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HomeMy WebLinkAboutSDP202200043 Plan - Submittal (First) 2022-06-13 (2)EROSION AND SEDIMENT CONTROL NOTES: PERIMETER CONTROL BMPs: ARRAY AREA SEED MIX: ALL EROSION AND SEDIMENT CONTROL WORK AND BMPs SHALL ADHERE TO THE FOLLOWING DOCUMENTS: 1. VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY, PERMIT # N 2. ALBEMARLE COUNTY ORDINANCE. 3. ALL WORK SHALL COMPLY WITH THE CONDITIONS OF THE PERMITS OBTAINED FOR THE PROJECT AND ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 4. DETENTION WILL BE CERTIFIED BY THE DESIGN ENGINEER. 5. RETENTION WILL BE CERTIFIED BY THE DESIGN ENGINEER. STANDARD STABILIZATION NOTES: 6. FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION MUST BE COMPLETED IN ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 7. ALL STABILIZED AREAS SHALL BE INSPECTED BY A QUALIFIED SWPPP INSPECTOR. TYPICAL CONSTRUCTION SEQUENCE: 8. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 9. CLEAR (GRUB IF NECESSARY) SITE FOR PERIMETER EROSION AND SEDIMENT CONTROLS (BMP'S) ONLY. 10. INSTALL TEMPORARY PERIMETER BMPs. 11. REMOVE TREES WITHIN THE FENCE AREAS. 12. INSTALL TEMPORARY SEDIMENT TRAPS. 13. ROUGH GRADE ROAD(S) AND LAYDOWN/MATERIAL STORAGE AREA IMPORTING MATERIAL AS NECESSARY FROM ON -SITE OR OFF -SITE SOURCE PER PROPOSED GRADES PROVIDED TO CREATE OR MAINTAIN POSITIVE DRAINAGE, UNLESS NOTED OTHERWISE. 14. CONSTRUCT THE SOLAR PLANT (INSTALL ARRAY AND MEDIUM VOLTAGE EQUIPMENT) 15. FINAL GRADE SITE ACCESS ROADS AND ENTRANCES. 16. PERFORM TEMPORARY STABILIZATION SEEDING OF DISTURBED AREAS IF REQUIRED. 17. CONSTRUCT PERMANENT STORMWATER CONTROLS. 18. STABILIZE ALL REMAINING DISTURBED AREAS WITH PERMANENT VEGETATION OR SITE SPECIFIC VEGETATION AS NOTED INCLUDING TOP SOILING, FERTILIZING, AND MULCHING, IF REQUIRED. 19. STABILIZATION OF ALL AREAS DISTURBED BY REMOVAL OF BMP'S WILL BE PERFORMED PRIOR TO FINAL INSPECTION. 20. ALL MAINTENANCE OF THE FINAL SITE AND PERMANENT BMP'S SHALL BE CONTROLLED BY SITE OWNER. 21. IF THE SEQUENCE OF CONSTRUCTION AND BMP INSTALLATION IS MODIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THESE CORRECTIONS TO UPDATE THE EROSION AND SEDIMENT CONTROL PLAN. THE CERTIFIED SWPCP DESIGNER SHALL UPDATE THE SWPPP. THESE CHANGES SHALL BE APPROVED BY THE AHJ PRIOR TO IMPLEMENTATION. INSPECTIONS AND MAINTENANCE OF BMP'S: 22. THE CERTIFIED SWPPP INSPECTOR SHALL INSPECT ALL DISCHARGE POINTS, DISTURBED AREAS, MATERIAL STORAGE AREAS, STRUCTURAL CONTROLS AND CONSTRUCTION ENTRANCES/EXITS IN ACCORDANCE WITH THE APPROVED SWPPP. ALL OBSERVATIONS AND INCIDENTS OF NON-COMPLIANCE, CORRECTIVE ACTIONS, AND MAINTENANCE SHALL BE RECORDED IN THE SWPPP INSPECTION REPORT. 23. INSPECTIONS OF BMP'S SHALL BE DOCUMENTED AND SIGNED BY THE SWPPP INSPECTOR AND PROVIDED TO PROJECT MANAGEMENT AND THE CONTRACTOR. 24. IF BMP INSPECTION REPORTS DO NOT IDENTIFY INCIDENCES OF NON-COMPLIANCE, THE BMP INSPECTION REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE SWPPP AND THE CGP. 25. IF REQUIRED, MAINTENANCE OF BMP'S SHALL BE CONDUCTED BY A QUALIFIED SWPPP INSTALLER AND SHALL OCCUR WITHIN 24 HOURS OF THE INSPECTION. 26. BMP'S DETAILED IN THE EROSION AND SEDIMENT CONTROL PLAN ARE ONLY AN ESTIMATE OF WHAT NEEDS TO BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION. IF BMP INSPECTIONS IDENTIFY AREAS OF THE PROJECT SITE WHERE PROPERLY INSTALLED BMP'S ARE NOT CONTROLLING FLOW OF SEDIMENT OFF -SITE, IT IS THE CONTRACTORS OBLIGATION TO IMPLEMENT COST EFFECTIVE/PRACTICAL BMP'S. 27. EROSION AND SEDIMENT CONTROL DRAWINGS ARE SUBJECT TO ADDITIONAL, NEW AND ALTERNATIVE BMP'S WHEN REQUESTED OR APPROVED BY THE ENGINEER, SWPPP INSPECTOR, SWPPP DESIGNER, OR AHJ. 28. IT IS THE RESPONSIBILITY OF THE SWPPP INSPECTOR TO IDENTIFY ALL INCIDENTS OF NON-COMPLIANCE, CORRECTIVE ACTIONS, AND MAINTENANCE AND ENSURE THAT PROJECT MANAGEMENT IS ALERTED TO ALL ISSUES. 29. SEDIMENT SHALL BE REMOVED WITHIN 24 HOURS OF SEDIMENT REACHING 1/2 HEIGHT OF PERIMETER BMPs. 30. SEDIMENT TRACKED OFF -SITE FROM CONSTRUCTION TRAFFIC SHALL BE REMOVED FROM PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY. 31. PERIMETER CONTROL BMPs SHALL BE CONSTRUCTED BEFORE UP -SLOPE GROUND COVER IS REMOVED. 32. CLEARING, GRUBBING, AND STUMPING MUST NOT OCCUR BEFORE PERIMETER CONTROL BMP INSTALLATION. 33. ALL PERIMETER CONTROL BMPs SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT WATER WILL NOT CONCENTRATE AT LOW POINTS AND SO THAT SMALL SWALES OR DEPRESSIONS THAT MAY CARRY SMALL CONCENTRATED FLOWS TO THE PERIMETER CONTROL BMP ARE DISSIPATED ALONG ITS LENGTH. 34. ENDS OF PERIMETER CONTROL BMPs SHALL BE BROUGHT UP -SLOPE SLIGHTLY SO THAT WATER PONDING WILL BE PREVENTED FROM FLOWING AROUND THE BMPs. 35. IF USED BENEATH A SLOPE, SILT FENCE SHOULD BE A MINIMUM OF 10 FEET FROM THE TOE OF THE SLOPE. 36. SILT FENCE SHALL BE TRENCHED IN. THE TRENCH SHALL BE MADE WITH A TRENCHER, CABLE LAYING MACHINE, SLICING MACHINE, OR OTHER SUITABLE DEVICE THAT WILL ENSURE AN ADEQUATELY UNIFORM TRENCH DEPTH. 37. WHERE 2 SECTIONS OF PREFABRICATED SILT FENCE ARE COMBINED INTO ONE RUN, THE END POSTS SHALL BE CONNECTED TOGETHER, NOT SIMPLY OVERLAPPED. 32. SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE. IN RUNOFF FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE: 32.1. AN ADDITIONAL RUN OF SILT FENCE SHALL BE PLACED UPSTREAM 32.2. THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED 32.3. ACCUMULATED SEDIMENT SHALL BE REMOVED 32.4. OTHER PRACTICES SHALL BE IMPLEMENTED. 33. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY z OF THE HEIGHT OF THE SILT FENCE. 34. ALL STOCKPILES SHALL BE ENCIRCLED WITH AN APPROPRIATE BMP SUCH AS SILT FENCE, FIBER ROLL, OR SEDIMENT LOGS. 35. SILT FENCE FABRIC SHALL MEET THE FOLLOWING SPECIFICATIONS: 35.1. MINIMUM TENSILE STENGTH = 120 LBS (ASTM D4632) 35.2. TENSILE STRENGTH AS 20% MAX ELONGATION = 50 LBS/IN (VTM 52) 35.3. MINIMUM PUNCTURE STRENGTH = 50 LBS (ASTM D 4833) 35.4. MINIMUM TEAR STRENGTH = 40 LBS (ASTM D4533) 35.5. MINIMUM WATER FLOW RATE = 0.2 GAL/SQ FT/MIN (ASTM 5141) 35.6. MINIMUM UV RADIATION STABILITY = 90% (ASTM G26) 35.6.1. REQUIREMENTS REDUCED BY 50% AFTER SIX MONTHS OF INSTALLATION. TEMPORARY SEDIMENT TRAPS: 36. TEMPORARY SEDIMENT TRAPS WILL BE SIZED BASED ON THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. SEDIMENT TRAPS WERE PLACED DOWN SLOPE OF GRADED OR OTHERWISE HIGHLY DISTURBED AREAS. 37. SEDIMENT TRAPS SHALL BE INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS IN SECTION #TBD OF THE STORMWATER POLLUTION PREVENTION PLAN. 38. SEDIMENT BASINS SHALL BE CLEANED BEFORE SEDIMENT ACCUMULATION EXCEEDS ONE HALF THE WET STORAGE CAPACITY OF THE BASIN OR THE SEDIMENT LEVEL REACHES 1 FT BELOW THE BOTTOM OF THE DEWATERING ORIFICE, WHICHEVER IS ACHIEVED FIRST. EROSION CONTROL: 39. SLOPE BLANKETS SHALL BE PLACED AND SECURED IN CHANNELS IMMEDIATELY FOLLOWING FINAL GRADE IN ACCORDANCE WITH THE STANDARD DETAIL SHEETS ON ESC-300. 40. IMMEDIATELY FOLLOWING FINAL GRADING, DISTURBED AREAS SHALL BE STABILIZED WITH WOOD CHIP MULCH OR DISC ANCHORED STRAW. 40.1. IF WOOD CHIP MULCH IS USED FOR STABILIZATION, PRIOR TO FINAL SEEDING, THE WOOD CHIPS SHALL EITHER BE REMOVED FROM THE SITE OR SHALL BE TILLED INTO THE SOIL WITH NITROGEN FERTILIZER. 40.2. IF DISC ANCHORED STRAW IS USED FOR STABILIZATION, NO ADDITIONAL ACTION IS REQUIRED PRIOR TO FINAL SEEDING. rnncnii . 41. IN GRADING AREAS, TOPSOIL SHALL BE STOCKPILED NEAR THE GRADING. FOLLOWING FINAL GRADE, TOPSOIL SHALL BE SPREAD EVENLY OVER GRADED AREA AND IMMEDIATELY SEEDED WITH A TEMPORARY SEED MIX. 42. IN AREAS THAT ARE TO REMAIN IMPERVIOUS POST -CONSTRUCTION (ROADS, EQUIPMENT PADS) TOPSOIL FROM EXCAVATIONS SHALL BE SPREAD EVENLY THROUGHOUT ARRAY AREA. PERMANENT SEEDING: 48. FINAL PERMANENT SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, IMPROVED CHANNELS, AND ANYWHERE SOIL IS DISTURBED INCLUDING 12' BEYOND PERIMETER FENCE. 49. SEEDING SHOULD BE PERFORMED WITH A NO -TILL SEED DRILL OR EQUIVALENT IN THE ARRAY AREA. 50. IN AREAS THAT CANNOT BE SEEDED WITH A DRILL, HAND SPREADING OR HYDROSEEDING MAY BE PERFORMED. 51. A HORTICULTURIST WITH LOCAL KNOWLEDGE SHALL BE CONSULTED FOR APPROPRIATE SEED MIX SELECTION AND PLACEMENT. 52. FINAL STABILIZATION SHALL BE ACHIEVED WHEN ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND A PERMANENT VEGETATIVE COVER HAS BEEN ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 53. SEEDS SELECTED FOR THE SEED MIX SHALL BE IN ACCORDANCE WITH: Table 2d - Site -Specific Seed Mixtures for Piedmont Area Seed Type Percentage of Seed Type Minimum Lawn Care (Commercial or Residential) - 175-200 Ibs per acre Turf -type tall fescue 95-100 Improved perennial ryegrass 0-5 Kentucky bluegrass 0-5 High -Maintenance Lawn - 200-250 Ibs per acre r Hi-Mvpr tall fesr ue 100 General Slope (3:1 or less) - 150 Ibs per acre Tall fescue 85 Red top grass 2 Seasonal nurse crop 13 Low -Maintenance Slope (Steeper than 3:1) - 150 Ibs per acre Tall fescue 72 Red top grass 2 Seasonal nurse crop' 13 Crownvetchx 13 'Use seasonal nurse crop in accordance with seeding dates as stated below. February 16 through April.................................................................................... annual rye May 1 through August 15................................................................................ foxtail millet August 16 through October.................................................................................. annual rye November through February.......................................................................... winter rye 'Substitute Serieea lespedeza for crownvetch east of Farmville, VA (May through September use hulled Sericea, all other periods, use unhulled Sencea)- If flatpea is used in lieu of crownvetch, increase rate to 20% of mixture. All legume seed must be properly inoculated- Weeping lovegrass may be added to any slope or low - maintenance mix during wanner seeding periods, add 10-20 Ibsfacre in mixes_ Note: For all areas apply mulch (straw) at a rate of 1.5 to 2 tons per acre (minimum 2 tons peracre from Novemberthrough February) Dig With QQi�Q au1l.com OWNER:THE 7 30 Q APPLE TREE TRUST SE TREES OSBORNE C & Q MARTHA T �( COSNER \ PARCEL ID: \ Go09300-00-00-047AO 1 °�°—� USE:RESIDENTIAL 5 TREES OWNER:VIRGINIA ELECTRIC & POWER CO. PARCEL ID: 09300-00-00-047LO USE:UTILITY 12 5 0 SftEEs 11 I N SEE ESC-203 w L O OWNER:SWEENEY,CAROLYN A PARCEL ID: 09300-00-00-047EO USE:RESIDENTIAL a m DENSE ca D SE TREES rx ��WrII BRUSH -T WETLAND CROS SEE DETAILS 1& AND DETAIL 1/C- SING #1 2/C-208 211 LEGEND ONINE ARRAY AREA O----------------- WETLAND STREAM BUFFER O(E) SURVEY MONUMENT ® — - - — PROPERTY LINE (E) OVERHEAD LINES & POLE © z (N) PERIMETER SECURITY FENCE (SEE C-300) O- - - - - SETBACK ® SITE GRAVEL ACCESS ROAD OLAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) 11 SILT FENCE 1Z — — — SITE SOILS BOUNDARY 13 ------------ BUILDABLE AREA 14ESE7277727= DRY SWALE WITH UNDER DRAIN 15 WOODCHIP MULCH 16 PERMANENT STABILIZATION 17 ............................. FLOOD PLANE DELINEATION 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR EROSION & SEDIMENT CONTROL - PHASE 1 0 200 4q0 SCALE: 1 = ZOO FEET(D Dig With QOQ(3 LEGEND ONINE ARRAY AREA O----------------- WETLAND STREAM BUFFER O(E) SURVEY MONUMENT ® — - - — PROPERTY LINE OEHF� (E) OVERHEAD LINES & POLE © z� (N) PERIMETER SECURITY FENCE (SEE C-300) O— — — — — SETBACK ® SITE GRAVEL ACCESS ROAD OLAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) 11 SILT FENCE 1Z — — — SITE SOILS BOUNDARY 13------------ BUILDABLE AREA 14ESE7277727= DRY SWALE WITH UNDER DRAIN 15 WOODCHIP MULCH TEMPORARY CONSTRUCTION 16 PERMANENT STABILIZATION ENS TREES c ENTRANCE OC D NSE TR 17 ••••••••••••••••••••••••••••• FLOOD PLANE DELINEATION 375 (E) MAJOR CONTOUR �_� _ - _ w y ti • 376 (E) MINOR CONTOUR --- -- �?" "-1001","" cz"" I' E T ES C� o H c7 1 g BR usH D :• I co M OWNER:PARHAM,RONALD N E BRUSH o D Q ' OR JANET K DENS TREES I o 1 I ro "' M PARCEL ID: 09300-00-00-047JO M USE:RESIDENTIAL OWNER:PARHAM, BRUSH O Q \ H woo D 892 / I BOBBY J OR PARCEL ID: 09300-00-00-047MO USE:RESIDENTIAL Q 15 \ n 3iJ2 T ES RUSH rn M � � 8 BR SH CO BRusH c a82 "' o r � 1 2 4 jpj RUS dp \ ao p ENS n BRUSH � I ' n raj m BRUSH � ' O \� a +�� r 14 DENSE TREES - a Ln BRUS �� n C� r \ m BRUSH m L N USH\ 2 I - �. a p � 1 6 ago • �. � �O BRUSH o _ 2 W. E 367. 1 . - o \ o��Enl.Tx 1 3 BRUSH � ��--Li:/Ul co " � 3 DARIN RAY GALLO Lic. No. 402058736 c; ENGINEERS w. SL v iAI.M 9N 7 O D S 4 ISSUED FOR PERMIT AA MM 06/08/2022 O 3 90% FOR CLIENT REVIEW AA MM 2 90% FOR CLIENT REVIEW AA MM 05/04/2022 04/17/2022 0 M d + 1 60% FOR CLIENT REVIEW AA MM 03/11/2022 u'j �8 0 _ _ _ +���� 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 O R �. RusH REV DESCRII'TION BY CHK DATE BRusH � o 6, d j EROSION & SEDIMENT CONTROL SITE ESC-202 PLAN - PH 1 Rf I EV $11GGI'IlT1.E SF[EEf NO. WETLAND CROSSING#1 n cV RIVANNA SOLAR SEE DETAILS 1&2/C-208 H 1l AND DETAIL 1 /C 211 O � ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 PRO�C•Cf DETAILS BRUSH �'" DE R SEE ESC-204 R s - -� ADAPTURE SOa 1 EROSION &SEDIMENT CONTROL -PHASE 1 RENEWABLES r�f SC -CO SCALE: 1" = 200' 0 200 4�FEET , SIERRA OV EPHEAR ANALYTIC6 ' DATE: 05/25/2022 DFTR ALEXASFEH CONFNEMI'NLTIYSTATEMENT MITCHELL T DBAWWG 5 THE MOPERTY OF EIERRA OVERHEAD 9 SCALE: AS SHOWN CHKD: T MFORMATION 5cONFlDENTIAL AND I3 M BE USED DI WithO©�© MENEZES CONNECTIONW WORK DESCRIBED BY SIERRA OVERHEAD ANAL C5. ONLY IN ANALYO NO PART 5TO BE DISCLOSED TO OTHERS WITHOUT W WITF.N PERM65ION PAPER SIZE: 24" X 36" ENGRRDAAR OWAY 5re ovERHEAD ANALYOCS FROM LEGEND NINEAREA a 36a SEE ESC-201 0 BRUSH — X 3 � 2 ••••••••••••••••- WETLAND STREAM BUFFER 0 � X 0 s' 4 8 O \ O � (E) SURVEY MONUMENT 30 ® PROPERTY LINE 362 a f o O EHP(E) OVERHEAD LINES &POLE o T E 35a _ _ __ RUSH © Z� (N) PERIMETER SECURITY FENCE (SEE C-300) - - ---- ----- SETBACK 43� _ _ /'� � ® � SITE GRAVEL ACCESS ROAD 358 O ` O LAYDOWN YARD +� 362 O D sE TR s 8 (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) 366 + I O £ BR SH SILT FENCE 11 O 1 I 1 DE EES •' - 374 _ - _ 18' , ` 12SITE SOILS BOUNDARY I I 378 882 � ENSE TR ----------- - BUILDABLE AREA I , I 2 ' _ ROAD CROSSING WETLAND #2 II SEE DETAILS 1 &2/C-209 14 DRY SWALE WITH UNDER DRAIN z I, l I m o ym AND DETAIL 2/C-211 v 15 WOODCHIP MULCH m a{I I 13' G FENCE AND ROAD CROSSIN I 16 � PERMANENT STABILIZATION P 3 UTILITY EASEMENT SEE C-213 �] ........................••••' FLOOD PLANE DELINEATION ` Rus 375 (E) MAJOR CONTOUR U DE E TREES 376 (E) MINOR CONTOUR I H - O 0 �+ 5 B US B U + 0 0 O , o P �ry SH I M I I I DENSE EE M _ m op m 1 , E N = N X EN E RE N I I - 388 )AKIN RAY GALLO Lic. No. 402058736 00 I III 3a2 O v BR SH � �FSSIONAL E�Oti wcwEERs M I I I I 3S0 37a \ O 4 ISSUED FOR PERMIT AA MM T06/08/2022 M I 3�4 3 90% FOR CLIENT REVIEW AA MM 05/04/2022 ��O 0 2 90% FOR CLIENT REVIEW AA MM 04/17/2022 Q � � 1 60%FOR CLIENT REVIEW AA MM 03/11/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 REV DESCREPTION BY CHK DATE M I a EROSION & SEDIMENT CONTROL SITE II I N I 376 378 RE PLAN - PH 1 ESC-203 I SHEGI'IlT1.E sF[EEf NO. A I 01 o= a o BRU H � RIVANNA SOLAR t I o� UI S Q o I rN I ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 Im 3T6 p / BRUSH PRo,ECf DETAIIS - I , r>N^) I SEE ESC-205 a ADAPTURE � SOa 1 EROSION &SEDIMENT CONTROL -PHASE 1 RENEWABLES �f SC SCALE: 1 = 200' 0 200 4rFEET , SIERRA OV EPHEAR ANALYTIC6 ' DATE: 05/25/2022 DFTR ALEX ASFEH cONFMENTUEFFYSTATEMENT `� MITCHELL Tws DRwwwctsTNE PROPERn of sIERRA ovEwibAnwrvnl.rncs. 9 O©U7© SCALE: AS SHOWN CHKD: TwseaFO WON IscONFmMBYWNDIsroeeusw DI WItFI MENEZES OND WORKOESCWBEDBY$OUT OVEFHEAD ALYev ANALYT 6OM PO T5 PART 6T0 BE DISCLOSw TOOTHERS WITHODT W WTTPN PERM65ION PAPER SIZE: 24"X36" ENGR GAAL OWAY sreRRA OVEP.HEAD ANALrncs FROM LEGEND 0 NINE ARRAY AREA 36o a w o SEE ESC-202 82 U ws� w O WETLAND STREAM BUFFER w uH � 3 � — (E) SURVEY MONUMENT PROPERTY LINE BRUSH i i ; (E) OVERHEAD LINES & POLE N I M(N) PERIMETER SECURITY FENCE (SEE C-300) M " SETBACK o A 20, - 390' R $ SITE GRAVEL ACCESS ROAD d <h � BRU O O o f f f LAYDOWN YARD O a BRUSH (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) DEN TREES o ` 30' M ff f f f X ff f ff f ff 11 SILT FENCE 1Z SITE SOILS BOUNDARY Y f OWNER:INGRAM, 13------------ BUILDABLE AREA 1 ANNE H 14ESE7277727= DRY SWALE WITH UNDER DRAIN Q PARCEL ID: N N 1 382 09300-00-00-052AO 15 � WOODCHIP MULCH USE:RESIDENTIAL .\ BRUSH E I B H 3g0 16 PERMANENT STABILIZATION \ I D 1 17 """"""""""""""' FLOOD PLANE DELINEATION 375 (E) MAJOR CONTOUR / I F w 376 (E) MINOR CONTOUR BR SH a � wsw I o O w ° BRu 2 324 i rD r u � DENSE TREES Q 3 320—�� 7g 4 6 + 6� DENSE TR S a + ROAD CROSSING WETLAND #3 o C SEE DETAILS 1&2/C-210 o q � � � �, AND DETAIL 1/C-212 ?? BRUSH + p 1 `� 13 in mB m p � O 1 / 7 / Op I'I O��gALTH 1 / DARIN RAY GALLO s s w a E � Lic. No. 402058736 �FSS G1 rONALE� wcwEERs i 0 '-moo Ox 4 ISSUED FOR PERMTT AA MM 06:OS/2022 / USH RUSH 1 1 / 3 90% FOR CLIENT REVIEW AA MM 05/04/2022 2 90%FOR CLIENT REVIEW AA MM 04/17/2022 1 60% FOR CLIENT REVIEW AA MM 03/11/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 3 11 q REV DESCRIPTION BY CHK DATE + ww EROSION & SEDIMENT CONTROL SITE ESC-204 / N 3062 6 U 12 PLAN - PH 1 SH IlT1.E 5NE NO RIVANNA SOLAR h �O >f Q • . ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 PFO,ECf DETAILS j O � //�/ `g� 100 SEE ESC-206 ADAPTURE SOa 1 EROSION &SEDIMENT CONTROL -PHASE 1 RENEWABLES �f SC r� SCALE: 1" = 200' 0 200 4gOFEET , SIERRA OV EP HE AR ANALYTIC6 ' DATE: 05/25/2022 DFTR ALEX ASFEH CONFMENTULTFYSTATWW MITCHELL T�DRwwwctsixE PROPERn of SIERRA ovEwibAnwrvALrncs. 9 SCALE: AS SHOWN CHKD: H68 ORMA ON coNEB ENnAL AND sroBEusED DI WithO©�© MENEZES CONN MQNW WOR DESCWBEDBY58i OVERHEADANALYO ON rm 3NO PART 5M BE D15CL M TOOTHERS WITHOUT WPSITE.N PERM65ION PAPER SIZE: 24" X 36" ENGR GAAL OWAY 5re 000P.HEAD ANALYOCS FROM LEGEND 390 SEE ESC-203 ARRAY AREA NINE DE E 31 8 O ----------------- WETLAND STREAM BUFFER 12 (E) SURVEY MONUMENT 382 PROPERTY LINE ,j1°� sH O EHP� (E) OVERHEAD LINES & POLE 5 ,37p rye © Z� (N) PERIMETER SECURITY FENCE (SEE C-300) I O DE SE RE 5 MORRIS,LLSA GAIL � ' ° v n o SETBACK ® SITE GRAVEL ACCESS ROAD PARCEL ID: U I 09300-00-00-0460 0 O 0 LAYDOWN YARD USE:RESIDENTIAL 3�4 ; D " o� m`O o (N) ACCESS GATE AT SITE MAIN ENTRANCE 10 (C-300) 3760 I O 378 D O oQ n�rymoco 11 SILT FENCE cn 5 SITE SOILS BOUNDARY 3e? M \ ------------ BUILDABLE AREA 86 D R\35p 14 DRY SWALE WITH UNDER DRAIN 286 0 O 52 10 15 WOODCHIP MULCH p yryo 16 PERMANENT STABILIZATION I s FENCE CROSSING E s` UTILITY I '" n��0� �] ............................. FLOOD PLANE DELINEATION III 4 EASEMENT M o o0 6 9ti�� 375 (E) MAJOR CONTOUR _ - 376 (E) MINOR CONTOUR II D SE E S I Q a PERMANENT - ENTRANCE F o / \ /�� B USH 12 I 3�o Q 4 10 �� f o a fh i 50 ZONE "X" ° ,- I �s 8 v, m �7 V7 ' m n �sA am OWNER:YOWELL,ROBERT;LINDA U YOWELL;SCOTT YOWELL & DARIN RAY GALLO Lic. No. 402058736 I,o SIMON J I3 STAPLETON,TTEES PARCEL ID: 09300-00-00-05000 SSIONALE�O ENOWEERS USE:RESIDENTIAL AMB 4 ISSUED FOR PERMIT AA MM 1 08/2022 3 90% FOR CLIENT REVIEW AA MM 05/04/2022 / 2 90% FOR CLIENT REVIEW AA MM 04/17/2022 / 1 60% FOR CLIENT REVIEW AA MM 03/11/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 REV DESCRIPTION BY CHK DATE EROSION & SEDIMENT CONTROLSITE ESC-205 PLAN - PH 1 SHG IlT1.E 5NE NO. RIVANNA SOLAR i t+ ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 f PRO�ECf DETAILS \ .......................... r .... .... . ADAPTURE soa 1 EROSION &SEDIMENT CONTROL -PHASE 1 RENEWABLE S �+ rrff S^-L0 SCALE: 1 = 200� 0 200 4gOFEET , SIERRA OV EP HE AR ANALYTIC6 ' DATE: 05/25/2022 DFTR ALEXASFEH CONFMENTULTFYSTATEMENT MITCHELL T�DRwwwctsTHE PROPERn of sIERRA ovEwibAnwrvALrncs. 9 SCALE: ASSHOWN CHKD: H68 ORMA ON coNEB EN UL AND sroBEusED DI WithO©�© MENEZES CONN MQNW WOR DESCWBEDBY58i OVERHEADANALYO ON rm 3NO RIN PART 5M BE D15CL05ED TOOTHERS WITHOUT WPSITE.N PERM65ION PAPER SIZE: 24" X 36 ENGRRGAAL OWAY 5re ovERHEAD ANALYOCS FROM LEGEND 50�o SEE ESC-204 326 p 11 28330 3 6 AREA 0 NINE O----------------- WETLAND STREAM BUFFER 3 (E) SURVEY MONUMENT r ZONE 310 PROPERTY LINE 17 O EHF� (E) OVERHEAD LINES & POLE (N) PERIMETER SECURITY FENCE (SEE C-300) 9 ] - - - - - SETBACK 326 �20 31$ 314 � 11 ZONE 4 290 ti°j� � - 292 0 11 29 A ti i It ® � SITE GRAVEL ACCESS ROAD O 0 LAYDOWN YARD (N) ACCESS GATE AT SITE MAIN ENTRANCE 10 g 30' 2aa (c-300) 310 316=314 2� SILT FENCE 82p 326 �2 — — — SITE SOILS BOUNDARY 33p �3------------ BUILDABLE AREA i 8 14 DRY SWALE WITH UNDER DRAIN 15 WOODCHIP MULCH 12 16 PERMANENT STABILIZATION �] """"""""""""""' FLOOD PLANE DELINEATION OWNER:SCHARER,GREGORY E & WENDY A;TRS OF THE 375 (E) MAJOR CONTOUR SCHARER FAMILY PARCEL ID: 09300-00-00-05000 376 (E) MINOR CONTOUR LISE:RESIDENTIAL •l i i .t .t 4 4 1, i� i� _ � it •tt m m m to n v, `hk .k TH pF Lf G RAY GALLO ...........................................__ Lic. No. 402058736 .................. _. ....M1..l...l Ow V FSSIONALE�Ol ENGINEERS 4 ISSUED FOR PERMIT AA MM 06/08/2022 • 3 90% FOR CLIENT REVIEW AA MM 05/04/2022 2 90%FOR CLIENT REVIEW AA MM 04/17/2022 1 60% FOR CLIENT REVIEW AA MM 03/11/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 REV DESCRIPTION BY CHK DATE EROSION & SEDIMENT CONTROL SITE ESC-206 PLAN - PH 1 \ SHEET IlT1.E 511EET NO. RIVANNA SOLAR ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 PROPUDETMU3 %JI)11 ADAPTURE SOa 1 EROSION &SEDIMENT CONTROL -PHASE 1 RENEWABLES SC-20 200 SCALE: 1 = 200' 0 4 gOFEET SIERRA OV EPHEAR ANALYTIC6 , ' DATE: 05/25/2022 DFTR ALEXASFEH CONFIDEMI'IAMTYSTATEMENT MITCHELL TINS DRAWING 5 THE PROPERTY OF 5IF.RRA OVER11EAD 9 SCALE: AS SHOWN CHKD: THIS INFORMATION 5 OONIroTUAND ENL IS M BE USED DI WithO©�© MENEZES CONNECNON WHH WORK DESCRIBED BY SBIRRA OVERHEAD ANALYH(5. ONLY Ev ANALYO NO PART 5TO BE DISCLOSED TO OTHERS WITHOUT WRTITEN TERM65ION PAPER SIZE: 24"X36" ENGR GAAL OWAY 5re OVERHEAD ANALYOCS FROM au1l.com LEGEND ONINE ARRAY AREA O----------------- WETLAND STREAM BUFFER O(E) SURVEY MONUMENT ® - - - - PROPERTY LINE (E) OVERHEAD LINES & POLE © z� (N) PERIMETER SECURITY FENCE (SEE C-300) O- - - - - SETBACK ® SITE GRAVEL ACCESS ROAD OLAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) 11 SILT FENCE 1Z - - - SITE SOILS BOUNDARY 13------------ BUILDABLE AREA 14ESE7277727= DRY SWALE WITH UNDER DRAIN 15 WOODCHIP MULCH 16 PERMANENT STABILIZATION 17 ............................. FLOOD PLANE DELINEATION 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR SEE ESC-210 EROSION & SEDIMENT CONTROL - PHASE 2 o Zoo aqo SCALE: 1 = 200 FEET Dig With GOIDQ LEGEND ONINE ARRAY AREA O----------------- WETLAND STREAM BUFFER O(E) SURVEY MONUMENT ® — - - — PROPERTY LINE OEHP� (E) OVERHEAD LINES & POLE © z� (N) PERIMETER SECURITY FENCE (SEE C-300) O— — — — — SETBACK ® SITE GRAVEL ACCESS ROAD OLAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) 11 SILT FENCE 1Z — — — SITE SOILS BOUNDARY 13------------ BUILDABLE AREA 14ESE7277727= DRY SWALE WITH UNDER DRAIN 15 WOODCHIP MULCH TEMPORARY CONSTRUCTION 16 � PERMANENT STABILIZATION ENS TREES c ENTRANCE OC D NSE TR 17 ............................. FLOOD PLANE DELINEATION 8 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR ' - -'O Q"• -. ZOO-, 1 1 - _'.• �,`•-;_.., .•-' •- . - i E T ES DE sE rREEs � _ o H o_ I `s aRus D l 5 I N M 4� OWNER:PARHAM,RONALD o 0 BRUSH co E OR JANET K DENS TREEsI I `'ro PARCEL ID: 09300-00-00-047JO USE:RESIDENTIAL OWNER:PARHAM, BRu H 0 \ 15 BOBBY J OR RUTH A �92 PARCEL ID: I 09300-00-00-047MO D USE:RESIDENTIAL () T ES i R SH M 1 B BR SH � g s 4 i RUS ENS BRUSH raj m BRUS ' o a DENSE TREES � O Ln m BRUS Ma BRUSH // r \ m / � I rI D S E S \ \ 00 �O BRUSH W. E p 367. 1 o � 15' —� _35' � BRusH � ��-- " � 3 DARIN RAY GALLO Lic. No. 402058736 "V��OpFSSIO NAL E�01�`tty wcwEERs iAIA' 9N 4 ISSUED FOR PERMIT AA MM 06/08/2022 3 90%FOR CLIENT REVIEW AA MM 2 90%FOR CLIENT REVIEW AA MM 05/04/2022 04/17/2022 0 a M d 1 60% FOR CLIENT REVIEW AA MM 03/11/2022 C' � }dj _ _ _ 0 30%FOR CLIENT REVIEW AA MM 02/11/2022 REV DESCRIPTION BY CHK DATE I BRu H 6, o � EROSION & SEDIMENT CONTROL SITE ESC-209 R A PLAN - PH 2 � $HGGI' IlT1.E sF[EEf NO. I WETLAND CROSSING#1 C�, 30' RIVANNA SOLAR SEE DETAILS 1&2/C-208 AND DETAIL 1/C-211 �� S O Q ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 /LON:-78.402635 O PP.O,C•Cf DETAILS RU B USH --- � w o v %JI)11 S j DE R d s SEE ESC-211 R 5 ADAPTURE SOa 1 EROSION &SEDIMENT CONTROL -PHASE 2 RENEWABLES r�f SC SCALE: 1" = 200' 0 200 4�FEET , SIERRA OV EPHEAR ANALYTIC6 ' DATE: 05/25/2022 DFTR ALEX ASFEH CONFTDEMT'N STATEMENT MITCHELL TT+6 DRwwwctslNE PROPERn of SIERRA ovEwibAnwrvALrncs. 9 O©(D© SCALE: AS SHOWN CHKD: H6WFOR WON coNEBMBYWNDISTO BEusw DI WItFI IyIE'I\JEZES CONNECTION WffH WORKOFSCFIBEDBY $�RRAOVERHEAD A= ANALYT16 N0 PART 5M BE D6CLOsw TOOTHERs WITHODT WPSITE.N PERM65ION PAPER SIZE: 24" X 36" ENGR GAAL OWAY sTFRR< 000P.HEAD ANA=CS FROM LEGEND NINEARRAY AREA a 36a SEE ESC-208 op - X RUSH 3 � 2 ••••••••••••••••- WETLAND STREAM BUFFER o � o 4 s' x O \ O � (E) SURVEY MONUMENT 366 30 PROPERTY LINE o - ` (E) OVERHEAD LINES &POLE _ RUSH (N) PERIMETER SECURITY FENCE (SEE C-300) SETBACK SITE GRAVEL ACCESS ROAD LAYDOWN YARD 362 O D sE TR s 8 (N) ACCESS GATE AT SITE MAIN ENTRANCE 366 - b I 10 (C-300) I � SH BR SH SILT FENCE O 11 1 I ' DE •'' EES 374 _ - 1$' , 12 SITE SOILS BOUNDARY I 378 v EN BUILDABLE AREA 2 ROAD CROSSING WETLAND #2 SEE DETAILS 1 &2/C-209 14 DRY SWALE WITH UNDER DRAIN l I , I m o ym AND DETAIL 2/C-211 II� 15 WOODCHIP MULCH a{I I1 3g2 PERMANENT STABILIZATION I 88' FENCE AND ROAD CROSSING FLOOD PLANE DELINEATION UTILITY EASEMENT BR I SEE C-213 Rus 375 (E) MAJOR CONTOUR I D DE E TREES I S 376 (E) MINOR CONTOUR I I= I H - 0 II .. cam. ..... . . 0 B U O o o - 20' O BR D REE 9 � y Iy^ry 1y I `n SH I I p Y` 0 I I I DENSE EE 39 8 I _ � .j•• op m m m m , N III 0 5E 0 4 O��leALTHOF`f� i 390 I I - 388 J DARIN RAY GALLO I Lic. No. 402058736 _ �FSSIONAL I 3a2 O v z�w E�Oti III I 3S0 37a BR SH \ O 4 ISSUED FOR PERMTT AA MM1 wcwEERs T 06/OS/2022 I gla - 3 90% FOR CLIENT REVIEW AA MM 05/04/2022 I a � 2 90%FOR CLIENT REVIEW AA MM 04/17/2022 1- 1 60%FOR CLIENT REVIEW AA MM 03/11/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 REV DESCRII'TION BY CHK DATE EROSION & SEDIMENT CONTROL SITE I 378 RE ESC-210 PLAN - PH 2 SHEGI'IlT1.E sF[EEf NO. :� � RIVANNA SOLAR t u i s � I rN I ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 A„ 3T6 p RUSH PROIE DETMI I � - Ng e,6� SEE ESC-212 ADAPTURE � SOa 1 EROSION &SEDIMENT CONTROL -PHASE 2 RENEWABLES SC-21 200 SCALE: 1" = 200' 0 4 gOFEET , SIERRA OV EPHEAR ANALYTIC6 ' DATE: 05/25/2022 DFTR ALEXASFEH cONFMENTUEFFYSTATEMENT `� MITCHELL Tws DRwwwctsTNE PROPERn of sIERRA ovEwibAnwrvnl.rncs. DI WItFI MENEZES OND WORK OFSCWBEDBY$OM OVEFHEAD 9 O©U7© SCALE: AS SHOWN CHKD: TwseaFOR WO lscoNFmwTIAI.ANDIsroeeuswoA= ANALYT 6OM PO T5 PART 6T0 BE DISCLOSw TOOTHERs WITHOOT W WTTPN PERM65ION PAPER SIZE: 24"X36" ENGR GAAL OWAY sreRRA OVEP.HEAD ANALrncs FROM LEGEND SEE ESC-209 NINE ARRAY AREA u ws Q s O----------------- WETLAND STREAM BUFFER w uH (E) SURVEY MONUMENT PROPERTY LINE 1 B ; BRUSH i O EHF� (E) OVERHEAD LINES & POLE `/JCO N M 3 (N) PERIMETER SECURITY FENCE (SEE C-300) OSETBACK \ o A 20, 50' " ' 390 R $ � SITE GRAVEL ACCESS ROAD O O o )USH O LAYDOWN YARD Q A 6 O (N) ( ACCESS GATE AT SITE MAIN ENTRANCE 0) )' 1 301 11 SILT FENCE DEN TREES o e u H \ 7 O M OWNER:INGRAM, 1Z SITE SOILS BOUNDARY 13------------ BUILDABLE AREA ° 384 ANNE H 14 DRY SWALE WITH UNDER DRAIN O 14 PARCEL ID: 09300-00-00-052A0 15 WOODCHIP MULCH 1 382 U ,E:RESIDENTIAL BRUSH E I B H 380 16 PERMANENT STABILIZATION 1 I �] FLOOD PLANE DELINEATION 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR BR SH Q a o w wsw O D ° BRu 324 i 320—� U J 0 z DENSE TREES Q 3 78 4 yl\ / DENSE TR S a ROAD CROSSING WETLAND #3 o C SEE DETAILS 1&2/C-210 0. q AND DETAIL 1/C-212 y D 3?? BRUSH w�? s p o ' 1 p DO a I m B m cmil G7 n 0 8 � 1 / 1 / EAI Tx op 1 / DARIN RAY GALLO Lic. No. 402058736 � ��tv �FSSIONALE�Oti s s / ENGINEERS 0 '-moo Ox 4 ISSUED FOR PERMAA MM PERMIT 06/OS/2022 --- BRUSH 3 90% FOR CLIENT REVIEW AA MM 05/04/2022 SILT FENCE 2 90% FOR CLIENT REVIEW AA MM 04/17/2022 BAFFLE 1 60% FOR CLIENT REVIEW AA MM 03/11/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 384 REV DESCRIPTION BY CHK DATE / 3�43j88oa B AEROSION & SEDIMENT CONTROL SITE / ESC-211 3j0 PLAN - PH 2 3�8 SHEET IlT1.E 511EEf NO. `b RIVANNA SOLAR o h �O Q • . ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 PRO�ECf DETAILS j O O SEE ESC-213 ADAPTURE SOa 1 EROSION &SEDIMENT CONTROL -PHASE 2 RENEWABLES SC-21 SCALE: 1" = 200' 0 200 4rFEET , SIERRA OV EPHEAR ANALYTIC6 ' DATE: 05/25/2022 DFTR ALEXASFEH CONFMENiuL STATEMEWF MITCHELL T DRAVMG 5 THE PROPERTY OF SIERRA OVERI1EAD 9 SCALE: AS SHOWN CHKD: i MFORMAnON 5 cONEroE L AND IS M BE USED DI WithO©�© MENEZES CONNECNON WHH WORK DESCRIBED BY SIERRA OVERHEAD ANALYH(5. ONLY Rv ANALYO NO PART 6T0 BE DISCLOSED TO OTHERS WITHOUT WRTITEN TERM65ION PAPER SIZE: 24"X36" ENGR GAAL OWAY 5re OVERHEAD ANALYOCS FROM LEGEND 340SEE ESC-210 - ��� I ARRAY AREA 0 �������ER -- 3 88 _ DE E 50 37 8 O •---------------- WETLAND STREAM BUFFER 384 _ 3S' o a ° 380 O (E) SURVEY MONUMENT PROPERTY LINE 0�0 �aA H O EHP� (E) OVERHEAD LINES & POLE 5Irl ,37p n��6 © Z� (N) PERIMETER SECURITY FENCE (SEE C-300) p I O OWNER: DE SE RE S MORRIS,LLSA GAIL � 15' 1 5 a v n � 0 SETBACK ® SITE GRAVEL ACCESS ROAD PARCEL ID: U I 09300-00-00-0460 Q O 0 LAYDOWN YARD USE:RESIDENTIAL 3�4 ; (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) O 378 p O oQti��, 11 SILT FENCE 3e? cn M 5 12 — — — SITE SOILS BOUNDARY \ ------------ BUILDABLEAREA ��35p 14 DRY SWALE WITH UNDER DRAIN WOODCHIP MULCH ° �flp 16 PERMANENT STABILIZATION hryo I s FENCE CROSSING E s- UTILITY I o" ............................. FLOOD PLANE DELINEATION EASEMENT �ti 375 (E) MAJOR CONTOUR °y 376 (E) MINOR CONTOUR I SE D E S � � 6 0 0 PERMANENT ENTRANCE 3$ 8 USH MH 10 ,�o o 0 , 0 o a v n � M a 50 I �B O V, I m VV �7 V7 OWNER:YOWELL,ROBERT;LINDA U YOWELL;SCOTT YOWELL & DARIN RAY GALLO Lic. No. 402058736 I,o SIMON J I3 STAPLETON,TTEES PARCEL ID: 09300-00-00-05000 SSIONALE�O ENOWEERS USE:RESIDENTIAL AMB 4 ISSUED FOR PERMIT AA MM 06/08/2022 3 90% FOR CLIENT REVIEW AA MM 05/04/2022 / 2 90% FOR CLIENT REVIEW AA MM 04/17/2022 / 1 60% FOR CLIENT REVIEW AA MM 03/11/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 REV DESCRIPTION BY CHK DATE EROSION & SEDIMENT CONTROL SITE ESC-212 PLAN - PH 2 SHG IIT,.E 5NE NO. RIVANNA SOLAR i t+ ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 f PP.O,ECf DETAILS \ .......................... r .... .... . ADAPTURE soa 1 EROSION &SEDIMENT CONTROL -PHASE 2 RENEWABLE S SC-21 SCALE: 1" = 200' 0 200 4gOFEET , SIERRA OV EPHEAR ANALYTIC6 ' DATE: 05/25/2022 DFTR ALEX ASFEH CONPmENTULTPYSTATEMENT MITCHELL T16 DRwwwcLSTHE PROPERn of sIERRA ovEwibAnANALrncs. 9 O©�© SCALE: AS SHOWN CHKD: H68 ORMA ON coNEB EN UL AND sroBEusED DI With MENEZES CONNMQNW WOR DESCWBEDBYWOVEFHEADANALYO ON rm NO PART 5M BE D6CL MTOOTHERS WITHOUT WPSITP.N PERM65ION PAPER SIZE: 24" X 36 ENGRRDAAR OWAY 5re ovERHEAD ANALYOCS FlOM LEGEND 50 � SEE ESC-211 O NINE ARRAY AREA 1 5 d o 328330 O----------------- WETLAND STREAM BUFFER 11 11 ZONEPROPERTY r 326 p (�1J��i8� 11 3 6 (E) SURVEY MONUMENT LINE M 501 3 O EHF� (E) OVERHEAD LINES &POLE T9 (N) PERIMETER SECURITY FENCE (SEE C-300) ] - - - - - SETBACK 326 290 ti SITE GRAVEL ACCESS ROAD 31$ - 292 It O 0 LAYDOWN YARD 314 l0 "All Z O N E A 29 0 (N) ACCESS GATE AT SITE MAIN ENTRANCE 10 g (C-300) �301 2� 2 310 316=314 2� SILT FENCE 82p 326 �2 — — — SITE SOILS BOUNDARY 33p �3------------ BUILDABLE AREA i 8 14 DRY SWALE WITH UNDER DRAIN 15 WOODCHIP MULCH 16 PERMANENT STABILIZATION �] """"""""""""""' FLOOD PLANE DELINEATION O W NER: SCHARER, GREGORY E & WENDY 375 (E) MAJOR CONTOUR A;TRS OF THE SCHARER 376 (E) MINOR CONTOUR FAMILY PARCELID: it 09300-00-00-05000 / LISE:RESIDENTIAL •l i i .t .t 4 4 1, i� i� _ � it •tt m m m n N `hk .k k 4 O��gAIT$pF`IC (� RAY GALLO ...........................................-- Lic. No. 402058736 .................. _. ....M1..l...l Ow V FSSIONALE�Ol ENGINEERS 4 ISSUED FOR PEFAM I AA I MM 06/08/2022 • 3 90% FOR CLIENT REVIEW AA MM 05/04/2022 2 90%FOR CLIENT REVIEW AA MM 04/17/2022 -...,, 1 60% FOR CLIENT REVIEW AA MM 03/11/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 REV DESCRIPTION BY CHK DATE EROSION & SEDIMENT CONTROL SITE ESC-213 PLAN - PH 2 \ SHEET IlT1.E 511EET NO. RIVANNA SOLAR ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 PROPUDETMU3 %JI)11 ADAPTURE SOa 1 EROSION &SEDIMENT CONTROL -PHASE 2 RENEWABLES SC-21 SCALE: 1 u = 200' 0 200 4gOFEET SIERRA OV EPHEAR ANALYTIC6 , ' DATE: 05/25/2022 DFTR ALEXASFEH CONFIDEMI'IAMTYSTATEMEHT MITCHELL TINS DBAWWG 5THE MOPERTY OF 5IERRA OVERHEAD 9 SCALE: AS SHOWN CHKD: THIS INFORMATION 5 OONFIDENTUL AND IS M BE USED DI WithO©�© MENEZES CONNECNON WHH WORK DESCRIB®BY 581 OVERHEAD ANAL C5. ONLY Ev ANALYO NO PART 5TO BE DISCLOSED TO OTHERS WITHOUT WRTITEN PFRM65ION PAPER SIZE: 24"X36" ENGR GAAL OWAY 5re OVERHEAD ANALYOCS FROM .. .. .. .. .. . ADYMAIII! I Ira v811.com a ik�#,I=c ca DENSE 0 D SE TREES 11 SftEES �% 5 HP DEN TR ES tip NP LEGEND ONINE ARRAY AREA O----------------- WETLAND STREAM BUFFER O(E) SURVEY MONUMENT ® - - - - PROPERTY LINE (E) OVERHEAD LINES & POLE © z� (N) PERIMETER SECURITY FENCE (SEE C-300) O- - - - - SETBACK ® SITE GRAVEL ACCESS ROAD OLAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) 11 SILT FENCE 1Z - - - SITE SOILS BOUNDARY 13 ------------ BUILDABLE AREA 14ESE7277727= DRY SWALE WITH UNDER DRAIN 15 WOODCHIP MULCH 16 PERMANENT STABILIZATION 17 ............................. FLOOD PLANE DELINEATION 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR EROSION & SEDIMENT CONTROL - PHASE 3 0 200 4q0 SCALE: 1 = ZOO FEET(o Dig With GOIDQ R TEMPORARY CONSTRUCTION = ENTRANCE a a 1111111111111::::111911111111........ HEIR 14 BRUSH 2 7 WETLAND CROSSING#1 SEE DETAILS 1&2/C-208 AND DETAIL 1/C-211 49 15' � 15 BRUSH m N 4 �f E T ES TREES _ o \I& ° OWNER:PARHAM,RONALD E OR JANET K PARCEL ID: 09300-00-00-047JO USE:RESIDENTIAL :nn■In.aennnnn■n mnnnmm�nnnnnn Iona 01 OWNER:PARHAM, BOBBY JOR RUTH A PARCEL ID: 09300-00-00-047MO USE:RESIDENTIAL ,130' BRUSH TREES — u r. d LEGEND \ NINE ARRAY AREA O----------------- WETLAND STREAM BUFFER O(E) SURVEY MONUMENT ® — - - — PROPERTY LINE (E) OVERHEAD LINES & POLE © z (N) PERIMETER SECURITY FENCE (SEE C-300) O- - - - - SETBACK ® SITE GRAVEL ACCESS ROAD OLAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) 11 SILT FENCE 1Z — — — SITE SOILS BOUNDARY 13 ------------ BUILDABLE AREA 14ESE7277727= DRY SWALE WITH UNDER DRAIN 15 WOODCHIP MULCH 16 PERMANENT STABILIZATION 17 ............................. 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I r 'I 0 TREES 0 m DENSE TREES Awe DENSE ROAD CROSSING WETLAND #3 SEE DETAILS 1&2/C-210 AND DETAIL 1/C-212 `.?, Y / 0 0 lo� L1 0 11 n 14 01 7 SIMMI J SEE ESC-216 BRUSH / 0 `oo BRUSH 1 OWNER:INGRAM, ANNE H PARCEL ID: 09300-00-00-052AO USE:RESIDENTIAL SEE ESC-220 3 m LEGEND ONINE ARRAY AREA O----------------- WETLAND STREAM BUFFER O(E) SURVEY MONUMENT ® — - - — PROPERTY LINE (E) OVERHEAD LINES & POLE © z� (N) PERIMETER SECURITY FENCE (SEE C-300) O- - - - - SETBACK ® SITE GRAVEL ACCESS ROAD OLAYDOWN YARD �O (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) 11 SILT FENCE 1Z — — — SITE SOILS BOUNDARY �3 ------------ BUILDABLE AREA 14ESE7277727= DRY SWALE WITH UNDER DRAIN 15 WOODCHIP MULCH 1B PERMANENT STABILIZATION �] ............................. FLOOD PLANE DELINEATION 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR EROSION & SEDIMENT CONTROL - PHASE 3 0 200 4q0 SCALE: 1 = ZOO FEET(o Dig With GOIDQ LEGEND SEE I390 _ NINE ARRAY AREA 50 ••••••••••••••••- WETLAND STREAM BUFFER 384 _ 35' 0 6 o 38� O (E) SURVEY MONUMENT m 7 _ -, 382 PROPERTY LINE � j1`O sH O EHP � (E) OVERHEAD LINES & POLE 5 37p ' (N) PERIMETER SECURITY FENCE (SEE C-300) p I O OWNER: DE SE RE S MORRIS,LLSA C GAIL 15' 0 o SETBACK ® SITE GRAVEL ACCESS ROAD I PARCEL ID: 09300-00-00-0460 1 � O LAYDOWN YARD USE:RESIDENTIAL 3�4 ; " ow �O I o (N) ACCESS GATE AT SITE MAIN ENTRANCE 10 (C-300) O 3760 378 D O I gory 11 SILT FENCE — — — SITE SOILS BOUNDARY ------------ BUILDABLE AREA 3� 35p 14 DRY SWALE WITH UNDER DRAIN 16 15 WOODCHIP MULCH r 16 PERMANENT STABILIZATION FENCE CROSSING E s- UTILITY I fO �pP ° 17 ........................••••• FLOOD PLANE DELINEATION EASEMENT �ti�� 375 (E) MAJOR CONTOUR 6 376 (E) MINOR CONTOUR 0 h � D PERMANENT I 8 11 ENTRANCE o / 8 USH ,�O ^� o I D o O Y n � fh o i 50' ZONE "X" , I �B O V, I m �7 m ' m IX n OWNER:YOWELL,ROBERT;LINDA U YOWELL;SCOTT YOWELL & DARIN RAY GALLC Lic. No. 402058736 I,o SIMON J I3 STAPLETON,TTEES PARCEL ID: 09300-00-00-05000 SSIONALE�O ENOWEERS USE:RESIDENTIAL AMB 4 ISSUED FOR PERMIT I AA MM 06/08/2022 3 90% FOR CLIENT REVIEW AA MM 05/04/2022 / 2 90% FOR CLIENT REVIEW AA MM 04/17/2022 / 1 60% FOR CLIENT REVIEW AA MM 03/11/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 REV DESCRIPTION BY CHK DATE EROSION & SEDIMENT CONTROL SITE ESC-219 PLAN - PH 3 S IU IlT1.E 51EE NO. RIVANNA SOLAR i t+ ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 f PRO�ECf DETAILS xIII \ R- .......................... r .... .... . ADAPTURE soa 1 EROSION &SEDIMENT CONTROL -PHASE 3 RENEWABLE S SC-21 SCALE: 1 �� = 200' 0 200 4gOFEET , SIERRA OV EPHEAR ANALYTIC6 ' DATE: 05/25/2022 DFTR ALEXASFEH CONPIOENTULTPYSTATEMENT MITCHELL T�DRwwwctsTHE PROPERn of SIERRA ovEwibAnwrvALrncs. 9 O©�© SCALE: ASSHOWN CHKD: HS BJFORMATION 5 C() E E L AND IS TO BE USED DI With MENEZES CONNECHONW WORK DESCWBED BY 581 OVEFHEAD ONLYIN ANALYO NO RIN PART 5M BE DISCLOSED TO OTHERS WITHOUT W WITE.N PERM65ION PAPER SIZE: 24" X 36 ENGRRGAAL OWAY 5re ovERHEAD ANALYOCS FROM LEGEND 50�o SEE ESC-218 ONINE ARRAY AREA 328330 O----------------- WETLAND STREAM BUFFER 326 3 6 O (E) SURVEY MONUMENT ZONE 11/ \II X 2 �8 11 "� ' 310 ® ---- PROPERTY LINE N 50� 306 5 EHF � (E) OVERHEAD LINES & POLE (N) PERIMETER SECURITY FENCE (SEE C-300) SETBACK 32k' 4 2� ti `4* $ � SITE GRAVEL ACCESS ROAD O 120 31$ R (1� Y 292 i It O 0 LAYDOWN YARD 314 301 ZONE 11 A11 29 0 (N) ACCESS GATE AT SITE MAIN ENTRANCE 10 (C-300) 6 2� 310 316=314 _32p SILT FENCE 326 �2 — — — SITE SOILS BOUNDARY 33p �3------------ BUILDABLE AREA i 8 14 DRY SWALE WITH UNDER DRAIN 15 WOODCHIP MULCH 16 PERMANENT STABILIZATION FLOOD PLANE DELINEATION O W NER: SCHARER, GREGORY E & WENDY 375 (E) MAJOR CONTOUR A;TRS OF THE SCHARER 376 (E) MINOR CONTOUR FAMILY PARCELID: it 09300-00-00-05000 LISE:RESIDENTIAL •l i i .t .t 4 4 1, i� i� _ � it •tt m m m to n lD `hk .k TH pF Lf G RAY GALLO ............................................___................._. Lic. No. 402058736 ....M1..l...l Ow V FSSIONALE�Ol ENGINEERS 4 ISSUED FOR PERMIT AA MM 06/08/2022 • 3 90% FOR CLIENT REVIEW AA MM 05/04/2022 2 90%FOR CLIENT REVIEW AA MM 04/17/2022 -...,, 1 60% FOR CLIENT REVIEW AA MM 03/11/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 REV DESCRIPTION BY CHK DATE EROSION & SEDIMENT CONTROL SITE ESC-220 PLAN - PH 3 \ SHEET IlT1.E 511EET NO. RIVANNA SOLAR ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 PROJE DETMU3 %JI)11 ADAPTURE SOa 1 EROSION &SEDIMENT CONTROL -PHASE 3 RENEWABLES �+ r'f r'f 5 SCALE: 1 u = 200� 0 200 4gOFEET SIERRA OV EP HE AR ANALYTIC6 , ' DATE: 05/25/2022 DFTR ALEX ASFEH CONHDEH I=V STATEMENT MITCHELL TINS DRAWINGL5 THE PROPERTY OF 5IF.RRA OVER11EAD 9 SCALE: AS SHOWN CHKD: THIS INFORMATION 5 OONIroTUAND ENL IS M BE USED DI WithO©�© MENEZES CONNECNON WHH WORK DESCRIBED BY SBIRRA OVERHEAD ANALYH(5. ONLY Ev ANALYO NO PART 5TO BE DISCLOSED TO OTHERS WITHOUT WRTITEN TERM65ION PAPER SIZE: 24"X36" ENGR GAAL OWAY 5re OVERHEAD ANALYOCS FROM *TEMPORARY METHODS: -MULCHES -TEMPORARY VEG. COVER -SPRAY ON ADHESIVES -TELLAGE -IRRIGATION -BARRIERS -CALCIUM CHLORIDE *CHEMICAL CONTROL ADHESIVE WATER TYPE OF APPLICATION ADHESIVE DELUTION NOZZLE RATE (GAUAC) ANIOIC ASPHALT 7.1 SPRAY 1200 EMULSION LATEX 121/2:1 FINE 235 EMULSION SPRAY RESIN -IN- WATER 4:1 FINE 300 EMULSION SPRAY SOIL FOUNDATION. Du DUST CONTROL DETAIL NOT TO SCALE OUTLET PROTECTION DETAIL NOTES: TO REDUCE DUST, RUNOFF, EROSION AND SEDIMENTATION. TO CONSERVE MOISTURE AND PREVENT SURFACE COMPACTION AND CRUSTING AND CONTROL UNDESIRABLE VEGETATION. THE CONTRACTOR IS TO APPLY STRAW OR HAY UNIFORMLY AS SHOWN BY THE TABLE BELOW BY HAND OR MECHANICAL EQUIPMENT AND ANCHOR BY PRESSING INTO THE SOIL OR USING NETTING. THIS IS A TEMPORARY MEASURE OF COVER APPLIED TO THE SOIL SURFACE FOR A PERIOD OF SIX (6) MONTHS OR LESS WHEN SEEDING IS NOT PRACTICAL. MULCH ON SLOPES GREATER THAN 3% SHOULD BE ANCHORED WITH EMULSIFIED ASPHALT (GRADE AE-5 OR SS-1) OR OTHER SUITABLE TACKIFIER. WOOD WASTE ON SLOPES GREATER THAN 3:1 DO NOT NEED ANCHORING. MULCH SHOULD BE APPLIED TO ALL DISTURBED AREAS LEFT INACTIVE FOR FOURTEEN DAYS. MULCHING APPLICATION REQUIREMENTS MATERIAL RATE DEPTH STRAW OR HAY - 2" TO 4" WOOD WASTE, - 2"T03" CHIPS, SAWDUST, BARK CUTBACKASPHALT 1200 GALJACRE, 4 _ GAL✓SQ. VD. OR SEE MANUFACTURER'S RECOMMENDATIONS POLYETHLENEFILM SECURE WITHSOIL, _ ANCHORS, WEIGHTS GEOTEXILES,JUTE SEE - MATTING, NETTING, MANUFACTURER'S ETC. RECOMMENDATIONS DISTURBED AREA STABILIZATION - MULCHING ONLY 19I_1i SECTION A -A DEFINED CHANNEL C NO DEFINED CHANNEL IIIIIggo IZ II Illll�„ "IIII�IIII� UIII FILTER SECTION A -A BLANKET I� La FILTER BLANKET NOTES: 1. La IS THE LENGTH OF THE RIPRAP APRON. 2. D =1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6" 3. IN A WELL-DEFINED CHANNEL, EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK (WHICHEVER IS LESS). 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND THE St NOT TO SCALE CONSTRUCTION EXIT DETAIL SEEDING RATES FOR TEMPORARY & PERMANENT COVER MONTH TEMPORARYCOVER RATE PER ACRE PERMANENTCOVER RATE PER ACRE SEEDED ALONE ADDED TO MIX SEEDED ALONE ADDED TO MIX JANUARY RYEGRASS 40 LBS - UNHULLED BERMUDA 10 LBS 6 LBS RYE 3 BU 0.5 BU SERLCEA LESPEDEZA 1 75 LBS FEBRUARY ANNUALLESPEDEZA 40 LBS 10 LBS UNHULLED BERMUDA 10 LBS 6LBS RYEGRASS 40 LBS - SERLCEA LESPEDEZA 1 75 LBS - RYE 3 BU 0.5 BU MARCH WEEPING LOVEGRASS 4 LBS 2 LBS PENSACOLA BAHIA 60 LBS 30 LBS ANNUAL LESPEDEZA 40 LBS 10 LBS HULLED BERMUDA 10 LBS 6 LBS SERLCEA LESPEDEZA 2 60 LBS WEEPING LOVEGRASS 4 LBS 2 LBS PENSACOLA BAHIA 60 LBS 30 LBS SUDON GRASS 60 LBS WEEPING LOVEGRASS 6 LBS 6 LBS BROWN TOP MILLET 40 LBS 10 LBS HULLED BERMUDA 10 LBS 6 LBS WEEPING LOVEGRASS 4 LBS 2 LBS PENSACOLA BAHIA 60 LBS 30 LBS SUDON GRASS 60 LBS WEEPING LOVEGRASS 6 LBS 6 LBS BROWN TOP MILLET 40 LBS 10 LBS HULLED BERMUDA 10 LBS 6 LBS PEARL MILLET 50 LBS SERLCEA LESPEDEZA 2 60 LBS PEARL MILLET 50 LBS PENSACOLA BAHIA 60 LBS 30 LBS SUDON GRASS 60 LBS HULLED BERMUDA 10 LBS 6 LBS BROWN TOP MILLET 40 LBS 10 LBS PEARL MILLET 50 LBS PENSACOLA BAHIA 60 LBS 30 LBS SUDON GRASS 60 LBS BROWN TOP MILLET 40 LBS 10 LBS AUGUST PEARL MILLET 50 LBS PENSACOLA BAHIA 60 LBS 30 LBS RYE 3 BU 0.5 BU SEPTEMBER RYEGRASS 40 LBS SERLCEA LESPEDEZA 1 75 LBS OATS 4 BU 1 BU WHEAT 3 BU 0.5 BU OCTOBER WHEAT 3 BU 0.5 BU SERLCEA LESPEDEZA 1 75 LBS RYEGRASS 40 LBS RYE 3 BU 0.5 BU BARLEY 3 BU 0.5 BU OATS 4 BU 1 BU NOVEMBER SAME AS OCTOBER UNHULLED BERMUDA 10 LBS 6 LBS DECEMBER SAME AS OCTOBER UNHULLED BERMUDA 10 LBS 6 LBS 1. UNSCARIFIED 2. SCARIFIED 3. CENTIPEDE SOD CAN BE USED AS PERMANENT COVER ANYTIME EXCEPT JUNE THRU OCTOBER. 4. LISTED IN THE ORDER OF PREFERENCE. NOTES: 1. FERTILIZING - APPLY 6-12-12 FERTILIZER AT THE RATE OF 35 POUNDS PER 1,000 SQUARE FEET, RAKING LIGHTLY INTO THE SOIL 2. APPLY AGRICULTURAL LIME AT A RATE OF ONE TON PER ACRE. THE AGRICULTURAL LIME SHALL MEET THE SPECIFICATIONS OF THE GEORGIA DEPARTMENT OF AGRICULTURE. 3. DRY STAW SHALL BE APPLIED AT THE RATE OF 2 TONS PER ACRE AND DRY HAY SHALL BE APPLIED AT A RATE OF 2.5 TONS PER ACRE. w w JL w u lk v- w w v w v �v v w *APPLICABLE ON HIGHLY ERODIBLE OR SEVERELY ERODED AREAS, SOMETIMES CALLED "CRITICAL AREAS" INCLUDING: -CUT OR FILL SLOPES -EARTH SPILLWAYS -BORROW AREAS -CHANNEL BANKS -BERMS -ROADSIDES -SPOILS AREAS -GULLIED LANDS (IF NEEDED) 6" M ENTRANCE ELEVATION SIDE VIEW FABRIC OVERLAP TOP VIEW 30" MIN. 30' MIN 28 FLOW I-1 I- POST I=1 I II 11- FRONT VIEW a MAX 6 -'II=III=1�1=1�1=1�ll�lllll�l- .III -III -I �- 4' MAX. O.C. 18" MIN. 2„ IL FABRIC 30" MIN. (WOVEN WIRE 28'� FENCE BACKING) / 6" MIN. 1! j 6" pvjv Tml - -- - - -- - --- � 18"MIN. NOTES: 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS. 2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE DRAINAGE. 3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (LY-35, STONE). NOTES: 4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6". 5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'. 1. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, AND POLLUTION 6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%.. CONTROL PLAN. 7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES. 2. HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN. 8. WHEN WASHING 15 REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE). 9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY MAINTENANCE CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT SEDIMENT SHALL BE REMOVED ONCE IT HAS ACCUMULATED TO ONE-HALF THE ORIGINAL HEIGHT OF THE 10. MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAYS. THIS MAY REQUIRE TOP BARRIER. FILTER FABRIC SHALL BE REPLACED WHENEVER IT HAS DETERIORATED TO SUCH AN EXTENT DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. TRENCH THAT THE EFFECTIVENESS OF THE FABRIC IS REDUCED (APPROXIMATELY SIX MONTHS). TEMPORARY SEDIMENT BARRIERS SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS HAVE BEEN PERMANENTLY CO STABILIZED. ALL SEDIMENT ACCUMULATED AT THE BARRIER SHALL BE REMOVED AND PROPERLY DISPOSED Sd1-S OF BEFORE THE BARRIER IS REMOVED. NOT TO SCALE SILT FENCE DETAIL -TYPES NOT TO SCALE ESTABLISHING A PERMANENT VEGETATIVE COVER AS A DISTURBED AREA. -TO STABILIZE THE SOIL -TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM AREAS -TO IMPROVE WILDLIFE HABITAT AND VISUAL RESOURCES *GRADING AND SHAPING REQUIRED WHERE FEASIBLE PRACTICAL *SEEDED PREPARATION -NOT REQUIRED IF USING HYDRAULIC SEEDING AND FERTILIZING -WHEN REOUIRED: SLOPE SEEDBED 3:1 OR FLATTER > 4" DEEP 2:1 TO 3:1 1" TO 4" DEEP 2:1 OR STEEPER DEPRESSION EVERY 6%8" WITH HAND TOOL *HAVE SOIL ANALYZED FOR LIME AND FERTILIZER RATE *MULCH ALL SLOPES STEEPER THAN 3% AND IN BOTTOM OF SPILLWAYS AND ON ROADBANKS *ANCHOR MULCH IMMEDIATELY NOTE: 1. CONSTRUCTION OF SEDIMENT TRAP SHALL CONFORM TO THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" - CHAPTER 6.(6-139) Ds1 Ds2 Ds3 NOT TO SCALE TEMPORARY & PERMANENT SEEDING SCHEDULE NOT TO SCALE DISTURBED AREA STABILIZATION - PERMANENT SEEDING THE NOTES HEREIN ARE A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS. * 12 MONTHSUNTIL ESTABLISHMENT OF THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS, WATER AND LABOR TO COMPLETE THE FINISHED GRADE OR PERMANENT WORK AS SPECIFIED. THE CONTRACTOR IS TO PROVIDE A HEALTHY, WEED - FREE AND VIGOROUS STAND OF VEGETATION * SITE PREPARATION BERMUDA GRASS. - s r -GRADING AND SHAPING THE CONTRACTOR SHALL HAVE THE INSPECTING OFFICER VERIFY THE LIME AND FERTILIZER BAGS AND -SEEDBED PREPARATION PURCHASE TICKETS AND VISUALLY OBSERVE INCORPORATION OF AMENDMENTS. L -APPLY LIME AND FERTILIZER * -PLANT SEEDING, SELECT SPECIES BY SEASON .Y.`. CONTRACTOR SHALL BE RESPONSIBLE FOR RE -SEEDING REPAIR OF EROSION WASH OUTS RE -GRADING AND AND REGION CLEANUP OF WASHOUTS UNTIL AN ACCEPTABLE STAND OF GRASS HAS BEEN OBTAINED. MAINTAIN ` -APPLY MULCHING MATERIAL IF NEEDED . * *, -IRRIGATE IF NEEDED BUT NOT AT RATE TO CONSTANT MOISTURE THROUGH THE TOP 6 INCHES OF SOIL FOR A PERIOD OF 14 DAYS. DO NOT LET SEEDS - CAUSE EROSION DRY OUT. *PLANTING DATES DEPEND ON A THICK UNIFORM, WEED FREE STAND OF THE SPECIFIED GRASS WITH AT LEAST 85 PERCENT GERMINATION SPECIES AND REGION AND NO BARE SPOTS LARGER THAN 18 INCHES, NO TRASH LARGER THAN 2 INCHES DIAMETER NOR ERODED (MOUNTAIN, PIEDMONT OR COASTAL) AREAS ARE THE MINIMUM STANDARDS FOR ACCEPTANCE. THE INSPECTING OFFICER SHALL INSPECT AREAS NO EARLIER THAN 45 DAYS AFTER INSTALLATION. CONTRACTOR SHALL MOW AND MAINTAIN SEEDBED UNTIL ESTABLISHING TEMPORARY VEGETATIVE COVER WITH FAST ACCEPTANCE AT THE MINIMUM OF ONE MOWING EVERY 14 DAYS. GRASS SHALL BE MOWED TO A TWO INCH INCORRECT CORRECT Ds3 NOT TO SCALE BUTTING: ANGLED ENDS CAUSED BY THE AUTOMATIC SOD CUTTER MUST BE MATCHED CORRECTLY. SHOOTS - OR GRASS BLADES. GRASS SHOULD BE GREEN AND HEALTHY, MOWED AT A 2"-3" CUTTING HEIGHT. THATCH: GRASS CLIPPINGS AND DEAD LEAVES (UP TO 1/2" THICK). ROOT ZONE - SOIL AND ROOTS SHOULD BE 1/2" - 3/4" THICK, WITH DENSE ROOT MAT FOR STRENGTH. GROWING SEEDINGS ON DISTURBED OR DENUDED AREAS. HEIGHT PRIOR TO FINAL ACCEPTANCE. APPLY 2 POUNDS OF 34-0-0 FERTILIZER EVERY 1000 SQUARE FEET FURNISH ALL MATERIALS AND LABOR NECESSARY TO COMPLETE THE WORK AS SPECIFIED TO PROVIDE THE OWNER A HEALTHY, EVERY TWO WEEKS AFTER SEEDING FOR 6 WEEKS. WEED -FREE AND VIGOROUS STAND OF TIFTON 419 BERMUDA GRASS SOD. SEEDING RATES FOR TEMPORARY SEEDINGS SPECIES RATE PER RATE PLANTING DATESB 1,0000 SQ. FT. PER ACRESfi MTS-USTONE PIEDMONT COASTAL RYEGRASS 0.9 POUNDS 40-50 LBS. 8/1-12/1 8115-1/1 8115-3/1 ANNUAL 0.9 POUNDS 40 LBS. 3/1-4/1 311-4/1 2/1-3/1 LESPEDEZA WEEPING LOVEGRASS 0.1 POUNDS 4-6 LBS. 3/15-8/1 3/1-8/15 2/15-8/15 * ALL SEEDING NUMBERS ARE ALONE FOR MIXTURE NUMBER SEE MANUAL FOR EROSION AND SEDIMENT TABLE 6-24.1 PAGES 6-134 - 6-136. fi UNUSUAL SITE CONDITIONS MAY REQUIRE HEAVIER SEEDING RATES. 6 SEEDING DATES MAY NEED TO BE ALTERED TO FIT TEMPERATURE VARIATIONS AND LOCAL CONDITIONS. DISTURBED AREA STABILIZATION - TEMPORARY SEEDING Ds2 NOT TO SCALE SEED INSTALLATION NOTES GRADE ALL SODDED AREAS TO MEET SPECIFIED GRADE WITH POSITIVE RUN-OFF WITHOUT HUMPS OR LOW AREAS THAT WILL HOLD WATER. REMOVE STICKS, STONES, RUBBISH AND ORGANIC MATTER LARGER THAN ONE INCH IN DIAMETER. REMOVE ALL GLASS, STEEL, WIRE AND ROCKS AND INORGANIC MATERIALS COMPLETELY. TILL AREAS TO BE SODDED USING A DISC TYPE HARROW PULLED BY A RUBBER TIRED TRACTOR OR A MECHANICAL TILLER. APPLY 10-20-12 ANALYSIS FERTILIZER AT THE RATE TO APPLY 200 UNITS OF ACTUAL PHOSPHORUS PER ACRE. BROADCASTING BY HAND IS NOT PERMITTED. SPREAD AMENDMENTS UNIFORMLY OVER THE ENTIRE AREA AND INCORPORATE INTO THE 6INCHES DEEP AND TILL IN OPPOSITE DIRECTIONS TWO TIMES. RE -SMOOTH SURFACE TO SPECIFIED FINISH GRADE. MAINTAIN CONSTANT MOISTURE ON SOD THROUGHOUT THE TOP SIX INCHES FOR A PERIOD NOT LESS THAN 14 DAYS. DO NOT LET SOD DRY OUT. TWO WEEKS AFTER LAYING SOD CONTRACTOR IS TO FERTILIZE WITH 16 POUNDS OF AMMONIUM NITRATE PER 1000 SQ. FT. AFTER SOD HAS BEEN INSTALLED 21 DAYS MEET WITH THE OWNER TO COORDINATE WATER REQUIREMENTS FOR FINAL GROW IN PERIOD. IF SOD MEETS ACCEPTANCE, OWNER SHALL TAKE OVER MAINTENANCE AND GROW IN. A WEED FREE STAND OF THE SPECIFIED SOD WITHOUT BARE SPOTS GREATER THAN 6 INCHES SHALL BE THE ACCEPTABLE MINIMUM TO PREVENT RE -SODDING. PULL SOD STRIPS TOGETHER TIGHTLY SO NO DIRT SHOWS. DO NOT OVERLAP SOD OR USE PIECES SMALLER THAN 12 INCHES SQUARE TO PATCH. COMPLETELY AND UNIFORMLY CUT OUT DAMAGED, THIN, BARE, DEAD OR REJECTED SOD TO MAKE REPAIRS. REPAIR AREAS DAMAGED FOR ANY REASON UNTIL ACCEPTANCE IS MADE. AFTER INSTALLATION, ROLL SOD WITH A ROLLER WEIGHING NOT LESS THAN 100 LBS PER SQUARE FOOT. DO NOT ROLL TO REMOVE HUMPS. PULL BACK SOD AND GRADE OUT HUMPS OR FILL LOW SPOTS. ASSURE THAT SOD IS WITHIN 0.25 INCHES OF SPECIFIED FINISH GRADE. DS2 DS3 INSTALLED SOD THAT TURNS YELLOW WILL BE GIVEN 7 DAYS TO RECOVER BEFORE IT IS CONSIDERED REJECTED. DS4 NOT TO SCALE DISTURBED AREA STABILIZATION -SODDING NOT TO SCALE I DARIN RAY GALLON Lic. No. 402058736 All ��'� T06/OS/2022 4 ISSUED FOR PERMIT AA MM 3 90% FOR CLIENT REVIEW AA MM 05/04/2022 2 90% FOR CLIENT REVIEW AA MM 04/17/2022 1 60% FOR CLIENT REVIEW AA MM 03/11/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 REV DESCRIPTION BY CHK DATE EROSION & SEDIMENT CONTROL ESC-300 DETAILS 5HEGFIlT1.E 5F[ NO. RIVANNA SOLAR ALBEMARLE COUNTY, VIRGINIA PNO�ECf DETAILS ADAPTURE ' Dig With QQIDQ RENEWABLES DATE: 05/25/2022 DFTR ALEX ASFEH SCALE: AS SHOWN CHKD: MTTCHELL MENEZES PAPER SIZE: 24" X 36" ENGRRDAARIN CALOWAY LAT: 37.962594 / LON:-78.402635 soa TH6 DNA W BJG IS THE PP.OPEIDY OF SIFARA O V ERF�AD ANALYi16. TH6 WFONMATION IS CONFB)FNTIAL AND OTO BEUSw ONLY IN CONNECTIOND WORKOOSC BY5OUT OVENHEAD ANAIONI M PART 6T0 BE DISCLOSw TOOTHERS WITHOOT WNTTTPN PFRM65ION FROM SIERRA OV EP.HEAO ANALYTICS 10 MIN. B rn w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z0 0 0 0 0 0 0 10 MIL J STRAW BALE J PLASTING (TYP) LINING "ABOVE GRADE" WITH STRAW BALES CONCRETE WASHOUT AREA PLAN VIEW SCALE: NTS BINDING WIRE, (2 PER BALE) NATIVE MATERIAP (OPTIONAL) 10 MIL PLASTING LINING STRAW WOOD OR METALSTAKES (2 PER BALE) SECTION B-B SCALE: NTS �2 STAKE STEEL WIRE A J STAPLE DETAIL SCALE: NTS BLACK LETTERS 6" HEIGHT PLYWOOD 48" X 24" PAINTED WHITE �(ASHOUT 0.5" LAG SCREWS in WOOD POST 3" X 3" X8' -u u CONCRETE WASHOUT SIGN DETAIL SCALE: NTS NOTES: 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3. LOCATE WASHOUT AREA AT LEAST 50 FEET FROM STORM DRAINS. 4. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. 5. ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO HARD, THE CONCRETE SHOULD BE BROKE UP, REMOVED, AND DISPOSED OF PER THE MUNICIPALITIES REGULATIONS. DISPOSE OF HARDENED CONCRETE ON A REGULAR BASIS. 6. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES, TEARS OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. 7. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 4 INCHES FOR ABOVE GRADE FACILITIES AND 12 INCHES FLOW BELOW GRADE FACILITIES. 8. HAYBALES MAY SUBSTITUTE WOOD FRAME (IF ALLOWED BY LOCAL GOVERNMENT AGENCY). CONCRETE WASH OUT AREA DETAIL NOT TO SCALE DARIN RAY GALLON Lic. No. 402058736 ENGINES S 4 ISSUED FOR PERMIT AA I MM 06/08/2022 3 90% FOR CLIENT REVIEW AA MM 05/04/2022 2 90% FOR CLIENT REVIEW AA MM 04/17/2022 1 60% FOR CLIENT REVIEW AA MM 03/11/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 REV DESCRIPTION BY CHKI DATE EROSION & SEDIMENT CONTROL DETAILS 5NG ITD.E RIVANNA SOLAR ALBEMARLE COUNTY, VIRGINIA MOJE DETAILS ADAPTURE =UgWith0l0(D(3 RENEWABLES DATE: 05/25/2022 DFTR ALEX ASFEH SCALE: AS SHOWN CHKD: MITCHELL MENEZES PAPER SIZE: 24" X 36" ENGRRDAARCALOWAY ESC-301 5NE NO. LAT: 37.962594 / LON:-78.402635 soa T DNA G CONNECTION W I MBEUSEDONLYIN 5IERRA OV EP.NEAO ANALY OCS NO