITLE: SEDIMENT RASIN SHEET NUMBER: C-628 POINT OF INTERST ANAL SI AND ALLOWABLE RELEASE CALCULATIONS DA - 4A (AC) 5.43 55.00 0.66 2.43 10.86 il DA 55.00 7. 5.00 0.94 6 - 48 DA - 4 Offsite - -- - 3.52 - -55.00 0.60 1.87---- 7.51 --- - Total for,POI - 4 (Pre) -- Post Development DA - 4A (Routed) DA - 4B (Pond l 2. 0 6 5Y6 � � Bypass) 58.00 0 66 1 $ A - off ice`,- --- - --- - - - - - -- D s(Routed),3.a T 5 0 0 Pond - 4 - 0.20 0.30 4.45 Pre Development (AC) 58,00 (CFS) (CFS) (CF ) DA- 1A 1.78 55.00 _ 0.79 3.54 DA, 1 B -- - 6.32 - PA - 2A (Untreated) f 0.89 f 0,07 0.32 DA - 2A 0.27 55.00 - 0.12 0.54 DA- 2.B -- - - - ,. Q.75 55.130 - T0,341; 52 --- -- ---- - DA-3 DA-3 - - 0.98 - 55.00 u .-_. - - - - 0,44 . _-,- --------- ---- 1.96 DA - 5A 1.54 55.00 - 0,6 = _ ----. 3-08 DA -513 - ----- 1,05 55.00 58.00 0.47 2.10 -- Total for PO1=, 15 (Pre 6.54 6.59 - Z92,, r _ 13,06 ;"', ■ R -i i i. 1 DA -1 A (Untroa!!d) 0.17 58,00 DSo}ts 'Totals %dfTot,d '0.12 Q,41 ; DA - 1 B (Untreated) --- 1.88 67.00 _ - --2.51 �- -- - 6.32 - PA - 2A (Untreated) f 0.89 f 58.00 55.00 - ;0,48 1•;66 DA - 2B (Untreated) 0.16 58.00 .. - 0.11 0.38 DA - 3 (Untreated) 1.00 58.0€7 -- --- - - 0,710 - 2 40 DA - 5A (Untreated) -u 1.64 58.00 58,00 - 1.15 - 3.94 DA - 5 .(Untrerated) T 1.05 58 00 _... 58.00 __ 0,73 _ Z62 Total for POI - 15 (Post) 6.59 - 58.00 . - 5.80 17.63 The Cinsite Corntributing Drainage urea to'P,01- 5 is Less Than 1.0% of The ota1 Drainage at That Point. ------ - -- - - Pend 10 0.73 P01 5 DRAINAGE AREA MAP N:}}giV152GUPlDRAWING,SWLAN SETSiVNPq- BK£d - PLAN1Vh52!)bASVJ2.t1VdG RRINTED 6Y: Ai3AXTEft tt.Q8,t7 Lga 14.:6 AM lABT SAVED BY: ABAXTER DA - 10A Asogs asoils 2. DSo}ts 'Totals %dfTot,d 4 5.54 DA - 10B - GO 0.15 55.OI 0.02; 0,07' T 0'32, DA - 10 Offsite Impervious. Cover (acres). 3.24 55.00 0.39 1.45 6.48 -I Total for Flo - 10 (lire) O.Or3 6.17 , - .. 0,75, -2.76 .; _12 34 - ---- -- --- - - Post Development - - --- - - -- --- - - -- - - --- -- - ---------- UA - 1 CTA (Pend Byp ;s) Total Turf Area Treated (acres) 0.54 58,00 0.15. 0,.38 1.30 DA - 10B (Pond Bypass) 58 O 15 58.00 0.04 0.11 0.36 (., ,'4,.8r,- DA - IOC Ro ted) 0,37 - 58.00 . 15.88 10.91 22,74 -- - -- - DA - 10 Offsite (Routed) - ---- 5.37 ------ 58.00 --- - ------ - -- - - Pend 10 0.73 0.23 1.46 0.04: 0.06 t .62 --- -- - ------- -- Total for POI - 10 (Post) Total 10.91 I,F. * Q pre * RV pre 0.23 0,54 3.27 - - 1 yr Allolwable Release Per Energy Balance =' 0.4 i RV post ** See Note 1 EB Achieved I-11 Yes Yes R 0 (2YR) Ct (10 YRj Pre Development (AC) (CFS) (CFS) . (CFS) DA- 11A 18.35 55.00 2.23 8.20 36.70 DA,- `IIB _ 5.1 ;s 00,- 0,,6 -2:321 -- 10.38 -' DA- 110 1.30 55.00 0,16 0.58 2.60 DA -' 1 Offsite- - -,1.83 55,00 0.22 - - --- -- - Total for POI - 11 (Pre) - - --- 26.67 - -- - --- 3,23 -- ---- - 11.10 ------ --- - 49,68 Last bev'ieiog rpip It - - - - - - DA 11A (Pond Bypass) 3.14 58.00 0,84 2.20 7.54 DA _ 1,113 (Pond Bypass) 1.3058:00 - 0, 3f 0.," 2 DA - 11 C (Routed) 18.30 58.00 Total for POI - 11 (Post) I 22_74 - 1.45 1 3.48 13.14 1 yr Allowable Release Per Energy Balance =:`3.23 VirLten,a Fn',rbyfr i3eaucliorl Mettaod 1Mnrk51:1eiit DEQVirginia Run:oft Reduction Method New Development. Compliance Spreadsheet. - Version 3.0 "MP Vesign SpeciFen#curs 61st. 2011 Suls &:Specs: Site Summary IotalPainfaii = 43whes Site Land Cover Summary .. Asogs asoils Csoils DSo}ts 'Totals %dfTot,d Forest/Open(acres) O.Qt7 0,00 ODO GO 4:04 Q itaana$i'd Tdrt (a cies) 47:50 0.60 ._� D.DQ 4'.."TD 49 Impervious. Cover (acres). O..DO 0.35 0,00 0:00 0.35 1 47.$0 +17,3$ Site Tv and Land Cover Nutrient Loads Sole Rv Q.22 Treatment volume Ile _ _ 35,692 TP Load (lb/yr). 22,43 TN Load (lb/yr) 1 160;43 Total TP Load Reduction Required. (ib(yr) 2.62 Site Compliance Summary Total Runoff volume 84duation (fin 0 P.A. B D,A,:C Total TP Load. Reduction Achieved(Iti/yr), 7.54 'Total TN Load, Redulioti Achievved(i4/gr) i 32.:38 Remaining Puri TP_L 14,58 (lblyr) 0:00 Rernaining.TP Load Reduction(lb/yr) i 000,,, Required 22:74 Drainace Area Summary r ° TARGET TP ,RFriLSC'TMN EXCEEDED BY 4.74 Lit/'YE(h#'4 Drainage Area Compliance Summary D.A, A DA. 6 D.A. C DA. Ft D.A. P Total, TP I.aad Reduced Ilblvri: Fl 2'7' 1.16 7..1.7 O:GO O.QA 7,5.4 TN i,oaa Reduced (Ib/yr) 17.39 4,7w 6.?4. 0.0©.... 0.00 _ 32::35 Site: County: Storm Event; 24 -Hour Rainfall Depth ENERGY BALANCE Brookhill Block 4A/8A WPO Albemarle 1 Year 3.0" (,e'er NOAA Atlas 14) Point of Interest ID D.& A P.A. B D,A,:C DAD D.A. a Total. totes,/Qpgt (acres:.. 0.00 0.04. 0.00 0:00 0,00 0.00 Managed Turf lades} w.� 22:74 5,54. .....0.60... 12.36 8.86' R 0.00 47.$0 Impervious Cover litres) O.Or3 6.17 D,00..... 4:35 0.06 0.35 TotalArea(acres) 22;74. 5.54. 12.36 7.21 61011 47.85 Drainage Area Compliance Summary D.A, A DA. 6 D.A. C DA. Ft D.A. P Total, TP I.aad Reduced Ilblvri: Fl 2'7' 1.16 7..1.7 O:GO O.QA 7,5.4 TN i,oaa Reduced (Ib/yr) 17.39 4,7w 6.?4. 0.0©.... 0.00 _ 32::35 Site: County: Storm Event; 24 -Hour Rainfall Depth ENERGY BALANCE Brookhill Block 4A/8A WPO Albemarle 1 Year 3.0" (,e'er NOAA Atlas 14) Point of Interest ID 4 10 =11 Comments Pre -Development Q, Flow (cfs) 2.20 0.75 123 ia:oo- CN, Curve Number 55 60 62 0.6C. RV, Runoff Depth (in) 0.19 0.33 0.40 RV per Tables 11 -C -27,11 -C -30,11-C-32, 11-C-38 Drainage Area, Ac 16.69 6.17 26.67 r',Qv RV, Runoff Volume (Ac -in) 3.25 2.06 10.62 CN adjusted, 61 51 61 63; Post -Development Q, Flow (cfs) 0.73 0.23 1.46 Total Turf Area Treated (acres) 1. F. 0.80 0.80 0.80 I rovement Factor P CN, Curve Number 58 58 61 1,66 RV, Runoff Depth (in) 0,27 0,27 0,37 RV per Table 11 -C -27,11 -C -36,11-C-37, 11-C-43 Area, Ac 15.88 10.91 22,74 RV, Runoff Volume 4,35 2.09 8.30 Entergy Balance (EB) Q, Fast-Dev (cfs) 0.73 0.23 1.46 I,F. * Q pre * RV pre 1,31 0,41 3.23 Q, Past-Dev Allowable (cfs) RV post ** See Note 1 EB Achieved Yes Yes Yes Notes: 1. Q Post-Dev must always be less than or equal to Q Pre-Dev 2. Q Post-Dev is not required to be less than that calculated in the equation (Q forest x RV forest)/RV Post-Dev 3. I.F. = 0.8 for :sites > 1.0 acre, 0.9 for sites <_ 1.0 acre 4. RV tables per VA SWIM Handbook, CH 11, App 11-C wginia sturon aeaaio:n mn.:cc. uvarrcsoaec INCLUDES DRAINAGE AREAS DA -11A, DA -11B, AND DA -11C SHOWN ON SHEET 0-902 Drainage Area A Summary L d m S mntdry., M Managed Turf Pr A Sails 65gi{s a: SoCls :av9i, T.nal I %OTMM forest/open (aeres> _ -_ u.i� o.no ia:oo- uoQ - ilbltr) a - MpnbgedTiirf{acres)_ 0.6C. 22,79 _ _ O.nQ. 6.q9 __a.eo 2.79 SSMJ Ernperaicus Laver (Sues} 0,00 o,nu 0,00' r',Qv _ uxr; 0� M Managed Turf Pr ItnPerY 'nip'- TP Lorsd frwn. Untcear¢d TF toad TF Removed TV Rcmamlcxg rlawnsfeaanx rice [reditArea towr¢redit volume lfi'1 Upstream ru Pradk.lksj (Ihfyr} - ilbltr) Treatment w be (acres} Area.(arn;<.) 5,54 P:dcr.ce6ltbs'1 0.00 5.54 €mpiowt, 13 11"t Pond 91(Spec414) d8,3 17,00 13285.80 1 0.00 8.34 b.i7 4.11 - 0 3'otallmper0ou3 coven Tented tau.) 0.00:: T.ud TO Araa R.Ia d (a 1 18,30 Total TPLoad fiednU,on Axt,feved ur. n.A. m-.4.17 (Wyd % of Total Tat.{} TN Lead Reducdnn' Add -d in R.A. . 0.00 ticPrr} 17.85 Vinginia Runoff Reduction MBth;od Workshein Drainage Area 8SomITlary INCLUDES DRAINAGE AREAS DA -10A, DA -106, DA -108, AND DA -10C SHOWN ON SHEET C902 Land Covsr summary. 1 554 9MP Selections A soils B Sats C Soils D Soils Total. % of Total Forestlopen;(acres) . 0.00 0.00 0.00 0.00 ®.Q0 0 Managed Turf (acresl 0100 5,54 0.00 0.00 5.54 100. Impervious Cover acres) 17,00 O.OQ 0.00 0.00 q.t ]: 0 1 554 9MP Selections Total Impervious Cover Treated (acres) 0.00 Total Turf Area Treated (acres) 4:$5 FOR Tp Load. Reduction Achieved In D,A1 iAo (Ib/yr) Total TN Load Reduction ;Achieved In DA, (lb/yr) 4.74 Virgiieia Runoff Reduction Method. Worksheet: Drainage Area C Summary INCLUDES DRAINAGE AREAS DA -4A, AND DA -48 SHOWN ON SHEET C-902 .Land Cover Suminary Managed Turf Impervious BMP Treatment TP Load from i Untreated T€' Load TP Removed Covmstu am TP Remaining. Practice Credit Area Ower Credit a volume (ft ) Upstream to Practice (Ikzs) (lb/yr), Treatment to be (lb/yr){acres} 0.09 Q Area (acres) 0.00 - Practices (lbs) Employed 13.a:Wet Pond#1.(Spec #14).. 4:55.. ., .. 3:521410 .0:£10 2.21...., .. .1.10: 1,19. Total Impervious Cover Treated (acres) 0.00 Total Turf Area Treated (acres) 4:$5 FOR Tp Load. Reduction Achieved In D,A1 iAo (Ib/yr) Total TN Load Reduction ;Achieved In DA, (lb/yr) 4.74 Virgiieia Runoff Reduction Method. Worksheet: Drainage Area C Summary INCLUDES DRAINAGE AREAS DA -4A, AND DA -48 SHOWN ON SHEET C-902 .Land Cover Suminary BMP Selections A Soils 11;50415 C Soils D'Soils Total °6 of Total. Forest/Open (acres) O.QQ 0.00 Q.Iqu 0140 0.09 Q rvianaged Turf (acres) - 0.00 - 12.36. - mo - 0diq 12:36 - 1007 - Impervrous.Cover (airhs).m ^-0.00 0.00 0, o 0.40 :0,00 __�. 0 BMP Selections Total Impervious Cover Treated (acres) 0.00 Total Turf Area: Treated (acres) 9.96 Total TP Load Reduction Achieved In D.A. 2,22 467Yr1 Total TN Load Reduction Achieved in DA. 9,74 (Ib/y?). STORMWATER NARRATIVE WATER QUALITY / BMP ANALYSIS IN ORDER TO MEET THE WATER QUALITY REQUIREMENTS SET BY THE VIRGINIA RUNOFF REDUCTION METHOD THREE (3) PONDS HAVE BEEN PROPOSED WITH THIS PLAN. THE TOTAL TREATMENT VOLUME PROVIDED IN EACH POND IS 27,311.00 CY IN POND 4, 28,971.00 CY IN POND10, AND 49,674.00 CY IN POND 11 FOR A TOTAL TREATMENT VOLUME OF 105,956 CY. THE PROPOSED PONDS WILL PROVIDE R TOTAL REDUCTION OF 7.54 POUNDS OF PHOSPHORUS PER YEAR AFTER THE ROUGH GRADING OPERATION IS COMPLETE. THIS EXCEEDS THE TOTAL PHOSPHORUS REDUCTION REQUIRED OF 2.81 LBSNR BY 4.73 LBS/YR. THEREFORE IT IS THE OPINION OF THE ENGINEER THAT THE BMP MEASURES PROPOSED MEET THE T S D EE EWA ERLiALITY REQUIREMENTS Q ASSOCIATED WITH THE ROUGH GRADING, AND LAND COVER CHANGE, PROPOSED IN THIS PLAN. FOR POI 4, 10, AND 11, SHOWN ON SHEET C-902, THE ENERGY BALANCE EQUATION IS ABLE TO BE SATISFIED BY CONTROLLING THE RELEASE OF THE 1 YEAR STORMWATER RUNOFF BY ROUTING A PORTION OF THE RUNOFF THRU THE PROPOSED PONDS. THE DRAINAGE AREAS AND ASSOCIATED FLOWS FOR POI 4, 10 AND 11 ARE SHOWN IN THE ENERGY BALANCE CALCULATIONS ON THIS SHEET, AND IN THE STORMWATER MANAGEMENT REPORT PROVIDED UNDER A SEPARATE COVER. BY REDUCING THE 1 YEAR FLOWS TO A RATE THAT SATISFIES THE ENERGY BALANCE EQUATION FOR POI 4, 10 AND 11 IT IS THE OPINION OF THE ENGINEER THAT CHANNEL PROTECTION REQUIREMENTS HAVE BEEN MET FOR THESE POI'S IN THE ROUGH GRADED CONDITION. THERE ARE SEVERAL AREAS LOCATED E ALONG POLO GROUNDS ROADHA T TARE BEING DISTURBED IN PREPARATION ARA ION FOR THE ROAD IMPROVEMENTS PROPOSED AS PART OF THE OVERALL BROOKHILL DEVELOPMENT. DUE TO THE LINEAR NATURE OF ROAD CONSTRUCTION THESE AREAS ARE NOT ABLE TO BE ROUTED TO A STORMWATER MANAGEMENT FACILITY. ALL OF THESE AREAS DRAIN TO THE SAME POINT ON THE SOUTH SIDE OF POLO GROUNDS ROAD WHICH HAS BEEN LABELED AS POI - 5 ON SHEET 0-902. THE TOTAL CONTRIBUTING DRAINAGE AREA TO POI - 5 IS GREATER THAN 1.0% OF THE DRAINAGE AREA LOCATED ALONG POLO GROUNDS ROAD ASSOCIATED WITH THE PROPOSED DISTURBANCE. DUE TO THIS IT IS THE OPINION OF THE ENGINEER THAT NO ADDITIONAL ANALYSIS BEYOND POI -5 IS NECESSARY. IN ADDITION AN ANALYSIS OF THE 2 YEAR FLOWS CONVEYED BY THE CHANNELS TO POI - 5 HAS BEEN PERFORMED AND THE CHANNELS HAVE BEEN FIELD VERIFIED AS NATURAL UNLINED EARTHEN CHANNELS WITH SLOPES RANGING FROM 0.85% TO 12.0%. THE SOILS IN THE AREA CONSIST OF VARIOUS TYPES OF SILT LOAMS WITH PERMISSIBLE VELOCITIES RANGING BETWEEN 3,0 FPS AND 3.5 FPS. BASED ON THE CHANNEL CALCULATIONS SHOWN ON SHEETS C-904 AND C-805 ALL OF THE POST DEVELOPED FLOWS FALL WITH IN THIS RANGE WITH THE EXCEPTION OF THE CULVERT - 1 OUTFALL CHANNEL WHICH HAS A POST DEVELOPED VELOCITY OF 3.54 FPS WHICH IS 0.35 FPS HIGHER THAN THE EXISTING CONDITION AND ONLY 0,04 FPS HIGHER THAN THE PERMISSIBLE VELOCITY. BASED ON THIS INFORMATION IT IS THE OPINION OF THE ENGINEER THAT ALL FLOWS GENERATED IN THE ROUGH GRADED CONDITION WILL BE NON EROSIVE AND THEREFORE THE CHANNEL PROTECTION REQUIREMENTS HAVE BEEN MET. FLOOD PROTECTION AS SHOWN IN THE "POINT OF INTEREST AND ALLOWABLE RELEASE CALCULATIONS" TABLE ON THIS SHEET, THE RUNOFF FROM THE 1 -YEAR, 2 -YEAR AND 10 -YEAR STORM EVENTS HAS BEEN REDUCED, FOR POIS 4, 10 AND 11, IN THE POST -DEVELOPMENT CONDITION TO LEVELS BELOW THE PRE -DEVELOPMENT CONDITION, THEREFORE MEETING THE FLOOD PROTECTION REQUIREMENTS. ALL THE CONTRIBUTING DRAINAGE AREAS TO POI - 5 WITHIN THE LOD ARE ASSOCIATED WITH LINEAR DEVELOPMENT AND THEREFORE ARE NOT SUBJECT TO THE FLOOD PROTECTION REQUIREMENTS. ADEQUATE OUTFALL NARRATIVE POI - 4r DRAINS TO AN EXISTING STREAM ON SITE THRU AN EXISTING 72" CULVERT UNDER POLO GROUNDS ROAD AND ULTIMATELY TO THIE RIVANNA RIVER. WITH THE THE TOTAL FLOW TO POI _4 HAVING BEEN REDUCED FOR THE 1, 2, AND 10 YEAR STORM EVENTS (SEE ENERGY BALANCE AND DRAINAGE AREA CALCULATIONS CALCULATIONS THIS SHEET), IT IS THE OPINION OF THE ENGINEER THAT ADEQUATE OUTFALL REQUIREMENTS HAVE BEEN MET FOR POI - 4. ALTHOUGH NOT REQUIRED AN ANALYSIS WAS PERFORMED ON THE EXISTING 72" CULVERT AND IT WAS FOUND THAT THE 10 YEAR EVENT CANNOT ADEQUATELY PASS THROUGH THE CULVERT. AS ARESULT A 96" CULVERT ISBE1NG PROPOSED WITH THE ROAD IMPROVEMENT PLANS CURRENTLY UNDER REVIEW. POI -1,0 DRAINS TO AN EXISTING 18" CULVERT THAT RUNS UNDER POLO GROUNDS ROAD. WITH THE TOTAL FLOW TO POI -10 HAVING BEEN REDUCED FOR THE 1, 2, AND 10 YEAR STORM EVENTS (SEE ENERGY BALANCE AND DRAINAGE AREA CALCULATIONS CALCULATIONS THIS SHEET), IT IS THE OPINION OF THE ENGINEER THAT ADEQUATE OUTFALL REQUIREMENTS HAVE BEEN MET FOR POI -10. POI - 1 1 DRAINS TO AN EXISTING 36" CULVERT THAT RUNS UNDER POLO GROUNDS ROAD. WITH THE TOTAL FLOW TO POI - 11 HAVING BEEN REDUCED FOR THE 1, 2, AND 10 YEAR STORM EVENTS (SEE ENERGY BALANCE AND DRAINAGE AREA CALCULATIONS CALCULATIONS ON THIS SHEET), IT IS THE OPINION OF THE ENGINEER THAT ADEQUATE OUTFALL REQUIREMENTS HAVE BEEN MET FOR PCN -11. POI - 5 RECEIVES RUNOFF FROM SEVERAL CULVERTS ALONG POLO GROUNDS ROAD LABELED ON SHEET C-902 AS CULVERT 1, 2, AND 1 AN ANALYSIS OF EACH OF THESE CULVERTS HAS BEEN PERFORMED AND THE RESULTS ARE SHOWN ON SHEET C-904. ALL OF THIE CULVERTS ADEQUATELY PASS BOTH THE TWO (2) AND TEN (10) YEAR FLOWS INTO THE RECEIVING CHANNELS ON THE SOUTH SIDE OF POLO GROUNDS ROAD. AN ANALYSIS OF THE OUTFALL CHANNELS FOR EACH CULVERT AND THE COLLECTING CHANNEL THAT RUNS PARALLEL TO POLO GROUNDS ROAD TO POI - 5 HAVE BEEN PERFORMED FOR THE TWO (2) YEAR STORM EVENTS. A SUMMERY OF THIS ANALYSIS CAN BE FOUND IN THE CHANNEL PROTECTION SECTION OF THE STORM WATER NARRATIVE. AT POI- 5 THE TOTAL UNCONTROLLED ONSITE CONTRIBUTING DRAINAGE AREA (6.59 AC) IS LESS THAN 1.0% OF THE TOTAL CONTRIBUTING DRAINAGE AREA (781.42 AC) TO THAT POINT, DUE TO THIS IT IS THE OPINION OF THE ENGINEER THAT NO FURTHER ANALYSIS BEYOND POI- 5 IS REQUIRED, BASED ON THE CHANNEL ANALYSIS RESULTS AND THE CULVERT ANALYSIS RESULTS IT IS THE OIPINION OF THE ENGINEER THAT ADEQUATE OUTFALL REQUIREMENTS HAVE BEEN MET FOR POI - 5, CONCU.USICIN IT IS THE OPINION OF THE ENGINEER THAT BECAUSE THE WATER QUALITY; CHANNEL PROTECTION, FLOOD PROTECTION, AND ADEQUATE OUTFALL REQUIREMENTS HAVE ALL BEEN SATISFIED, THE SITE IN THE ROUGH GRADED CONDITION WILL BE IN COMPILIANCE AND NO FURTHER ANALYSIS OR CALCULATIONS ARE REQUIRED, Virginia Runoff Reduction Method Wnrksheei Drainage Area D Summary. INCLUDE S DRAINAGE AREAS DA -1A, DA -18, DA -2A, DA -2B, DA -3, DA -5A, AND DA -56 SHoVVN ON SHEET C-902 Land Cover Sumonaary Managed Turf Impervious TP Load from BMP Treatment Untreated Tp i.oad TPRemoved Downstream TP E3er+}ainjng, Practise Credit Area Cover Credit Upstream Volume (fit} to Practice (lbs) (Ib/yrj Treatment to he (!b/yr) O,gf3 (acres) Area (acres) Practices (lbs) 0 Employed Ilia. Wet Pond #T Spee #k4) 9,96 7,234.96 0.00 1 4.54 2.27 2.27 Total Impervious Cover Treated (acres) 0.00 Total Turf Area: Treated (acres) 9.96 Total TP Load Reduction Achieved In D.A. 2,22 467Yr1 Total TN Load Reduction Achieved in DA. 9,74 (Ib/y?). STORMWATER NARRATIVE WATER QUALITY / BMP ANALYSIS IN ORDER TO MEET THE WATER QUALITY REQUIREMENTS SET BY THE VIRGINIA RUNOFF REDUCTION METHOD THREE (3) PONDS HAVE BEEN PROPOSED WITH THIS PLAN. THE TOTAL TREATMENT VOLUME PROVIDED IN EACH POND IS 27,311.00 CY IN POND 4, 28,971.00 CY IN POND10, AND 49,674.00 CY IN POND 11 FOR A TOTAL TREATMENT VOLUME OF 105,956 CY. THE PROPOSED PONDS WILL PROVIDE R TOTAL REDUCTION OF 7.54 POUNDS OF PHOSPHORUS PER YEAR AFTER THE ROUGH GRADING OPERATION IS COMPLETE. THIS EXCEEDS THE TOTAL PHOSPHORUS REDUCTION REQUIRED OF 2.81 LBSNR BY 4.73 LBS/YR. THEREFORE IT IS THE OPINION OF THE ENGINEER THAT THE BMP MEASURES PROPOSED MEET THE T S D EE EWA ERLiALITY REQUIREMENTS Q ASSOCIATED WITH THE ROUGH GRADING, AND LAND COVER CHANGE, PROPOSED IN THIS PLAN. FOR POI 4, 10, AND 11, SHOWN ON SHEET C-902, THE ENERGY BALANCE EQUATION IS ABLE TO BE SATISFIED BY CONTROLLING THE RELEASE OF THE 1 YEAR STORMWATER RUNOFF BY ROUTING A PORTION OF THE RUNOFF THRU THE PROPOSED PONDS. THE DRAINAGE AREAS AND ASSOCIATED FLOWS FOR POI 4, 10 AND 11 ARE SHOWN IN THE ENERGY BALANCE CALCULATIONS ON THIS SHEET, AND IN THE STORMWATER MANAGEMENT REPORT PROVIDED UNDER A SEPARATE COVER. BY REDUCING THE 1 YEAR FLOWS TO A RATE THAT SATISFIES THE ENERGY BALANCE EQUATION FOR POI 4, 10 AND 11 IT IS THE OPINION OF THE ENGINEER THAT CHANNEL PROTECTION REQUIREMENTS HAVE BEEN MET FOR THESE POI'S IN THE ROUGH GRADED CONDITION. THERE ARE SEVERAL AREAS LOCATED E ALONG POLO GROUNDS ROADHA T TARE BEING DISTURBED IN PREPARATION ARA ION FOR THE ROAD IMPROVEMENTS PROPOSED AS PART OF THE OVERALL BROOKHILL DEVELOPMENT. DUE TO THE LINEAR NATURE OF ROAD CONSTRUCTION THESE AREAS ARE NOT ABLE TO BE ROUTED TO A STORMWATER MANAGEMENT FACILITY. ALL OF THESE AREAS DRAIN TO THE SAME POINT ON THE SOUTH SIDE OF POLO GROUNDS ROAD WHICH HAS BEEN LABELED AS POI - 5 ON SHEET 0-902. THE TOTAL CONTRIBUTING DRAINAGE AREA TO POI - 5 IS GREATER THAN 1.0% OF THE DRAINAGE AREA LOCATED ALONG POLO GROUNDS ROAD ASSOCIATED WITH THE PROPOSED DISTURBANCE. DUE TO THIS IT IS THE OPINION OF THE ENGINEER THAT NO ADDITIONAL ANALYSIS BEYOND POI -5 IS NECESSARY. IN ADDITION AN ANALYSIS OF THE 2 YEAR FLOWS CONVEYED BY THE CHANNELS TO POI - 5 HAS BEEN PERFORMED AND THE CHANNELS HAVE BEEN FIELD VERIFIED AS NATURAL UNLINED EARTHEN CHANNELS WITH SLOPES RANGING FROM 0.85% TO 12.0%. THE SOILS IN THE AREA CONSIST OF VARIOUS TYPES OF SILT LOAMS WITH PERMISSIBLE VELOCITIES RANGING BETWEEN 3,0 FPS AND 3.5 FPS. BASED ON THE CHANNEL CALCULATIONS SHOWN ON SHEETS C-904 AND C-805 ALL OF THE POST DEVELOPED FLOWS FALL WITH IN THIS RANGE WITH THE EXCEPTION OF THE CULVERT - 1 OUTFALL CHANNEL WHICH HAS A POST DEVELOPED VELOCITY OF 3.54 FPS WHICH IS 0.35 FPS HIGHER THAN THE EXISTING CONDITION AND ONLY 0,04 FPS HIGHER THAN THE PERMISSIBLE VELOCITY. BASED ON THIS INFORMATION IT IS THE OPINION OF THE ENGINEER THAT ALL FLOWS GENERATED IN THE ROUGH GRADED CONDITION WILL BE NON EROSIVE AND THEREFORE THE CHANNEL PROTECTION REQUIREMENTS HAVE BEEN MET. FLOOD PROTECTION AS SHOWN IN THE "POINT OF INTEREST AND ALLOWABLE RELEASE CALCULATIONS" TABLE ON THIS SHEET, THE RUNOFF FROM THE 1 -YEAR, 2 -YEAR AND 10 -YEAR STORM EVENTS HAS BEEN REDUCED, FOR POIS 4, 10 AND 11, IN THE POST -DEVELOPMENT CONDITION TO LEVELS BELOW THE PRE -DEVELOPMENT CONDITION, THEREFORE MEETING THE FLOOD PROTECTION REQUIREMENTS. ALL THE CONTRIBUTING DRAINAGE AREAS TO POI - 5 WITHIN THE LOD ARE ASSOCIATED WITH LINEAR DEVELOPMENT AND THEREFORE ARE NOT SUBJECT TO THE FLOOD PROTECTION REQUIREMENTS. ADEQUATE OUTFALL NARRATIVE POI - 4r DRAINS TO AN EXISTING STREAM ON SITE THRU AN EXISTING 72" CULVERT UNDER POLO GROUNDS ROAD AND ULTIMATELY TO THIE RIVANNA RIVER. WITH THE THE TOTAL FLOW TO POI _4 HAVING BEEN REDUCED FOR THE 1, 2, AND 10 YEAR STORM EVENTS (SEE ENERGY BALANCE AND DRAINAGE AREA CALCULATIONS CALCULATIONS THIS SHEET), IT IS THE OPINION OF THE ENGINEER THAT ADEQUATE OUTFALL REQUIREMENTS HAVE BEEN MET FOR POI - 4. ALTHOUGH NOT REQUIRED AN ANALYSIS WAS PERFORMED ON THE EXISTING 72" CULVERT AND IT WAS FOUND THAT THE 10 YEAR EVENT CANNOT ADEQUATELY PASS THROUGH THE CULVERT. AS ARESULT A 96" CULVERT ISBE1NG PROPOSED WITH THE ROAD IMPROVEMENT PLANS CURRENTLY UNDER REVIEW. POI -1,0 DRAINS TO AN EXISTING 18" CULVERT THAT RUNS UNDER POLO GROUNDS ROAD. WITH THE TOTAL FLOW TO POI -10 HAVING BEEN REDUCED FOR THE 1, 2, AND 10 YEAR STORM EVENTS (SEE ENERGY BALANCE AND DRAINAGE AREA CALCULATIONS CALCULATIONS THIS SHEET), IT IS THE OPINION OF THE ENGINEER THAT ADEQUATE OUTFALL REQUIREMENTS HAVE BEEN MET FOR POI -10. POI - 1 1 DRAINS TO AN EXISTING 36" CULVERT THAT RUNS UNDER POLO GROUNDS ROAD. WITH THE TOTAL FLOW TO POI - 11 HAVING BEEN REDUCED FOR THE 1, 2, AND 10 YEAR STORM EVENTS (SEE ENERGY BALANCE AND DRAINAGE AREA CALCULATIONS CALCULATIONS ON THIS SHEET), IT IS THE OPINION OF THE ENGINEER THAT ADEQUATE OUTFALL REQUIREMENTS HAVE BEEN MET FOR PCN -11. POI - 5 RECEIVES RUNOFF FROM SEVERAL CULVERTS ALONG POLO GROUNDS ROAD LABELED ON SHEET C-902 AS CULVERT 1, 2, AND 1 AN ANALYSIS OF EACH OF THESE CULVERTS HAS BEEN PERFORMED AND THE RESULTS ARE SHOWN ON SHEET C-904. ALL OF THIE CULVERTS ADEQUATELY PASS BOTH THE TWO (2) AND TEN (10) YEAR FLOWS INTO THE RECEIVING CHANNELS ON THE SOUTH SIDE OF POLO GROUNDS ROAD. AN ANALYSIS OF THE OUTFALL CHANNELS FOR EACH CULVERT AND THE COLLECTING CHANNEL THAT RUNS PARALLEL TO POLO GROUNDS ROAD TO POI - 5 HAVE BEEN PERFORMED FOR THE TWO (2) YEAR STORM EVENTS. A SUMMERY OF THIS ANALYSIS CAN BE FOUND IN THE CHANNEL PROTECTION SECTION OF THE STORM WATER NARRATIVE. AT POI- 5 THE TOTAL UNCONTROLLED ONSITE CONTRIBUTING DRAINAGE AREA (6.59 AC) IS LESS THAN 1.0% OF THE TOTAL CONTRIBUTING DRAINAGE AREA (781.42 AC) TO THAT POINT, DUE TO THIS IT IS THE OPINION OF THE ENGINEER THAT NO FURTHER ANALYSIS BEYOND POI- 5 IS REQUIRED, BASED ON THE CHANNEL ANALYSIS RESULTS AND THE CULVERT ANALYSIS RESULTS IT IS THE OIPINION OF THE ENGINEER THAT ADEQUATE OUTFALL REQUIREMENTS HAVE BEEN MET FOR POI - 5, CONCU.USICIN IT IS THE OPINION OF THE ENGINEER THAT BECAUSE THE WATER QUALITY; CHANNEL PROTECTION, FLOOD PROTECTION, AND ADEQUATE OUTFALL REQUIREMENTS HAVE ALL BEEN SATISFIED, THE SITE IN THE ROUGH GRADED CONDITION WILL BE IN COMPILIANCE AND NO FURTHER ANALYSIS OR CALCULATIONS ARE REQUIRED, Virginia Runoff Reduction Method Wnrksheei Drainage Area D Summary. INCLUDE S DRAINAGE AREAS DA -1A, DA -18, DA -2A, DA -2B, DA -3, DA -5A, AND DA -56 SHoVVN ON SHEET C-902 Land Cover Sumonaary Virginia Runoff Reduction Metfaod work6heet .... ......._...;_._.,.,...r..: �::-..,......_....:;_:......_m..,e.....n,. Runoff Votlurne and CN Calculations (et Rainf{ail Event (In) 3.4a 3.62 Drainage Areas A Soils B Soils C Sons D Saifs. Toter % of Total Forest/open (acres) 0.010 Q::OIJ O,gf3 0,00 0,04 0 ManagedTurf (acres)0.OJ _T- 6.86 P 0,00 0,00 &:85 95 Impervious Cover (:acres) 0:00 0.35 0.,70 0:00 4;35 O,Qp Virginia Runoff Reduction Metfaod work6heet .... ......._...;_._.,.,...r..: �::-..,......_....:;_:......_m..,e.....n,. Runoff Votlurne and CN Calculations (et Rainf{ail Event (In) 3.4a 3.62 Drainage Areas RV & CN I 7.21 1 BMP S®tetti9ns Drainage Area C Drainage Area D P?raetice Managed l urf Crad'rtArea fmpervious, Cover4redR RMP Treatment TB Load from Upstream Untreated TP load TP RerfiOved TP RemainingDownstream RR (ft') (acres)- Aced {goes) , Volume (#t ) Practises (lbs}. to Practice (IbS1 (lb/yr) flfaJyrJ Treatment to be 0.37 0.37 0.43 O,Qp RV w Rk (ws-Irl) Q.37 0.37 0,37' 0.43 _ _ CN adjusted, 61 51 61 63; 0 Em{rkryed Total Impervious Cover Treated (acres) 0100 0.63 0.63 Total Turf Area Treated (acres) 0.00 0,00 RVwFIR (ws-in) 0,63 0.63 0;63 0.72 Total TO Load Reduction Achieved in DA. CN adjusted 61. 61 51. 63 -0 11.0 -year return period (Ib/yr) 4.30 1,66 1.66 Total TN Load. Reduction Achieved in P.A. 0,00 Ru w RR (ws-in) 1.66 1.66 1.65 1.81 0.00 CN adjusted 6,1 61 61 63 0 Virginia Runoff Reduction Metfaod work6heet .... ......._...;_._.,.,...r..: �::-..,......_....:;_:......_m..,e.....n,. Runoff Votlurne and CN Calculations (et Rainf{ail Event (In) 3.4a 3.62 Drainage Areas RV & CN Dralnage Area A Drainage Area R Drainage Area C Drainage Area D Drainage Area E CN RTY 61 61 61 63 0 RR (ft') q 4 0 11 -year return period RV wit RR (ws-;n} 0.37 0.37 0.37 0.43 O,Qp RV w Rk (ws-Irl) Q.37 0.37 0,37' 0.43 _ _ CN adjusted, 61 51 61 63; 0 �Z-year return period RY wo RR (ws-in) 0.63 0.63 4.63 0;72 0,00 RVwFIR (ws-in) 0,63 0.63 0;63 0.72 0.00 CN adjusted 61. 61 51. 63 -0 11.0 -year return period RV Wo RR (ws-in) 1,66 1,66 1.66 1.81 0.00 Ru w RR (ws-in) 1.66 1.66 1.65 1.81 0.00 CN adjusted 6,1 61 61 63 0 pff g - ` g 2 Z zUQ z�C� 3�� S Tp�1 11 u3 C1 9 �VdF4OO �® Q Uw o� W Wl-U2 `CcaL�s( 6 3�Z, a U., > =Tm =zLU� Q WW Q00Ow 0 _.,rnaminz0 o0 O R¢ r 0i a P, x g 0 O stW w 'IL � Lu <2z> -T �Or7 w�2�a,)a it I zzoowLu jl� X03 a aW0 11.1 r 1 �zmzzza o REVISIONS REV DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. Its the law, .moo APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19/17 SCALE: AS NOTED %CAD LD.: SW2 PROJECT: VIRGINIA. STORMWATER MANAGEMENT PLAN RFOIA 0"' 0A K JIL-11ILL SE10N I 1 BLO"CK 4A B 0 LOCATION OF SITE ROUTE 29 SEIMINOLE TRAIL RD AND STATE ROUTE 643 POLO; GROUNDS RD ALBEMAIRLE COUNTY, VA B O H L E R E NGINEERIN G 28 BLACKWELL PARK LANE, SUITE 20'. WARRENTON, VIRGINIA 20186 Phone: (540) 349-4540 Fax: (540) 349-0321 V'A BohlerEn .com � 9 ".V" km DANIIEL R. 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I I ", ,\ � 1� HA15lV152000`;DRAWNGS)P1iiiN SETSAWPO� DKO4 - PILANIVI52000SM.l PRINTED BY: ABAXTER 11.08.17 @ 10.06 AM LASTSAVED BY: ASAXTER 1 50 75 37.5 0 150 1 1 1 1 1 imIM%1111117_� 1`=150, 2q __ __ ;4 l g W �j �� ____ - i� * � 0 &-� �� _j 24 af �_ I it RTY p 1�� 4 14 9 m � �zu 4 'I U ,C) � - �I z L_ I - _'j I -I- T LL (D _j ill m W ei T IJI 9 = i 14 x Z _-, < :5 a- I :� � ,:, - < 0 < ;� � 5 E K_ �� - 4 � c'.) 0 01' I 0 0 + * + * * 4 9 g� i cc � � I �� El I 4; 4 4 ,o� � 13� 6 F 9 */ 5'.4 4 0 �� 3 0� __ __ ;4 l g W �j �� ____ - i� __% § - � 0 &-� �� _j 24 af �_ I � M -2 RTY p 1�� 4 10 n � u I 6 a! - 9 m � �zu 4 'I U ,C) � - �I z L_ I - _'j I -I- T LL (D _j ill m W ei T IJI 9 = 0, *0 9 - I �Illllllllll� .< pq k, 0 � 34 x Z _-, < :5 a- I :� � ,:, - < 0 < ;� � 5 E K_ �� - ;:4 � c'.) 0 01' I 0 0 + * + * * 4 9 g� -I__ cc � � I �� El 44 4; 4 4 ,o� � 13� 6 F 9 �=4 5'.4 4 0 �� 3 0� W IZ4 �" u 4 � � :5 < �t d- - b >- Ks t- I �� n zll� � 5� )_ re ll cx�z LLI . uj - �:2 5; i g p 1B I r, 44 �__ u I t F_ �� < U) - 6! -5 1� is ).� -w �< 44 z 6 xz - I b 0 I Lu - m U=, x � 0 iE r) W:4 0-35 0 (D ,-�- Q �) �� 4 I.- , - , 1: :) = _j Z) Q� Z W 0 uj ill M U) Z 0 1 1 �� ", Z�r - U) M *+�*+++* W B � 9 z"l "4 (.� 9 Irl 1-1 W , Pik, t Iz �_e tt - _� 9 v F.'s, W'p;p,, �_) 0 0 p � >_ - i� �: cz, I,_j >z i,� m I !�g 1 � (j) ;� cl-� �L 2-152yynim j -1 � g z �1�4 �LL-1 IZ9 z mo X0 L -L, A >_ 0 i . . �II P,4 - - - I 10- � �5 _zt �: � � 5 W _- W i 5� 1=1 24 I< :,L:) z MO LZU W z X �` -6 n I �D 4 rj) - § i ll� ::� �0 � W pll� � �, I 14 I � REVISIONS - COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 2 __ 09/27/17 FOR APPROVAL RTY __ __ � -I__ __ __ - 'i - I . ) KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG Its fast. Its free. Its the law. 1% A - APPROVED FOR CONSTRUCTION_ ) __l F` PROJECT No.� V152000 DRAWN BY: MEG CHECKED BY: RTY E: 04/19/17 SCALE: 111=150* CAD LIX SW2 ' PROJECT: VIRGINIA -I STORMWATER PLAN l FOR BRv'_"OKHILL SECTION I BLOCK8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA i I -I h. US L 2-1 , - - 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 N_ VA@BohierEng.com 'TH --,-,I 041� U DANIEL R. HINES 'P .0 Lic. No. 043176 4� . � � 1-5 -1-1 27/17 Ii .. - I I , �_ ' I I- IYAL I- 1 --- SHEET TITLE: PRE DRAINAGE MAP - SHEET NUMBER� C-901 77- D 513, \ N " - 4 DRAINAGE AREA V, CULVERT 09L \v", AREA: 1.05 AC. -1 1, , I I 1\1 [-. /1 1 -900 ----- - SHOWN ON SHEET C \1 1 -11 - - - ___ — - - ", - - ,, , 1 1, `,, 1, 1" \ N, \,_, \ QN: 5 V Nx "y" Poi - 5, X\"\ fit fill 31 7� c, "N j Y, t 0,9" ------------ r y- A 2. 7 T �/ - --------- I m ---------- ------- T, \VC t It DA 5D ------------ 57 AREA: 4.70 AC. CN: Y /Z "I -�xx":" K 0 POI NZ, A 5k� X", X, l�AREk 1.64 AC. "N CN: If � "I -------------- 7:-7 -4 0 DA 3 (OFFSITE) AREA: 1.20 AC UULVERI QN: 55' -- ---------- f\B ----- ----- IDA V J70 CN: 58, t11 AREA:0.15AC, 11AREA: 2.40AC. CN: 58 ;Tit CULVERI if - r 420----- IfDA 2A .68 AC. CNI 58 DA 5C AREA: 10.39 AC, IfSITE), ------ AREA: 4.41 AC. -DA 1 (OFF CN: 57 ------------- ------------ CN: 55 ------------ AR .88 AC. - ------------ CN:65 D A 4 (Vt- rOl I r_)j i oet CN:55 tI f -------- DA 1013 ---------- ITAREA: 0.15 AC --------- ---- I--------- DAIA�--' EA: 0.1. Itf(OFFSITE) 1 .5 t;j CULVERT - 10%, 0 0 1, 460 -- --------- )A 10A NREA- 0 54 ATC. 'N: 58 AREA: 1.70 ____--�AREA AC, CN:55 V. Poll- IfIAREA: 3.14 AC. Icr i I It fI Nil 46V DA, CULVERT - 11 AREA: 18.30 AC.�,�, IIDA116 ITT fit0 gk fIttil ItFSIT ifARE 5.67 A itCN:62 ----------- ------ vu 2� f----------- 7� 7 ---------- - 6 --- ------- fTTRAIL' UTE 29 HAIW152000NDRAWNGSTLAN SFTSWWO-51<04 - PLANIV152000SM.DVVG PRINTED BY:ABAXTER 11,08.17010.07AM LAST f3AVED BY� ABAXTER I 150 75 3T5 0 150 1wn ZI) (Z' (151 06 H -cc 1� Z - IL pj P" + + 44 E -t Llu 74 W� � F,- z z ;.7' M b '0 - - 2 z: x g 2 S2 F-_ 5 �_ - - - LIU 5 '< 6 6 it � U) M U) Z U > >2 3: 0z I�y >, to �ez U, 6 -- Ex eg , -, � 9 0 n OL" R �� Q 2 �03 � ?� � i, �8E 7) z m z z z a- a + + + + RELVISIONS REV DATE COMMENT BY 1 07127/17 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY KNOW WHA7S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. its the law. -0 APPROVED FOR CONSTRUCTION PROJECT No.� V1 52000 DRAVVN BY: MEG CHECKED BY: RTY DATE: 04/19/17 SCALE: 1IN-1501 CAD LID.: SW2, PROJECT: VIRGINIA STORMWATER MANAGEMENT PLAN FOR BROOKHILL SECTION I BLOCK 4A AND BLOCK8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATEROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA BOHLEk ENGINEERING 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com DANIEL R. HINES *P Lic. No. 043176 09/27/17 N All - A SHEET TITLE: POST DEVELOPMENT DRAINAGE MAP SHEET NUMBER: "02 A N I IN. 'SWALE-6 DA=0.54AC, INJNNN VI > C 0.40 -1 IN �\�,N,00 YR Q =IA3 CFS NN It I it 1, 'x, :JI, 1�,j it Nk =7 it I//' N v p" 'it N, I N, N. NNN I�i j N N 0 % If J\Jk I N I�z ----------- x ----------- IN x ---------- k "Z: --------- I- N\N it 00 'N I N Ivx, \'N", If "'Ih X I" N. X111 \\XI N �3u 'INN N, NW� X J J x x ----------------- 0p 1% IN 0 w NN 0 W� '00 7 IN IN N_ ------ J I N, NA\XV it lee r x", IN it IN N, -SWALE 4 DA 2.24 AC \-,I IN. 1 IN ------- - -- -------- N 10 YR Q 4.56 CFS r 'C 0.35 IN N—N e INV I it N, qp j,/ I I, ------------ 19, , i I ; It if IfIl"i" 11'1/1/ 1 It if IN e f it j`/ le 'W if P 5 ly, I j80,: VI t If t \N IN x Ito I It it Dal /ez ------------ I Jlc it 4, It, if NJ NI I IN) N IN N, if �0, —7 % J IN 4 It Il'iklif r I A f I III qi I I If I I if itt I NJ IN, f, t It ---------- ------- - ----------- '/e/) x4/,,4 fi:N f I / , I'/ , I , "I I J, v— I I \ \ J -, � � II I / 11 11 l'a I i ---------- 'j I Ile ----------------- 11, IN' IN 1, 1, IN T 'It it It ------- X KI I _4 - J t J 11 It I I IN it I IAI "I/e/ 44, t -J, Y ell ------------ If it, 7, - - - - - - - --------- I It 4 If R,r= f vr 'it le t -&XESS LASEWW _Z� If ----------------------- NDS 45,9 PG Y t Y 11 it f, It f I f J - -------------- IN t y/, I IN, \,IN I \Nj 1 'J'N v N if. e IN if N� IN Ile Ile lit K- , I; I J .460 t, IN v, I If l ji If it J g I '619P T41 IN 7— j V, J ij " �,' I " 4, / /;� ll� I N, ----------- N N IN Ile I, I, if if ivi, 2 DA 7�50 AG e I, It it ;I it ------- I SWALE I'l __�/ le C 0.35 ------------- 10 YR Q 17.43 CFS tit "pow NI �,t _6.. P It Nllk x IN NI, I % V�N IN I", 9,_ J S�j `N_ IN, IN % ell `Nli`il� 'Ik it IN ");,I it 'B, N $ tz UJ, -I-, N, I v\k ZTJ IN J NJ N I !NJ NJ x -)o W, IN, SWALE 3 DA = 0312 AC N N 03%) N, 10 YR Q 1.88 CFS N J, NI\ it I ell If NJ NJ it 0 vi, k's WX11 IN I, ell t1i it v, J it It " I t N I' J I, - It ell ce, .1l r I irif IN N/ I N� I INi it lei If it t IN I It %Ill if N If \%I� If IN it J NJ it It A% NJ\, it NJ ij it It T7 IN IN, 311 N, X�\ It e.1- 11 if IN 'I �r - I t I 'I I Wfll;i I " �I`�� __1 11 " I, " ) 1�, �\, , I,- % I I , \ I I \'\ , I If )It IN, /4 IN NJ < IN f IN V — — — — — — — — — — — (4) I, IN, IN, Ile I At'N oil IN 'N",\ "Al I, NJ t L N) 0 N, if JN It , K, f N It NJ it If V_Z 4", J ee�, Ni J t IN— fl Vi J N, N, :7 it g (t i� Mi SWALE - I DA 12.82 A 7 r""A el c 7�: 4- Vl� x , l,, I �_ G = 0A ''if tl - I N 1 10 YR Q 34.04 CFS f IN, N, ONN t If If 1, It I- --------- 4% I ''i fill 11ijilki V, JI)i ji V i 1p Oil" if "v, l, N It 11 il t XIII\� IN A I N \iJ t IN NX it 09 IN "It I, 0I t IVI if---------- IN, Ile e lj I e IN, IN 1�� IN I Ij le" tit If/ I P q I I I I I W71- It I tj I! It i1A V /Ij, _Nt) M, _717-177 11 -0 ft W-85 77 t if (43 f J, lif I i4f fi,( 77K -Ar 77, 7 "IN 26 It I a - NJ _T A� It it "'im < J 14. It IN 11 - -I _a�l 11 -7 7 z N rn 4zog A Iz N, I"jt=' A n 7i L — - it -7 2 _Y !!1-777777 J� R --'ZT ------------ 7__ -------------- N` -- — -------- Aa -T �7 z� H:\15W15200MQRA1vMNGS)PLAN SETSiMO- BKO4 � PLAN\Vl52=SM.DVVG PRINTED BY: ABAXTER 11.08,17@1Q07AM LAST SAVED BY: ABAXTER I 150 75 37.5 0 150 1"=150' REV DATE COMMENT 29 SE) 41NULh I Nt),' ------- NX COUNTY COMMENTS AN1111 uW C) 0 FOR APPROVAL 0� OUTE --------- �g 2 R I i J0 I N it J� W P4 IX Z �<L i:-,: < p-, I N/ Ili\ t z < H:\15W15200MQRA1vMNGS)PLAN SETSiMO- BKO4 � PLAN\Vl52=SM.DVVG PRINTED BY: ABAXTER 11.08,17@1Q07AM LAST SAVED BY: ABAXTER I 150 75 37.5 0 150 1"=150' REV1SIONS REV DATE COMMENT BY 1 07/27117 COUNTY COMMENTS AN1111 uW C) 0 FOR APPROVAL 0� W z u C) z 3� UZ Lj -0 r- �g 2 R p , 2 J� W P4 IX Z �<L i:-,: < p-, 9 x z x u >: 2m < Lu L.j _LL,1 -<j �; ul Dj 0 U U, :� 00Wz U) x D U) z 0 z 1� + + P, 0 Z 0 0 < —� u tu 5 pq z m, LZL, z z a: z REV1SIONS REV DATE COMMENT BY 1 07/27117 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY KNOWWHA7S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. Its the law. APPROVED FOR CONSTRUCTION PROJECT No.: VI 5207"' DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19/17 SCALE: 1 11= 150, liIl_CAD I.D.: SW 2/ PROJECT: VIRGINIA STORMWATER MANAGEMENT PLAN — FOR BROOKHILL SECTION I BLOCK4AAND BLOCK8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STA7E ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA -4 BOHLER- ENGINEERING 28 BLACKWE _L PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com ,TH ' '�`n 014� DANIIEL R. HINES *P Lia. No. 043176 109/ '7/17 Lill NAL�vt F, SHEET TITLE: SW, ALE DRAINAGE AREA MAP SHEET NUMBER: c \k-ji — 0 Culvert Report = 3 4,35aloulatlan FNAY, Jul 21 :i017. Polo Grounds toad Culvert - ilr 10 yr ' Culver Repot 5,12 anin (cfs) 7 00 Culvert Report = 7,90 QMaxfs) CirrWfar. 6xarass ?z�S' rt f t�u$a��k�:A Ra��Fu7ed ��Y�$PC��k, $17 N k . ' . ,Y =338.31.: ��BY, ?fl7 -�� t � 51 1 . _ . . . : .kV��.� �# , k. �$iYrr�� ^yd E!.� d �Cpms EXk37SE f�i.Au a��i.�Ia��e qa, 301'F) by AUtpcesk, Inc, 348, ; Vr;idresry, dui 72 20,17 Ppia Grounds Road Culvert 1 ` 0 yr` Highlighted '"" .66 $ 2; 0.037 .69 CI 6. Polo Grounds Road Calvert - 2 r = 72,0 01total cfs Polo Grounds Road Culvert - 3 (10 yr) NO, Barrels = X0,00 Invert EIV Da (fl) = 3:1 cti rt#n = Oi�24 Irye I d On' � . Calulat�ra = C" cuter Corrugate ate eta4 Pipe Invertl :y Lr(ft) = 360,47 Calculations ke �all .Pipe Length (fit) = 42A4 OrTIl (cfs) 26,07 e Lerth., � = 41& 5 m, , (cfs) = 9.32,. Pipe Length (t,� , ,�, arr]n (fs) 4,6c slope %` = 6:;6 ' C1xla (fs) 26.07 Slope °/P;) 7,25 Orn . (cfs) = . Slope (1/0) = 1 Z68 Qrnax(cfs) 4,69. Ir'�v�rt Etev i.lp tt 277 !water IIB. � 1 ) ff� �2 �) avert EI '� �t : e ? ) 7� # allw er E `�' t �t to ) 1 � }. Invert. Eley � la rt �.. tip ) 305,22 Tallvrkrater Etev, ft lac l f Rte(in) 4.1 Nc.. Balrrels 1 Rise (in)` 18,1 nTfal e = �4I Ris,e ra 16,0 QQ 4 S� e CIrc�ir Highlighted < - I c ar Cert� etc Vital Pipe Shape Clrc�lar � =qhted, C1rcular Corrugate, Metal pipe ape Circular HighlIighted . = Headwall Span (in) 24.0 Dtotat (f$) 26,07 Span (in') , 18.0 (cfs) 9.32 Span (1n) 16«6 Qtotaj (ifs.) 4.69 No. Barrels - ! prpe (cfs 26,07 No. Barrels = 1 Qprpe (cfs) -9,32 No. Barrels_ 1 [p�}#rpe (cfs ) T .69 > aloe .024 CvertCls 0<(0 n , overtocs 0.7 3w1D: 643 overtc(cfs) O.COh- Culvers T e CI�Iar Cor�t Metal Pipe Valoe rj ft�s} 8�� Culvert Type,: Ci I ro rrtt M taI�r eV loDas 6.67 a�rtTcirculare Cor Corrugate Metal Pipe V. lca '' y..r1 Ws:, µ 4,22, Culvert Entrance Headwall Veloc gip (it`s) 8.66 Culvert Entrance = Headwall ` el c. p (�s) 625 uiv rt = Headw'a.l..l eloc Up (ftfs) 511 0 !Mcy�` . T V .. 2, iS? k Q.,09, 0 �,Cyex ,s3 :.. . ., ...:..,. H{� lr{fA) . $60-99 off.' P"xei , ... .:, ,S:d. s. 0-037% Sk0,,5'i ......... . GSa(fi.#}, . 36,9,1 ...itr 4nCe Lr 9, Y i .4t6r.B S. d 9} 0_6q, ie .... ' .: . HGL On J"On }" 3 -; $01,53 HGL Up (ft) 363,81 HGL Up (ft) = 373,04 HGL Up (ft) 3, 610 Embankment Hw Elev (ft) = 3,65,94 Embankment Hw, Sev (ft) = 37 .89° Embankment Hw El v (ft) 31!i6,56: Tata Elevation (ft) 3,70.0 ? H: ID (ft) 1.,96: Top Elevation (ft) = 376"00 Hw/ (ft) = 1,36 Top Elevate: eft). 368.00 HwtD (ft) 1.07 , TipWlth (1) 7.14 Flow Regie Inilet Cortr # Tp 3th {) = 22.1. Flow' ReI n =Irlet ctt;rof Tcp Width () � Flow Rr,Wre. l0let Control' Crest Width (f) 20,0£ Crest, Width (A); 20,00 CrestWidtl (ft) - 20.017 Culvert Report e' € Eads in . F c� t �1� 7. q., ,a i � � b ut sk �s :lul 2 ±k �' � gyp. A #� . G r . r s ` ~�. � i�� to v. f EX & C?0" AtP#(?d H iaw�x ra ka I Ydrs , P t � 11 r' Y Polo Grounds Road CUIVert; - 4 r . Invert Eley Dn.(ft) = 3 4,35aloulatlan FNAY, Jul 21 :i017. Polo Grounds toad Culvert - ilr 10 yr ' Isle Length (1t) 5,12 anin (cfs) 7 00 Slope = 7,90 QMaxfs) CirrWfar. lav U ft =338.31.: Tail�vater Eley (f# ; - D } cf /4r (q t Ride (in) = 12.0 haverEtaV :Up (ft) 348, ; Shape = Circular Highlighted '"" .66 $ 2; 0.037 .69 CI 6. Span in = 72,0 01total cfs 716.336°; NO, Barrels = X0,00 Qpipe (cfs)° =>46115.34 iI�°'�at�I = Oi�24 t�i1�'rtC� ifs. p( ' ,0t 41, .� Culvert T = C" cuter Corrugate ate eta4 Pipe VeIocDI1tf16-64 0,024 Culvert Entrance ke �all �l��1,6;:98J (fths) �. l# ip C rcutar CO,Corr.a ate Metal l� e .. I p' Cff . I,II n �.ry , a0.17k ..,i � �GL Dng} yy 3401,41 velcc Up (tjs) 12.17 HL Lip (ft) =34',81, Embankment = 15"0 Hw Elev (ft) =: 35.2.48 To Elevation (ft) 1= 3507 00 r HNID (ft) = 236 Te Width i(ft) = 20J5 Floe Regime =; Inlielt Control Crest Width (t) = 20.601 Top Width (f 277 NOTE: CULVERT - 4 TO BE REPLACE WITH 96" BOX CULVERT PROPOSED WITH ROAD IMPROVEMENT PLAN CURRENTLY UNDER REVIEW H.1851V1S200i71DRA`MNGSWLAN Skt S1VAr R- BK04-PLAN1V152000SV'r2,DVdG PRINTED BY: ABAX7ER 19 08,17 ('ta *07 AM LAST SAVED BY: ABAX7ER ha ri ass xF, ss , it S%r re33i sA Akat€ CA01 iv 6 sC00, hy'Auiadp sk, drku = 355.4 FNAY, Jul 21 :i017. Polo Grounds toad Culvert - ilr 10 yr ' lope (D/e)� 7715 ve e la rt Et v lit (ft) 34&631Calculations, Rise (i) 18,0 Shape CirrWfar. Ornflrr(cfs) - 69.7 Slope (7) 0,46 V0100 UIQ (ftls) = 59,:74 haverEtaV :Up (ft) 348, ; Tail� ter Eley (ft) �(c D. f, ' . Rise (ln) '"" .66 $ 2; 0.037 .69 CI 6. Hw1D (ft) tig91 Shape Circular ki'g flighted = X0,00 Span 'iri p ) 30>0 0iotal (cfs) = 59�74 No. Barrer 2:401 is) . �. 5974pe : 04lv 0,024 Qo'v rtop( fs} 6066;; I T Culvert Type-, .� l# ip C rcutar CO,Corr.a ate Metal l� e .. I p' �t lcac DO � 4 Culver Ept'rance Headwall' velcc Up (tjs) 12.17 T '1 , r t Wit lei ��) _ � � I:3)1; Rise (in)'- = 15"0 W O LULUJ O - !- F- t- F HGL Up (ft) - 353.611 8mbalnkme t. Hw, Elev (ftp 8.5 6, v c T`op Ela at of°r (ft), 358A00: HMO (ft) 2.93 Top Width (f 277 Fp' Regime I l e t C oa t II o Crest Width (1t) 20.00 Span (in); � 15.0 ''Culvert epos' H,Wi;,)f1mv Expreis CAenonads ALS P . DQ1A 3 v ut dk. I t , Fdday, Jul 21 M7 Invert Etev On (ft) = 355.4 .Pipe Length (ft) ~ 36.20 lope (D/e)� 7715 Invert Eley 1t � 358:17' :.. Rise (i) 18,0 Shape CirrWfar. Span (in) 18.0 No, Barrels 'I V0100 UIQ (ftls) 02 I C�1 vett Type. r i Circular Corrugate I�l+ata�f Pipe ulrt Entrance H eawall Cc�eff. K M c lc: '"" .66 $ 2; 0.037 .69 CI 6. 3:640:0 !i �.�1�lil�tiEt t min (cfs) = 6152. Qma (cfs)' = 6;62, Taitater tev () °. , = (dc+D)/,2 441 i COUNTY COMMENTS C�toti (cfs) � pipe ( s). Q.52 Qove,rtop (cfs) = 0,110 -' Velrac Da tl �f) -.1 x,6 V0100 UIQ (ftls) Temporarybriveway Culvert - 2 (10 yr HGL On () - 366,72. HGL Up (ft) 359.06 HerEle.v (ft) = 359,64 Hw1D (ft) tig91 Flow Regime. = Inlet Control Culvert Report DATE COMMENT Culvert'Report U� 07/27117 COUNTY COMMENTS I'r y Ci, e BrrD4°i±. m.'x rC LSS �#.£ t5tsT 111 ��KR��.��-�� .1i ��7 $YUCS�I1 , ' 2 1 £'d�Y,��&k�. �17 $�r�/3N+ r�b� �X1�?�.R t. for � .� �d .k Inc- a�R RTY T 3�Y, Seer 142D17 Temporary Driveway Culver -1 0 yr' z s Temporarybriveway Culvert - 2 (10 yr Q LL O - M In J r Inv art Ele�r Dn (�() .1,. ,Calculations; �3.:hula ,. '; v ft ` () 409.40 , ,, Ca ti' n o., e f',Ipe. Leri ter (ffi = X0,00 r1 in (cts) = I.22'; I�rpe L n9tfr (ft): - _ 62,9 aria ( 's) 2:401 'T ape (f ), = 1:011 QMAX (ifs}; ' 1, Stope:; l( ): 6. *(5 Max (cfs) - 2.4 l ' t.E1��` afar 4.1p (fit) r ,, �� r' `i'' 'I�vva EI r f ( ,ter � �� a- = c t''a. � �� I . vert. � ear t�l ftp la (, ,; �113At7 ' 0 T '1 , r t Wit lei ��) _ � � I:3)1; Rise (in)'- = 15"0 W O LULUJ O - !- F- t- F Rise (in) �H w:wgOOw Shape circular Hrghlighte�l Shape Circular H,i hlightod. w Q Span (in) 15.0 total (Cfs) 1,2 Span (in); � 15.0 961a1(6N) = 2;40 Neo; Barrels 1 4pipe (ifs) 1,22 Nc.. Balrrels 1 Dpie WS, = 2.49 nTfal e = �4I c�ert� (cls) 0<0 QQ 4 Qovetrp(cfs) - 0,00 ' 'Culvert T _� < - I c ar Cert� etc Vital Pipe eIO Cr ) 13 Ivrt Tpe Cue C1rcular Corrugate, Metal pipe elc r(ftls3 2.44; Calvert �nraace = Headwall el�cU ggft�s 321 C�ite4tE traroeHeadwall,= " , V,6I0c.lt fy/S)3.96 C,:.1 . K. . . . s. r . . .7778.g a 0,0379, p �6 p 0.00,78, 2 n� .ry k # . • ? Y a . 03'79,. .: 0,69,,. ,.R, .7�L. HGL ,«.,. 410. HGL Up (ft) = 374,09 HOIL Up (ft) - 413.62 Embankment Hw Elev (f() 374,2$ Embat kl e t Hw Eley, (ft) 41185 Ta.'a E.l.av att rr (ft . 3w1D: 643 Top EteuatrOr(ft) 4 17 � MD (fp 0.68, ttt) e ime iletCrtt oro To lrtl;(ft} p 16 9t FlowRTPWt rElo lrtet 3artrat CresWidth(ft); 1.5,69' Crest Width (ft): 15.96'' REVISIONS DATE COMMENT BY U� 07/27117 COUNTY COMMENTS RTY 2 z FOR APPROVAL RTY EW- DO U 0 t)Z � C7 W O z s � W y E~ Q LL O - M In J r �[ SRw w, w Qdo d W O WWW�2�0 fl W > O W O LULUJ O - !- F- t- F �H w:wgOOw w Q Y� Q 0 r+ �I YFl W 1W M4U d O d F crs 4 - � O f- z'a n W d Z Z n Y W�za ¢wO>Q�� " 14 H F 44 J cn''UJS S' - �x ®r � tq awOLUwW� 5zmzzz0. � o z r REVISIONS DATE COMMENT BY rREV 1 07/27117 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. Its the law. APPROVED FOR CONSTRUCTION PROJECT No.: _... V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 04119117 SCALE: 1 "=150' CAD I.D.: SW2 PROJECT: VIRGINIA IN IA STORMYVATER MANAGEMENT PLAN FOR BROOKHILL SECTION I BLOCK 4A AND BLOCK 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA BOH LER ENGINEERING 28 SLACKWELL PARK LANE, SUITE 201 WARRENTON,, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (.540) 349-0321 U'Aa@BohlerEng,Gom TH {jF v DANIEL R. HINES *' ..p Lic. No. 043176 09/27/17 At, NAS. SHEET TITLE: CULVERT COMPUTATIONS SHEET NUMBER: C-904 3�� = Fiydrafta* Express Inc, Nlo(idiy, JW 24 2017 Culvert•.,- I Outfal . I Channel Cross Section (2YR. Pre) Trapezoidal = 6,00 Pepth 'Highlighted Side Slopes (z:l) Bottom Width(ft) = 6,00 Depth 09 OM Side Slopes (?A), = 4,00, 4. 00 0 (cfs) (ft's) 3.54 Total Depth (�t) = 1.00 Area (sqft) 1,59 I nvert F-lev (ft) = 354:00 Velocity (ft/s°) = 3, Slope (I/Io) = 5M Wetted Perim (ft) = 7,90 N -Value 0M5 Crit Depth,, Yc (ft) = 027 7.06 = 5,96 Top Width (11) = 7.84 calcMations Pornpute by: Known Q EGL(ft) = 039 Gornpue by, Known 0 Calculations Known Q'(cfs) = 5.08 QpFiriputeby-,, Known Q Elev (ft) Section Depth (ft) 354 50 354-00 353-50 E 1,00 0 o"00 2 4 6 8 10 12 14 16 Reach (ft) Hy0;,3Aq,ei IF'(Pmss E)OPt"Sion for A vtodes�A?! 300-Iby &g(qdq-sk, I Tw.,, a y,�)W �4 2fl I? Culvert;- I Outfall Channel Cross Section (2YR- Post) 007=7 I Bottom Width ((t) = 6,00 Pepth 0.2 Side Slopes (z:l) = 4-00,4,,00 Q � , �,o6b, (61's) Total Depth (ft) = 1,90 Area (sq(t) 1,0 Invert, 51ev (ft) = 354M) Velocity (ft's) 3.54 Slop e (b.) 5M Wetted Perim (ft = 8.31 N -Value = 0,035 Cyst Depth, Ye (ft) Pr 0.33 InvertbeyI' (ft) 354,00 Top Width (ft) 8,24 'Calculations EGL, (ft) 6,47 Compute by. Known Q OM Known Q. (cfs) 7.06 = 5,96 tiyarflr,ow opre-,4 Extorlsior, AWOCAIMCriff 30a, by Autodesk, I'M REV Monday, J,,il 24 2017 Culvert - 20utfall Channel Cross Section (2,YR -Pre) = 5,00 Trdpezioidal Highlighted S opes (ZA) Bottom Width (ft) = 5M Depth (ft) 0.12 Side Slopes (z;`!)� = 4,1010, .4. 0 1) (06). 2,03 1 0 Total Depth (ft) 1,00 Area {s It) = 354,0( ) InvertbeyI' (ft) 354,00 i Ve oc ty (RI,s = 'mq 12M Wetted Perini 00 44 5,99 N -Value =0,035: Crit Depth�, Yc (ft) OM 0.18 Top Width (ft) = 5,96 Calculations EOL (ft) 0,27 Pornpute by: Known Q -EQL (ft) 0.29 Known Q (cfs) = ZO Known Q Calculations Elev (ft) 35,16,90 –T Depth (ft) 2.00 Roach (ft) IVfood4yJud 24 2017 Culvert - 2 OutfAll Channel Cross Section (2YR - Post) Trapezoidal REV Highlighted POI 5 Channel Cross Section A-A,(YR - Pro) 8= Width (ft) = 5,00 Depth (ft) ;,010 S opes (ZA) = 4,00: 4.030 0 (cfs) 2.320 total Depth 00 - 1,00 Area '5qft) 0,72' Invert Elov (ft) = 354,0( ) Velocity (fvs) 3.23 Slope :Z`12,00 Wetted Perim (ft) 6 07 N-Vafue 0;035, Crit Depith, Yc (ft) 0.18 Wetted Perim (ft) = 9.54 Top Widlih (ft) 6,04 Calculations = 0,53 -EQL (ft) 0.29 Compote by-, Known Q Calculations Known 0 (cfs) =.2.32 QpFiriputeby-,, Known Q fiyqraII0W Express Fxter,*ion TOT AtftdeAutcrOADO GO 300,bY A0)d(*K Ioe. it or J4f'24 2fM Culvert - 3 Outfall,Channel Cross,Section (2YR - Pre) Trapezoidal REV Highlighted, POI 5 Channel Cross Section A-A,(YR - Pro) ,Bottom 00th (ft) 3,50 qepth (ft) ;,010 fide $lopes (z:1) = 4,00,4�00 Q (cfs) = 01970 Total Depth (ft) = I Area (sqft) e � = 0.39 Invert Ele.v' (ft) = Ve , IQ , cit y (fils), = 2,49 Slope (%,), = 9,20 P. r161 (ft) 02 N -Value = 0.035 Crit Depth; Yc (ft), 0A3 Wetted Perim (ft) = 9.54 Top Width (ft), = 4,30, Calculation,$ = 0,53 EGL (ft) 0,20 Qompute, by: Krilown 0 Calculations Known (cfs) = 0,97 QpFiriputeby-,, Known Q Reach (ft) IiydraflqW Exr�rail� Fxtpm 0on for Aulqdoskt� P�4KADV Qi"(1 3OW by Aa,,>deskloz;,, Morkd,4yljul 2,� 2017 Culvert - 3, Outfall Channel Cross Section (2YR - Post) Trapezoidal REV Highlighted POI 5 Channel Cross Section A-A,(YR - Pro) Bottom Width (ft) = 3,5Q Depth (ft) = 011 Side Slopes(zj') = 4M, 4,OQ 0 (cfs) = 1,170 Total Depth (ft) = I.0 Area (sqft), = 0,43 invert F. 350,00 Velocity, (ftis) = 2,70 Area (scift) 9.20 Wetted Perim, (ft) '(ft), # 4.41 N -Value 0,035 crit Depth. Yc 0.15 Wetted Perim (ft) = 9.54 dth (ft) Top Width 438 Calculations = 0,53 EGL. t) = 0.22, Compvte by, Known Q Calculations Known Q (cfp) = 1.7'? QpFiriputeby-,, Known Q Hydraflv,v Expros,., Exten�ion for Autode5MkAt4tPfAD*, CiW 3f:X�-by'A=,Jesk,. IM, REV MocdAxy, M 24:�017 POI 5 Channel Cross Section A-A,(YR - Pro) Bottom Width (ft) - 3.0q Trapezoidal < 0 z Haghllghted 050 80ttoM, Width (4) = 8.60 Depth (ft) = 0.69 Sjde,�Slopes (z;l) = 01501 0150 0 (CfEr) = IT35 T 6t a I D6 pj h '('it) = 6,00 Area (scift) = 5.76 Invert Elev (it)342'A8 = 5,80 Velocity (ft/S), = 3:01 Slope (%) 1 1,00 Wetted Perim (ft) = 9.54 N4Vdlu = 0M5 crit Depth, Yc (ft) = 0,53 EGL. (ft) 63 Too Width , (ft) = 8,69 Calculations (ft) = 1,9.80 QpFiriputeby-,, Known Q Fy Known, Q (cfs) 1735 Reach (ft) HYc1tafIqv'V EVMO E;qsnsiao for A4)ftSRV Auto(AM Qvill 3DV byLkodesk. lm�- Frniay-� Jul 112017 POI - 6 Channel Cross Section A -A,(2 YR) TrapezoidalHighlighted REV DATE COMMENT Bottom Width (ft) - 3.0q Depth (ft) < 0 z side 8i6pes,,(j,.i 050 Ij < z OL 1j. -- 19,80 Total Depth 6100 Area (sqft) 4;53 Invert Elev (ft) = 342,48 Velocity (ft[s), =x}.37 Slope,(%) 1.50 Wetted Perim (ft) = 5,80 N -Value 0.035 Crit Depth, Ya (ft) 1.05 Trap. Width (ft) 4,25 Caloulatiorm EGL. (ft) 63 (ornpofe by: Known 0 k: 8 Known. Q.(cfs) = 1,9.80 U Z a! :) M zw wow :0, 0 go Reach (ft) HA15kV1520001QRAWNG5TLAN SETSIWPO- BK04 - PLANW152000SM.WK. PRINTED BY'ABAXTER 11.48.17010;07AM LAST SAVED BY; ABAXTER RE VISIONS REV DATE COMMENT BY 1 U) < 0 z gffi 2 Ij < z OL 1j. -- FOR APPROVAL P4 f - 0 1z In w< wryWF < � -< 0 < <I- U) 0 ma 4 cr) a Zo < . :5 9; :5 .0 .0 , >: z < W Uj Uj M > !� 63 j- � < u) 3: Z Z > > UZI: k: 8 T km 20 1W (D f- 0 0� U Z a! :) M zw wow :0, 0 go Fy U) cr z C) tz or aQ Z 0 0 12: od at7u cc UZI z 2 irizw W(D Z I- z 0 0 LU 0 Pq Z)0- ZMOMM ZZZQ.5: �g - R z RE VISIONS REV DATE COMMENT BY 1 07/27117 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free, Its the law. APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19/17 SCALE: 111=150, CAD 1. D.: S12/ PROJECT: VIRGINIA STORMWATER MANAGEMENT PLAN FOR BRO"KTAILL SE C T I ()N I BIL"CK 4A AND BLOCK 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA --ft-4 BOHLER E N GI N E E RI N G 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com DANIIEL R. HINES 'P Lic.. No. 043176 O (09/27/17 14 � 71 10NAi- re SHEET TITLE: —41 CHIANNE' ANJill SWALE C I fk--Y" M 11PUTAT1(-`))NS SHEET NUMBER',: C-905 Channel Report rzycirailow kxpros; ext. } seen tar AFf tade„sA Au&�C Y A ,cMoridn, J61 2,&2011, Pot -:5 Channel Gess Section A A (2 YR - Pre) Trapezoidal REV Highlighted. Brookhill WPO Swale 2 Section A -A (10 `R). Bottom Width ft = 80.4 Depth (it)' = 0,65 Side dopes (z:1) = 0,50, 0,50 (cls) - 17.55. Total Depth(ft)= 6174 area (sgft) = 6,76 Inv rtElev ft` 342.48 Velocity`(ftfs' - 3.01 Slope (%): - 1:00 Wetted Perim (ft) = 0. : 4. N_Va1ue, . � `13:435,. e .brit Depth, Y c { ft ) = 0:53' Wetted Perim {ft) 3.90 'iota Width (ft) = 8,59. Calculations, 1,16 FOL (fit) = 0,83 compute by. Known Calculations Known Q (cls) = 17.35 Compute by Known Q: Elegy( (ft) 349,00 348.00 7 346.00 3:Qf1 344.00 343,00 342,00 341.010 0 Depth'(ft) 0,52. 5:52 4:52 3.52 2:52 1.52 0 52 -0,48 -1.48 9 e' 2 4 8' s 10 v 14 16 Reach (ft) Channel Report `' Vdr+i+low I<xpr,sS' Si1+=t15'ir7 f;Fr F1vWdetkV AAOCAte GM13017,by Apluz:esk' lt1C',.' REV T€W€ iy;..-..L'p'9'20'7'. Brookhill WPO Swale 2 Section A -A (10 `R). Bottom Width fft 6;Q3 Triangular 01 Highlighted _ QM, ),50 Side Slopes (z;1)' = 3,00, 3.00 Depth (ft) � 4,00 Total Depth (ft) = 2.00 Q (cls) _ 17.43 i eloc ty (ft/s) � 2 :(32 Area (soft) = 0 8nen Invert Elev (ft) = 496,20 Velocity (ttls) = 7.33 Slope {°l4). = 10.00 Wetted Perim {ft) 3.90 N -Value = "0;035 Int Depth, Yc ()- 1,16 ECRL (ft) = t.87 Trap Width (ft) = 5'.34 Calculations EGL (ft) = 1.73 Compute by Known Q: Section A -A Section B -EB Knower Q (cfs), = 17,43' Section A -A Section A -A Reach (ft) HA151V152000;DRAWINGSY LAN SE ,5WVP0- SK04 - PLANW152000SVW,DWG PRINTED BY: ABAXFER 11.98,17 CQ 4Q:07 &M LAST SAVED BY: ABAKTER HYia«u EVr�s Ext nsivrfor A z�3e 4�uAGA�Cvm3 3Mby �uiuiak_ s.c A d` .,z#d& 2017 ? Pot « IChannel Criss Section S- (2 YR - Pre) Trapezoidal,' REV Highlighted Brookhtll WPO Swale 4. Section A -A 10 YR,,) Bottom Width fft 6;Q3 Depth (ft) 01 Side Slopes (z,1) _ QM, ),50 Q (cfs ) c Total Depth (ft � 4,00 Area oft) = 4:78 I !elver( Elev (ft ) � 342;40 i eloc ty (ft/s) � 2 :(32 Slope (%) = 0 8nen Wetted . , Pe ' f (t) = 7.68 N -Value = .0,035 Crit Depth, Yr, (ft) 0,54 Top Width (ft) 3.90 Tufa Width (ft) _ 6,75 Calculations' Compute by: Known 4 ECRL (ft) = t.87 Compute by; Known 0 Known Q (cf�) = 13:49. Outfall Channel ReaIch (ft) H,460o,4 F.x m%s Fxten%m i t AcA %kl-� Ae(- t ADID VMI( # ) tq Aulfte ik; lmToe o Se A9 2017 Brookhttl WPO Swale 3 Section A -A 10 YR) Triangular REV Highlighted Brookhtll WPO Swale 4. Section A -A 10 YR,,) Side Slopes z:1): = 3,00, ,0() Depth (ft) 9.49. `total Depth () = 1.,00 Q (cfs) p 1.880' Total Ceaf� {f) 61;00 Area (soft) 0.72 Invert Elev (fin) = 368,00 Velocity (ills) _ 4.37" Slope (70 = 2:85 Wetted Perlin (ft) zz 3:10 N -Value = 0.035 Crit Depth, Yc (ft) =' 0.48 Top Width (ft) 3.90 Top,Width(ft) 2,94 Calculations Compute by: Known 4 EGL (ft) 0,6 . Comput bi" Known Q; Known Q; (clTs) = 1.63 Outfall Channel Reach , (ft) H„4#Qw E�x r :axtansan toe Rak9ees, �u}a,Ad. iv E 3 � tu,ra�0. t caY a zC r4 � 7 Pot Cross do A - A,(2 YR 3 Channel Cr Tl Trapezoidal REV Highlighted Brookhtll WPO Swale 4. Section A -A 10 YR,,) Blottom Wldt(ft) .Ot Depth ,�f,fi ). 1,25 1c3e .lopes (41) _ Oa50, 0,50 (ds) 813 Total Ceaf� {f) 61;00 Area (s ft ) : 40 Invert E1e t ft" " 3$2,43' Velcacit, . ftls _ 4.37" Slr1 pe ar'a; '1„50 Wetted'Perlm ft = 5,80 - falue 0.035 Crit Depth, Yr (ft) L06 Top Width (ft) 3.90 Top Width (ft) = 4.25, Calci lations Compute by: Known 4 EGI,. 00 = 1,55. Corr pate by: Known Q ('mown 0 (cfs) = 1.9.80 Outfall Channel Vit; 1 2 3 4; 5 6 7 3' 9 10 11 Reach(ft) E -; F4' f �0. Ex c -. Af Cil .n tz r'.. 'hk' ,ci pi�a3 � #lh9 T r ai�.esk�3 Q�...; 3 ,�.. Y ss �1.. e ..., n�: REV � .. , U.. sd, 9...ep :, �'� 7 Brookhtll WPO Swale 4. Section A -A 10 YR,,) Bottom Width (ft) _ 6.00 Triangular Highlighted' Side °;1 ' S e Slca es fz. Side alope5 (i:1); = 1.00, 3,0 Depth (ft}- = 0.65 Tout Depth ((t) = I;00 Q (cls)' _ 4,560 _ 6.26 Area (soft) = 1,27 Invert Eiev (ft) = 3�1C -00 Velocity (ftls) = 3,60 Slope (ole) = 3:60 WettelJ Perim (ft) 4,11 N Value = .0.035 Crit Depth, Yc (ft) = 0.68. "':' 0.9' Top Width (ft) 3.90 Calculations;; EOL (ft) = 0,85 Compute by: Known 4 Ell (fi) 0,96. Known Q (cf)'' = 4,56 Known Q Reach (ft) } ki k1a a .. �. e ist for utr � " 4" ' .v 3 � s. ext i F}n is A �1 #t� #aS� taC.Ata� i, sE . ,� Ya° Auti�94k ii1s. � � 'a 3 � �, p 9s �+ � , f9ncir;Y, Js I � 2t. Pot - I Cbannel Cross Section 8`�S ( 2 YR - Past) Trapezoidal REV Highlighted COMMENT Bottom Width (ft) _ 6.00 Depth (ft) =" 0,82, Side °;1 ' S e Slca es fz. .5I3 0,50 'cls - 1,430 Total Depth fal -.05 � Area s ft _ 6.26 Invert EIeV (it) = 31 .48 Velacity (fts) - 3.00 n 1Q�7e (fp) ^' 0.8 etted Pe rim (ft) .»: T83 N1A ..J'�lU�'i'.: f5 �q S.P.EJ': Crit Depth, Ffi (ft).: "':' 0.9' Swale -1 Swale -2 Toffs Width (it) 6,82 Calculations Ell (fi) 0,96. Compute, by: Known Q Known Q (cfs) 15.76 Outfall Channel Reach (ft) i� d4tiqW'i , ' ep 19 Z097 BrookhIll WPO Swale 5 Section A -A (10 YR) Triangular REV Highlighted. COMMENT Slide, SI,o s "1 = 10,1 3,4 Depth #t = 0. 8' Total Depth (it) =,1,0(1 Q (cfs) - 1,430 RTY Area (soft) = 0.69 Invert Elev (€1) = 3%00, Velocity,( PIS) = 2.01 lc1 e % = 1,90 Wetted Perim ft = 3.04. N -Value' = 0.035 Crit Depth, Yc (ft). =' 0.43 Swale -1 Swale -2 Trap Width'(ft) = 2.88 Calculations' E01- (1`0 = 0.55 Comput by: Known Q Known Q (cfs)' = 1.413 Outfall Channel Reach (#t) c 9w' r a k aAtaftaw �x . zas, i oxt� �st�.i for �,uicd�sk�z Ak�czCF,Car� �}�it 3i1� risf�r=k i ,c-. � G Aut. F - Tu 7 Y �p.u0p't9.2Q1. Brookhlll WPO Swale 1 Section A -A (10 YR). Triangular REV Highlighted COMMENT Side Slopes (z:1)' 3.0(3, 3100 Depth ft 1 5 Totlat Depth (ft) 2,00 Q {efs)34,04 FOR APPROVAL RTY Area s ft, 7.39. !avert, Elev (ft) 436.20 Velocity (fVa)' = 4,60 Slope (ala} = 1.80 Wetted Perim (ft) = 9.93 N -Value a ue - 0.035 Crit Depth, Yd (f1:) = 'I2 Swale -1 Swale -2 Top Width (ft} = 9.42: calculations: EGL (ft) r 1:90 Compute by,. Known Q Known C2. (cfs) = 3=1,04 Outfall Channel Reach (ft) Wl U Q O w c°5 U2 Z C C� -r --, O � di �F �di QZ< < W�aar--j 9�1 W� JQ TJ T qq UO) <0 U W p w Z w Z wWwaly� o� � �r�Z Z > ZZs! ��p20Ur � C? f - Q Z LU0wa0o1 0i;2 .a U) Mca Z ace Z�i♦moi►* M �C2 z WP,a O�nQ #0- a U1> Q U-1 QQz#jT 1z -r Lud Z LU W ¢w0©ow PA 5ZcaZZZ(L a ai U) RE -VISIONS REV DATE COMMENT BY 1 07/27/17 CU VE .'l'fCHANNEL, CALCULLA171ON RTY 2 09/27/17 FOR APPROVAL RTY Analysis Point Culvert -1 Culvert -2 Culvert -3 Culvert -4 Culvert -10 Culvert -11 Culvert -1 Culvert - 2 Culvert - 3 Channel -5 Channel - 5 Swale -1 Swale -2 Swale - 3 Swale - 4 Swale - 5 Outfall Channel Clutfall Channel Outfall Channel Section A -A Section B -EB Section A -A Section A -A Section A -A Section A -A Section A -A 1 o tr'buira rains Ar C Toth n l D A � .5 0 4 37 2 20 6 9 .00 2 - 12,25 2 5 2 0 4 37 2 0- -- -„-. _316 26.20 2: 82 ?T7.5 � D $ 1' .�4 _ � T 0.5 Area ge g Onsite Contributing Drainage Ar(AC) 2.05 0.55 1.00 2.69 - - 2.05 0.85 1.00 3.90 2.90 - - - - - .. _T - . _._ r o�iv CFS9 .Pre.. Ye I2 5, 03 7 _ 221.17 _ _ .O3 , 0.9 .5 2� 23.0 2 3 3.94 o -- -- ------ - ---- - - - -- ----------------- Plast 2 Year Flow (CFS) --- 7,06 - ------ 2.32 --�-- 2.17 - -- --- - 221.27 -------- 1.83 -- --- 19.96 -- - - 7.06 -- - - --- 2.32 -= --- - 1.1.7 19.82 15.76 r 1 S Flow,(CFS Q Y a F o'uu CF e 26 t? 7 9. 32 ___ - _ _ _._ 4' 6 ___- --- 7 06 36 ' _- _ 6 52 ___ __7 ____ 59.4 7. _ __ T _ _ 711 TIF - - -- T 4.0 - - 2 7.43 1 8 - 5 ; 4 6. 2.43 2'Year Velocity (FPS) - - - _ _ 3.19 3.09 2.49 3,01. 2,82 F Y r el It PS Post 2 ea V` c�C A - _ ,' 3,54 3.,23 2:70 3;1.6 - - 3, 0 T 0 -- - 4,32 - -- - 6.88 ': - - 4 2 6 3,4 Wl U Q O w c°5 U2 Z C C� -r --, O � di �F �di QZ< < W�aar--j 9�1 W� JQ TJ T qq UO) <0 U W p w Z w Z wWwaly� o� � �r�Z Z > ZZs! ��p20Ur � C? f - Q Z LU0wa0o1 0i;2 .a U) Mca Z ace Z�i♦moi►* M �C2 z WP,a O�nQ #0- a U1> Q U-1 QQz#jT 1z -r Lud Z LU W ¢w0©ow PA 5ZcaZZZ(L a ai U) RE -VISIONS REV DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY KNOW VWHATS BELOW ALWAYS GALL 811 BEFORE YOU DIG It's fast. its free. Its the law. APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19117 SCALE: 111=150* CAD LD.: SW2 PROJECT: VIRGINIA. STORMWATER MANAGEMENT PLAT FOR ROOK IL r SECTION I JLa CK 4A ANT""' .l' BLOCK 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE; ROUTE 643 POLO GROUNDS RD ALBEMARILE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@Bo)hlerEng.com BohlerEng.com ;LLT DANIEL R. HINES =' •p Lie. No. 043176 � 4 091/27/17 NA SHEET TITLE: { HAN EL AND SWALE COMPUTATIONS SHEET NUMBER NA �J i Hydrafiow Express Extension for Au1,odissR4 Aul:QQA Civil 3M byAut9desk. Inc. 'Wfiedrwiday, Sep 27 2017 Pone! - 4 WPO Emerg ` cy Spillway Trapezoidal: 538401.£0 Highlighter Impervious Area to RMP in sf Bottum Width (ft)�' 34.00 Depth 0.75 Sloe Slopes (z:1) � 3.00, 3.00 (Cfs) = 106.33: Total (depth (ft) 1.00 Area (sqf) = 271 Invert l E4ov i.4)^" 370.00 Velocity(# Us) .":. e91 Slope N - `1.00 Wetted Peirim (ft) 38.74 N -Value Ox030 l��epjt$t� , Yc (t) - 0,66 0.5 1.1 ^'rit STM A5 Calculation 60 L (ft) Or99 Compute key. Known Depth.. 1.1 Class I Known Depth (ft) 0.76 NOTES: 1. TREATMENT VOLUME COMPUTATIONS ONLY INCLUDE ONSITE: DRAINAGE AREAS, 2. CONTRACTOR TO PLANT AQUATIC BENCH WITH ARROWHEAD - SAGGITARIA LATFOLiA AT 12" ON CENTER 3. THE EMERGENCY SPILLWAY CHANNEL REPORT IS FOR THE ASSUMED MAXIMUM FLOW IN THE ULTIMATE CONDITION. THE SPILLWAY WILL NOT BE USED IN THE ROUGH GRADED CONDITION, Drainage Area in ac. Impervious Area in ac. Pond 4 (WPO Condition) Treatment Volume Comp 12.36 0 Drainage Area in sf (A) 538401.£0 Rv Impervious Area to RMP in sf 0.00 0.95 Pervious Area to BMP in sf 538401.60 0.25 Rv (composite runoff coefficent) 9,25 STM Al Level 1 Wet Pond Design Tv = ((1,0*Rv*A)J12)- volume reduced by upstream BMP Rv 0.25 A 538401,60 Upstream Reduction 0 Tv (Required) 11216,70 cu ft Tv (Provided) 27311.00 cu ft HA151V15200019RAWINGSWLAN SET5AMO- BK04 - PLAWV152904SWY.DVVG PRINTED BY: ABAXTER 11.98.17 Q 19:07 AM LAST SAVED BY: ABAXTER RIPRAP INLET - CHANNEL PROTECTION 18" CLAY LiNER >..,._, J. .- ^' f!r tf I r rr f,�'.. ya' r � ^ �.. / aa•'F ,/i'r _ ''� y \y h _.-- d ! tIf r ,r s, ✓/J '� f ! IN' > \ \\ 1 I r f r r x . ✓ e..- -- - _._.._,- _. \ >r a -AkyO / �Y s VV .s / _ ,i l �' ✓ � _-,�A..a,.... 358 s-'"` _ -_ \\ d/ ✓ i / 100 YR WSE = Jiu.68 - J .. V-46 yi 10 YR WSE / �h4 - - 2 YR WSE - 368.?_8 - J .r• _ __ j L t �'""�-�...,�----�-"�-"-� 1YRWSE=387.41 ✓f '�.�',, f'j .=-""'�`"'_�,`�*, .,,`,, M)Olt�,-'"'� LWSE: 366.6 'P�'OOF= - a r` p! w > AdW el � /, ^J o` rr e /*,r'.-- '^_-o �""-•-,_ r^� r""� � f ".�, ,,^ _�_� i, i , .� '4 \ g >. ,r ,,i /rr" ^� _ ..�_, ---_--==^--�-_ „-; s•- „/'`��/'.�-- �` _./ '`r, f l ,y�` p AY ( tel` ` 1111� G$.0UTEDR1P a - PROP. POND BMP/WETPOND f / 3 76 " TOP OF DAM= 372.00 SPLLWAY=370.50- BOTTOM OF POND =3 62.00 4 �7p22 �' _ N ✓°` � /�' , Got D 1 .. ...!� "/~ ' -$, _.`,trrrsy .c;'C�'. ; :�. ski �,�•5>. IN ` L f j r t ^N� P i p �•,, ,%~ ° ° 1 f ' ! ' .I_ _{- ` 9P "' ! e ''k�`t `'�1` { �" �'�\G� �\`a *' "�-�0 ,,,,,-•''^-.'�' ...�.c .�.,_._4 _1_.i --� \{_ t ,.�..�_�_ _ � .L i\_.Y.r-_ ,C. t�uf ...-_--. '" ""' " _-"-�`ai,-E"_! � -" !! t -U;_t~ir�L"�"ry.1'�x.�',.^`X.- ,a+1 �Ehw��C,,��t,k_,"Y��f��4,`,'�£'`t.`.�.g�ti�i"'''At4!7 �, ' . _�_� ��- __.__ .., !F_t - .�_-,'-�'- - „ rt1r.�.✓ `J'_ ._Y.-- .y-^-�.."'_�.. -"--�'.�I -Ca��Q''��.G.H-^�`j`1P"Oa'(�'G."i2 `,��` S`.!Nt"t� {�[y-�%"� � -.r -'/£!Y'^%+'-�'�✓"",.--,^„._�,.f..,.."s�'"' -.^,^,/^.' ,� ."...+%",a"'^"`�`,`� ,�x��` ``, �'.'a_% Sg710;1,R_11 ,r,_ � , "'l`''sy�l`C�, si•f^Ii.,~;J�� r�'``sif}�,�.�' r"-`%`t.;<�r,KC„$�?�',b'`,",-7.fii�"a,*;�> '- =�b�'tg.tu,"�4,� `��,tij.tA"i''irs r;.�i4a� Srr1 "Ey-l�P ' Al 3 "11 li t & '�paYL�?s40 34.401SPILLWIAY 0 ELEV =370 50 {' i n3- r � , '� t Y ! r r r t � �,,....- ..---" •/`` ^ �-,:- 378 `-�.+-�5� Cf�� r z'' ...; +, � i �y \\ � 9Y f P /f !r f AP t° f !r _ - ._.. _fir -� `.__� '",,.�,,,,,� : ,�'--•'.`__""...__ - �,...".^ ��' A�i"��."��} t.��-'n-,t�- i i E t � `i Gr' ` % ! f t ? d ! P f d ! --l.s s^^""�^^ •__a, _...._...- - ,._ .., ._.._ .-,. �.. ... \ .�- h / t t t \ f fr ( fr d/ /° !r r _... _.,, -. --^--- ,. ��.• ' ~��`� .• '* it i\ , t1. \ '\ ` It ` if 4 5 1 f fj it 1Frr , IIp !r rfIN t , i 1 }i 1{ P r ! f , . \ t ,'t t � `t ✓ ! f ! r r - 392 ` �+, , \ ` i rr��AA S9A y\ \\ l i 1 i4 }t S y � li ..,_..._" -•-•_. .... _., .. /! f /'r fr f r f j lr ! ar 1 i ih\ •� \ty 5't \l ! # 1 ( f ! f Jr / l !r f ff fr \ ♦ \ '1 ° t' i \\ 4 i x iii 1 / r J s J r JJ pt I I ! 5Yr i 1ti ». ,- o J' / t , i f J j l•rt' k t � _^ r d , �aQla E l It I .__. � t!! IP rF fr � e° If� rF �. q rr ~^402 ` 4, ,i °4 t 't 41tF `-„ 4�V `,•� ii td { \5 i i 4 7. ✓f lF F fY f If r 1 I! IF 1 1 'k- I 7 j' ffr P � / rr` qy� I!F Ir If _ REBAY BOTTOM ELEV.=363.00 �et Y ELEV.= 370.00 POND 4 PROFILE NOT TO SCALE 100 YR WSE=370.' 10 YR WSE=369.3^ 2 YR WSE=368.28 ;•ss STABILIZED OVERFLOW SPILLWAY (RIPRAP) ELEV.=368.60 TOP OF DAM =372.00 INV. OUT= 363.23 7EIA0' - 60" RCP e, 1 CONCRETE CRADLE Outfall Q (Cfs) Do, Pipe Diameter (in) TaiNvater Condition La, Apron Length (ft) Apron Width d50 (ft) Rip -Rap Depth (ft) Rip -Rap Class Upstream (ft) Downstream (ft) STM Al 4.45 60 Max 30 15 17 0.5 1.1 Class I STM A3 1.62 42 Min 10 11 14 0.5 1.1 Class Al STM A5 2.48 60 Max 30 15 17 0.5 1.1 Class I ES -1 ENDWALL -INV, OUT=362.00 30' CL -1 RIP -RAP (OUTFALL PROTECTION) OR 10 YR WSE = 369.34 9 VR IAMP = 1AP W B" ORIFICE ELEV. 368.25 - 6" DEWATERING ORIFICE ELEV. 367.80 TO BE PLATED AFTER - FINAL SITE STABILIZATION 8" PERiv1ANENTIBMPPCOL = 386.60 PROP. 3.0" DIA ORIFICE------- 114 RIFICE------ `IN ' TO BE PLATED IN THE ULTIMATE CONDITIONS mow+ b 1 y i l 1 1 t PROP. POND 4RISER DETAIL NOT TO SCALE 140 YR WSEL=370.58 -PR20P. TRASH RACK SEE DETAIL SHEET C-911 PROP. TOP = 369.74 PROP. TRASH RACK SEE--/ 8DEETAIL SHEET C-911 8" PROFP, WEIR= 4,0' WIDE INV=369,00 PROP. TRASH RACK SEES_ DETI•AIL SHEET C-911 PERMANEENTIBMP POOL (WPO CONDITI _,..-----PFROP. INV = 363.23------- '!POND 63.23- -- r T Cil z Q �j i\ ti Lt} rt rdj /!I1 dd / y+i L O f +M Q 111 _j = O LL fn of If F�1 W :D� � o ,.lrf / � C) Q FF_ 0 O r!Y! U # # +► ! # $ If If `a w p Q ® <C aCLS"" 2Q 3 } z W p o w FLU M Pr r! rjx / d�CfQ)S Wzz7� O W WT SO] 2T 1 i !r irf j . W O W cJ(O O W + t i z t r r ! ._.! to m rn (n z U 1 t as o P, O F0 d �� W 4q z�}.x �> � � Y Y � i1 � !rtf r 'I HZzOOWW r /i j it �1 �uJOS i -�Q oz 1 ft p n�caz21 Jz � Pq p zZ [0 z Z Z tl o; Irl If r fI f ? r( j f ! r i w G�Pl CLASS IRIP-RAP ! SEE SHEET C907 1 1 } I FOR DIMENSIONS 1 { ( t " I 1 tr d tt 1 1 t t j ! p d r { ! d ! f d d k ➢ f P F + 7 ! ! i \ r� CLASS I -A f` I if GROUTED RIPRAP f tI II i t t + f } t 1 p } f + ! !p If d !+ J ! 3 ! F t r i' d r ! !I f ! 17 7 !t 1 ! i I f 7 / t I ! 6 i P f A ! 1 t r 1 1 t f t r r i t p f r� i 1t tf i rf i i t t t t / Jf / ! P p + t r 7 d d i ` { r! f t ! Ip i d, i ' \ ! P f ! i f r 1 t t \ ! 8 r I I lii j F i ! // ` ° ` ' ' APPROVED FOR ,if ] PIF 7f t CONSTRUCTION \\ + F ? r I I I r 1 ut r! t I I f f J ' t � er I' /r � Jr � PROJECT Na.. V152000 DRAWN BY: MEG 4 i j CHECKED BY: RTY DATE: 04/19/17 SCALE'.: 11.=30' l fd Pt fd dr j r f rf r t if 1f CAD i.D.: SW2 i f f / I frr `p /f'r f't !fJ f PROJECT: VIRGINIA IA It � r t! p i Ir ! SMANAGEMENT ,{�}lL O{��y 3 0 S- 11 Er^��R(e-a y'Y Jd dt frI if d Idd tii ri i6 A � AGEMEN iL i +/ !X r PLAN r ! 1 t I FOR `\ •. d! f t t ld d t ` />/ P Ifr fJ 7r Ir II Y OOKHI L lFfd dI`` F°' l SECTION I / f f / 1 fr JIP /f � rfiir � •�j�/'��y j'�i��'(i�' /}ry\�\ '''jjj�� j��{'1}j�j rrf Y/ rFtr r 'rf r! BLO `L/ 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA REVISIONS REV DATE COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY 7- 0 CONDITION WHILE USED AS SEDIMENT BASIN PLATED WHILE USED AS SEDIMENT BASIN 6" DEWATERING ORIFICE ELEV. 367.80 TO BE PLATED AFTER FINAL SITE STABILIZATION PLATED WHILE USED AS SEDIMENT BASIN PROP.78.40' - 60" RCP @ 1.56% 30 15 1.1= 30' BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUiTE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BlohlerEng.com r2M V DANIIEL R. HINES 7 .p Lic. No. 043176 O 09/27/17'' SHEET TITLE: DESIGN WPO CONDITION SHEET NUMBER: C -90i liyrlraflaw Express Exte tor, for AuWdeskV Auto' %•ADV Civil 3M ray Alttodetk, lnc„ Tmsday, Jul 25 2017 P and _ 10 WPO Emergency I a Trapexotdl REV Highlighted. COMMENT gip # Bottom = 50.00 Det ft COUNTY COMMENTS Stile Slops (z:1) = 3'00,'100 O WS) 4,486,. Total Depth (fl) = 1.00 Area (s ft) q = 2100 Invert Elev (ft) » 374,00 Velocity (ftp) = 2.24. Slope (%) . 0 'tatted Perim (ft) 50.25 N -Value = 0.030 Crit Depth, Yc () _ 0.07 TV = [(1,0*Rv*A)/12)- volume reduced by upstream BMP 1.1 Top Width (ft) 0-24. Calculations 60 EGL (ft) 0:12 Compute by, Known n Depth TV (Provided) 28971..00 cu ft Known Depth (ft) 0,04 Depth (ft) 2,00 3f °f .+.til'.. Jt ,,00 I w% O'. Q 573:51 011 6 10, 1 20 25,,r 35 4o 45 510 657 60 65 70 Roh (ft) 1, TREATMENT VOLUME COMPUTATIONS ONLY INCLUDE ONSITE DRAINAGE AREAS. 2. CONTRACTOR TO PLANT AQUATIC BENCH WITH ARROWHEAD - SAGGITARiA L.ATFOLiA AT 12" ON CENTER Pond 10 (WPO Condition) REV Treatment Volume Comp COMMENT Drainage Area in ac. 5.54. 1 Impervious Area in ac. 0 COUNTY COMMENTS Drainage Area in sf (A) 241322.40 09127117 Rv Impervious Area to BMP in sf 0.00 Max 0.95 Pervious Area to BMP in sf 241322.40 0.5 0125 Rv (composite runoff coefficent) 0.25 1.62 42 Min 10 Level 1 Wet Pond Design 14 TV = [(1,0*Rv*A)/12)- volume reduced by upstream BMP 1.1 Rv 0.25 STM A5 A 241322"40 60 Upstream Reduction 0 30 Tv (Rewired) 5027"55 cu ft TV (Provided) 28971..00 cu ft N:1151V1520401DRAW1NGSTLAN SE'TS1WPO-$K94-PI.ANW152040SW2.DWG PRINTED BY: ABAXTER 11.08.I7,_510.07AM LASTSAVEDBY:ABAX7ER ,, ,� w --p----- s t f i F - _ - __. _--- °y 4 `'^"'-. �. "•q \ 1 1 r I \ - r ! ' C V `� d 1 I t i 1 I \* y '.y h 3 \e \l t 1 ! tt I 1 A _. T+ _ _. ^_. '" --__.__"'. `\ \! ,I ' � 6 t + 1 \\ \\ v, *t 11 !# +1 ' I ! r _. _..__. _... _....___..__.,.. _-_ a t ♦ \ 1 5,! '''_-. �\ �'♦ �`\ \ � ', '', �\ \I Ai '! ; , � ,\� _ F � N CSS 1 a 3 f IN `?� \\'\ \ \ tiv \\ \ , '� \, t t\\, i \ �\� VA - "1 \ k \ \ l > \ ' ` '\ +, >. .\e r'"'-�---..,... �.,_ .,. '" ' r t i 1. t f g ^ \ ha,\ ''a \ \ \. \ .^\\ �\ '`, \"\ _`.- _ rr r t ..k `` \ Cit {� sr 1 jlr Is t 1t e l ' ,� \h ♦\ v' \\ \"\ a" e\ \I \\\ IN \,\ ''• aaek\ v\ e\\ \"t ", `.�, \ \�\ \! \\. `\\ "\ \\ .'y '� \\ \ \, .\\\ �\ \' h \R .'' \ ., /�. ' R Lt-f"�JS I`A GROUTED RIP -RAP ,` 'I •. �, i� ' , ,' , a \ '. \ \ t \ � a\ �\ a\ ti '\ f l 3 r 1 IN E ,,q \ k k \ I \ \ -.\ ^,\\ a F e ti t } ,:\ \ '11 l ININ IN l\! \\ t\`\\!,ve,"t \ \\" k ' \\ \ l \\ \ \' '1, \ ~\h •h '6 i 1 St_ . 1 '.-. '%v ...t_. . 4\ w I 1 \ i50,00' SPILLWAY - A \ \S. '\. 1 \ ' \ \\ ``., '\ \ 1 n, 1 '1,. s.J ri �'',4't i.} .'�• '%! ll y } e4 \ ,r- \ t `, ELEV = 374.00 , i 4 ,l w \ `4 4 ti '\ \\ t � �\ \ t `'\ p^`^', sti>r�-~s.r�'`; '-�f. ' �.r5,.,.-'. -�' �b;,�, �`C,...�C` � 4 f/`3 r�C,F q�1 1 5 1 \ S e ,''j 4 l ( t,.f; \ \ a .i '\ `\. � , _ ,�,,.��.T) . x;, �� -h �, t a Ems` fi,✓ \ s � '\ 2 'N.k 1 \ 'i h'•, � \ �?�� ' �"�E'.'� a�- ��s a� " Pr r ' t '`k a~', \ i ♦ \ \ , � ,, �'e '�•\ � \\ ♦ )'.*%, fr _; 1?1,-3%. '\ , ti✓: Ftl. : i�--..,,1,1 r;. \ sY ,r'1t 1 1 •, 1 t) `n t ' 4\ 1 F '\ k �\ \ \ \ `\ i .,E 9-<,, ;'t's'a :+.'n-.: 5} -?•i > \ it Y 1 ,\ t ' r \ ''\ \' \ ,� \ •i Y`. \ `\ \ `\ `\-.'-,.r \, •,\ '''. ``,. 11 V �. ,fy ..�, 4^!-A`..rl5�, i � `i+. '', "\ \,, '' \ \\a \ \ \\ v 'a '4,t \\ h'*i'"vyrr'� �tT:} a ..�' ..2 t \ 14 i ',, t + \ ' t esti t .\ a ,\ \ \ 1 \ \ \ \'• v\ r \ e\ \ `\ , i\ "\ \ ♦ \ \ `\ \'ai'ry,,�eF,t ..... ki+�"" 1n_r `'� t'ERT' \ t t C 4 r \ \\ *k h \h S 1 RIP RAP ''. ?* A\'" `v e \\ `-\ \ \1. ', \ \ \ '\ ->\ ` n�,„ r;r� �'',t,��,„'h 3 c�cs_0. SEE HEFT C908 FOR `\ \ \ '\'. , \ , \\ `\ �\ tity-ri~'`F``..h,� n,� t.e:�;�-;1, .�,� �'�,�'.;�t'..' I�SIQNS \ ''\\ \ \ ' \\ \ �� )lfrky < Com. \aim.-..,, �" \ l p i Y 4 '• 1 \ \ \ \ 1 \ h r5 IS, 1� p�J �' \ ��•i jj \ �4 4 t\ '4R * \ `� sl. ♦h \ 1 \ > \ ! \\ v z 5 \\ \ L \ \ \ \ 44 t ISS. 5' T A.,sc+ T" . i♦ d 4 ' \ i i IN ,, q \ °+ �\ \\k ''h '\ `�!\ a }h4 4 S l '`! a IA \ tt S�!\ t \ 1 t i \ \ 4 1 1 )\ i '\ '\ .\ \ f \ Y 1 ', 1 \ ``` 1 f 1 \! •y 'y 1 \ \ \ � \ > 100 YR WSE T 374.05` 't\ \ 1t"j\ y : C(7 t tt t FA}k t !Y i , 1 't `rC S t� t ' 1 \ ! 1 L' S ]{ �' \"• \"- r ` \ 1 ~ ; h . h \, 10 YR 1dVSE = 372.63 \`\p \\\ 2 ))YR INN)]SE =)/372..113 1 I , } \\ f I 6 t } r '; /j ij � �D �t � t{ r r `'a �, t `� ` \ 4 i i i t i 1 YR WSE = 371.58 1 j a5 qyj r` i1 \! \ jl IN 4 f r la \ 1 A C ' A e t 4 I ;�/ ' j }y r t 1 I i \ F 11 ) 1A � ,' t it CI 'gi 9 NORMAL POOL INSE '! I 4 t i ' A , 1 \ \ y i 4 1 3 ?„} 7 t ' ,• ! 1 j W 1 i t ',!R 4 i 49 t j it :) ', , 1 #C C a +�. *1 i i � �r j�' M p % rr f � t � i C t t i \\\ \ 't ` '\`r' •.,,. 's "t = 1 C 1 1 t � Cr ,' I ' •\1 fYl � ``'4- 1 7 A 2 E r, r � ..,�1.14f ;r' {p f� ik` e� r: \ t j lt} ` t t i "\ e\, � e 6 ! } I } d F 1 y a 1 ry A} t t )^,�1f IN ` i `s 1 r f i f" 1 e i `� j� i1 PROP, PQND1i3 BNiPI�NETPOND �t Jr 1�-i TOP OF DAM = 376.00 t s \ 1 1, c� 1 W r SPILLWAY =374.00 \ \ BOTTOM OF POND = 366.00 11 r,. j , f ` p IN t, } h,E .} a q, }, '' Ib� F rf r d+ rf d , ! f ! i" � r , rr r ,! r P , � ) a \ ♦ rA r..._�.>^•' "\! j\} \ , \ \1 A- � ryl r ttd r ! } i! g 1 7 p f rr rr ; { ) I '1 ,t i+ `,. ,+. i a - ♦r 1 } - `-- </ ,� ft e d f � t !tj rr Jd ('e / r1 ✓ l � A!/ E f'' "a Y •. ,f ,r. � .. \}•, `\ 7 \\ rrr , i F` ` rt rti i✓P llj r rl is r' r/ t t! pt °s !+ f ` 'C . -.>, .t S '� i i r r`` n �,.._;'Iii `.` �,`s\ a `'A '1 \ N % /,JCA"\..,-.` , 1 \ \, i t �i \ \ FORE BAY NORMAL POOL WS = 375.00 r u'j� r, r \ \ , if '^`a.�° .,--T''� / s `` \ �'t � \ k �"w � ___._ �\`�\\` 1 r` { ! rz` 1 f �/ ` �C : 2 r, / f 4 i f' I/ Fa �i� ~r_ A M1 �\ '\ S rrr t r' frreJe, ++r ! ire W � W a UW) Z p �jU Q Il 0�1 L 12 U ° ZF-J�r:-. L 44WE-i J Q...]�'c � 4 U Q �� 4F-cnCl � c U LU W LH o 0w Z M WSW 00. '125; o,LL a W' Jim 2 iQ' QVQa2U, >Wo OW LU zzwDC7 Tj0E-�W w C 4 WL+ Ro ° Q C IHH C7©W0� ¢�Z'Q oW�°Z?i>.t Y)n Ww§aLr�OrWwOW sre 0.z0W WzT d' z � �Z¢1ZZZ(1 oW tt Cf� In REVISIONS REV DATE: COMMENT BY 1 07/27/17 COUNTY COMMENTS RTY 2 09127117 FOR APPROVAL RTY 60 Max 30 15 17 0.5 1,1 Class I STM A3 1.62 42 Min 10 11 14 0.5 1.1 Class Al STM A5 2.48 60 Max 30 15 17 0.5 1.1 Class I KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. 'a.f j�f r / ` (l p i�r,F j %�,, rrr r• r` rf J% r Jr l' rJ' rp Jr ° Is { t r i --'r""'" a P,"�,� $,/r''� - ._ _ \ ' '�\��" AF1 �U V ELJ FOR / _ \\\k\R h \\ rJ<'`rr.✓ f{ ,,.r'� rrF re Frr Pr rr rrr r r /'' rF ✓t, rrJ r t td 1 at It M'A �, _ -'__ ___'__-_.___' if CONSTRUCTION 1 "}1� -- �,� � t\ I PROJECT , '� No.: V152000 DRAWN BY: MEG s'r ✓ l r J r F r r /\ l r - __ / t 1 \ �, ; `~ `- - _ e` DATE:CHECBY: RTY f A ' 04119/17 / ' \ SCALE: 1"=30' I t! "A..», .. _. FOREBAY BOTTOM = 371.40 - a ' _W •_ r • •k •\ k " \ t \ \ \'e" `\\'t\ \' IPOW FOUM19 y CAD I.D.: $V� k \ i t "\ >, t rr. irrr rr / % rrr rFF rj'' ; f f 1, 1 }y ,!,t �} R, - .._ M1 s ✓.-"`".- f,` IN IN �F'IN I \t' \ ` IN 4 '1 1' Y 1 t \\\ /' r fr /f % t tt r J , '} Y 1 'AY \\ ft rt ry) _ ..,.«..,..- f "1 \1 ' `i h ` s \ \ \ IN \ "1 \ \ r \, �I .tom rP r i / 1 ,rrJ rF, r Jr 1 1 1 ` ,4 •i r -'.t / i 1 t 1 z v�I \ I l_ AwC t , v1 ' Y 4 s \ A 1 e ,•' `'� F �r '"�', _ 0.Q % } �, 1 1 `\ I { S 1 A *\ ', P f,,,,+' ��1h ,. f ♦ ..v,_ � �1_ - / 6 1 C < 1 ! lY ' aC 1\ v ® �� CLASS I -A N. >�Y `'\ t \ GROUTEDP jr JAf It r , h :� r ; / / f Fr \i /` rr '3a� r rt ! j 0. , ! 1 I r 1 -(� 39 ii ti f r F/ r''• j 1 / t 7}9 `'IN r rrf r F 1 1 I .- ..„.--''` �,.-' s �@�• r rrr. rr / rr \, \a r 30 15 7.5 0 30 PAO-) 1 1 "= 30' POND 10 PROFILE NOT TO SCALE TOP OF FOREBAY ELEV.=376.00 TOP OF DAM =376.00 BMPfPERM POOL WSE=371.00 INV. OUT=367.00 \, RIPRAP INLET - - 61.98' - 42"' RCP 4.134°l0 CHANNEL PROTECTION 18" CLAY LINER < ' (SEE GEOTECH REPORT) FOREBAY BOTTOM STABILIZED OVERFLOW a. ELEV.=371.00 SPILLWAY (RIPRAP) CONCRETE CRADLE ¢ ELEV.=375.00 RIP -RAP OUTFALL COMPUTATIONS Outfall Q (cfs) Do, Pipe Diameter (in) Tailwater Condition La, Apron Length (ft) Apron Width d50 (ft) Rip -Rap Depth (ft) Rip -Rap Class Upstream (ft) Downstream (ft) STM Al 4.45 60 Max 30 15 17 0.5 1,1 Class I STM A3 1.62 42 Min 10 11 14 0.5 1.1 Class Al STM A5 2.48 60 Max 30 15 17 0.5 1.1 Class I - EW -2 ENDWALL - INV. OUT=364.00 10 YR WSE= 2 YR WSE 10' CL -A1 RIP -RAP 1 YRASE (OUTFALL PROTECTION) _ttKM8_NtN 1 LbM1 tQUL = PROP. 1.5" DIA ORIFICE INV=371.00 TO BE PLATED IN THE ULTIMATE CONDITIONS PROP. TRASH RACK. SEE - DETAIL SHEET C-911 r PROP, PWsgD 10 RISER DETAIL NOT TO SCALE -FPROP. TRASH RACK SEE [DETAIL SHEET C-911 IPROP. TOP = 373.50 [PROP" TRASH RACKSEE 6' b �`�IISETATCSFIEFi��TT�-�� PROP. WEiR= 2.0' WIDE INV=372.25 8 8" 6" DEVVIATERING ORIFICE ELISA. 371.00 TO BE PLATED AFTER FINAL SITE STABILIZATION - PROP. INV = 367.00 - PROP. TRASH RACK SEE DETAIL SHEET C-911 t �t Q itr 4 e CV x F, 10' 1CNDTIO -PLATED WHILE USED AS SEDIMENT BASIN PLATED WHILE USED AS SEDIMENT BASIN 6" DEWATERING ORIFICE ELEV. 371.00 TO BE PLATED AFTER FINAL SITE. STABILIZATION -PROP, 67.38'- 42" RCP @ 1.48% PROJECT: �'yTTT�(ryryV/{VI RGI y��\Irrst{=.�i. ER MANAGEMENT PLAN FOR BROOKHILL I TION 1 BLOCK 4A A ND BLOCK 8A LOCATION OF SITE ROUTE 29 SE MINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA B+OHLER EN GINEERING 28 BLACKWELIL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng,com R DANIEL R. NINES 'P .p LIC. No. 043176 09127117 �sS� IAt- P, , SHEET TITLE: POND 10 DESIGN WPO CONDITION SHEET NUMBER: C -908 - - 0 \ <r1(� [r`�r ?e `♦ � ' '�'�y`'tt -s _ ... � ', , � ,1 " -`'+. " ._.a. ---z'" � wi! _ 2 '\ \ _fr ti '�� '\ i� ....__ a s a a� -`\r✓> _-^.""syA`�s,,_� sh --_ _ _____.____ 4_ Qom„ L ♦♦' }' iG Yd lh,. 1h .�% ' !, J - _.___..___..._.-_,._.. i { 4 ♦> w. �� w A a r f _ __----------------------------------- ------------ - a 0 s� w.,� / �h�, '�`r ,ts . 4\ }--•-^---,. � _._ _-_"_-_-_-__-____---__ __"____ - - > w LASS I RIP-RAP SEE RIP -RAP OUTFALL -g _____'A ` ON •. -• '`,,, hh'�_ >` � \ CALCULATIONS -� SHEET C-909 \ '; 'S o _---_____-�__- - ` ,,.,� \ `.\ A.,a♦ *.� / h `.a .\ t5 \ i \ Pf� !,e'- -^ .>...._-._...._.,.._._.e.__..,-- .._. .............._.r.---._ _.-.»_ _._ - --- _.---._..__. -------------- If � --------------- X '// rrr rrr'w '". \♦^ w '\ l\ l I 1� +, i 1 If 7 f I / Af Arrrr fAt - ... _,._.._..--_ _...----------------------------------------- _. .., _.._ ._... ,_ZT .-. 1 IM 3$$.00 ¢r ! r`A _ __ - n _ >'h .1 h♦ t wh 1 '.:'�'�"'.-.,. ,� ,Y y \\ \ \. •"+ Y'X 1 it 1 tF j!' °/J ,.''`AJ J/ F _ _..,--_ ...., -.._ _.---,_.__ _ IEr� _.mmy l v' Rx. `..♦\\\ \\ .a+ \}}} 7 {I ,I I I i i q \q tP ii lttP tt 'r i tlt rJ{ fr'J' p"J /JIVAJ / ---------------------------- Channel _- -_ ^_.__-"_ i hannel Report t. } F 8 i t � d � r i ff J 7 \ 1v / v /" "wa, ♦\ Tuq , q! 25`207; TW412$0 Jt N dr Ixprass F nsnr (or Aue A AQ(,o CtdFH 3 A t k. Inc. t o I \ BW 391.90 -� h:'' Pond - 11 WP Et"t' er nII� Spillway i j A 4 t 9 1 i f + ,t o - � \ \` cza a ° ✓'FA ' t i i 3 1 m y ~'.. .\ \ n-: \ .r/ A r/..�-•-_ q`ti. .f + s t t !!:+ �„,� t 1 } t { i ! Y ♦ L'q \ '\ \ ✓ J ff /.r i f pP®r^ t'� ♦�.\ \ Tr�pezoldal Highlighted ,7 � ElI� tlt�vii 5 ep(g) { .{iBottom Width ($t)31 [✓,.. Side slopes (4:1), 3'Q0s .d lg tl i 8 ! f /t�'-., j1�s,ri !\ `+1,= // j` rfA ✓ \ E.N t 1 i O'y s� t i ll\ A6AJ ✓`f/ f/f /J/ % ♦\ Total Depth (ft) 1.00 Area (sft) `. t �~f •� \\ } `C';:'�l "\ 11 1 I,f / X invert E¢ev (ft) 3740elcolty (ft/s) 25,83 / , I -A G�UTE RIPRAP 29,50 Wetted Perim (ft)X6,32 eft OCeNRi0.030 Crt Depth, tp tdd r1rI � Ppr i tJ r r Calculations:. Known Depth � ). Trap Width (ft) 56, 00 EGL (ft) .3 8, NOTE: 1. TREATMENT VOLUME COMPUTATIONS ONLY INCLUDE ONSITE DRAINAGE AREAS. 2. POND 11 EMERGENCY SPILLWAY IS NOT USED IN THE WPO CONDITION, THE CALCULATION ON THIS SHEET SHOWS THE MAXIMUM CAPACITY WITH FUTURE DEVELOPMENT CONSIDERED, THE SPILLWAY IS PROPOSED WITH THIS PLAN TO AVOiD IMPACTING THIS ENVIRONMENTALLY SENSITIVE AREA TWICE.. 3. CONTRACTOR TO PLANT AQUATIC BENCH WITH ARROWHEAD - SAGGITARIA LATFOLIA AT 12" ON CENTER Pond 11 (WPO Conditon) Treatment Volume Comp Drainage Area in ac, 22.74 Impervious Area in ac. 0 Drainage Area in sf (A) 990554.40 Rv Impervious Area to BMP in sf 0.00 0.95 Pervious Area to BMP in sf 990554.40 0,2.E Rv (composite runoff cOefficent) 0,25 RTY Level 1 Wet Pond Design TV = [(1.0*Rv*A)/12]- volume reduced by upstream BMP Rv 0.2.5 A 990554,40 Upstream/ Reduction 0 Tv (Required) 20636.55 cu Tt TV (Provided) 49674.00 cu ft HAI5\VI 520001DRA\MNGSL LAN SE 51WPO- BKO4 - PLANIV152000SM. DV VG PRINTED BY: ABAXTER 11.0.17 @ 10:07 AM LAST SAVED BY: ABAXER RIPRAP INLET_ CHANNEL PROTECTION 18" CLAY LINER If ♦, \>\♦ > hh*, w _ }'.' t�'Tv's"gL , }>. ryr'._LC1 ♦ `�t V \F y r r t t r p! '..� � ♦, - „� �, �.... �-� k�.'*±. �'C._.....�.., .. `•♦ ♦♦ a - d,x \ '♦ \ �-_._... wa.'e.7 i >\ �'L\ \ >�♦ "''v\ s: _ _._. _ F',l �,�..F�.'}.u� ii -Af _ ♦"'". ♦\ \\ M1\f C 1f 7 dr Xt ! t! #' ! t 5000 EMERGENCYAtN '\ '> \ ` ♦\ `` ,'\ \ ti > ♦ Sa r` : C{br `'�. ....,_--_-_ ------ e.SPILLWAY ELEV 403 00 7 t 0 t r l I F f i 400Ni: hwh '♦w h \♦ hh'' h\m h> `�,. __. _. T (�/. 41x SA.r,�r"E`. .A.�J a .J'a,.,, rtdv',�,i1,tz�sv _ ». _ _ ^. _ _ _ - ..,_-. - ... _ \ ♦♦ \ - `h \ I , �, i ! r as�a� i _ 'w'`� ti'\ t j\ 1\ 1 r fr t $, h "♦ h _ _ _- r}1,7''. x..y`f -4'., f t f _ _ _ _ ... _..._ .- --- ''a - ♦A h\ 1 A 1 t t ) _ J r t 4$ i [ I 408. �� ti 405 �` a fiE t c100 hl♦ + >,>� a`w ♦wa hhh w�,w _a f i i -`,y ?,`..'tA�}..`td RPA L!G%Ft-Lil tr 1r ff t,Jr r7 `w ~\ `` ��• . _ - - - - _ _ - _ _ - - - - -h-`4 405 _ ` _ ` w,. >♦ �� ' TW = 84'Y = - � �.. _ `.1'' � ' � -_., _ _ _ _ - .�.�-_ ;,�-�.-� . i _-�->- -• �'.- = - - >�- "� � h t s'( '� ' i i � I { ! i it i Ir rf ,,' a ` ? ' ` _- _-_-> ate_ - _ _ ♦ 402 ,w 410.00 a . _ _,_ - •-- -�a ! s i i i r t ,. �> • ♦ `"'` I , �x�" ``^^.� p`''�-� ,._. -- 400 "'� } t t "' y � .-. n � \ .,.__..._... '."'®__ .�....�. ♦ ...�____ \ +� 9 0 `\ 1 �� 6 1 I � r ' F ) it t ! ` w ♦ >''♦ Iq Nal' ___ �', - ,, }4, i+ �r ° ;f, I jr t �' h , �w,,a y j �a., _/. "'�, o,� '*�"�' .�.'___ �� ..�,.. _ _ - •• w .._ _ _ "_ KK �,».._,- �'-�-"'"'_'_'� r 9 t} } p �i ty { l ; � r t r T t � t (It t !rt ''+.. KWh h ♦ >>♦�,�� !`" I 5 --� -` ®..:_.-.. .,,.--"'-. ♦-<^----- }t+ ! I t4 1}t }1 ! 11 g I i t d I7 r !! �'h hww h 1 ♦ I �� ``. '`♦ i 1 k I' } 1 4 t + i i � it � tt t j r It I 1 7 ! I t hh , -.h ti* �`` � n _-,�.... �� i\\4\ � ,' ♦ h\ 39� - iSa I 4 � � �'� i 1 1 }t i tt I � 1 1 i ' t� ' � r i �•..\Yt ♦, `,a `> 1'`N,I��`-r'?�i� /" ' `♦ 1 '. ♦ >♦ _ -FSk` SW_ 'A' g.•.; , * \ 9 t ;1 t 1q ti ! 1 i j i t '� f I pP S tt 11 1' pt t 1! 17•«7'a- ..., '' ,.5 \ \ + > j t f P t f 1 t py 1 F f ! 7{ t t f ,! `♦ 'h'",� �°1`�' �� ,�` h { = 'c.` � ..54 i r 1 ° ' I if !° " t tl tjj ! t } r � rl !r % t � t t � t r ( ! .Aj }♦ ''w > '` \Y i' 390 �,y♦ �,� �'K � ti'�I t ' ��' :h i�>,\ 1 e I i (f i� j 1 � I t r 1 r t r r f � t �; ♦ `ti, ---5]] I �'r'4 I", r I � I § `!j, � � �\�, tt � \ � I r [ # � { I f t + � tt ar l p jff W !f fl f I i �' jlh I I !r w ♦ P I y . i \ J j i P I ! i j t' pl d' r Jt pl ! ! tr tt I t / it tp I d 1 I t y d ll` I ihk F 1 j r rj ° 100 YR WSE = 402.81 f fl f Jr i 10 YR WSE = `♦ .\ \>♦ \ ' , 401 1 ETPOND 9.06$ jr rl ri f t 11 f ; CONTRACTOR ON;T RACT3R TO PRO VIRE YR WSE 399. OF DA40500 r, , /: f t ! r r MINIMUM &'SENCH IN SPILLWAY = 403.00 (R WSE = 399.4$ rFOREBAY NORMAL POOL WSE=403.0 HA HED AREA. t , BOTTOM OF POND = 389.00 / J ( { t REVISIONS REV DATE COMMENT BY 1 07127/17 COUNTY COMMENTS RTY 2 09/27/17 FOR APPROVAL RTY 60 Max 30 15 17 0.5 1.1 Class I STM A3 1.62 42 Min 10 11 14 0.5 1.1 Class Al STM A5 2.48 60 Max 30 15 '17 0.5 1.1 Class I ♦♦ *I I £ 1 \ t ! i 7 r + f ! J t i I 1 t E t \ ♦ ♦\ '>,,: ''\^\ "`' ,`.. h'\ '} avP I1 !! ' LtII `' }\ pIi � .. !i 1£ {c=fiJ�! } S{,q'r- � t :1Fy_ \t f 1 3 � iE t ! / i /CSJh ) I SE=399.0NORMAL POOL W 0 \\ f APPROVED FOR CONSTRUCTION a\ ,♦ } I I t I k 1 t♦ !� -r `t^� 4 4 t 9 1 5" It ^\ ♦ i ♦l 1 (fl I 'f � ,! ' � ) r r d it � d r d t I I 1 � } ♦ !. ''♦ >a♦ \ � \ 4 V 152000 • ® \ 5 r at i 3g i t£ /r f! i f i i I PROJECT No.: i t N r DRAWN BY: MEG CHECKED BY: RTY t,ef, i 4 r \ y -j x `�q{{_ J../!":.�U. ' y 1 1 f 7 \\ t 8 �yti`S 9i ��G' r mt rr i x a i i DATE: 04119/17 SCALE: `r. `�""`�' c:"'+...a ""=:-'""^�....-",.:, `�" I d ° a i t t.�� t \� �.,�. HGrG'(`('� .^'-`�•,....-^t f- ! p r r d t I � a I r I � } 7 a r t CAD 1.C3.: S's�' 412 PROJECT: ! PROJECT:446 �+ VIRGINIA 31 ! 4>2p ! I "•-,-.. I r ! # 7 r f 3 ! I 9 f ! e J 422 < 4 " y A YFOR AY BOTTOM 39-00 4If i 7 + ! £ � ! f p F t' t PLAN ! p l 1 ��i �l !+MANAGEMENT ! r r t f I' I i'+ d I f Jt tf ! Ft � I t ( 1 £ i 1 t r! !J ! !! jP !f !/ r Pr 11 J! J7! rl iI 7 ! � f ! t ff ! !' /! fr ! r 1+ dt J / Jf '[�O It 1! !f f t Ir 1 1 f F f j/ f t 1 }!e J! tr tr f'� 2"iJS�, 40$ f ` J J ' ! t t r ti d t J t t ', d JJ !r J t er rr i.JJ�LL 410 f X 1 7 f � ,'.- '""'.,,,,,.,,�„ ,rJ e ! ?"^• 1° ,, ! 412 � ! r !t !, ! l !r !! 'Jt Jrr rte' f tJ j' tt Jr / JR J fr tj � � t; r er !,, J }�'� A !!� ! J i d !< ! !. / ! J ! � t f J ! <r !p ! � � li �'tJ � .il p !'' I p .! / I / t !' t ! JP t ! t p Jf ! 1 ,�/ �,� r / �'. l-' '_"^**• "J/ 416. ,/� 1 ! t ! f t J// 1! TJ f! J t t ! t )' e ! ! ! fn > p!! /t dF!(i / pt t !! it � Jr !t r!! !t! � ft pp p I/ 3 ( t r°' f t t! pJ tJ rf d ! l f!/ t J ! 1 W !TJ !f s r ( i° 1 7 f I P !J i ItJ it ! f t ! 1 !! J f! / t r 1 BLO�4/.+#.;i d L. A xl .it_Y t 7! f + t r' F J ' d t ! / ! F ! ! ! r I 1 f f/ ! f 6 f f f ! 1 J J ( I t / rJ t / ! 1 ,{�jr+ya� jr��/ j}� r.`A r ,....G_. /rr _ f` .�,t -✓° .r .f/l- r ✓ f ltt !!+ .'l dtt :f td ( ! ' r 7f ,ttr.IJ ,tTtr!e ff !! dJ t t ll 1JA 1► / i FOREBAY BOTTOM ELEV.=398.00 POND 11 PROFILE NOT TO SCALE TOP OF DAM=405.00 ffSTINHAWN 33.95'- 60" RCP @ 2.95% RIM = 408.00 153,54'- 60" RCP @ 4.17% RIM = 388.00 POND BOTTOM ELEV.= 89.00 STABILIZED OVERFLOW SPILLWAY (RIPRAP) INV, OUT=389.00 CONCRETE CRADLE ELEV.=403.00 RIP-RRAP OUTFALL COMPUTATIONS N Outfall Q (Cfs) Do, Pipe Diameter (in) Tailwater Condition La, Apron Length (ft) Apron Width d50 (ft) Rip -Rap Depth {ft) Rip -Rap Class. Upstream (ft) Downstream (ft) STM Al 4.45 60 Max 30 15 17 0.5 1.1 Class I STM A3 1.62 42 Min 10 11 14 0.5 1.1 Class Al STM A5 2.48 60 Max 30 15 '17 0.5 1.1 Class I 29.67'- 60" RCP @ 1.01% ES -1 ENDWALL -INV, OUT=381.12 30' CL -1 RIP -RAP (OUTFALL PROTECTION) 10 YR WSE = 401.08 �YQ1+�SE = 399.96 1 YR WSF = IN 48 PROP. PON 11 :MISER DETAIL NOT TO SCALE 8' 100 YR WSEL=402.81 PROP. TRASH RACY SEE - - DE' -TAIL SHEET C-911 PROP. TOP = 402.50----- "� PROP. TRASH RACK SEE - DETAIL SHEET 0-911 OP'. WEIR= 3.0' WIDE INV=400.75 rkm PROP. 4" 1 DIA ORIFICE INV=399.0')0 -PROP. TTRASH RACK SEE DETAIL ;SHEET 0-911 PROP.29.40' - 60" RCP @ 2.95% SEE POND 11 PROFILE FOR REMAINDER OF OUTFALL PIPE. 30 15 7.5 0 30 1"=30' LOCATION TION OF SITE ROUTE 29 SE;MINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMAIRLE COUNTY, VA BOHLER E N GIN EERIN G 28 BLACKiJVELL. PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Pax: (540) 349-0321 VA@BohlerEng.com V DANIEL R. HINES .fl LIC,. No. 043176 Q 09127/17 i SHEET TITLE: j POND 11 DESIGN WPO CONDITION SHEET NUMBER H:1151V152000DRAWNGS\PL,4NSETS\VVPO- BK04-PLANkVl52QWPD2.DVK, PRINTED BY:ABAXTER 11.06.17@10:0BAM LAST SAVED BY: ASAXTER i 1 STRUCTURE .t'sJsT1k ! G i �, 1 i ;' - �' 1 , ,: .. S(POND CALCULATIONS i '.N ) 1 1 U/ , "+ 1 I ON! STRUCTURE Li I L 44 05 06 STRUCTURE� 0@ 0" Ai I 1 F . CALCULATIONS 11) 2�- 40 3W RISER DIMENSIONS I' GG' BOUYANCY CALCULATIONS 105 1W 117 116" 1.1314W 11431A RISER DIMENSIONS t r BOUYANCY CALCULATIONS 04 Its: RISER DIMENSIONS AS BOUYANCY CALCULATIONS On t! I`rct0 INTERNAL :14* 36 rt3' I1,? " 451:4" 1 .0114" INTERNAL 4 A=0 A 06 A=`67A 67 63 A--09 AzO INTERNAL WIDTH 8 ft VOLUME DISPLACED DIAMETER 6 ft VOLUME DISPLACED WIDTH 8 ft VOLUME DISPLACED INTERNAL INTERNAL INTERNAL LENGTH 8 ft RISER VOLUME = 540.09 cu. ft. RADIUS 3 ft RISER VOLUME - 383.25 cu. ft. LENGTH 8 ft RISER VOLUME - 1176.00 cu. ft. WALL WALL WALL THICKNESS 8 in FOOTER VOLUME - 280.67 cu. ft. THICKNESS 8 in FOOTER VOLUME = 288.56 cu. ft. THICKNESS 8 in FOOTER VOLUME - 577.78 cu. ft. TOP TOP TOP ELEVATION 369.7 ft ELEVATION 373.5 ft ELEVATION 402.5 ft RISER RISER RISER INVERT 3615 ft TOTAL VOLUME - 820.76 cu. ft. INVERT 367 ft TOTAL VOLUME 671.81 cu. ft. INVERT 389 ft TOTAL VOLUME = 1753.78 cu. ft. CONC. FILL CONC. FILL CONC. FILL DEPTH 1.50 ft BOUYANY FORCE - 51215.1 Ib. DEPTH 2.00 ft BOUYANY FORCE 41920.9 Ib. DEPTH 2.50 ft BOUYANY FORCE 109436 lb. BASE BASE BASE THICKNESS 1.50 ft THICKNESS 2.25 ft THICKNESS 2.50 ft BASE BASE BASE WIDTH 10.00 ft WIDTH 10.00 ft WIDTH 12.00 ft BASE BASE BASE. LENGTH 10.00 ft DOWNWARD/ RESIS7-ANT FORCE LENGTH 10.00 ft DOWNWARD f RESISTANT FORCE LENGTH 12.00 ft DOWNWARD l RESISTANT FORCE VOLUME OF CONCRETE VOLUME OF CONCRETE VOLUME OF CONCRETE RISER 143.29 cu. ft. RISER 90.71 cu. ft. RISER = 312.00 cu. ft. RISER OPENINGS FOOTER & FILL 320.67 cu. ft. RISER OPENINGS FOOTER & FILL 289.00 cu. ft. RISER OPENINGS FOOTER & FILL = 644.44 cu. ft. PIPE DIAMETER 60 in OPENINGS 25.99 cu, ft. PIPE DIAMETER 42 in OPENINGS - 22.06 cu. ft. PIPE DIAMETER 60 in OPENINGS - 21.66 cu. ft. ORIFACE 1 AREA 0 sq, ft. ORIFACE 1 AREA 0 sq. ft. ORIFACE 1 AREA 0 sq. ft ORIFACE 2 AREA 0 sq. ft. TOTAL CONCRETE VOL. 437.96 cu. ft. ORIFACE 2 AREA 0 sq. ft. TOTAL CONCRETE VOL. - 357.65 cu. ft. ORIFACE 2 AREA 0 sqft. TOTAL CONCRETE VOL. - 934.79 cu. ft, WEIR 1 WIDTH 2 ft WEIR 1 WIDTH 2.5 ft WEIR 1 WIDTH 2 ft WEIR 1 INVERT 368.1 ft RESISTANCE FORCE - 65694.6 Ib. WEIR 1 INVERT 367,4 ft RESISTANCE FORCE - 53647.7 lb. WEIR 1 INVERT 404.25 ft RESISTANCE FORCE - 140218 Ib. BOUYANCY FACTOR BOUYANCY FACTOR BOUYANCY FACTOR (MUST BE GREATER THAN 1,25 TO BE ACCEPTABLE) (MUST BE GREATER THAN 1.25 TO BE ACCEPTABLE) (MUST BE GREATER THAN 1.25 TO BE ACCEPTABLE) RESISTANT FORCE l BOUYANCY FORCE = BOUYANCY FACTOR RESISTANT FORCE / BOUYANCY FORCE = BOUYANCY FACTOR RESISTANT FORCE i BOUYANCY FORCE = BOUYANCY FACTOR 65695 ! 51215 1.28 53648 P 41921 1.218 140218 ! 109436 1.28 1128 > 1.25 1.28 > 1.25 1.28 > 1.26 w �mmw „SIF .s ..� I-IMSkV1520OWDRAWNGSTLAN SETSMPO - Bf:LW • PLAN1V1520Q0SVV2.DWG PRINTED BY: ABAXTER 19.0$.17 g U,08 AM LAST SAVED BY: ABAXTER 1' I m m T Ii)PS .t'sJsT1k FLAT.ROOF `RECTANGULAR ; COMMENT fU�� i � 1 - t c i 44 05 06 07 0@ 0" 1 010 a tt` 2�- 40 3W 54 1I'V I' GG' 79" 9,3 Y,-' 105 1W 117 116" 1.1314W 11431A 11:55114' t r - 0 04 Its: 116' 117 AS 04, 010 1 911 On t! I`rct0 27" ' M f14" :14* 36 rt3' I1,? " 451:4" 1 .0114" MOde 4 A=0 A 06 A=`67A 67 63 A--09 AzO S,tormRaXTM REV FLAT.ROOF `RECTANGULAR ; COMMENT RACKSPINVEIR S 1 (STANDARD SIZES) � DI 3ENSI N$ IN, INCHES 2 PUTSIDERNt US'(DlA7IETEFJ2} I I � ,gp(p ); l.1 JfSi ih 0 CIOs ' w HOPE ST(W TIJR. PLA a5 RCA`�a'it4�fiL7 EJ1`I�,� 14t -G ryryg �} /4.�I ,�.Ad.„,.,. jr Tt 0 �}.i i {.$ . " L sAi,t t ------------- L CI- j"NEL STEEL DROSS $RA0RA,45 I REMOV.48LE ACCE4 s ?'Kjf-H HOPE ANTWORTEX PLATE REV FAT NUMR , COMMENT LENGTH 1 07/27117 COUNTY COMMENTS WALL THICKNESS (RE4 D) i 2 PUTSIDERNt US'(DlA7IETEFJ2} I I � ,gp(p ); l.1 JfSi ih 0 CIOs ' w 1 106 ,3s.?!� m 03, . �4� 111 -0 p4 ryryg �} /4.�I 4�t} 1 0 �}.i i {.$ . � jpy PLAN VIEW SIDE IE ------------- L CI- j"NEL STEEL DROSS $RA0RA,45 I REMOV.48LE ACCE4 s ?'Kjf-H HOPE ANTWORTEX PLATE REV FAT NUMR , COMMENT LENGTH 1 07/27117 COUNTY COMMENTS WALL THICKNESS (RE4 D) i 2 PUTSIDERNt US'(DlA7IETEFJ2} I I ------------- L CI- j"NEL STEEL DROSS $RA0RA,45 I REMOV.48LE ACCE4 s ?'Kjf-H HOPE ANTWORTEX PLATE 01 F cWn z o U°zw� a+ S0.1 "zasg �Z zs W z 0 z¢ z F a :If r� wW1`i m -:t2 i c��7 ¢ o�w> � osw cc 'T,c,s-mO(D + *s Adik A F E M y 9W Y a W U�� a a zo .., LZU I- zzpOw HQ ¢ wo>->-�w� 6-wgwwws szmzzza �Z +�►+►a.►s♦ � REV DATE COMMENT BY 1 07/27117 COUNTY COMMENTS RTY 2 . I I � ,gp(p ); l.1 JfSi ih 0 CIOs ' w 1 106 ,3s.?!� m 03, . �4� 111 -0 .?� I ryryg �} /4.�I �Si 4�t} 1 ? `� � 1 �}.i i {.$ . 01 F cWn z o U°zw� a+ S0.1 "zasg �Z zs W z 0 z¢ z F a :If r� wW1`i m -:t2 i c��7 ¢ o�w> � osw cc 'T,c,s-mO(D + *s Adik A F E M y 9W Y a W U�� a a zo .., LZU I- zzpOw HQ ¢ wo>->-�w� 6-wgwwws szmzzza �Z +�►+►a.►s♦ � KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V1 5200D DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19117 SCALE: AS NOTED CAD I.D.: SW2 PROJECT: VIRGINIA STORMWATER MANAGEMENT PLA FOR BOOIL SE TIONN I BLOCK 4A AND BLOCK 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA BOE LER ENGINEERIN G 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com OF DANIEL, R. HINES 7 .�} Lic.. No. 043176 109/27/177 SHEET TITLE: RISER STRUCTURE DETAILS . IES AND SHEET NUMBER.: CI -911 REV DATE COMMENT BY 1 07/27117 COUNTY COMMENTS RTY 2 09127117 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V1 5200D DRAWN BY: MEG CHECKED BY: RTY DATE: 04/19117 SCALE: AS NOTED CAD I.D.: SW2 PROJECT: VIRGINIA STORMWATER MANAGEMENT PLA FOR BOOIL SE TIONN I BLOCK 4A AND BLOCK 8A LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS RD ALBEMARLE COUNTY, VA BOE LER ENGINEERIN G 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com OF DANIEL, R. HINES 7 .�} Lic.. No. 043176 109/27/177 SHEET TITLE: RISER STRUCTURE DETAILS . IES AND SHEET NUMBER.: CI -911 H:1151V1S20001DRAiMNGSIPLAN SETS1!JAPO - BK04 - PLANiW152000SM.MG PRINTER BY; ABAXTER 17.06.17 910:08 AM LAST SAVED BY: ABAXTER