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HomeMy WebLinkAboutWPO201400099 Plan - VSMP WPO VSMP 2016-12-14LEGEND EXIST NEW DESCRIPTION 1,401 SF x 25 Tc TOP OF CURB ELEVATION 16,704 SF x 12� SPOT ELEVATION 2.051 SF x 125TW TOP OF WALL ELEVATION r0li3n i X 25 ew BOTTOM OF WALL ELEVATION - BENCHMARK jet �r 9iji.�i," STORM SEWER RD — ROOF DRAIN SEWER LINE HydraLT, e•'w — WATER LINE — cas — GAS LINE OHE- OVERHEAD ELECTRIC WIRE P'`y� '� on S �,,i,. ucE — UNDERGROUND ELECTRIC — OHT — OVERHEAD TELEPHONE LINE ucr — UNDERGROUND TELEPHONE LINE _x DRAIN INLET (DI) 4 ' 0 STORM/SANITARY MANHOLE C PLUG ®V WATER VALVE & BOX .. FIRE HYDRANT 3F ® WATER METER •••• " "`" !-� LIGHT POLE m; •- SITE UTILITY POLE PROPERTY LINE — - - — ADJACENT PROPERTY LINE VACATED PROPERTY LINE �V, BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT GRADING EASEMENT _... , r 6rs: DRAINAGE EASEMENT U1ILITY EASEMENT ......... -, WATER EASEMENT ltrt rQq N. ACCESS EASEMENT _ STORM DRAINAGE EASEMENT TREE LINE FENCE _— onn k STREAM 12 — INTERVAL CONTOUR oo — INDEX CONTOUR _.... cc -2 STANDARD 6" CURB cc -s COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK r'- RIPRAP ASPHALT GRASS EC -2 MATTING ".x EC -3 MATTING ......_...,....,,.,_, �� WETLAND >o >o PARKING COUNT w — CROSSWALK HANDICAP ACCESSIBLE AISLE CG -12 HANDICAP PARKING - [oil] Mai - I I I a 9 CURRENT DEVELOPMENT ENGINEER .ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL BUILDING OFFICIAL DEPARTMENTVIRGINIA -O-. V5MF) Plan For: COMMONWEALT11 APARTMENT5 TMF OG I WO -03-00-01400 JACK JOUETT DISTRICT, ALE3EMARLE COUNTY, VIRGINIA VICINITY M AP SCALE: 111=1,000, SHEET INIDEX C1 C2 C3 C4 C5 C6 C7 DATE C8 IMAGE PROVIDED BY GOOGLE MAPS - COVER SHEET - EXISTING CONDITIONS &DEMOLITION PLAN EROSION &SEDIMENT CONTROL COVER SHEET - EROSION &SEDIMENT CONTROL NARRATIVE PHASE 1 EROSION &SEDIMENT CONTROL PLAN - PHASE 2 EROSION &SEDIMENT CONTROL PLAN - PHASE 3 EROSION &SEDIMENT CONTROL PLAN - EROSION &SEDIMENT CONTROL DETAILS THIS IS A STAND-ALONE VSMP PLAN. SDP 2010 00004 WAS APPROVED MAY 2010. PROPERTY INFORMATION OWNER/DEVELOPER: Positive LLC 620 Plantaticn Court Charlottesville, VA 22903 LEGAL REFERENCE: TMP 061 WO -03-00-01400 DB 4120 PG 618 ZONING: R15 - Residential, Preserved Slopes, Airport Impact Area ACREAGE: 1.15 EXISTING LAND USE: Vacant Lot PROPOSED LAND USE: 25,344 SF Apartment Building MAGISTERIAL DISTRICT: Jack Jouett I I IMA I L' 1;1q;j il� I I SOURCE 0, BOUNDARY SURVEY: Plats of Fiet,._,,1 SOURCE r::- TOPOGRAPHY: One (1) FTInterval Topographic Survey Data from Dominion Development Resources - June 2005. Field Verified by Engineer on January 2014. BENCHMAIX(S)S _ Bench marl is the top of a drop inlet to the left of the site entrance Elevation = 516.13 No portion ct this property lies within Zone A 100 -Year Flood Plain WATER SCURCE: Albemarle County Service Authority SEWER SMVICE: Albemarle County Service Authority SETBACKS: FRONT YARD SIDE YARD REAR YARD BUILDING 25' 15' 20' STEPBAChS: FRONT YARD BUIL')ING 15' MAXIMUM7TRUCTURE HEIGHT PERMITTED: 65' MAXIMUM STRUCTURE HEIGHT PROPOSED: 45' WATERSHEDS: This site lies within the Meadow Creek Watershed. This site does not lie within a drinking water watershed. LAND USE: BUILDING 6,336 SF GRAVEL FOADWAY 1,401 SF PAVEMENT" 16,704 SF SIDEWALV3 2.051 SF r0li3n i SY�,9Y S? v - jet �r 9iji.�i," HydraLT, �,. bid: -,. 0,n BT.' P'k F ''i It P'`y� '� on S �,,i,. ' tU e�'4k• .5. t-- m gtrOCI "g Fir M, "r , t rSr �y3 x it id t0 b,il (- SITE �V, R , r 6rs: j He41.`!f. ltrt rQq N. onn k A A 7 ".x SHEET INIDEX C1 C2 C3 C4 C5 C6 C7 DATE C8 IMAGE PROVIDED BY GOOGLE MAPS - COVER SHEET - EXISTING CONDITIONS &DEMOLITION PLAN EROSION &SEDIMENT CONTROL COVER SHEET - EROSION &SEDIMENT CONTROL NARRATIVE PHASE 1 EROSION &SEDIMENT CONTROL PLAN - PHASE 2 EROSION &SEDIMENT CONTROL PLAN - PHASE 3 EROSION &SEDIMENT CONTROL PLAN - EROSION &SEDIMENT CONTROL DETAILS THIS IS A STAND-ALONE VSMP PLAN. SDP 2010 00004 WAS APPROVED MAY 2010. PROPERTY INFORMATION OWNER/DEVELOPER: Positive LLC 620 Plantaticn Court Charlottesville, VA 22903 LEGAL REFERENCE: TMP 061 WO -03-00-01400 DB 4120 PG 618 ZONING: R15 - Residential, Preserved Slopes, Airport Impact Area ACREAGE: 1.15 EXISTING LAND USE: Vacant Lot PROPOSED LAND USE: 25,344 SF Apartment Building MAGISTERIAL DISTRICT: Jack Jouett I I IMA I L' 1;1q;j il� I I SOURCE 0, BOUNDARY SURVEY: Plats of Fiet,._,,1 SOURCE r::- TOPOGRAPHY: One (1) FTInterval Topographic Survey Data from Dominion Development Resources - June 2005. Field Verified by Engineer on January 2014. BENCHMAIX(S)S _ Bench marl is the top of a drop inlet to the left of the site entrance Elevation = 516.13 No portion ct this property lies within Zone A 100 -Year Flood Plain WATER SCURCE: Albemarle County Service Authority SEWER SMVICE: Albemarle County Service Authority SETBACKS: FRONT YARD SIDE YARD REAR YARD BUILDING 25' 15' 20' STEPBAChS: FRONT YARD BUIL')ING 15' MAXIMUM7TRUCTURE HEIGHT PERMITTED: 65' MAXIMUM STRUCTURE HEIGHT PROPOSED: 45' WATERSHEDS: This site lies within the Meadow Creek Watershed. This site does not lie within a drinking water watershed. LAND USE: BUILDING 6,336 SF GRAVEL FOADWAY 1,401 SF PAVEMENT" 16,704 SF SIDEWALV3 2.051 SF TOTAL IWERVIOUS 26,492 SF APPROVED by the Albemarle County Community Development Department Date ' 9 / File— L, U J l iLic.,No. 45 f83 UNP51W1-1OOCA Open Space Parcel Turtle Creek CondnrniniL D.B. 987-372 [Present Use: Aportrner Zoning: R-10 MI / ENST[NG SANITARY oEwEUf MANHOLE X|3NoO^ PVC T=511ti71 inv=510.91 \ \ / / \ ' � o / / | | ' / ' L0 \ \ / \ \ ( / / ENST[NG SANITARY oEwEUf MANHOLE X|3NoO^ PVC T=511ti71 inv=510.91 Q) (Y (Y o _ LO TINP 61W-3-15 Londrncrk at Granite Pork LP C/O Marvin F. Poer & Company 4.503 Acres U.B. 4280-0,32 Present Use: Apartments Zoning: PRD 20 0 20 40 60 \ \ \ � / \ ' � o / | | ' / ' L0 \ \ / / / / / / \ \ ( Q) (Y (Y o _ LO TINP 61W-3-15 Londrncrk at Granite Pork LP C/O Marvin F. Poer & Company 4.503 Acres U.B. 4280-0,32 Present Use: Apartments Zoning: PRD 20 0 20 40 60 PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION THIS SITE IS A PROPOSED APARTMENT BUILDING. THE TOTAL AREA OF DISTURBANCE IS 0.96 ACRES EXISTING SITE CONDITIONS ALL WORK SHALL BE COMPLETED ON THE SUBJECT PARCEL, ALBEMARLE -3-14. SUBJECT PARCEL IS OWNED BY MOORE'S CREEK LAND, COUNTY TMP 61W LLC. ON-SITE SLOPES ARE MOSTLY STEEP, AVERAGING ABOUT 20%, STORMWATER FLOWS INTO AN EXISTING CULVERT THAT PASSES UNDER COMMONWEALTH DRIVE. THIS SITE HAS BEEN CLEARED AND PREVIOUSLY GRADED. ADJACENT PROPERTIES THIS PROPERTY IS BORDERED TO THE NORTHEAST BY APARTMENTS OWNED BY COLONIAL REALTY; TO THE NORTHWEST BY A VACANT RESIDENTIAL LOT; AND TO THE SOUTHWEST BY APARTMENTS OWNED BY TURTLE CREEK. SOILS THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON MRCS SOIL MAPS FOR ALBEMARLE COUNTY VIRGINIA: SOIL SLOPES HSG DEPTH PERMEABILITY 27C ELIOAK LOAM 7 TO 15 C MORE THAN 80" WELL DRAINED of the site. PERCENT shall be applied within seven days to denuded 34D GLENELG LOAM 15 TO 25 g MORE THAN 80" WELL DRAINED stabilization PERCENT applied at areas that are to be left dormant for more than 1 year. 91 URBAN LAND D 10" VERY LOW OFFSITE AREAS: THERE ARE NO OFFSITE ACTIVITIES ASSOCIATED WITH THIS PROJECT. EXCESS MATERIAL SHALL BE HAULED TO A SITE WITH AN APPROVED EROSION AND SEDIMENT CONTROL PLAN. CRITICAL AREAS THERE ARE NO CRITICAL EROSION AREAS ON THE SUBJECT PARCEL. EROSION & SEDIMENT CONTROLS I. SAFETY FENCE: A PROTECTIVE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL MEASURE. STD. AND SPEC. 3.01. 2. CONSTRUCTION ENTRANCE: INSTALL AND MAINTAIN A CONSTRUCTION ENTRANCE, AS NECESSARY, THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.02 AND CONFORMS WITH THE REQUIREMENTS OF THE EROSION & SEDIMENT CONTROL PLAN. 3. SILT FENCE: INSTALL AND MAINTAIN SILT FENCE THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.05. THIS SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN AND ACCOMPANYING DETAILS FOR THE PURPOSE OF INTERCEPTING SILT -LADEN RUNOFF BEFORE IT IS DISCHARGED FROM THE SITE. THE SILT FENCE SHALL BE INSPECTED AND MAINTAINED TO ENSURE CONTINUED PERFORMANCE. 4. TEMPORARY SEDIMENT TRAP: A TEMPORARY SEDIMENT TRAP SHALL BE INSTALLED PER THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PURPOSE OF DETAINING SEDIMENT AND SILT WITHIN STORM WATER RUNOFF. THE TRAPS SHALL REMAIN IN PLACE UNTIL THE SITE IS STABILIZED UNLESS OTHERWISE NOTED ON THE PLAN. 5. TEMPORARY SEEDING: TEMPORARY SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD. AND SPEC. 3.31. 6. PERMANENT SEEDING: ALL DITCHES AND ADJACENT AREAS WITHIN 15 FT OF THE EDGE OF THE DITCHES SHALL BE SEEDED IN CONFORMANCE WITH STD. AND SPEC. 3.32. PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED ON THESE PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. PERMANENT SEEDING STABILIZES DISTURBED AREAS AND ENHANCES THE BEAUTY OF THE SITE. 7. DUST CONTROL: CONDUCT DUST CONTROL OPERATIONS NECESSARY TO MET THE REQUIREMENTS OF STD. & SPEC. 3.39 AS REQUIRED TO CONTROL SURFACE AND AIRBORNE MOVEMENT OF DUST. 8. TEMPORARY DIVERSION: TEMPORARY DIVERSION SHALL BE INSTALLED AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN AND DETAILS. THE DIVERSIONS SHALL BE INSTALLED PRIOR TO SIGNIFICANT LAND DISTURBING ACTIVITIES AND SHALL REMAIN IN PLACE UNTIL THE SITE IS STABILIZED UNLESS OTHERWISE NOTED ON THE PLAN. 9. INLET PROTECTION: A STONE WEIR SHALL BE INSTALLED AS A SEDIMENT FILTER LOCATED AT THE PROPOSED DROP INLET. REFER TO DETAILS ON SHEET C11. 10. OUTLET PROTECTION: RIP -RAP SHALL BE PROVIDED AT THE OUTFALL OF CONVEYANCE CHANNELS, CULVERTS, AND STORM SEWERS. MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION: STAGE 1 1. INSTALL CONSTRUCTION ENTRANCE. 2. INSTALL SILT FENCE AND SAFETY FENCE AT THE LOCATION SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN. 3. CONSTRUCT THE SEDIMENT TRAP AND DIVERSIONS. STAGE 2 CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. STAGE 3 1. UPON APPROVAL OF ALL E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, GRADING AND STOCKPILING, 2. PROTECT SOIL STOCKPILES WITH SILT FENCING AND TEMPORARY SEEDING AS NECESSARY. 3. MAINTAIN ALL E&S CONTROL MEASURES. 4. CONSTRUCT SITE IMPROVEMENTS AS SHOWN ON THE PLAN. STAGE 4 1. REMOVE SEDIMENT TRAP AND BEGIN GRADING SLOPES AT THE NORTHWEST CORNER OF THE SITE. 2. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION FEATURES, WHICH INCLUDES THE ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER OVER THE ENTIRE DISTURBED AREA. UPON COMPLETION CALL FOR FINAL INSPECTIONS. CONSTRUCTION MAINTENANCE THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES SHALL BE FOLLOWED AT THE SITE. 1. ALL E&S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAIN EVENT. ALL DEFICIENCIES IDENTIFIED DURING THESE INSPECTIONS SHALL BE CORRECTED AS SOON AS PRACTICABLE. 2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING, DETERIORATION OR SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF THE HEIGHT OF THE CONTROL. 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS SET FORTH IN THE CURRENT EDITION OF THE VIRGINIA SEDIMENT AND EROSIO)N CONTROL MANUAL, OTHER APPLICABLE COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT SPECIFICATIONS. 4. ALL SEEDED AREAS WI'ILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD STAND OF GRASS IS MAAINTAINED. 5. AREAS WITH RIP -RAP' SHOULD BE REGULARLY INSPECTED TO DETERMINE IF HIGH FLOWS HAVE DAI'MAGED THESE CONTROLS OR CAUSED EXCESSIVE SEDIMENT DEPOSITION. ALL AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENITS OF THIS E&S CONTROL PLAN. ENVIRONMENTAL CONTROILS 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES, STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF THE STATE AND IN INTERSTATE WATERS. 2. CONTRACTOR SHALL MMINIMIZE THE POTENTIAL FOR AIR POLLUTION BY USING EMISSION -CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, SHUTTING DOWN MOTO)RIZED EQUIPMENT WHEN NOT IN USE, AND ACTIVELY CONTROLLING DUST EWISSIONS THROUGHOUT THE PROJECT. EROSION & SEDIMENT CONTROL PERMITTING 1. CONTRACTOR SHALL 33E RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE EROSION AND SEDIME�T CONTROL PERMITS AND MAINTAINING ALL EROSION AND SEDIMENT CONTRiOLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. GENERAL NOTES 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE EXISTING UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE ARE BASED ON INFORMATION AND DATA FURNISHED TO THE OWNER AND ENGINEER BY THE OWPNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS. THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING THE ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR COORDINATION OF THE: WORK WITH OWNERS OF SUCH UNDERGROUND UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL CONTACT "MISS UTILITIES" OF VIRGINIA AT 1-800-5'52-7001 PRIOR TO THE START OF WORK. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTFACTOR'S EXPENSE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE STRUCTURES FROM DAMAGE AND COORDINATING WORK SO THAT THE OWNER CAN MAKE NECESSARY ARRANGEMENTS TO MODIFY/PROTECT EXISTING STRUCTURES FROM DAMAGES. 4. THE CONTRACTOR SHALL BE RESPONSOLE FOR NOTIFYING ALL UTILITY OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND THE VIRGINIA DEPARTWENT OF TRANSPORTATION PRIOR TO COMPLETING ANY OFF-SITE WORK. 5. CONTRACTOR SHALL �OTIFY AND COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH UTILITY' OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 6. CONTRACTOR SHALL IIMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND ENGINEER. 7. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER SUBMITTALS OF ALL SPECIFIED MATERIALS LISTED IN THE PLANS, TO INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND LABORATORY REPORTS. THE OWNER'S APPROVAL OF SUBMITTALS WILL BE GENERAL AND WILL NOT RELIEVE THE THE CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR THAT MAY EXIST. 8. FIELD DENSITY TESTS SHALL BE PERFORMED AT A FREQUENCY OF ONE TEST PER LIFT PER 10,000 SQ FT OF MATERIAL PLACED AND COMPACTED TO WITHIN 95 (%) PERCEPNT OF STANDARD PROCTOR USING A GRID PATTERN OF 100 FT PER LIFT/OR ,AS CERTIFIED BY A LICENSED GEOTECHNICAL ENGINEER. EROSION & SEDIMENT CONTROL NOTES: 1. ALL VEGETATIVE AND STRUCTURAL EROSION & SEDIMENT CONTROL (E&S) PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IIN ACCORDANCE WITH THE MINIMUM SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION 4VAC50-30. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR, TO FINAL INSPECTION. THIS REQUIREMENT CAN BE WAIVED AT THE DISCRETION OF THE PLAN APPROVING AUTHORITY. 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 ONSITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIWITED TO, OF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALIL SUBMIT A SUPPLEMENTARY EROSION AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN REVIEWING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION) OF ANY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN REVIEWING 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 RUN-OFF PRODUCING STORM EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. INSTALL AND MAINTAIN CONSTRUCTION ENTRANCES FOR ENTIRE PROJECT AT ALL LOCATIONS WHERE VEHICLES ENTER/LEAVE THE WORK AREA AND WHERE SOIL IS STOCKPILED. 11. MAINTAIN ALL EROSION AND SEDIMENT CONTROL UNTIL THE COMPLETION OF FINAL STABILIZATION. UNLESS OTHERWISE NOTED ONJ THE PLANS REMOVE ALL EROSION & SEDIMENT CONTROLS FOLLOWING THE ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER AND COMPLETION OF- FINAL STABILIZATION. MINIMUM STANDARDS (MS): All applicable Virginia Erosion and Sediment Control Regulations and Minimum Standards shall be adhered to during all phases of construction. These include, but are not limited to the following: 1. STABILIZATION OF DENUDED AREAS: Permanent or temporary soil stabilization shall be applied to bare areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade, but will remain dormant or undisturbed for longer than 14 days. Permanent stabilization shall be applied at areas that are to be left dormant for more than 1 year. 2. STABILIZATION OF SOIL STOCKPILES: During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 3. PERMANENT VEGETATIVE COVER A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieve that, in the opinion of the county Inspector, is uniform and mature enough to survive to inhibit erosion. 4. TIMING & STABILIZATION OF SILT TRAPPING MEASURES: 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. 5. STABILIZATION OF EARTHEN STRUCTURES: Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. SEDIMENT TRAPS AND BASINS: A sediment basin shall control surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres. The sediment basin shall be designed and constructed to accommodate the anticipated sediment loading for the land disturbing activity. The outfall device or system device shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 7. CUT AND FILL SLOPES: 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 year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. & CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES: Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. 9. WATER SEEPS FROM A SLOPE FACE: Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. STORM SEWER INLET PROTECTION: All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. STABILIZATION OF OUTLETS: Before newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. WORK IN LIVE WATERCOURSES: When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. CROSSING A LIVE WATERCOURSE: When a live watercourse must be crossed by construction vehicles more than twice in any six month period, a temporary stream crossing constructed of nonerodible materials shall be provided. 14. APPLICABLE REGULATIONS: All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. STABILIZATION OF BED AND BANKS The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. UNDERGROUND UTILITIES: Underground utilities shall be installed in accordance with the following standards in addition to other criteria: a.No more than 500 linear feet of trench may be opened at one time. b.Excavated material shall be placed on the uphill side of trenches c. Effluent for dewatering operations shall be filtered or passed through approved sediment trapping device, or both, and discharged in a manner that does not adversely 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. Restabilization shall be accomplished in accordance with these regulations. f. Applicable safety regulations shall be complied with. 17. CONSTRUCTION ACCESS ROUTES: Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto paved surfaces. Where sediment is transported on to a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual lots as well as to larger land disturbing activities. 18. TEMPORARY E&S CONTROL MEASURE REMOVAL: All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sediment. 19. ADEQUACY OF RECEIVING CHANNELS: Properties and waterways downstream from the development site shall be protected from sediment deposition, erasion and damage, due to increases in volume, velocity and peak flow rates of stormwater runoff for the stated frequency storm of 24-hour duration. `Jus N -M `SHIMP I� � ry ��k _P© �SS70NAL ��� A���m��� EROSION �� W�������0��|�������� ��`���N��m�m0�U�m�� ����y��� N�������V�����y��� ��� SEDIMENT ��^��p��� � N����"�� SYMBOLS P, "W'.1 WE 110 NO r d wh." 04, " ismmama TITLE KEY 3.01 SAFETY FENCE 3.02 CONSTRUCTION ENTRANCE 3�� � ^��^ SILT FENCE ��� ��������J����� ��^" ���"�� DRAIN PROTECTION ��� �~` 1 ^8 OUTLET P^~O'EC~^~-^^ �0U DiV10� ��.� �.,.�� LIMITS OF DISTURBANCE EXISTING CONTOUPROPOSED CONTOUR R TMP 67N1-100CA Open Space Parcel Turtle Creek Condominiums \\\ \\\`\ \\\\\ \\ oo' / cn/� / t Granite Park LP/ 0.55 Acres\ \ u13\ 4280 -032 \ \ 4--`- Use --- ---- -T � \ \\ PRO / � Ln` Ln � \ ` \ / \ ` \ � ` \ /DD `` | | | ( A) 0m 1..1 . ~~ ~~ \ CD (D L' \ \ un \ \ . . ' . / | | 0 \ \ N SLn ^ / ��� �\� ^- ' / / ��Futunm Vuilding D.B. S87-372Loodtion pn*uont Use: Apartments Zoning: R ~~`~`` `` -_ � 1O 4 ny, �----"~�7-- —505 CIO All 510 tw LL- tp 77 51 10 STAGNI, (�� -�/-\ ��`{ ( }( �� �-/ | [ �f= . / ` / ` .' ``' / / /�-~ — (D / / / / EXISTING SANITARY SEWER MANHOLE EXISTING 8^ PVC SA ~ -- - zR T=516.71 inp=51O.81 \ n'x\,___ �a � \ | ' / \ / � / | , / / / ) / / / / / / / / � \ / ' / \ \ / � Of ' / / o � \ / / \ \ / � / EXISTING 4.5' SIDEWALK TMP 01W-3-15 Landmark at Granite Pork LP C/0 Marvin F. Poor 8c Company 4.503 Acres O.B. 4280-032 Present Use: Apartments Zoning: PRD ft� / D ^� '� Ljj (y- ^c (D Of / ~~ a_ / ~~ LLJ / EXISTING 4.5' SIDEWALK TMP 01W-3-15 Landmark at Granite Pork LP C/0 Marvin F. Poor 8c Company 4.503 Acres O.B. 4280-032 Present Use: Apartments Zoning: PRD ~. | U-|\--'--�- STATE lAl[ROUTE J7[]5/ �m � COMMONWEALTH D [ � Variable R/YV Width *� 20 a 20 40 644, ~` ~~ ~~ ~~ ~. | U-|\--'--�- STATE lAl[ROUTE J7[]5/ �m � COMMONWEALTH D [ � Variable R/YV Width *� 20 a 20 40 644, SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY 3.01 SAFETY FENCE SAF 3.02 CONSTRUCTION ENTRANCE CE X X 3.05 SILT FENCE SF 0 3.07 STORM DRAIN INLET PROTECTION Ip 3.12 TEMPORARY DIVERSION DIKE DD [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3,18 OUTLET PROTECTION OP TS 3,31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING pg -�---��--�- 3.35 MULCHING ®C 3,39 DUST CONTROL DC SOIL DIVIDE LIMITS OF DISTURBANCE �- — - EXISTING CONTOUR PROPOSED CONTOUR 0 TMP 61W1-100CA Open Space Parcel Turtle Creek Condominiums D.B. 987-372 Present Use: Apartments Zoning: R-10 •� ~ _ `-< -- "Cmnwlth-1-2" Maintain 10' Horizontal - Separation From MH to Waterline Each Way. TMP 61W -3-14A 4/v/ rpo/rkrat Granite Park LP vl�rvi F. Poer & Company /.55 Acre i o f D.Ba 4280-632 ffPr4en(t Use' VacantResident! I Zoning: PR� /t/f/Ln APPROXIMATE LOCATION EXISTING 8" WATERLINE STATE ROUTE 852 COMMONWEALTH DR Variable R/W Width I � 0 1 f � � 1 1, I I ll�r 01/ ' APPROXIMATE LOCATION EXISTING 8" WATERLINE STATE ROUTE 852 COMMONWEALTH DR Variable R/W Width I I I 1 � � 1 1, I ri I 0 Ln 0 z y Q 0 z X Lv _W -- — -- - TMP 61W-3-15 Landmark at Granite Park LP C/O Marvin F. Poer & Company 4.503 Acres D.B. 4280-032 Present Use: Apartments Zoning: PRD 1 1 20 41 .! L - - : i EXI �I i t I I i 1 ,9 ri / �1 r l I 0 1 I 0 Ln 0 z y Q 0 z X Lv _W -- — -- - TMP 61W-3-15 Landmark at Granite Park LP C/O Marvin F. Poer & Company 4.503 Acres D.B. 4280-032 Present Use: Apartments Zoning: PRD 1 1 20 41 .! L - - : i EXI SOIL EROSION & SEDIMENT CONTROL SYMBOLS w UL lai•9' • L "UNIA 0140, ft= INOM Mw J w" TITLE KEY 3.01 SAFETY FENCE 3.02 CONSTRUCTION ENTRANCE 3.05 SILT FENCE 3.07 STORM DRAIN INLET PROTECTION ♦111110111910 1 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING 3.39 DUST CONTROL SOIL DIVIDE LIMITS OF DISTURBANCE EXISTING CONTOUR PROPOSED CONTOUR TMP 61W -3-14A � 7 � �, I i / / ,f ' ` j f / / % f IVn d k at Granite Park LP mark vi� F. Poer, & Comp�ny 0.55 Acre6 r I D.13'� 4280-632 Residential P dserilt Use� Vacant R id esi e Zoning: PR� q/ T7 I IJIZ�. I (eg mw�q j w ftftc 9 2' '?ILII �'� ES— � ,� , I I V I I I �,, / o 1 �� � l � `. 1 I :l e '� 6 11'� Ido ���I, ,%�' ���, �,,,1 , ' ,� � I I �} \\� \\ V TMP 61W1-100CA Open Space Parcel . . . ........ — Turtle Creek Condominiums D.B. 987-372 Present Use: Apartments Zoning: R-10 J C/) t. 0LL_ f X EXISTING SANITARY SEWER MANHOLE EXISTING 0 PVC SANITARY\,SEWER T=516.71ti inv=510.91 SEWER MANHOLE "CmnwIth-1-2" Maiintain 10' Horizontal- Sep)aration From MH to Watterline Each Way. APPROXIMATE LOCATION EXISTING 8" WATERLINE �,4 . ...... STATE ROUTE 852 COMMONWEALTH DR Variable R/W Width V) Z LIJ/ !q I TMP 61W-3-15 Landmark at Granite Park LP C/O Marvin F. Poer & Company 4.503 Acres D.B. 4280-032 Present Use: Apartments Zoning: PRD -- --- — -- -_j 20 0 20 40 60 SCALE: I"=20' EXI SEI\ EXISTING GROUND 70' MIN: fi• FILTER CLOTH 6" MIN. I A I SIDE ELEVATION 12' MIN.* 70' MIN. B WASHRACK I (OPTI❑NAL) VD❑T 41 I POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION T171 EXISTING PAVEMENT ' 5:1 MOUNTABLE BERM (❑PTI❑NAL) 10' MIN. EXISTING PAVEMENT 10'I MIN. i RE1Nt LJK tL LLJIVI Kt I t lltCH11V JIHLt SECTION A -A CONSTRUCTION ENTRANCE CE C7 Not to Scale ORIGINAL GROUND ELEV. EL=A Area 2 DRY STORAGE D2 67 CU. YD./ACRE EL=B Area 1 WET STORAGE 67 CU. YD./ACRE D1 (EXCAVATED) FILTER CLOTH ORIGINAL ROUND EL=C ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF ®INLET CLASS I RIPRAP �— UENGTH=6' /ERSION DIKE COARSE AGGREGATE — EXCAVATED FILTER CLOTH AREA ** COARSE AGGREGATE SHALL BE VDOT #3, #31F57 OR #5 OUTLET (PERSPECTIVE VIEW) Sediment Trap Design Data Weir Length DA Wet Vol. D1 Wet Vol. Dry Vol. D2 Dry Vol. No. A B C H (ft.) Z (ft.) (ft.) (Acs.) (Req.) (ft.)) Cy (Prov.) (Req.) (ft.) Cy (Prov.) 1 190.0 188.0 185.0 1.0 2 5 0.84 56.3 3.0 56 56.3 1.0 68 2 TEMPORARY SEDIMENT TRAP DETAIL (ST C7 Not to Scale GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER RUNOFF WATER SEDIMENT CONCRETE GUTTER 12" WIRE MESH FILTERED WATER 4 a — o.. a 4. FF aAn: 12" CURB INLIET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. INLET PROTECTION C7 Not to Scale 1. SET THE STAKES. 6' MAX. FLOW ,- ® I- 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW G SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) FI nw POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) `t 1 SILT FENCE (SF) C� Not to Scale 10% SETTLEMENT TEMPORARY DIVERSION DIKE (DD Not to Scale ORGANIC MULCH MATERIALS AND APPLICATION RATES April 30: RATES: Kentucky 31 Fescue MULCHES: NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 1; - 2 tons 70 - 90 lbs. Free from weeds and coarse May 1 through August 15: (Minimum 2 Kentucky 31 Fescue matter. Must be anchored. 2 lbs/acre; Foxtail tons for Add 20 lbs/acre Indian grass when slopes are greater Spread with mulch blower or 9I95 winter cover) August 16 through October 31: by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for Ian 1500 lbs. Add 20 lbs/acre Indian grass on winter cover or during hot, 3:1. to Coarse Spray dry periods.* Apply as Acrylic Emulsion 4�30 slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6r' C7�x.'rS :t ha. up to 1� lts., lengths. Air-dried. Do not X - - use in fine turf aeras. Apply - L;�; 5§:siI1V v�ri�:tf�is (r,g-.. Nn11Pc.). with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- I{YG�:' '? SFA. {�a£]. £a7 110 It75., dried. Treat with 12 lbs :� .. ].. nitrogen per ton. Do not rti t1':,+�' �i17 laic roll u*tsi7P6�,g, Ft2i§lz4 use in fine turf areas. Apply rite€ less tlsart 50 INs.J with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded r3AEl:S1tCC. turf areas. Apply with Bark a�Sra°t. t ]Ir. - mulch blower, chip handler, X or by hand. ' When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. MULCHING Not to Scale PERMANENT SEEDING SPECIFICATIONS February 16 through April 30: t^iORTIIa Kentucky 31 Fescue – 128 lbs/acre; Red Top Grass – 2 lbs/acre; Annual Rye – 20 lbs/acre. Add 20 lbs/acre Indian gross when slopes are greater than 3:1. Nozzle Gallons/Acre May 1 through August 15: Kentucky 31 Fescue – 128 lbs/acre; Red Top Grass – 2 lbs/acre; Foxtail Millet – 20 lbs/acre. Add 20 lbs/acre Indian grass when slopes are greater than 3:1. 9I95 iris August 16 through October 31: 9/i HKentlun �1 thFesu Fescue F b128 I��jjb a//cre; Red Top Grass – on °n -16 2 lbs/acre; }}APPnnual I%s%ac?e; than Tgtuck���bFs�scuae –� /acre�reRe�d9Op Ian Rye — 20 lbs/acre. Add 20 lbs/acre Indian grass on slopes greater than 3:1. to Coarse Spray MULCHING SPECIFICATIONS: Straw or hay at a rate of 2 tons/acre. Must be anchored. Spread with mulch blower or by hand. LIME AND FERTILIZER SPECIFICATIONS: Lime and fertilizer needs should be determined by soil tests. Soil tests may be preformed by the Cooperative Extension Service Soil Testing Laboratory at VPI&SU, or by a reputable commercial laboratory. Information concerning the State Soil Testing Laboratory is available from County Extension Agents. Under unusual conditions where it is not possible to obtain a soil test, the following soil amendments will be applied: For Permanent Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 1,000 lbs. per acre of 10-20-10 (23 lbs. per 1,000 square feet) or equivalent. For Temporary Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 600 lbs. per acre of 10-20-10 (10 lbs. per 1,000 square feet) or equivalent. �) PERMANENT SEEDING (PS) Not to Scale TEMPORARY SEEDING (TS Not to Scale 3. 7.25' PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL O, ,SECTION VIEW FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER 9 OUTLET PROTECTION OP C7 Not to Scale 0 TABLE 3.31-C t^iORTIIa SOl3`I"I1�' T;ENIPt71tARY SEEDING P'LA N r'1'ItkTERiALs, SE,EDIING RATES, AND DATES M. O PI..A1`J`7` Rate Adhesive (Adhesive: Water) Nozzle Gallons/Acre 4D SPECIES Asphalt Emulsion 7:1 iii sit 9I95 iris �aii 9/i C`Hf1RA✓vTEIS°rIC;S 4:1 :�crt St�(K} 0' Ian to tax to to to Coarse Spray 450 Acrylic Emulsion 4�30 ares f 11 a,�3c� 9�r I:rig C7�x.'rS :t ha. up to 1� lts., z !9)s. X - - Y - L;�; 5§:siI1V v�ri�:tf�is (r,g-.. Nn11Pc.). I{YG�:' '? SFA. {�a£]. £a7 110 It75., 2.3 I�?.5. :� .. ].. i{ rti t1':,+�' �i17 laic roll u*tsi7P6�,g, Ft2i§lz4 SS�^ea a t:ar�ule7 rite€ less tlsart 50 INs.J uvea. TbIsrazgs etzid and Itt1V r3AEl:S1tCC. f3EttJv3A.'d T�iCt,LE:T irk tbs. a�Sra°t. t ]Ir. - 3z X ti�r<rgsr-szaxnt'atzrst�t. Ii'ecs i¢t airst S�caria itsIL ',a) frcnc, ittav be ;adtiewi to surtAtrA�r rt;`�i!JilfiB, RYTiG[�,§6S' hS) lbs- I"/a 91>s, x :+s; X iC May be aat+Icci in uyixecs. "4`IiE1 nALsflitarrR kiSruBYa-iltant�p„1 TT t'I:Ib¢.lFp'�P L5 iJ b�`S et' - • �l - SCq+LLSti#i }ki�i6':&1.SRI tk{aj t.c�'if�aP�tss � ywd'r7{i,A �dU#l3 i,Tter${,.9 hot, §iiY St4tb'a d "ra . r:. etu uIa .£[wi acid, anft+rsily +tuE�. ',�Iay be �;c�a�rsnrt 25 rim. tsI!�rat;n I�fc x x - x x F warni :-:t„4 a£n�i te��. LIvSPEDIa7,A` iixr•. Tnlesates acid' s��rl;;. ;a9ay' @i; ;r3��s s4inttJa�ca} a5ic1esl tit axtixas. '� Northern I�ie:r1{trent c1 �+Itenr&aaiu rcgicatt, Sam Pietas 3.22<•1 and 3.22-2. €, Stiuthi;m pi�rs�ani and Coastal Paats. 3 c May %l' 1i5e4'l a5 a cover crop kr'36FH S�Pai.ng SG@i1i63g. May I� used as a cover crap tkit,Et fall see -ding. X I�IaSr be ¢rl�flec9 t�etwr;ett Chase dates. - )4'IaY r + h~b piarttef between these (fates. TEMPORARY SEEDING (TS Not to Scale 3. 7.25' PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL O, ,SECTION VIEW FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER 9 OUTLET PROTECTION OP C7 Not to Scale 0 SEEDING RATE t^iORTIIa SOl3`I"I1�' O PI..A1`J`7` Rate Adhesive (Adhesive: Water) Nozzle Gallons/Acre Anionic SPECIES Asphalt Emulsion 7:1 iii sit 9I95 iris �aii 9/i C`Hf1RA✓vTEIS°rIC;S 4:1 :�crt St�(K} 0' Ian to tax to to to Coarse Spray 450 Acrylic Emulsion 4�30 ares f 11 a,�3c� 9�r I:rig C7�x.'rS :t ha. up to 1� lts., z !9)s. X - - Y - L;�; 5§:siI1V v�ri�:tf�is (r,g-.. Nn11Pc.). I{YG�:' '? SFA. {�a£]. £a7 110 It75., 2.3 I�?.5. :� .. ].. i{ rti t1':,+�' �i17 laic roll u*tsi7P6�,g, Ft2i§lz4 SS�^ea a t:ar�ule7 rite€ less tlsart 50 INs.J uvea. TbIsrazgs etzid and Itt1V r3AEl:S1tCC. f3EttJv3A.'d T�iCt,LE:T irk tbs. a�Sra°t. t ]Ir. - 3z X ti�r<rgsr-szaxnt'atzrst�t. Ii'ecs i¢t airst S�caria itsIL ',a) frcnc, ittav be ;adtiewi to surtAtrA�r rt;`�i!JilfiB, RYTiG[�,§6S' hS) lbs- I"/a 91>s, x :+s; X iC May be aat+Icci in uyixecs. "4`IiE1 nALsflitarrR kiSruBYa-iltant�p„1 TT t'I:Ib¢.lFp'�P L5 iJ b�`S et' - • �l - SCq+LLSti#i }ki�i6':&1.SRI tk{aj t.c�'if�aP�tss � ywd'r7{i,A �dU#l3 i,Tter${,.9 hot, §iiY St4tb'a d "ra . r:. etu uIa .£[wi acid, anft+rsily +tuE�. ',�Iay be �;c�a�rsnrt 25 rim. tsI!�rat;n I�fc x x - x x F warni :-:t„4 a£n�i te��. LIvSPEDIa7,A` iixr•. Tnlesates acid' s��rl;;. ;a9ay' @i; ;r3��s s4inttJa�ca} a5ic1esl tit axtixas. '� Northern I�ie:r1{trent c1 �+Itenr&aaiu rcgicatt, Sam Pietas 3.22<•1 and 3.22-2. €, Stiuthi;m pi�rs�ani and Coastal Paats. 3 c May %l' 1i5e4'l a5 a cover crop kr'36FH S�Pai.ng SG@i1i63g. May I� used as a cover crap tkit,Et fall see -ding. X I�IaSr be ¢rl�flec9 t�etwr;ett Chase dates. - )4'IaY r + h~b piarttef between these (fates. TEMPORARY SEEDING (TS Not to Scale 3. 7.25' PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL O, ,SECTION VIEW FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER 9 OUTLET PROTECTION OP C7 Not to Scale 0 PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE T O SAFETY FENCE (SAF Not to Scale PERSPECTIVE VIEW METAL FENCE TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL k Application O Type of Rate Adhesive (Adhesive: Water) Nozzle Gallons/Acre Anionic Asphalt Emulsion PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE T O SAFETY FENCE (SAF Not to Scale PERSPECTIVE VIEW METAL FENCE TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL DUST CONTROL DC Not to Scale 10 0 00 0 CTS O U 0) � z OW W Z rl � Z W �.J W 0- Z z yj 0 � a Z_ E D N �b '1 0) 0 N r 't e �w J F- 121 R _, Z In 0 W Q o s N U OP JUSTI M: SHIMP > Lic. No. 45183 1P _IOIVALii� > 0 Date 07/22/2016 Scale N/A Sheet No. C7 OF 7 File No. 13.001 Water Application Dilution Type of Rate Adhesive (Adhesive: Water) Nozzle Gallons/Acre Anionic Asphalt Emulsion 7:1 Coarse Spray 1,200 Latex Emulsion 12.5:1 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 Acrylic Emulsion (Non -Traffic) 7:1 Coarse Spray 450 Acrylic Emulsion (Traffic) 3.5:1 Coarse Spray 350 DUST CONTROL DC Not to Scale 10 0 00 0 CTS O U 0) � z OW W Z rl � Z W �.J W 0- Z z yj 0 � a Z_ E D N �b '1 0) 0 N r 't e �w J F- 121 R _, Z In 0 W Q o s N U OP JUSTI M: SHIMP > Lic. No. 45183 1P _IOIVALii� > 0 Date 07/22/2016 Scale N/A Sheet No. C7 OF 7 File No. 13.001