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Home My WebLink About20190751 Ver 1_Appendix D - Plans_20190607 APPENDIX D BA T T L E B O R O L E G G E T T R DSPEIGHTS CHAPEL RDSEVEN BRIDGES RDCOOL SPRING RDSR 97 EDGECOMBE COUNTY, NC FERN SOLAR FACILITY VICINITY MAP SCALE: 1" = 5,000'NAD83MAY 23, 2019 COVER SHEET C1.01"=5000' COVER SHEET ENGINEER TIMMONS GROUP C/O DAN JAMISON 1001 BOULDERS PARKWAY, SUITE 300 RICHMOND, VA 23225 PHONE: (804)200-6538 FAX: (804)560-1016 PROJECT AREA BayWa r.e. C/O PATRICK BROWN 17901 VON KARMAN AVE, SUITE 1050 IRVINE, CA 92614 PHONE:1-949-449-3167 EMAIL: PATRICK.BROWN@BAYWA-RE.COM DEVELOPER FERN SOLAR, LLC C/O PATRICK BROWN 17901 VON KARMAN AVE, SUITE 1050 IRVINE, CA 92614 PHONE:1-949-449-3167 EMAIL: PATRICK.BROWN@BAYWA-RE.COM OWNER Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C1.0-COVR.dwg | Plotted on 5/24/2019 9:59 AM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERIMPACT NUMBER LENGTH (LF)TYPE STREAM IMPACT TABLE 1 40 PERENNIAL TOTAL 296 LF SHEET C5.26 34 36 INTERMITTENT2 3 4 5 6 7 8 36 INTERMITTENT INTERMITTENT INTERMITTENT INTERMITTENT 36 32 25 57 PERENNIAL PERENNIAL IMPACT NUMBER AREA (ACRES)TYPE WETLAND IMPACT TABLE 1 2 3 4 0.013 EMERGENT TOTAL 0.095 ACRES SHEET 0.002 FOREST 0.027 EMERGENT 0.047 EMERGENT C5.29 PROJECT DESCRIPTION & NOTES: 1.EXISTING ZONING: AR-30 - RURAL RESIDENTIAL DISTRICT 2.TOTAL SITE: 1235.42 AC. LIMITS OF DISTURBANCE: 970 AC 3.CURRENT USE: FACILITY - AGRICULTURAL PROPOSED USE: SOLAR 4.SPECIAL USE PERMIT: #18-SUP-47 DATED 09/04/2018 5.NO PROPOSED PERMANENT BUILDINGS OR PARKING. 6.WETLANDS AND STREAMS SHOWN PER MAPS BY TIMMONS GROUP ENTITLED "FIGURE 3: PRELIMINARY JURISDICTIONAL WATERS OF THE U.S. DELINEATION MAP, FERN SOLAR SITE, EDGECOMBE COUNTY, NORTH CAROLINA" DATED 04/10/2019 AND "FIGURE 4: WETLANDS AD WATERS OF THE U.S. DELINEATION MAP, FERN SOLAR SITE - PARCELS 3882-36-1316, 3882-32-3627, 3882-61-7569, 3882-54-9599, 3882-45-6499, 3882-45-6898, 3882-65-4387, 3882-66-1224, 3892-99-4574, 3882-98-0552, 3892-15-8962, 3892-43-2498, 3892-53-5188, 3892-62-8026, 3882-13-0975, 3892-59-1518, 3893-52-1218, 3882-66-9501, 3882-77-4399, 3882-77-8095, 3892-67-7234, 3892-48-8151 7.WETLANDS AND STREAMS DELINEATED WITHIN LIMITS 8.SURVEY INFORMATION PER PRELIMINARY ALTA COMPLETED BY TIMMONS GROUP, DATED 03/13/2019 9.TOPOGRAPHIC INFORMATION PER LIDAR DATA, FLOWN 03/13/2018. (NAVD88) 10.FLOODZONE: THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF X BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP FOR EDGECOMBE COUNTY, NORTH CAROLINA MAP #3720388200K, #3720389200K, AND #3720389300K DATED 06-02-2015. 11.SEWER: N/A WATER: N/A WATER/SEWER CONSUMPTION = N/A 12.NO PERMANENT LIGHTING REQUIRED OR PROPOSED. 5 0.006 EMERGENT C5.29 C5.29 C5.29 C5.29 C5.26 C5.26 C5.27 C5.27 C5.27 Sheet List Table Sheet Number Sheet Title C1.0 COVER SHEET C1.1 SPECIAL USE PERMIT C2.0 EXISTING CONDITIONS C3.0 OVERALL SITE PLAN C3.1 SOILS MAP C3.2 QUAD MAP C4.0 OVERALL EROSION CONTROL PLAN C4.1 EROSION CONTROL PLAN C4.2 EROSION CONTROL PLAN C4.3 EROSION CONTROL PLAN C4.4 EROSION CONTROL PLAN C4.5 EROSION CONTROL PLAN C4.6 EROSION CONTROL PLAN C4.7 EROSION CONTROL PLAN C4.8 EROSION CONTROL PLAN C4.9 EROSION CONTROL PLAN C4.10 EROSION CONTROL PLAN C4.11 EROSION CONTROL PLAN C4.12 EROSION CONTROL PLAN C4.13 EROSION CONTROL PLAN C4.14 EROSION CONTROL PLAN C4.15 EROSION CONTROL PLAN C4.16 EROSION CONTROL PLAN C4.17 EROSION CONTROL PLAN C4.18 EROSION CONTROL PLAN C4.19 EROSION CONTROL PLAN C4.20 EROSION CONTROL PLAN C4.21 EROSION CONTROL PLAN C4.22 EROSION CONTROL PLAN C4.23 EROSION CONTROL PLAN C4.24 EROSION CONTROL PLAN C4.25 EROSION CONTROL - BASIN DETAIL C4.26 EROSION CONTROL - BASIN DETAIL C4.27 EROSION CONTROL - BASIN DETAIL C4.28 EROSION CONTROL - BASIN DETAIL C4.29 EROSION CONTROL - BASIN DETAIL C4.30 EROSION CONTROL - BASIN DETAIL C4.31 EROSION CONTROL - BASIN DETAIL C4.32 EROSION CONTROL - BASIN DETAIL C4.33 EROSION CONTROL - BASIN DETAIL C4.34 EROSION CONTROL - BASIN DETAIL C4.35 EROSION CONTROL - BASIN DETAIL C4.36 EROSION CONTROL - BASIN DETAIL C4.37 EROSION CONTROL - BASIN DETAIL C4.38 EROSION CONTROL - BASIN DETAIL C4.39 EROSION CONTROL - BASIN DETAIL C4.40 EROSION CONTROL - BASIN DETAIL C4.41 EROSION CONTROL - BASIN DETAIL C4.42 EROSION CONTROL NOTES & DETAILS C4.43 EROSION CONTROL NOTES & DETAILS C4.44 EROSION CONTROL NOTES & DETAILS C4.45 EROSION CONTROL NOTES & DETAILS C4.46 DITCH CALCULATIONS C4.47 DITCH CALCULATIONS C4.48 NCDEQ STANDARD DETAIL SHEET C4.49 NCDEQ STANDARD DETAIL SHEET C5.0 OVERALL SITE & GRADING PLAN C5.1 SITE & GRADING PLAN C5.2 SITE & GRADING PLAN C5.3 SITE & GRADING PLAN C5.4 SITE & GRADING PLAN C5.5 SITE & GRADING PLAN C5.6 SITE & GRADING PLAN C5.7 SITE & GRADING PLAN C5.8 SITE & GRADING PLAN C5.9 SITE & GRADING PLAN C5.10 SITE & GRADING PLAN C5.11 SITE & GRADING PLAN C5.12 SITE & GRADING PLAN C5.13 SITE & GRADING PLAN C5.14 SITE & GRADING PLAN C5.15 SITE & GRADING PLAN C5.16 SITE & GRADING PLAN C5.17 SITE & GRADING PLAN C5.18 SITE & GRADING PLAN C5.19 SITE & GRADING PLAN C5.20 SITE & GRADING PLAN C5.21 SITE & GRADING PLAN C5.22 SITE & GRADING PLAN C5.23 SITE & GRADING PLAN C5.24 SITE & GRADING PLAN C5.25 SITE NOTES & DETAILS C5.26 STREAM IMPACTS C5.27 STREAM IMPACTS C5.28 STREAM IMPACTS C5.29 WETLAND IMPACTS C6.0 STORMWATER MANAGEMENT PLAN C6.1 STORMWATER MANAGEMENT PLAN C5.28 C5.28 6 0.003 EMERGENT C5.29 Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C1.0-COVR.dwg | Plotted on 5/23/2019 6:45 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER SPECIAL USE PERMIT C1.1NTS SPECIAL USE PERMIT T T T T T T T T T O H U S T TT T OH U OHU OHU O H U T T TTT T T TT W S A N SHEET 7 OHPOHPOHPOHPOHPOHPOHPOHPM O R N I N G S T A R C H U R C H R O A DBATTLEBORO-LEGGETT ROAD , SR 1407COOL SPRING ROAD, SR 140660' R/W - DB 704 PG 155SPEIGHTS CHAPEL ROADOHPOHPOHPOHPOHPOHPPIN 3882733583 PARCEL 1 WALTER PHILIP BULLUCK & VICKIE O. BULLUCK & PHILIP BRADLEY BULLUCK DB. 1243, PG. 636 PIN 3882733583 PARCEL 2 WALTER PHILIP BULLUCK & VICKIE O. BULLUCK & PHILIP BRADLEY BULLUCK DB. 1243, PG. 636 PIN 3882944661 KIMBERLEY BULLUCK KRUEGER DB. 989, PG. 461 PIN 3882934999 BILLY D. BULLUCK JR. DB. 1622, PG. 236 PARCEL 12 PIN 3892158962 BRANDON COREY HARRELL, DONNA LYNN BARFIELD, DANIELLE HARRELL KAISER, LINDSAY HARRELL JONES, WENDY OWENS MCLAWHORN & ANDREW JARED OWENS TRACT 1, DB. 1633, PG. 0001 10,409,372 SF, 238.966 AC PARCEL 13 PIN 3882980552 BRANDON COREY HARRELL, DONNA LYNN BARFIELD, DANIELLE HARRELL KAISER, LINDSAY HARRELL JONES, WENDY OWENS MCLAWHORN & ANDREW JARED OWENS TRACT 2, DB. 1633, PG. 0001 13,479,228 SF, 309.440 AC PIN 3892299073 TRACT 2 OAK FOREST PLANTATION, LLC DB. 1676, PG. 1038 2,327,727 SF, 53.437 AC PARCEL 15 PIN 3892591518 OAK FOREST PLANTATION, LLC TRACT 1, DB. 1676, PG. 1038 4,473,919 SF, 102.707 AC PIN 3892994574, 3892886776 & 3892988827 GARY W. CRAVEN & MARTHA C. CRAVEN SECOND TRACT DB. 1125, PG. 269 PIN 4802076035 & 3892863854 CALVIN C. ANDERSON DB. 1117, PG. 237 PIN 4802066654 & 3892864329 GARY W. CRAVEN & MARTHA C. CRAVEN FIRST TRACT DB. 1125, PG. 269 PIN 3891797181 BATTLEBORO EAST PROPERTIES, LLC DB. 1273, PG. 703 PIN 3892607793 BATTLEBORO EAST PROPERTIES, LLC DB. 1664, PG. 838 PIN 3892026539 BILLY DEAN BULLUCK DB. 846, PG. 445 PARCEL 22 PIN 3892319482 GEORGE ROBERT HENDRICKS DB. 839, PG. 554 2,225,420 SF, 51.089 AC PARCEL 19 PIN 3892628026 GEORGE ROBERT HENDRICKS DB. 812, PG. 259 8,504,175 SF, 195.229 AC PIN 3892830202 GEORGE ROBERT HENDRICKS DB. 812, PG. 406 PARCEL 3 PIN 3882549599 WALTER PHILIP BULLUCK & VICKIE O. BULLUCK DB. 932, PG. 889 4,782,095 SF, 109.782 AC. PARCEL 7 PIN 3882654387 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK DB. 932, PG. 887 2,637,593 SF, 60.551 AC PARCEL 5 PIN 3882456499 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK TRACT 1, DB. 1541, PG. 660 590,969 SF, 13.567 AC PARCEL 6 PIN 3882456898 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK TRACT 2, DB. 1541, PG. 660 601,006 SF, 13.797 AC PARCEL 8 PIN 3882661224 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK DB. 1544, PG. 1200 4,768,722 SF, 109.475 AC PARCEL 11 PIN 3882778095 BURT TYREE PHILIPS DB. 966, PG. 891 877,184 SF, 20.137 AC PIN 3882687355 BRUCE LEA FLYE DB. 926, PG. 333 PIN 3882488709 BRUCE LEA FLYE DB. 925, PG. 219 PIN 3882361316 JERRY P. BULLUCK DB. 1064, PG. 875 PARCEL 18 PIN 3892677234 WILBUR THOMSON DB. 1521, PG. 1025 14,347,443 SF, 329.372 AC PARCEL 2 PIN 3882323627 WALTER PHILIP BULLUCK DB. 1593, PG. 442 9,600,090 SF, 220.388 AC PIN 3882827019 EDGECOMBE COUNTY BOARD OF EDUCATION DB. 461, PG. 458 DB. 484, PG. 188 DB. 1008, PG. 19 PARCEL 1 PIN 3882617569 WALTER PHILIP BULLUCK DB. 974, PG. 197 18,778,425 SF, 431.093 AC PIN 3881355146 BARNHILL CONTRACTING COMPANY DB. 1647, PG. 699 PIN 3881293549 BARNHILL CONTRACTING COMPANY DB. 1640, PG. 689 PIN 3893921738 ARCHIE T. THOMPSON JR. DB. 929, PG. 121 PARCEL 20 PIN 3892535188 GEORGE ROBERT HENDRICKS MB. 11, PG. 35 9,204,966 SF, 211.317 AC PIN 3882130975 TRACT 1 JAMES CHALMERS MARROW JR. DB. 1110, PG. 657 PARCEL 4 PIN 3882130975 JAMES CHALMERS MARROW JR. TRACT 2, DB. 1110, PG. 657 RESIDUAL AREA = 239 AC +/- PIN 3872862658 BRYAN REIERSON FAMILY DB. 1593, PG. 323 PIN 3872810551 JOEL M. BOSEMAN DB. 1633, PG. 145 PIN 3881769876 MACK B. PEARSON JR. TRUST DB. 1505, PG. 39 PIN 3891353305 WALTER PHILIP BULLUCK DB. 1593, PG. 442 PIN 3893553184 HURSEL B. JOHNSON LTMD. DB. 1519, PG. 755 PIN 3892856196 & 4802045275 KATHERINE M.SPEIGHT DB. 835, PG. 362 MB. 6, PG. 58 PARCEL 23 PIN 3892322849 HELEN BRAKE DB. 760, PG. 355 3,567,713 SF, 81.903 AC PIN 3892212869 HELEN BRAKE DB. 771, PG. 584 PIN 3882130975 TRACT 1 JAMES CHALMERS MARROW JR. DB. 1110, PG. 657 PIN 3882954382 PERRY F. SPENCER DB. 1640, PG. 756 PC 3, SL 106B PIN 3882846183 WALTER PHILIP BULLUCK. DB. 792, PG. 512 PIN 3882835644 WILEY WARREN BULLUCK. DB. 7252, PG. 415 PIN 3882279168 SARAH B. SEGURA DB. 08E, PG. 338 PIN 3882288685 ALICE MARIE BENSON CASANOVA DB. 04E, PG. 66 PARCEL 10 PIN 3882774399 BURT TYREE PHILIPS DB. 966, PG. 888 865,609 SF, 19.872 AC PARCEL 17 PIN 3892488151 WILBUR THOMPSON DB. 1521, PG. 1025 6,862,588 SF, 157.543 AC PARCEL 21 PIN 3892432498 GEORGE ROBERT HENDRICKS DB. 812, PG. 176 2,524,112 SF, 57.946 AC PIN 3892026539 BILLY DEAN BULLUCK DB. 846, PG. 445 PIN 3883838694 B. JOHNSON HURSEL LMT LIABILITY COMPANY DB. 1519, PG. 755 PARCEL 14 PIN 3893521218 OAK FOREST PLANTATION LLC. DB. 1676, PG. 1043 24,348,410 SF, 558.963 AC PIN 3893100830 SARAH B. SEGURA DB. 08E, PG. 338 PIN 3883814007 SARAH B. SEGURA DB. 08E, PG. 338 PIN 3892232441 HELEN BROWN BRAKE ET AL DB. 1674, PG. 152 PIN 3892874752 FOXCROFT FARMS LLC DB. 1583, PG. 830 PIN 3882248423 JOHN GARY BULLOCK DB. 1276, PG. 387 PIN 3881893058 BILLY DEAN BULLUCK JR TRUSTEE DB. 1622, PG. 228 PIN 3881792574 BILLY DEAN BULLUCK DB. 846, PG. 445 PIN 3881782554 BILLY DEAN BULLUCK JR TRUSTEE DB. 1622, PG. 240 PARCEL 18 PIN 3892677234 WILBUR THOMSON DB. 1521, PG. 1025 14,347,443 SF, 329.372 AC PIN 3872862658 BRYAN REIERSON FAMILY LLC DB. 1593, PG. 323 PIN 3892299073 OAK FOREST PLANTATION LLC DB. 1683, PG. 1017 PIN 3883838694 PERRY PROPERTIES FARMS LLC. DB. 1493, PG. 163 PIN 4802045275 KATHERINE M. SPEIGHT DB. 835, PG. 362 PARCEL 14 PIN 3893521218 OAK FOREST PLANTATION LLC. DB. 1676, PG. 1043 24,348,410 SF, 558.963 AC PIN 3893832589 & 3893837537 HAROLD BRASWELL THOMPSON DB. 1102, PG. 607 PIN 3893903758 VIRGINIA B. THOMPSON HEIRS PC 9, PG 300 140 139 EXISTING LEGEND OHP UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN PROJECT AREA PROPERTY LINE CONSERVATION AREA ACCESS EASEMENT 1.WETLANDS AND STREAMS SHOWN PER MAPS BY TIMMONS GROUP ENTITLED "FIGURE 3: PRELIMINARY JURISDICTIONAL WATERS OF THE U.S. DELINEATION MAP, FERN SOLAR SITE, EDGECOMBE COUNTY, NORTH CAROLINA" DATED 04/10/2019 AND "FIGURE 4: WETLANDS AD WATERS OF THE U.S. DELINEATION MAP, FERN SOLAR SITE. 2.WETLANDS AND STREAMS DELINEATED WITHIN LIMITS. 3.SURVEY INFORMATION PER PRELIMINARY ALTA COMPLETED BY TIMMONS GROUP, DATED 03/13/2019 4.TOPOGRAPHIC INFORMATION PER LIDAR DATA, FLOWN 03/13/2018. (NAVD88) 5.FLOODZONE: THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF X BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP FOR EDGECOMBE COUNTY, NORTH CAROLINA MAP #3720388200K, #3720389200K, AND #3720389300K DATED 06-02-2015. NOTES EXISTING CONDITIONS C2.01"=1000" EXISTING CONDITIONS 0 SCALE 1"=1,000' 2,000'1,000'NAD 83Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C2.0-EXIS.dwg | Plotted on 5/23/2019 6:46 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER T T T T T T T T T O H U S T TT T OH U OHU OHU O H U T T TTT T T TT W S A N SHEET 7 OHPOHPOHPOHPOHPOHPOHPOHPM O R N I N G S T A R C H U R C H R O A DBATTLEBORO-LEGGETT ROAD , SR 1407COOL SPRING ROAD, SR 140660' R/W - DB 704 PG 155SPEIGHTS CHAPEL ROADOHPOHPOHPOHPOHPOHPWETLAND IMPACT 1 0.013 AC WETLAND IMPACT 3 0.027 AC STREAM IMPACTS 4 36 LF STREAM IMPACTS 8 57 LF STREAM IMPACTS 7 25 LF STREAM IMPACTS 2 35 LF STREAM IMPACTS 1 40 LF STREAM IMPACTS 3 36 LF ENVIRONMENTAL EASEMENT WETLAND IMPACT 2 0.002 AC STREAM IMPACTS 6 32 LF STREAM IMPACTS 5 36 LF WETLANDS IMPACTS 4 0.047 AC WETLANDS IMPACTS 5 0.006 AC WETLANDS IMPACTS 6 0.003 AC T019 T30 T028 T017 T015 T003T004 T001 T012 T013 T002 T011 T006 T007 T008 T010 T005 T009 T014 T016 T031 T018 T020 T022 T023 T024 T025 T036 T027 T029 T040 T021 T037 T035 T032 T033 T034 T026 T038 T039 T041 T042 ACCESS #8 (EXISTING) ACCESS #7 (EXISTING) ACCESS #5 ACCESS #2 ACCESS #1 (EXISTING) ACCESS #3 (EXISTING) PROPOSED SUBSTATION ACCESS #4 (EXISTING) ACCESS #6 1.PROJECT AREA: 1235.42 AC 2.PANEL TYPE: TRACKER 3.PUBLIC ROAD BORES: 1 4.WETLAND/STREAM BORE: 6 5.EXISTING ROADS NOT SHOWN. PROPOSED ROADS UTILIZE EXISTING ROADS WHERE APPROPRIATE. 6.PROJECT AREA COMPRISED OF: -AREA LEASE FOR THIS PROJECT -PROPOSED EASEMENTS FOR THIS PROJECT -AREAS RESULTING IN ADDITIONAL IMPERVIOUS AREAS AS A RESULT OF THIS PROJECT 7.PROPERTY SETBACKS HAVE BEEN REMOVED ON ALL PROPERTY LINES THAT ARE ON THE INTERIOR OF THE PROJECT. NOTES 140 139 EXISTING LEGEND PROPOSED LEGEND OHP DEMOLITION LEGEND 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT OVERALL SITE PLAN C3.01"=10000 SCALE 1"=1,000' 2,000'1,000'NAD 83Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C3.0-OVRL.dwg | Plotted on 5/23/2019 6:50 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER SITE MODIFICATIONS WITHIN OR TO THE PROJECT BOUNDARY AFTER APPROVAL WILL REQUIRE ADDITIONAL STORMWATER REVIEW AND APPROVAL. LODLODLOD LODLODLODLODLODLODLODLODLODLODLO D LOD LODLODLODLO D LODLODLODLODLODLODLODLODLODLOD LODLODLODLODL O D LODLODL O D LOD LOD LO D LODLODLODLOD LODLODLODLO D LOD LODLODLOD LODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LODLO D LODLODLODLODLOD LODLOD LOD LOD LODLODLODLODLOD LODLOD LODLODLO D LODLODLODLODLODLOD LODLODLODLODLODLODLOD SOILS MAP C3.11"=12200' SOILS MAP Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C3.0-SOIL-QUAD.dwg | Plotted on 5/23/2019 6:52 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER PROJECT SITE (TYP) LIMITS OF DISTURBANCE (TYP) LODLODLOD LODLODLODLODLODLODLODLODLODLODLO D LOD LODLODLODLO D LODLODLODLODLODLODLODLODLODLOD LODLODLODLODL O D LODLODL O D LOD LOD LO D LODLODLODLOD LODLODLODLO D LOD LODLODLOD LODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LODLO D LODLODLODLODLOD LODLOD LOD LOD LODLODLODLODLOD LODLOD LODLODLO D LODLODLODLODLODLOD LODLODLODLODLODLODLOD QUAD MAP C3.2NTS QUAD MAP Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C3.0-SOIL-QUAD.dwg | Plotted on 5/23/2019 6:53 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER PROJECT SITE (TYP) LIMITS OF DISTURBANCE (TYP) T T T T T T T T T O H U S T TT T OH U OHU OHU O H U T T TTT T T TT W S A N SHEET 7 OHPOHPOHPOHPOHPOHPOHPOHPM O R N I N G S T A R C H U R C H R O A DBATTLEBORO-LEGGETT ROAD , SR 1407COOL SPRING ROAD, SR 140660' R/W - DB 704 PG 155SPEIGHTS CHAPEL ROADOHPOHPOHPOHPOHPOHPT019 T30 T028 T017 T015 T003T004 T001 T012 T013 T002 T011 T006 T007 T008 T010 T005 T009 T014 T016 T031 T018 T020 T022 T023 T024 T025 T036 T027 T029 T040 T021 T037 T035 T032 T033 T034 T026 T038 T039 T041 T042 90 95 8686 86 87 88 89 91 92 93 94 96 97 98999999 8085909 5 81828384868 7888991919192939496979899 78 77 8181828283838485 8075727374767777 7 273747575 7 6 7 7 75737373747474747475737373 747676767675757575 7575757575757 5757574 7575 7575 7373737374747474 74 7575 75757575 757575 75 71717 2 737373747474 72 73 74 66 6667 67 68 68 6 8687 0 69 71 72 73 70757575 69 71727374 75 75757575757272737374 7476767475 75747071727473737475 70 7 0 69 6971 71727273 737373 737 3 7573749 6 979797 95 94 96 96 9 6 96 9797 979 7 97 97 979797 979797 97 97 9 898 10 099 969697989797 73 7 2 73 727273748085907981828384868788899192939496 979 7 97979 7 98 96977677787 9797979 7975757 5 80727 3 7 4 767676 77 7 8 79 8 1 758073747676767778798 182 75727374 76777 8797071717172727272727 3 74747474747474 74 707070676869717273 6 5 70707066 6 7 6 869 71 72 7373 73 717171 71 72 73 74 74 737 3 7373 7471 72 73 7472 73 7 4 7165 70 64666768 69 7172 80848382808181 80 81807980818 282 8375 80808 0 7374 767778798182 838 3 83 838484 80 80 85 79 7981818 1 82 83 84 81 828281 8585 8181818181 8282 82 82 82 83 83838383838 3 83 83 83 838384 84 8080 8181 8 1 8282 8282 8282 82 8282 82 828282 83 83 84 7878 7878 7878787878 787878 7878 79 80 81 85 90 8181 82 8 2 83 83 84 8687 88 89 91 92 85 90 9 5959582 83 84 86 8788899192 9394 96 75 80 727374 76 77 7879 8182838 3 838383737373 7171727273 73 7474 747 4 7 0 70 6969 71 707070 69 71 72 73 707070707171 7171727272 72 7 2 7 3 73 737368697375 8 484 84 698076777879818280818285858582 83838384 8 5 838383 8 384838484959191919 293 9 49494 9 6 979895 9394949496 9594 94949494 9697 9 8 99 85 8384 90 86 8788 8991 7571727374747476 7676 7 7 787 9 80 7879 81 707 5 717 2 737471 72 7370 71 72 73 7471 72 7572 73 74 95 93 94 96959697 9 8 99 9 8 979593949697 737471 727372 73 706869717272 73737373 70 7172 7070 67686869 69 686869 69 6768 69 69 68 69 69 82 838473 73 7475 72 72 73 74 9095899192939496 75727273 73 74 70 69 71 70 68 69 717272717071727372 73 74858283848185 85 919293 94 75 80 7273 7474747677 78798182LODLODLODLOD LODLODLODLOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLOD LOD LODL O D LODLOD LODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLOD LODLODLODLOD L O D LODLODLODLODLODLOD201 202 203 204 102 103 104 106 404 402 401 301 302 303 304 305 307 308 309 310 311 501 502 503 506 507 508 509 504 505 510 511 512 513 515 516 CE CE CE CE 105 901 902 903 904 905 906 701 702 707 706 703 704 705 708 709 710 601 602 603 604 605 606 607 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622623 801 802 803 804 805 806 807 808 809810 811 711 107 306 514 CE 405 403 101 CE CE CE LOD LOD LODLODLODLODLOD LOD LOD LODLODLOD LO D LOD LODLODLODLODLODLODLOD LODLODLODLOD 712 713 LODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLOD LODLOD LODLODLODLODLODL O D LOD L O D LODLODLODLODLOD LODLODLOD SUBSTATION SHOWN FOR REFERENCE ONLY 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT OVERALL EROSION CONTROL PLAN C4.0 OVERALL EROSION CONTROL PLAN 0 SCALE 1"=1,000' 2,000'1,000'NAD 83Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:01 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER PS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15 XX TREATMENT DEVICE IDENTIFIER CONSTRUCTION PHASING TABLE PHASE BLOCK 1 1 2 3 4 5 6 2 3 4 5 6 BLOCK 2 BLOCK 1 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 6 BLOCK 8 BLOCK 7 BLOCK 9 7 7 8 8 9 9 1"=1000' NOTE: 1. WETLANDS AND STREAM IMPACTS SHALL BE LIMITED TO THOSE SPECIFICALLY NOTED 1 0 0 ' V . E . P . C . O . E A S E M E N T D B 2 8 2 , P G 3 5 0 ' V . E . P . C . O . E A S E M E N T D B 7 1 3 , P G 2 0 5 30' ACCESS AND COMMUNICATIONS EASEMENT 50' UTILITY EASEMENT OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPUGPUGPUGPUGPUGPUGP UGPACCESS #1 (EXISTING) SUBSTATION (SEPARATE PROJECT)LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD CE LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LO D LODLODINSTALL TEMP. 18" CULVERT 87 86858588 868 7 8688 8584 838484 81 848585 8 4 8 3 8 4848384818284 8283140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.1 EROSION CONTROL PLAN 0 SCALE 1"=100' 200'100'NAD 83Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:03 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER PS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSIONMATCHLINE C4.4C4.1SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15MATCHLINE C4.2C4.11"=100' NOTE: 1.ACCESS #1 AND THE SUBSTATION ARE CONSTRUCTED AS PART OF ANOTHER PROJECT. 2.THIS SHEET IS PROVIDED AS REFERENCE AND IS FOR UNDERGROUND POWER LINE INSTALLATION AND CONNECTION TO SUBSTATION OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP1 0 0 ' V . E . P . C . O . E A S E M E N T D B 2 8 2 , P G 3 5 0 ' V . E . P . C . O . E A S E M E N T D B 7 1 3 , P G 2 0 5 UGPUGPUGPUGPUGPUGP UGPUGPUGP UGP UGP UGP UGP U G P UGPUGPUGPUGPUGPUGPUGP UGP 92 85 90 9 59595 828384 86878889 9192939496 75 80 727374 76 77 7879 81 82838 3 83 8 3 807677787981828081828582838481 0.60 3.55 103 0.60 7.85 101 29.36 29.36 105 0.60 5.69 102 LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLOD LODLODLODLODLODLODLODLODLOD LOD L O D LOD LODLODLODLODLODLODL O D LODLODLODLODL O D LODLODLOD LOD LOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD PS PS PS PS DITCH 101B DITCH 101A DITCH 102A DITCH 102B DITCH 103A DITCH 103B T2 102 103 OP DS DS DS CWD SF DD DD DS DS 101 SFO SFO SFO OP OP INSTALL TEMP. 18" CULVERT INSTALL TEMP. 18" CULVERT 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.2 EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:07 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.4 C4.2 SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15MATCHLINE C4.2C4.11"=100' T041 T042 UG PUGPUGPU G P UG P UG P TEMPORARY LAYDOWN AREA 69 7070 67686869 69 686869 69 6768 6 9 69 68 69 69 0.60 9.13 202 0.60 1.82 201 0.60 21.36 204 0.60 10.40 203 GATE (TYP) L O D L O D LO D LO D LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D L O D LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LO D LODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLOD PS PS PS PS DITCH 201A DITCH 201B DITCH 202A DITCH 202B DITCH 203A DITCH 203B DITCH 204A DITCH 204B 201 202 203 204 SF DSDS DS DS DS DS DS DS SF SF DD DD DD SFO SFO INSTALL TEMP. 18" CULVERT INSTALL TEMP. 18" CULVERT 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.31"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:09 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15 O H U O H U O H U O H U O H U O H U O H U O H U T T STREAM IMPACTS 1 40 LF T011 T021 T026 UGP UGPUGPUGP UGP UGPU G P UGPUGP UGP UG P UGP UGPUGP UGP85 90818182 8 2 83 83 84 86 87 88 89 91 92 8484 84 85 8384 82 83 8485828384 8185 85 1 0.60 8.54 104 0.51 29.36 105 0.60 6.29 107 20' GRAVEL ROAD (TYP) FENCE (TYP) 14' GRAVEL ROAD (TYP)LODLODLODLODLODLODLODLODLODLOD LO D LO D LODLODLOD LOD LODLODLODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D L O D LODPS PS PS PS PS DITCH 104A DITCH 104B DITCH 105 DITCH 107A DITCH 107B T1 103 104 DS DS DS DS DS 105 SF DD SF 107 DD DD DS DS SFO OP OP INSTALL TEMP. 18" CULVERT INSTALL TEMP. 18" CULVERT 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.41"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:11 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.1C4.4SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15MATCHLINE C4.4 C4.2 MATCHLINE C4.4C4.5 W W W OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OH U O H U O H U O H U TT T W W W W UGT WETLAND IMPACT 1 0.013 AC T016 UGPUGPUGP UGP UGP UGP UGP UGP UGP UGPUGPUGP UGPUGP UGPUGPTEMPORARY LAYDOWN AREA 81 8181 84 7878 78787878787878 787878 7878 79 80 81 8390 86 8788 8991 9 10 11 0.60 4.19 106 0.60 12.85 311 0.60 17.13 310 ACCESS #2 GATE (TYP) INSTALL SILT FENCE DOWNSTREAM OF BORE PITS REROUTE DITCH AS NECESSARY TO INSTALL CULVERT AND OUTLET PROTECTION LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODPS PS PS DITCH 106 DITCH 310A DITCH 310B DITCH 311A DITCH 311B T3 T4 T5LODLOD LODLODLODLOD LODLODLOD 106 310 311 CE CIP DS DS DS DS DS DS SF SF DD DD SF DD OP SFO OP OP OP OP OP LODLODLODLODLODLODLOD LO D LOD LODLODLODLODLODLOD LOD LO D LOD LOD LOD LOD LOD LODLOD INSTALL TEMP. 18" CULVERT INSTALL TEMP. 18" CULVERT INSTALL TEMP. 18" CULVERT ACCESS ROAD TO BE CONSTRUCTED OVER SB 106 OUTLET BARREL 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.51"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:13 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.6 C4.5 SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15MATCHLINE C4.4C4.5MATCHLINE C4.5C4.7 WETLAND IMPACT 1 0.013 AC WETLAND IMPACT 3 0.027 AC WETLAND IMPACT 2 0.002 AC T005 T016 T031 UGP UGPUGPUGPUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGPUGPUGPUGPUGP8585 81 81818181 8282 82 82 82 8 3 83838383838 3 83 83 83 838384 84 8080 8181 8 1 8282 82 8 2 8282828282 82 828282 83 8385858582 8383 8384 85838383 83 8 4 8384 84 11 12 0.60 11.93 301 0.60 3.83 303 0.60 3.13 302 0.60 4.42 305 0.60 4.06 309 0.60 13.70 306 0.60 2.30 304 0.60 17.13 310 PS PS PS PS PS PS PS PS DITCH 301A DITCH 301B DITCH 302 DITCH 303A DITCH 304A DITCH 304B DITCH 305A DITCH 305B DITCH 306A DITCH 309A DITCH 309B T4 T5 T6 T7 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD 301 302 303 304 305 309 CIP DSDS DS DS DS DS DS DS SF SF SF DD SFO DD SF DD DD DD DD DD DD DD DS DS DS OP SFO OP OP OP OP OP LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD INSTALL TEMP. 18" CULVERT INSTALL TEMP. 18" CULVERT INSTALL TEMP. 18" CULVERT INSTALL TEMP. 18" CULVERT INSTALL TEMP. 18" CULVERT 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.61"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:14 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.6C4.7SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15 MATCHLINE C4.6 C4.5 STREAM IMPACTS 2 35 LF WETLANDS IMPACTS 4 0.047 AC T036 T040 UGP UGP UGP UGP UGPUGPUGPUGPUGP UGPUGP UGPUGP TEMPORARY LAYDOWN AREA UG P UGPUGPUGPUGP838 3 83 8384 84 80 80 85 79 7981818 18283 84 81 82 8281 2A 2B 2C 0.60 4.06 309 0.60 5.92 308 0.60 7.65 307 14' GRAVEL ROAD (TYP) GATE (TYP) PS PS PS DITCH 306A DITCH 306B DITCH 307 DITCH 308 DITCH 309B DITCH 402A DITCH 402B DITCH 403A DITCH 405B 402 307 308 DS DS DS DS DS DD SF SF DD DD DD DD 306 DS DS SF DS 403 SFO SFO SFO SFO SFO OP LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D L O D LOD LODLOD LOD LOD LODSFO 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.71"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:17 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.8 C4.7 SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15MATCHLINE C4.7C4.6 TOHPOHPOHP T038 T039 UGPUGP UGP UGP UGP UGP UGP UGP TEMPORARY LAYDOWN AREAUGP UGPUGPUGP959191919 2 939 49494 96 979895 93 94949496 959494 949494 9 6979 8 99 919293 94 0.60 4.95 402 0.60 6.54 401 0.60 3.78 404 0.56 23.69 403 0.43 3.30 405 PS PS PS DITCH 401A DITCH 401B DITCH 402A DITCH 403A DITCH 403B DITCH 404A DITCH 404B DITCH 405A DITCH 405B T8 404 402 401 DS DS DS DS DS DD DD DD SF SF DD DS DS SF DS 405 DS SF DD 403 DD DD SFO OP LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLO D L O D L O D INSTALL TEMP. 18" CULVERT 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.81"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:20 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.9 C4.8 SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15 MATCHLINE C4.8 C4.7 MATCHLINE C4.11C4.8 T X OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP T032 T033UGP UGP UGP UGP TEMPORARY LAYDOWN AREA 90 95 8686 86 87 88 89 91 92 9394 96 97 98999999 8085909581828384868 7888991919192939496979899 78 77 8181828283838485 800.60 13.53 501 0.60 26.14 502 ACCESS #4 (EXISTING) GATE (TYP) PS PS DITCH 502A T19 501 CE DS SF SF DD DD DD DD OP OP INSTALL TEMP. 18" CULVERT INSTALL TEMP. 18" CULVERT INSTALL TEMP. 18" CULVERT 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.91"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:22 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.10C4.9SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15MATCHLINE C4.9 C4.8 MATCHLINE C4.9 C4.11 T034 UGP U G PUGP UGPUGP75 727374767777 7 273 747575 7 6 7 7 0.60 26.14 502 0.60 7.72 503 0.60 2.67 506 LODPS DITCH 501B DITCH 502A DITCH 502B DITCH 503A DITCH 503B DITCH 506A DITCH 506B 502 503 506 DS DS DS DS DS DS DS DS SF DD DD DD DD DD SF SFO INSTALL TEMP. 18" CULVERT 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.101"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:24 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.10C4.9SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15MATCHLINE C4.10 C4.11 TUGTUGTUGTWW OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPT30 T029 T037 T035 UGP UGP UGP UGP UGPUGPUGPUGPUGPUGPUGP UGPUGP UGP UGP UGP UGP UGP UGP UGP TIE IN GRADING IN 3:1 WITHIN LODUGPU G P 7 6 7 7 7677787 9797979 7975757580727 3 7 4 767676 777 8 79 81758073747 6767677787981 828 0 787 9 8113 0.60 70.03 505 0.60 10.42 507 0.60 2.67 506 ACCESS #5 20' GRAVEL ROAD (TYP) GATE (TYP) GATE (TYP) ACCESS #6 LODLODLODLODLODLODL O D L O D L O D LODLODLODLODLODLODLOD LOD LO D LO D PS PS PS PS DITCH 501A DITCH 501B DITCH 505A DITCH 505B DITCH 506A DITCH 506B DITCH 507A DITCH 507B 501 507 505 CE DS DS DS DS DS DS DD DD SF DD DD DD DD SF SF DD SF DS SFO SFO CE SFO LODLOD LOD LODLODLODINSTALL TEMP. 18" CULVERT 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.111"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:26 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.13C4.11SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15 MATCHLINE C4.11 C4.12 MATCHLINE C4.10 C4.11 T T T OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPT024 T025 UGPUGPUGPUGPUGPUGPUGP TEMPORARY LAYDOWN AREA 80848382808181 80 81807980818282 8375 8 0808 0 73747677787 9 818 2 75 80 7273 74747476 77 78 79 8182 0.60 8.68 509 0.60 16.80 504 ACCESS #3 (EXISTING) PS PS PS DITCH 508B DITCH 509A DITCH 509B DITCH 504A DITCH 504B T9 509 504 CE DS DS SF DD DD DD DD SFO OP OP LODDITCH 504B INSTALL TEMP. 18" CULVERT 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.121"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:28 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.11 C4.12 SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15MATCHLINE C4.13C4.12 UGPUGPT028 T025 T027UGPUGP UGPUGPUGP UGPUGP UGPUGP UGP UGP UGP7572 737476777 8 7 9 707171717272727272 7 3 74747474747474 74 7 07070 67686971727375 8 0808 0 73747677787 9 818 2 7571727374747476 7676 77 787 9 0.60 14.44 508 0.60 8.68 509 0.60504 0.60 6.93 510 0.60 6.06 516 0.60 2.49 515 0.60 3.50 514 0.60 1.63 513 0.60 6.21 512 0.60 3.80 511 FENCE (TYP) LO D LOD LODLODLOD LODLODLOD LODLODLODLODLODLODLODPS PS PS PS PS PS DITCH 508A DITCH 508B DITCH 509A DITCH 509B DITCH 504B DITCH 510B DITCH 511A DITCH 511B DITCH 512A DITCH 512B DITCH 513BDITCH 513A DITCH 514A DITCH 514B DITCH 515A DITCH 515B DITCH 516A DITCH 516B T9 T10 508 509 510 511 512 513 515 516 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 514 DS SF DD DD DD DD DD DD DD DD DD DD DD DD DD DD SF SF SF SF SFO SFO SFO OP OP DITCH 504B INSTALL TEMP. 18" CULVERT 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.131"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:30 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.11C4.13SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15MATCHLINE C4.12C4.13 XX XXXX X X X WETLANDS IMPACTS 5 0.006 AC T022 T023 UGP UGPUGPUGP UG P UG P UG P UG P UG P UGP UGP UGP UGP UGPUGP UGPUGPUGPUGPUGPUGP65 70 646667 68 69 71 72 737373 71717272 7 3 73 7474 747 4 73 757075717 2 73747 2 73 740.60 1.52 602 0.60 2.27 601 0.60 3.19 604 0.60 2.96 603 0.60 10.62 608 0.60 10.56 605 0.60 1.62 606 0.60 2.90 609FENCE (TYP)LODLOD LOD LO D LO D LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD L O D L O D LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D PS PS PS PS DITCH 604A DITCH 604B DITCH 602A DITCH 602B DITCH 601A DITCH 601B DITCH 603A DITCH 603B DITCH 608A DITCH 608B DITCH 609A DITCH 615A DITCH 606B DITCH 605A DITCH 605B 601 602 603 604 605 608 DS DS DS DS DS DS DS DS DS DS DS DS DS SF SF SF SF SF DD DD DD DD DD DD DD DD DD DD DD DD DD DD SF SFO SFO SFO SFO 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.141"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:33 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.14 C4.15 SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15MATCHLINE C4.14C4.17MATCHLINE C4.14C4.16 XOH U OH U SA N SA N W W T020 UGPUGPTEMPORARY LAYDOWN AREA 707070 69 71 72 73 7070707071717171727272 72727 3 7 3 70686971727273737373 70697 1 7068 6 9 717272710.60 2.90 609 0.60 3.17 610 0.60 13.91 613 0.60 2.66 612 0.60 3.13 611 0.60 6.53 614 FENCE (TYP) GATE (TYP)LODLODLODLODLODL O D L O D L O D L O D L O D L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D L O D L O D L O D LOD LOD PS PS PS DITCH 609A DITCH 609B DITCH 610A DITCH 610B DITCH 611A DITCH 611B DITCH 612A DITCH 612B DITCH 613A DITCH 613B DITCH 614A DITCH 614B DITCH 615A 609 610 611 612 613 614 615 DS DS DS DS DS DS DS DS DS DS DS DS DS SF SF DD DD DD DD DD DD DD DD DD DD DD DD SFO SFO SFO ACCESS ROAD TO BE CONSTRUCTED OVER SB 617 OUTLET BARREL 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT OHUOHU W O H U O H U O H U O H U S S A N S A N S A N ACCESS #7 (EXISTING)LODLODLODLODLODLODLODLODLODLODCE EROSION CONTROL PLAN C4.151"=100' EROSION CONTROL PLAN PS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.17C4.15SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15 MATCHLINE C4.14 C4.15 MATCHLINE C4.15 C4.15 INSET MATCHLINE C4.15 C4.15 INSET Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:36 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER T018 U G PUGP UGPUGPUGPUGPUGPUGPUGPUGP UGP UGP UGPUGPUGPUGPUGPUGP UGP7170 71 7273 747172 0.60 1.62 606 0.60 8.65 620 0.60 3.34 623 0.60 4.77 622 0.60 2.97 621 FENCE (TYP)LODLODLODLODLODLOD LOD LODLODLODLOD LODLODLODLOD LODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLO D LO D LO D LODLOD LOD LOD LOD LODLODLODLO D L O D L O D L O D LODLODLODLOD PS DITCH 606A DITCH 606B DITCH 623B DITCH 623A DITCH 622B DITCH 622A DITCH 621B 606 622 623 DS DS DS DS DS DS SF SF SF SF SF SF DD DD DD DD DD DD SF SFO 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.161"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:41 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.16C4.14SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15 MATCHLINE C4.16 C4.17 STREAM IMPACTS 6 32 LF T019 UGPUGPUGPU G P UGP UGPUGP UGPTEMPORARY LAYDOWN AREA 7 0 70 696971 7373686971 72 7371 727372 73 70697 1 70717273 6 21 0.60 14.80 607 0.60 2.87 615 0.60 5.63 616 0.60 3.31 617 0.60 5.23 618 0.60 2.72 619 0.60 8.65 620 0.60 2.97 621 FENCE (TYP) 14' GRAVEL ROAD (TYP) GATE (TYP) LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D L O D L O D LODLODLODLODLODLODLODLODLODLODL O D LOD LOD LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPS PS PS DITCH 615A DITCH 615B DITCH 607A DITCH 616A DITCH 616B DITCH 617A DITCH 617B DITCH 618A DITCH 618B DITCH 619A DITCH 619B DITCH 620B DITCH 620A DITCH 621B DITCH 621A T17 T18 607 615 616 617 618 619 620 621 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS SF SF SF SF SF SF SF SF DD DD DD SF DD DD DD DD DD DD SFO SFO SFO SFO OP OP OP OP SFO ACCESS ROAD TO BE CONSTRUCTED OVER SB 617 OUTLET BARREL 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.171"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:42 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.17C4.15SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15 MATCHLINE C4.16 C4.17 T001 UGPUGP 70757575 69 71727374 75 0.60 7.26 701 0.60 14.50 702 GATE (TYP) PS PS DITCH 701A DITCH 701B DITCH 702A DITCH 702B 701 702 DS DS DS SF SF DD DD DD DD SF SF DD SFO LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.181"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:45 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.18 C4.20 SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15 T003T004 UGPUGPUGPUGPUGPUGP UGPUGPUGPUGP UGP 75737373 747474747475737373 747676767675757 575 75757575757575757574 0.60 7.37 706 0.60 25.15 707 0.60 25.05 711 PS PS DITCH 707A DITCH 707B DITCH 706A 707 DS DS DS SF DD DD DD SF SFO LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.191"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:48 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.20C4.19SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15MATCHLINE C4.19 C4.21 STREAM IMPACTS 5 36 LF T002 T006 UGP UGPUGPUGPUGPUGP UGP UGP UGP UGP UGP757575757572727373747476767475 75747071727473737475 707 0 6 9 6971717 2 72737373 73737 3 75737473 73 7475 72 72 73 74 5 0.60 6.76 802 0.60 12.67 703 0.60 4.97 708 0.60 4.94 710 0.60 3.27 709 0.60 25.05 711 0.60 2.20 712 0.60 1.47 713 14' GRAVEL ROAD (TYP) GATE (TYP) GATE (TYP) PS PS PS PS PS PS DITCH 802ADITCH 802B DITCH 708A DITCH 708B DITCH 710A DITCH 710B DITCH 709A DITCH 709B DITCH 703A DITCH 703B DITCH 711A DITCH 711B DITCH 702A T12 702 703 708 709 710 802 DS DS DS DS DS DS DS DS DS DS DS DS SF SF SF DD DD DD DD DD DD DD DD DD DDDD 711 DS DD DS DD OP CIP SFO OP 712 713 SFO DITCH 712A DITCH 712B DITCH 713 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LODINSTALL TEMP. 18" CULVERT INSTALL TEMP. 18" CULVERT 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.201"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/24/2019 10:10 AM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.18 C4.20 SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15 MATCHLINE C4.20 C4.21 MATCHLINE C4.20 C4.22 MATCHLINE C4.20C4.23MATCHLINE C4.19C4.20 SHEET 7 STREAM IMPACTS 3 36 LF T007 T008 UGPUGPUGPUGPUGPUGPUGP UGP UGPUGPUGPUGPTEMPORARY LAYDOWN AREA 7575 7575 73737373 74 74747474 7575 75757575 7 5757 5 7 5 71717 2 737373 74747 4 727374 66 66 67 67 68 68 6 8 6 8 7 0 6 9 7 1 72 73 707 0 6 9 6971717 2 72737373 73737 3 7573747 071 7273 73 743A 3B 3C 3D 0.60 12.71 704 0.60 12.67 703 0.60 7.37 706 0.60 22.73 705 20' GRAVEL ROAD (TYP) 14' GRAVEL ROAD (TYP) PS PS PS PS DITCH 706A DITCH 706B DITCH 705A DITCH 705B DITCH 704A DITCH 704B DITCH 703A T11 706 703 704 705 DS DS DS DS DS DS DS SF SF SF DD DD DD DD DD DD SF SFO SFO OP OP LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LO D LO D LOD L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD INSTALL TEMP. 18" CULVERT 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.211"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:52 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.20 C4.21 SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15 MATCHLINE C4.19 C4.21 STREAM IMPACTS 4 36 LFT012 T013 T009 T014 UGP UGP UGPUGPUGPUGPUGP UGP UGP UGPUGPUGPUGPUGPUGPUGPUGPUGP UGP 9 5 94 9696 96 9 6 9797 97 9 7 97 97 979797 979797 97 97 98989696 97989797 73 7 2 7 3 72727374 80859079818283848687888991929394 96 979 7 979797 98 96977572 737495 93 9 4 96 979095899192939496 75727273 73 74 4 17 19 0.60 8.41 809 0.60 12.86 808 0.60 5.20 806 0.60 5.92 805 0.60 5.09 807 0.60 8.23 811 0.60 10.43 801 0.60 6.76 802 0.60 7.58 803 0.60 5.16 810 14' GRAVEL ROAD (TYP) PS PS PS PS PS PS PS DITCH 810A DITCH 810B DITCH 805A DITCH 805B DITCH 806A DITCH 806B DITCH 808A DITCH 808B DITCH 801A DITCH 801B DITCH 811A DITCH 811B DITCH 809B DITCH 807B DITCH 802ADITCH 802B T13 T14 T15 T16 801 802 805 806 807 808 809 810 811 DS DS DS DS DS DS DS DS DS DS DS DS DS DS SF DD DD DD DD DD DDDD DD DD DD DD DD DD SF SF SF SF SF SF SF SF SF SF DD DS DS DD SFO SFO CIP OP OP OP SFO LODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LOD LOD LOD LODLODLODLODLODLODLODLODLOD LOD LOD LODLO D LO D L O D LODLODLODLO D L O D L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD INSTALL TEMP. 18" CULVERT INSTALL TEMP. 18" CULVERT ACCESS ROAD TO BE CONSTRUCTED OVER SB 806 OUTLET BARREL 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.221"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:53 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.20 C4.22 SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15 MATCHLINE C4.22 C4.24 MATCHLINE C4.23 C4.22 STREAM IMPACTS 4 36 LFT012 T013 T010 UGP UGP UGPUGP UGP UGP UGPUGPUGPUGPUGPUGP UGP TEMPORARY LAYDOWN AREA9 6 979797 9 5 94 9696 96 9 6 9797 97 9 7 97 97 979797 97979 7 97 97 98 98100999696 9798979796 979 7 979797 98 96979596979 8 99 9 8 9795939496974 17 19 0.60 5.20 806 0.60 5.92 805 0.60 5.09 807 0.60 7.58 803 0.60 13.82 804 14' GRAVEL ROAD (TYP) PS PS PS PS PS PS DITCH 804A DITCH 804B DITCH 805A DITCH 805B DITCH 806A DITCH 806B DITCH 803A DITCH 803B DITCH 802A T14 T15 T16 803 804 805 806 DS DS DS DS DS DS DS DS SF DD DD DD DD DD DD DD DD DD DD SF SF SF SF SF SF SF SF SF DD CIP OP OP SFO OP OP OP OP LODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLOD ACCESS ROAD TO BE CONSTRUCTED OVER SB 806 OUTLET BARREL 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT EROSION CONTROL PLAN C4.231"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:56 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERPS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.20C4.23SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15MATCHLINE C4.23 C4.22 T017 T015 UGPUGPUGPUGP UGP UGP UGPUGPUGPUGPUGPUGP6 5 707070 6 6 6 7 6 8 69 7 1 72 73 7373717171 71 72 7 3 74 74 7 3 7 3 7373 7 4 71 72 73 7 4 72 73 7 47374 0.60 12.67 904 0.60 9.70 905 0.60 6.62 906 0.60 3.43 901 0.60 6.00 902 0.60 5.69 903LODLODLODLODL O D LOD LOD LOD PS PS DITCH 905B DITCH 905A DITCH 904A DITCH 904B DITCH 903A DITCH 903B DITCH 902A DITCH 902B DITCH 901A DITCH 901B DITCH 906A DITCH 906B DITCH 810A DITCH 809A 901 902 903 904 905 906 809 810 DS DS DS DS DS DS DS DS DS DS DS DS DS SF SF DD DD DD DD DD DD DD DD DD DD DD DD SF SF SF SF SF DS DS DS DS DD DD SFO SFO SFO SFOSFO SFO LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LO D LO D LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLOD140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT PS CONSTRUCTION ENTRANCE SILT FENCE PERMANENT SEEDING SYMBOLLABEL STANDARD NAME CE SF PS LOD LIMITS OF DISTURBANCE EROSION CONTROL LEGEND DIVERSION DITCH (STABILIZE WITHIN 7 DAYS) TREATMENT DEVICE SFO SILT FENCE OUTLET TIME OF CONCENTRATION PATH DRAINAGE AREA DIVIDE DRAINAGE AREA LABELIDEN.C ACRES POROUS BAFFLE DD ## DS RIPRAP DITCH STABILIZATION OP OUTLET PROTECTION CIP CULVERT INLET PROTECTION CWD CLEAN WATER DIVERSION EROSION CONTROL PLAN C4.241"=100' EROSION CONTROL PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.0-EROS.dwg | Plotted on 5/23/2019 7:57 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C4.22 C4.24 SHEET KEY 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19 4.20 4.21 4.22 4.23 4.24 4.15 80 78 79 80 79 LOD LOD LOD LOD LOD LOD LOD LOD 72 76 73 102 DS DS UGPUGPUGPUGPUGP 83 LOD LOD L O D L O D LOD LOD LOD LOD LOD7782 79 DD DS DS 101 SFO UG P UG P U G P U G P U G P STREAM IMPACTS 1 40 LF 1 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LOD LODL O D LODL O D LODLODLODLOD103 DS DS OP UGP UGP UGPLODLODLODLODL O D LOD104 DS LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD(1) S K I M M E R (2) 2 4 " B A R R E L S (2) 3 6 " R I S E R S DS 105 UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP9 LODLODLODLODLODLODLODLODLODLODLODLODLOD838684106 CIP OP EROSION CONTROL - BASIN DETAIL 1"=30' SKIMMER BASIN 104 RISER BASIN 105 SKIMMER BASIN 106 SKIMMER BASIN 101 SKIMMER BASIN 102 SKIMMER BASIN 103 0 SCALE 1"=30' 60'30'NAD 83C4.25 Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.25 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/23/2019 7:07 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER LODLODLODLODLODLODLODLOD67 70 67 201 DS DS DDLOD LOD LO D LODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODSF 107 DS DS SFO LODLODLODLODLODLOD202 L O D L O D L O D L O D LO D LO D (1) SKIMMER (1) 24" BARRELS (1) 36" RISERS 67 203 DS DS LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD(1) SKIMMER (2) 24" BARRELS (2) 36" RISERS 204 DS DS SFO EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL RISER BASIN 203 RISER BASIN 204 SKIMMER BASIN 107 SKIMMER BASIN 201 SKIMMER BASIN 202 0 SCALE 1"=30' 60'30'NAD 83Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.25 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/23/2019 7:13 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER C4.26 APPENDIX D T005 UGP UGP UGP UGP UGP UGP UGP 8284 81 828582303 DS LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODUGP UGP UGP828582302 DS SFO LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD(1) SKIMMER (2) 24" BARRELS (2) 36" RISERS 301 DS DS OP LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD828582304 DD DS DS LODUGP UGP UGP UGP UGP 12 305 CIP DS DSLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLOD(1) SKIMMER (2) 21" BARRELS (2) 36" RISERS 81 84 81 306 DS DS LODLODLODLODLODLODLODLODLODEROSION CONTROL - BASIN DETAIL C4.271"=30' SKIMMER BASIN 304 SKIMMER BASIN 305 RISER BASIN 306 RISER BASIN 301 SKIMMER BASIN 302 SKIMMER BASIN 303 0 SCALE 1"=30' 60'30'NAD 83Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.25 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/23/2019 7:31 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER C4.271"=30' (1) SKIMMER (1) 24" BARRELS (1) 36" RISERS 82 79 311 DS DS LOD LO D LO D L O D L O D LOD LOD LODLODLODLODLODUGP UGPUGPUGP 308 DS LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODLOD UGP UGP UGPUGPUGPUGPUGP 81 307 DS DS LODLOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODSFO UGP309 DS DS LODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD (1) SKIMMER (1) 21" BARRELS (1) 36" RISERS 78 82 79 310 DS DS LOD LOD LOD LOD LOD LOD LO D LO D LODLOD 868886401 DS DS LODLODLODLODLODLODLODLODLOD LOD LOD EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL RISER BASIN 310 RISER BASIN 311 SKIMMER BASIN 401 SKIMMER BASIN 307 SKIMMER BASIN 308 SKIMMER BASIN 309 0 SCALE 1"=30' 60'30'NAD 831"=30' EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL C4.28 Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.28 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/23/2019 7:46 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER (1) SKIMMER (1) 30" BARRELS (1) 48" RISERS 858885DD DS DS 403 LOD LOD LOD87 89 86 402 DS DS SFO LOD LOD LODLOD LODLOD LOD LOD UGP UGP UGP UGP UGP UGP 9193 91 404 DS DS LOD LOD LOD LODLODLODLOD LODLODLODLODLODUGPUGPUGPUGPUGP889188DS SF 405 DS DDLODLOD LODLODLODLODLODLODLODLODLODLODLODU G P U G P (1) SKIMMER (2) 21" BARRELS (2) 36" RISERS 8079501 DS DS DD (1) SKIMMER (3) 24" BARRELS (3) 36" RISERS 75 502 DS DS DS EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL SKIMMER BASIN 405 RISER BASIN 501 RISER BASIN 502 SKIMMER BASIN 402 RISER BASIN 403 SKIMMER BASIN 404 0 SCALE 1"=30' 60'30'NAD 83Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.28 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/24/2019 8:49 AM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER C4.29 UGPUGP80787981 (1) SKIMMER (2) 21" BARRELS (2) 36" RISERS 504 DS707370503 DS DS T037 UGPUGPUGPUGPUGPUGPUGPUGPUGPUGP(1) SKIMMER (3) 30" BARRELS (3) 48" RISERS 79 505 DS DS SFO 74 77 74 506 DS DS DD SFO 76L O D LODLODLODLODLODLODLODLODLOD(1) SKIMMER (2) 21" BARRELS (2) 36" RISERS 72737472507 DS DS UGPUGPU G P LODLODLODLODLODLODLODLOD (1) SKIMMER (2) 21" BARRELS (2) 36" RISERS 727573508 DS EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL SKIMMER BASIN 506 RISER BASIN 507 RISER BASIN 508 SKIMMER BASIN 503 RISER BASIN 504 RISER BASIN 505 0 SCALE 1"=30' 60'30'NAD 83Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.28 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/24/2019 8:59 AM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER C4.30 70 73 70 510 DS DSUGPUGPUGPUGP UGPUGP727572509 DS DS 727572511 DS DS SFO 737673512 DS DS SFO 7476 74 513 DS DS UGPUGPT027 7 4 T10 DS 514 DS DD OP EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL SKIMMER BASIN 512 SKIMMER BASIN 513 SKIMMER BASIN 514 SKIMMER BASIN 509 SKIMMER BASIN 510 SKIMMER BASIN 511 0 SCALE 1"=30' 60'30'NAD 831"=30' EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL C4.31 Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.31 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/23/2019 8:19 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER UGPUGPUGPUGPUGPUGPUGP LOD LOD LODLODLODLODLODLODLODLODLOD707370 516 DS DS UGPUGPT028 UGPUGPUGPUGPUGP 707370515 DS DS DS LODLODLODLODLODLODLODLODLODLODLOD707370601 DS DS DD SFO X X X X LOD LOD L O D L O D L O D L O D L O D L O D LOD 6 7 7 1 6 8 602 DS DS LODLODLODLODLODLODLODLOD73 75 72 603 DS DS DD SFO UGPUG P UG P UGPXXLOD LOD LOD LOD LOD LOD LOD LODLOD LOD 67 70 67 604 DS DS DD EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL SKIMMER BASIN 602 SKIMMER BASIN 603 SKIMMER BASIN 604 SKIMMER BASIN 515 SKIMMER BASIN 516 SKIMMER BASIN 601 0 SCALE 1"=30' 60'30'NAD 83Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.31 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/23/2019 8:25 PM | by Evan ForneyDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER C4.32 UGP LO D LO D LO D LO D LO D LO D LODLODLOD72 75 72 606 DS DS SF DD LOD LOD LOD LOD LOD LOD LOD LO D LO D (1) SKIMMER (2) 24" BARRELS (2) 36" RISERS 71747273605 DS DS SFO LODLODLODLODLOD(1) SKIMMER (2) 21" BARRELS (2) 36" RISERS 607 WETLANDS IMPACTS 5LODLODLODLODLOD(1) SKIMMER (2) 21" BARRELS (2) 36" RISERS 7371608 DS DS DD SFO LODLODLODLODLODLODLOD707370609 DS DS LODLODLODLODLODLODLODLOD687168610 DS DS SFO EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.31 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/24/2019 9:05 AM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER RISER BASIN 608 SKIMMER BASIN 609 SKIMMER BASIN 610 RISER BASIN 605 SKIMMER BASIN 606 RISER BASIN 607 0 SCALE 1"=30' 60'30'NAD 83C4.33 LODLODLODLODLODLODL O D L O D L O D L O D L O D L O D L O D L O D L O D LODLODLODLODLODLOD71 74 71 612 DS DS LODLODLODLOD68 72 69 611 DS DD SFO LODLODLODLODLODL O D L O D L O D L O D L O DLODLODLODL O D L O D L O D (1) SKIMMER (2) 21" BARRELS (2) 36" RISERS 717471613 DS DS LODLODLODLODLODLODLODLODLODLODLODLOD71 74 71 614 DS DS DD SFO LODLODLODLODLODLODLODLODLODLOD7374615 DS DS LOD LOD LOD LOD LOD LODLODLODLODLOD73747172616 DS DS SFO EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL SKIMMER BASIN 614 SKIMMER BASIN 615 SKIMMER BASIN 616 SKIMMER BASIN 611 SKIMMER BASIN 612 RISER BASIN 613 0 SCALE 1"=30' 60'30'NAD 831"=30' EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL C4.34 Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.34 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/23/2019 7:50 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER LODLODLODLODLODLODLODLODLODLODLOD71 73 70 618 DS DS DD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD7 0 73 70 617 DS DS DD UGPUGPUGPUGPUGP21LODLODLOD LODLODLODLODLODLODLODLOD70 73 70 619 DS DS DSSFO OP OP UGPUGPUGPUGPU G P U G P LODLODLODLODLODLODLODLODT17 707370620 DS DS SFO OP LODLODLODLODLODLODLODLODLODLODLOD677168621 DS DS DD SF SFO LOD LOD LOD LODLODLODLODLODLOD656966622 DS DS SF SFO EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL SKIMMER BASIN 620 SKIMMER BASIN 621 SKIMMER BASIN 622 SKIMMER BASIN 617 SKIMMER BASIN 618 SKIMMER BASIN 619 0 SCALE 1"=30' 60'30'NAD 83Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.34 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/23/2019 7:56 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER C4.35 737673701 DS DSLODLODLODLOD LODLODLODLODLODUGPUGPUGPUGPUGPUGPLODLODLODLODLODLODLODLOD667067623 DS DS (1) SKIMMER (1) 24" BARRELS (1) 36" RISERS 702 DS DS DD SFO LOD LOD LOD LOD LOD(1) SKIMMER (2) 21" BARRELS (2) 36" RISERS 7376777574703 DS DS DD LODLODLODLODLODLODLODLODLODLODLODUGP UGPUGPUGPUGPUGPUGP STREAM IMPACTS 3 (1) SKIMMER (2) 21" BARRELS (2) 36" RISERS 7175704 DS DS DD LODLODLODLODLODLODLOD(1) SKIMMER (3) 21" BARRELS (3) 36" RISERS 70 705 DS DS LO D LO D LO D LO D LO D LO D LO D EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL RISER BASIN 703 RISER BASIN 704 RISER BASIN 705 SKIMMER BASIN 623 SKIMMER BASIN 701 RISER BASIN 702 0 SCALE 1"=30' 60'30'NAD 83C4.36 Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.34 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/24/2019 9:17 AM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER (1) SKIMMER (2) 24" BARRELS (2) 36" RISERS 757471707 DS DS SFO LODLODLODLODLODLODLODLODLOD717269706 DS DSLODLOD LODLODLODLODLODLODSTREAM IMPACTS 5 36 LF 5 708 OP CIP OP SFO LODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD747775709 DS DD LODLODLODLODLODLODLODLOD74 73 710 DS DS LOD LOD LOD LOD LOD LODLOD(1) SKIMMER (1) 30" BARRELS (1) 48" RISERS DS 711 DS DD LOD LODLODLODLODLODEROSION CONTROL - BASIN DETAIL C4.371"=30' EROSION CONTROL - BASIN DETAIL SKIMMER BASIN 709 SKIMMER BASIN 710 RISER BASIN 711 SKIMMER BASIN 706 RISER BASIN 707 SKIMMER BASIN 708 0 SCALE 1"=30' 60'30'NAD 831"=30' EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.37 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/24/2019 10:24 AM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 95 98 95 802 DS DS SFO LODLODLODLODLODLODLODLODUGPUGPUGPUGPUGP T13 (1) SKIMMER (2) 21" BARRELS (2) 36" RISERS 78801 DS DSLOD LOD94 97 94 803 DS DS SFO LODLODLODLODLODLODLODLODLODLODLOD(1) SKIMMER (2) 24" BARRELS (2) 36" RISERS 9697 93 804 DS DS DD 805 DS DS DD DD LODLODLODLODLODLODLODLODLODLODLODLODLODUGP UGP 806 DS DS DD LODLODLODLODLODLODLODLODLODLODLODLODEROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL RISER BASIN 804 SKIMMER BASIN 805 SKIMMER BASIN 806 RISER BASIN 801 SKIMMER BASIN 802 SKIMMER BASIN 803 0 SCALE 1"=30' 60'30'NAD 83C4.38 Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.37 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/23/2019 7:35 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER (1) SKIMMER (2) 21" BARRELS (2) 36" RISERS 808 DS DS DDLODLODLOD LODLODLODLODLODL O D LOD LOD LOD LOD LOD LOD LOD LOD939592807DSLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD 858788809 DS DS DS SF DD L O D LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODUGPUGPUGP72 75 72 810 DD DS DS UGPUGPUGPUGP828582811 DS DD DD LO D LO D LODLODLO D L O D L O D L O D 72 75 72 901 DS DS DD DD EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL SKIMMER BASIN 810 SKIMMER BASIN 811 SKIMMER BASIN 901 SKIMMER BASIN 807 RISER BASIN 808 SKIMMER BASIN 809 0 SCALE 1"=30' 60'30'NAD 83C4.39 Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.37 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/23/2019 7:32 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 69 73 70 903 DS DS DD LOD LOD LOD LOD LODLODLODL O D L O D L O D L O D L O D L O D LOD LOD LOD LOD 7 1 7 4 7 1 902 DS DS DD SFO LODLODLODLODLOD LOD LOD (1) SKIMMER (2) 21" BARRELS (2) 36" RISERS 707172 69 904 DS LOD LOD LOD LOD LOD LOD LODUGPUGPUGPUGPUGPUGPUGP 707370905 DS DS DD SFOLOD LODLOD717471906 DS DS DD DD SFO LODLODLODLODLODEROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL SKIMMER BASIN 905 SKIMMER BASIN 906 SKIMMER BASIN 902 SKIMMER BASIN 903 RISER BASIN 904 0 SCALE 1"=30' 60'30'NAD 831"=30' EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.40 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/23/2019 7:21 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER C4.40 712LODLODLODLOD LOD713 LODLODLODLODLODLODLODLODEROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL SKIMMER BASIN 713SKIMMER BASIN 712 0 SCALE 1"=30' 60'30'NAD 831"=30' EROSION CONTROL - BASIN DETAIL 1"=30' EROSION CONTROL - BASIN DETAIL Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.40 EROSION CONTROL - BASIN DETAIL.dwg | Plotted on 5/24/2019 10:59 AM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER C4.41 NOTE: 1. Basins 712 and 713 have been added with corresponding ditches after the design of the other basins EROSION CONTROL NOTES & DETAILS EROSION CONTROL NOTES & DETAILS Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.42 EROSION CONTROL NOTES & DETAILS.dwg | Plotted on 5/24/2019 10:57 AM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER NOTIFICATION OF COMBINED SELF MONITORING AND SELF INSPECTION THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION CONTROL AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: HTTP://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE RALEIGH REGIONAL OFFICE AT (919) 791-4200. SITE AREA DESCRIPTION STABILIZATION TIME FRAME STABILIZATION TIME FRAME EXCEPTIONS 1) GROUND STABILIZATION PERIMETER DIKES, SWALES, DITCHES AND SLOPES NONE HIGH QUALITY WATER (HQW) ZONES NONE SLOPES STEEPER THAN 3:1 IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. SLOPES 3:1 OR FLATTER 7-DAYS FOR SLOPES GREATER THAN 50 FEET IN LENGTH ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE (EXCEPT FOR PERIMETERS AND HQW ZONES) 2) INSPECTIONS -WEEKLY INSPECTION REQUIREMENTS. -RAIN GAUGE AND INSPECTIONS AFTER 0.5" RAIN EVENTS. -INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS". -INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS UNLESS A SITE SPECIFIC EXEMPTION IS APPROVED. -RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST. -ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBMITTED UNDER CERTAIN CONDITIONS. 3) CONDITIONS IN EROSION & SEDIMENTATION CONTROL PLANS* -DESIGNATION ON THE PLANS WHERE THE 7 AND 14 DAY GROUND STABILIZATION REQUIREMENTS OF THE NPDES PERMIT APPLY. -ALL BASINS WITH GREATER THAN 1 ACRE DRAINAGE AREA MUST BE DESIGNED SUCH THAT THE SURFACE WITHDRAWAL REQUIREMENTS OF THE NPDES PERMIT IS INCLUDED. 4) SEDIMENT BASINS -OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS DRAINAGE AREA IS LESS THAN 1 ACRE. -USE ONLY DWQ-APPROVED FLOCCULANTS. 14 DAYS 7 DAYS 7 DAYS 7 DAYS CONSTRUCTION SEQUENCE 1.CONTRACTOR SHALL OBTAIN COPY OF THE APPROVED EROSION CONTROL PLAN AND MAINTAIN A COPY OF THE PLAN ON SITE THROUGHOUT DURATION OF CONSTRUCTION. 2.CONTRACTOR SHALL NOTIFY NCDEQ, LAND, MINERAL AND LAND RESOURCES DIVISION AT (919) 791-4200 A MINIMUM OF 72 HOURS BEFORE START OF CONSTRUCTION ON EACH PHASE. 3.RECOMMEND TAKING SOIL SAMPLES TO DETERMINE SEED AND FERTILIZER RATES. 4.CONTRACTOR AND INSPECTOR SHALL COORDINATE WHICH AREAS ARE BEING WORKED ON. CONTRACTOR SHALL PROVIDE IMMEDIATE STABILIZATION TO ALL DISTURBED AREAS ONCE GRADING IS COMPLETE PRIOR TO DISTURBING ANOTHER AREA. 5.INSTALL CONSTRUCTION ENTRANCES. 6.CUT TREES, CLEAR AND GRUB OR DENUDE AREAS ONLY AS REQUIRED TO INSTALL EROSION CONTROL DEVICES AS SHOWN ON THE PLAN AND STABILIZE THOSE AREAS IMMEDIATELY AFTER CONSTRUCTION. NO UPSLOPE LAND DISTURBING ACTIVITIES SHALL TAKE PLACE UNTIL PERIMETER CONTROLS ARE IN PLACE AND FUNCTIONAL. 7.INSTALL SILT FENCE PER PLANS. SILT FENCE IS TO BE INSTALLED IN AREAS DOWNSTREAM OF DIVERSION DITCHES AND ON THE DOWNSTREAM SIDE OF BASINS. SILT FENCE OUTLETS AND CHECK DAMS TO BE PLACED DOWNSTREAM OF SEDIMENT BASINS AT LOW POINTS AND IN DITCHES. 8.ENSURE SILT FENCE, SILT FENCE OUTLETS, AND CONSTRUCTION ENTRANCE ARE PROPERLY INSTALLED. 9.INSTALL TEMPORARY SEDIMENT BASINS, RISERS, AND SKIMMERS PER PLANS. 10.INSTALL TEMPORARY DIVERSION DITCHES TO ENSURE SEDIMENT LADEN RUNOFF ENTER INTO THE BASINS. ALL DIVERSIONS ARE TO BE STABILIZED WITH ROLLED EROSION CONTROL PRODUCTS. 11.CONTRACTOR SHALL MONITOR SEDIMENT BASINS AND ENSURE BASINS ARE DRAINING PROPERLY. DUE TO THE NATURE OF THIS SITE AND THE FLAT TERRAIN, THERE ARE NOT A LOT OF TRUE OUTFALL LOCATIONS. BASINS SHOULD ONLY DEWATER THROUGH THE SKIMMERS DURING CONSTRUCTION. IF NECESSARY, CONTRACTOR SHALL PUMP OUT SEDIMENT BASINS INTO SAND FILTER BAGS PER DETAIL FOR BASIN REMOVAL. CONTRACTOR SHALL MONITOR BASINS AFTER EACH RAINFALL. 12.BASINS AND DIVERSIONS SHALL BE STABILIZED IMMEDIATELY UPON CONSTRUCTION. 13.PROVIDE STABLE TRANSITIONS FROM TEMPORARY DIVERSIONS INTO BASINS. 14.CONTRACTOR SHALL THEN PROCEED WITH THE REMAINDER OF THE CLEARING AND GRUBBING AND THE CONSTRUCTION OF ACCESS ROADS, POWER CABLES, TRANSFORMER/INVERTER PADS, SOLAR PANELS, AND PERIMETER FENCE. WHERE FENCE IS IN CONFLICT WITH TEMPORARY DIVERSION DITCHES AND/OR SEDIMENT BASINS THOSE PORTIONS OF FENCE SHOULD BE POSTPONED UNTIL THE SITE IS STABILIZED AND THE CONFLICTING DITCHES AND/OR BASINS HAVE BEEN REMOVED. ONCE CLEARING AND GRUBBING HAVE BEEN COMPLETED, THE SITE SHALL BE SEEDED, MULCHED, AND ANCHORED PRIOR TO POST INSTALLATION. 15.ROADS SHOULD BE EVALUATED AFTER RUNOFF PRODUCING EVENTS AND RE-GRADED OR ADDITIONAL GRAVEL ADDED AS NECESSARY. 16.ONCE AN AREA OF CONSTRUCTION HAS BEEN COMPLETED, CLEAN OUT SEDIMENT IN EROSION CONTROL DEVICES AND PROVIDE PERMANENT GROUND COVER AS SPECIFIED ON PLANS. AFTER SEDIMENT BASINS AND DIVERSION DITCHES HAVE BEEN REMOVED THE CONFLICTING PORTIONS OF THE PERIMETER FENCE MAY BE INSTALLED. 17.CONTRACTOR SHALL MINIMIZE DISTURBED AREA THROUGHOUT CONSTRUCTION OF ENTIRE PROJECT WHERE POSSIBLE. ALL EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 18.AFTER PERMANENT GROUND COVER IS ESTABLISHED, REMOVE ANY TEMPORARY EROSION CONTROL DEVICES AND STABILIZE ALL DISTURBED AREAS RESULTING FROM THOSE ACTIVITIES PER SEEDING AND MULCHING SPECIFICATIONS ON THE APPROVED PLANS. IF NECESSARY, CONTRACTOR SHALL PUMP OUT SEDIMENT BASINS INTO SAND FILTER BAGS PER DETAIL. 19.INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND AT LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED. 20.INSPECT PERMANENT STABILIZATION AND RE-SEED AS NECESSARY. GENERAL CONDITIONS SEEDBED PREPARATION 1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2.RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). 5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. * APPLY: AGRICULTURAL LIMESTONE: 1-1.5 TONS/ACRE ON COURSE TEXTURED SOILS AND 2-3 TONS/ACRE IN FINE-TEXTURED SOILS; SOILS WITH pH OF 6 OR HIGHER NEED NOT BE LIMED FERTILIZER: 700-1000 LBS/ACRE (10-10-10) MULCH: 2 TONS/ACRE (SMALL GRAIN STRAW) ANCHOR: ASPHALT EMULSION AT 450 GAL./ACRE TYPE TEMPORARY SEEDING SCHEDULE DATE AUG 15 - DEC 30 RYE 120 LBS/ACRE PLANTING RATE ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50 LBS/ACRE AND COASTAL PLAIN) APR. 15 - AUG 15 GERMAN MILLET 40 LBS/ACRE (COASTAL PLAIN) (COASTAL PLAIN) DEC 1 - APR 15 TYPE PERMANENT SEEDING SCHEDULE FOR COASTAL PLAIN DATE APR 15- AUG 15 GERMAN MILLET 10 LBS/ACRE BROADCAST SEEDING RATES SERICEA LESPEDEZA 15 LBS/ACRE AUG 15 - APR 15 RYE GRAIN 40 LBS/ACRE OCT 1 - APR 1 AUG 30 - MAR 15 KY 31 TALL FESCUE 200-250 LBS/ACRE APR 15- JUN 15 BERMUDA 25 LBS/ACRE KOBE LESPEDEZA 10 LBS/ACREMAY 1 - SEP 1 NOTES: 1. L = THE LENGTH OF THE RIPRAP APRON. 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6" (INCHES). 3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. A A I.D. PLAN VIEW SECTION 'A-A' FILTER FABRIC d L PIPE PIPE OUTLET PROTECTION NO SCALE 3 * I.D. L W MAINTENANCE INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFCANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS. BASINS: OUTLET PROTECTION CALCULATIONS NTS C4.42 EROSION CONTROL NOTES & DETAILS C4.43NTS EROSION CONTROL NOTES & DETAILS Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.42 EROSION CONTROL NOTES & DETAILS.dwg | Plotted on 5/24/2019 10:39 AM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER STD. # 40.38SEE N.C. DENR EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA.SKIMMERNOTE: SKIMMER TO BE TETHEREDWDP 9-12-2012DATE: 7/11/07BOTTOM SURFACE WATER SURFACE PVC PIPE " HOLES IN UNDERSIDE PVC END CAP PVC TEE PVC ELBOW PVC END CAP FLEXIBLE HOSE SCHEDULE 40 PVC PIPE PVC TEE ORIFICE PLATE SCHEDULE 40 PVC PIPEPVC VENT PIPE WATER ENTRY UNIT "C" ENCLOSURE ARM ASSEMBLY REVISIONSDRAWN BY: WDPPUBLIC WORKS DEPARTMENTCITY OF RALEIGHNO SCALE STORAGE PERSPECTIVE VIEW NO SCALE SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE 1.5' 1.5' 1' 1'2'FLOW SEDI M E N T FLO W FLOW AREA FLOWFLOW STANDARD HORSESHOE INLET PROTECTION #5 WASHED STONE. 1'-0" THICK x 3'-0" HIGH MINIMUM RIP RAP HEADWALLINVERT PIPE CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW) AREAS TO BE DISTURBED (CUT, FILL, ETC.) SEDIMENT STORAGE FLOOD STORAGE ZONE PIPE INVERT RIP RAP HEADWALL NATURAL GROUND CLASS 1 RIP-RAP #5 WASHED STONEMAXIMUM SEDIMENT DEPTH (CLEAN OUT POINT) EFFECTIVE: 01/31/08 WAKE COUNTY NORTH CAROLINA MAINTENANCE INSPECT, CLEAN, AND PROPERLY MAINTAIN THE EXCAVATED BASIN AFTER EVERY STORM UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED. TO PROVIDE SATISFACTORY BASIN EFFCIENCY, REMOVE SEDIMENT WHEN THE VOLUME OF THE BASIN HAS BEEN REDUCED BY ONE-HALF. SPREAD ALL EXCAVATED MATERIAL EVENLY OVER THE SURROUNDING LAND AREA OR STOCKPILE AND STABILIZE IT APPROPRIATELY. SEDIMENT BASIN (WITH RISER BARREL PIPE) MAINTENANCE INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. BAFFLES MAINTENANCE INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTINGDRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THEAREA TO GRADE, AND STABILIZE IT. SKIMMER SEDIMENT BASIN MAINTENANCE INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. REPAIR BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. * RISER STRUCTURE AND BARREL PIPE SHALL BE CORRUGATED METAL * 5. INSTALL AN IMPERMEABLE LINER ON THE SPILLWAY. STD. # 40.35 3' MIN COIR MESH OR JUTE, TRENCHED INTO BOTTOM AND SIDE 4'MAX STAKE TO SUPPORT WIRE EMERGENCY SPILLWAY 6" MIN. INVERT ELEVATION OF EMERGENCY SPILLWAY SEDIMENT STORAGE ZONE DEWATERING ZONE INFLOW STRUCTURE 3 YEARS MAX 3 MINUMUM 24 HOURS SKIMMER 2 FEET 6:1 2:1 325 SQUARE FEET PER CFS OF Q10 PEAK FLOW 1800 CUBIC FEET PER ACRE OF DISTURBED AREA 10 ACRES STONE CROSS-SECTION VIEW WDP10-12-2012 SKIMMER SEDIMENT BASIN STONE PAD SUPPORT POST 24" INTO BOTTOM OR SIDESSUPPORT ROPE TO WIRE TO PREVENT SAGGING BAFFLE DETAIL DESIGN LIFE OF FABRIC IS 6-12 MONTHS TETHER WDP 1-9-2012 JUTE OR COIR BAFFLES DESIGN LIFE: BAFFLES REQUIRED: MINIMUM DEWATERING TIME: DEWATERING MECHANISM: MINIMUM DEPTH: MAXIMUM L/W RATIO: MINIMUM L/W RATIO: MINIMUM SURFACE AREA MINIMUM VOLUME: MAXIMUM DRAINAGE AREA: PRIMARY SPILLWAY: DESIGN CRITERIA DATE: 7/11/07 1' FREEBOARD EMBANKMENT FILTER FABRIC REVISIONS DRAWN BY: WDP PUBLIC WORKS DEPARTMENT CITY OF RALEIGH ENERGY DISSAPATOR TETHER SKIMMER EMERG E N C Y 9"-16" STONE W/FABRIC STONE ENERGY DISSIPATOR C O M P A C T E D E A R T H E N D A M MIN. SIZE 15"CMP 12" SMOOTH WALL 5' CREST WIDTH SPIL L W A Y EXTEND BAFFLES UP SIDES AS TO NOT ALLOW FLOW AROUND THE ENDS. SECOND CHAMBER FIRST CHAMBER INLET ZONE * AREA OF BASIN WATER SURFACE AT TOP OF PRINCIPAL SPILLWAY ELEVATION AREA* L AVERAGE WIDTH W PROVIDE STABLE TRANSITIONS FROM TEMPORARY DIVERSIONS INTO BASINS. PROVIDE 25% BAFFLE SPACING WITHIN BASIN. INSTALL AN IMPERMEABLE LINER ON THE SPILLWAY. NOTES: PIPE OR DITCH PLAN VIEW 14" RIPRAP DITCH STABILIZATION DETAILS NO SCALE LENGTH OF 2:1 SLOPE INTO BASIN (10' MINIMUM) WIDTH OF DITCH RIPRAP, D50=6" FILTER FABRICPROFILE VIEW INSTALLATION: 1.GRADE DIVERSION DITCH AS SHOWN ON PLANS TO THE BASIN/TRAP. 2.EXCAVATE LAST PORTION OF DITCH 14" TO ACCOMMODATE THE PLACEMENT OF THE RIPRAP. 3.ENSURE RIPRAP MAINTAINS THE DITCH SHAPE INTO THE BASIN/TRAP. 4.ENSURE POSITIVE DRAINAGE. MAINTENANCE: 1.INSPECT RIPRAP TRANSITIONS WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. ENSURE THAT RUNOFF IS GOING THROUGH STABLE TRANSITION AND NOT BYPASSING ON THE SIDES. 2.CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS. VARIES 2:1 M A X S L O P E 2:1 MA X S L O P E VARIES CROSS-SECTION VIEW NOTE: SEE TABLE ON SHEET C2.03 FOR CROSS SECTION GEOMETRY FOR EACH APPLICABLE DIVERSION. DITCH BOTTOM BASIN BOTTOM TOP OF RIPRAP SHEET 1 OF 1 DETAIL No. 04000.23STANDARD SILT FENCE OUTLET SIDE VIEW FRONT VIEW HARDWARE CLOTH WIRE FENCE STEEL FENCE POST GRADE NOTE: BURY WIRE FENCE, HARDWARE CLOTH, AND SILT FENCE FABRIC 8 INCHES INTO THE TRENCH GRADE 18" SILT FENCE FABRIC WIRE FENCE (OPTIONAL) STEEL FENCE POST SET MAXIMUM 2 FEET APART FILTER OF 1 INCH DIAMETER # 57 WASHED STONE PLAN VIEW FILTER OF 1 INCH DIAMETER # 57 WASHED STONE STEEL FENCE POSTSILT FENCE FABRIC ON WIRE FENCE HARDWARE CLOTH ON WIRE FENCE HARDWARE CLOTH NOTE: SILT FENCE FABRIC TO OVERLAP HARDWARE CLOTH BY 12 INCHES FLOW DIRECTION FLOWFLOWFLOWOVERLAP 12 INCHES OVERLAP 12 INCHES 8" NOTE: USE SILT FENCE OUTLETS ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND THERE IS A LOW AREA. USE AS A REPAIR OF SILT FENCE FAILURES. EFFECTIVE: 12/10/09 EXTEND WIRE FENCE AND HARDWARE CLOTH INTO TRENCH 8" MIN DEEP AND 4" MIN FORWARD BACKFILL TRENCH AND COMPACT THOROUGHLY SILT FENCE OUTLET MAINTENANCE INSPECT OUTLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE OUTLET WHEN NEEDED. CORRECT ALL DAMAGE IMMEDIATELY. REMOVE SEDIMENT ACCUMULATED BEHIND THE OUTLETS ONCE SEDIMENT REACHES ONE-HALF OF THE HEIGHT OF THE OUTLET. ADD STONES TO OUTLETS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. EROSION CONTROL NOTES & DETAILS C4.44NTS EROSION CONTROL NOTES & DETAILS Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.42 EROSION CONTROL NOTES & DETAILS.dwg | Plotted on 5/24/2019 10:40 AM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER MAINTENANCE INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. CONSTRUCTION SPECIFICATIONS 1. USE SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0-120 DEGREES F. 2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LF STEEL WITH A MINIMUM LENGTH OF 5'. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC. 3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES. NATURAL GRADE. 18-24" 8" 24" SHEET DRAINAGE ONLY. SILT FENCE DETAIL 6" MIN. EXISTING ROADWAY ROADWAY EXISTING FABRIC UNDER STONE 12" MIN. CROSS SECTION PLAN 70' MIN.30' MIN. 30' MIN. 2-3" COARSE AGGREGATE CONSTRUCTION SPECIFICATIONS 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT. 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS AND SMOOTH IT. 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE. MAINTENANCE MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND IT OUT A NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS. NTS CONSTRUCTION ENTRANCE DETAIL DETAIL No. STANDARD CHECK DAM EFFECTIVE: 12/10/09 NTS ULTRAVIOLET RESISTANT GEOTEXTILE FABRIC AT LEAST 95% BY WEIGHT POLYOLEFINS OR POLYESTER CONFORMING TO ASTM D 6461 FABRIC INTO TRENCH 8" MIN DEEP AND 4" MIN FORWARD BACKFILL TRENCH AND COMPACT THOROUGHLY STEEL POSTS, MIN 1.33 LB/LF, MIN 5' LONG AT 8' O.C. WITH STANDARD STRENGHT FABRIC WITH WIRE FENCE NOTE: SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS OR IN AREAS OF CONCENTRATED FLOWS (CREEKS, DITCHLINES, SWALES ETC.). 100' MIN. BUT SUFFICIENT TO KEEP SEDIMENT ON SITE CHECK DAM MAINTENANCE INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.CONCRETE WASHOUT MAINTENANCETHE CONCRETE WASHOUT MUST BE CLEANED, OR A NEW FACILITYCONSTRUCTED, ONCE THE WASHOUT AREA IS TWO-THIRDS (2/3) FULL. AS NOTED ON IMPACT TABLE TIE TO GRADE 16'1:1OUTLET PROTECTION 5' TEMP. COFFER DAM WITH PUMP AROUND 5' EXISTING GROUND 6" COUNTERSINK EXISTING GROUND 5' CULVERT CULVERT TYPICAL SECTION 1 : 1 NTS EROSION CONTROL NOTES & DETAILS C4.45 EROSION CONTROL NOTES & DETAILS CHANNEL STABILIZATION MATTING MAINTENANCE ALL CHANNEL STABILIZATION MATTING SHALL BE INSPECTED PERIODICALLY FOLLOWING INSTALLATION, PARTICULARLY AFTER RAINSTORMS WITH 1/2 INCH OF RAINFALL, TO CHECK FOR EROSION AND UNDERMINING. ANY DISLOCATION OR FAILURE SHOULD BE REPAIRED IMMEDIATELY. IF WASHOUTS OR BREAKAGE OCCURS, RE-INSTALL THE MATERIAL AFTER REPAIRING DAMAGE TO THE DITCH. CONTINUE TO MONITOR THESE AREAS UNTIL THEY BECOME PERMANENTLY STABILIZED. NOTE: ALL SLOPES 3:1 OR GREATER SHALL RECEIVE MATTING AS NECESSARY TO ENSURE ADEQUATE STABILIZATION. CULVERT CROSSING TYPICAL SECTION SCALE: NTS 30 L.F. 48" RCP @ 3.23 % INV. IN = 75.40, INV. OUT = 74.431 PERMANENT CULVERT SCHEDULE NOTES: 1.PIPE INVERTS NOTED IN CULVERT DESIGN TABLE ACCOUNT FOR COUNTERSINKING WHERE APPLICABLE. 2.PUMP AROUND FOR COFFER DAM SHALL USE SILT BAG AS SHOWN ON C4.18. 20 L.F. 36" RCP @ 1.46 % INV. IN = 75.65, INV. OUT = 75.362A 22 L.F. 30" RCP @ 0.96 % INV. IN = 66.66, INV. OUT = 66.453A 26 L.F. 30" RCP @ 0.50 % INV. IN = 91.49, INV. OUT = 91.364 24 L.F. 30" RCP @ 0.17 % INV. IN = 70.00, INV. OUT = 69.965 26 L.F. 24" RCP @ 0.92 % INV. IN = 66.97, INV. OUT = 66.736 24 L.F. 18" RCP @ 0.17 % INV. IN = 67.39, INV. OUT = 67.357 28 L.F. 24" RCP @ 0.04 % INV. IN = 64.31, INV. OUT = 64.308A 8B 28 L.F. 15" RCP @ 0.5 % INV. IN = 81.02, INV. OUT = 80.889 28 L.F. 18" RCPT1 TEMPORARY CULVERT SCHEDULE 28 L.F. 18" RCPT2 30 L.F. 18" RCPT3 32 L.F. 18" RCPT4 32 L.F. 18" RCPT5 28 L.F. 18" RCPT6 20 L.F. 36" RCP @ 1.45 % INV. IN = 75.15, INV. OUT = 74.862B 20 L.F. 36" RCP @ 1.46 % INV. IN = 75.65, INV. OUT = 75.362C 22 L.F. 30" RCP @ 0.95 % INV. IN = 66.17, INV. OUT = 65.963B 22 L.F. 30" RCP @ 0.96 % INV. IN = 66.67, INV. OUT = 66.463C 22 L.F. 30" RCP @ 0.96 % INV. IN = 66.67, INV. OUT = 66.463D 28 L.F. 24" RCP @ 0.04 % INV. IN = 64.81, INV. OUT = 64.80 32 L.F. 15" RCP @ 2.28 % INV. IN = 80.09, INV. OUT = 79.3610 26 L.F. 15" RCP @ 0.49 % INV. IN = 78.83, INV. OUT = 78.8011 20 L.F. 15" RCP @ 0.1 % INV. IN = 81.05, INV. OUT = 81.0312 68 L.F. 24" RCP @ 0.15 % INV. IN = 80.67, INV. OUT = 80.5713 34 L.F. 15" RCP @ 1.74 % INV. IN = 71.88, INV. OUT = 71.2814 CULVERT REMOVED15 CULVERT REMOVED16 64 L.F. 15" RCP @ 0.48 % INV. IN = 95.06, INV. OUT = 94.7517 CULVERT REMOVED18 30 L.F. 15" RCP @ 0.33 % INV. IN = 92.94, INV. OUT = 92.8419 CULVERT REMOVED20 28 L.F. 15" RCP @ 2.21 % INV. IN = 68.91, INV. OUT = 68.2921 CULVERT REMOVED22 CULVERT REMOVED23 28 L.F. 18" RCPT7 36 L.F. 18" RCPT8 46 L.F. 18" RCPT9 26 L.F. 18" RCPT10 28 L.F. 18" RCPT11 24 L.F. 18" RCPT12 26 L.F. 18" RCPT13 28 L.F. 18" RCPT14 52 L.F. 18" RCPT15 28 L.F. 18" RCPT16 28 L.F. 18" RCPT17 54 L.F. 18" RCPT18 34 L.F. 18" RCPT19 CROSS SECTION A-A PLAN VIEW DETAIL No. STANDARD TEMPORARY DIVERSION DITCH NOTES: 1.STABILIZE DIVERSION DITCH WITH TEMPORARY SEEDING AND ROLLED EROSION CONTROL PRODUCTS. USE DS75 OR EQUIVALENT MATTING UNLESS OTHERWISE NOTED. STABILIZATION REQUIRED WITHIN 7 DAYS. 2.MODIFY DITCH DIMENSIONS WHERE SPECIFIED ON PLANS.A A SIDE SLOPES 2 : 1 (MAXIMUM) UPSLOPE TOE STEEP CUT OR FILL SLOPE 2' MIN. POSITIVE GRADE 1.0% MAXIMUM 2 : 1 SLOPE (MAXIMUM) 2' MINIMUM STEEP CUT OR FILL SLOPE TOP OF DITCH TOP OF DITCH EFFECTIVE: 12/10/09 MAINTENANCE INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. (SEE TABLE ON SHEET C2.03) 2' MINIMUM BOTTOM OF DITCH BOTTOM OF DITCH 2' MIN (SEE TABLE ON SHEET C2.03). 30 L.F. 24" RCP @ 0.17 % INV. IN = 67.21, INV. OUT = 67.1624 30 L.F. 24" RCP @ 0.60 % INV. IN = 67.77, INV. OUT = 67.5925A 30 L.F. 24" RCP @ 0.60 % INV. IN = 67.77, INV. OUT = 67.5925B CULVERT REMOVED26 CULVERT REMOVED27 Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.42 EROSION CONTROL NOTES & DETAILS.dwg | Plotted on 5/24/2019 10:41 AM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER NOTE: INVERTS TO MATCH TEMPORARY DITCH FLOW LINES 30 L.F. 18" RCPT20 34 L.F. 18" RCPT21 DITCH CALCULATIONS C4.46 DITCH CALCULATIONS Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.42 EROSION CONTROL NOTES & DETAILS.dwg | Plotted on 5/24/2019 10:41 AM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER DITCH CALCULATIONS NTS Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.42 EROSION CONTROL NOTES & DETAILS.dwg | Plotted on 5/24/2019 1:03 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER DITCH CALCULATIONS C4.47 DITCH CALCULATIONS DITCH CALCULATIONS NTS NCDEQ STANDARD DETAIL SHEET C4.48 NCDEQ STANDARD DETAIL SHEET Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.42 EROSION CONTROL NOTES & DETAILS.dwg | Plotted on 5/24/2019 10:42 AM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1.Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3.Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4.Provide ponding area for containment of treated Stormwater before discharging offsite. 5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary containment structures. HAZARDOUS AND TOXIC WASTE 1.Create designated hazardous waste collection areas on-site. 2.Place hazardous waste containers under cover or in secondary containment. 3.Do not store hazardous chemicals, drums or bagged materials directly on the ground. EQUIPMENT AND VEHICLE MAINTENANCE 1.Maintain vehicles and equipment to prevent discharge of fluids. 2.Provide drip pans under any stored equipment. 3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4.Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5.Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1.Never bury or burn waste. Place litter and debris in approved waste containers. 2.Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3.Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4.Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5.Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6.Anchor all lightweight items in waste containers during times of high winds. 7.Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8.Dispose waste off-site at an approved disposal facility. 9.On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1.Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2.Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3.Contain liquid wastes in a controlled area. 4.Containment must be labeled, sized and placed appropriately for the needs of site. 5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1.Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2.Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3.Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. HERBICIDES, PESTICIDES AND RODENTICIDES 1.Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2.Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3.Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4.Do not stockpile these materials onsite. CONCRETE WASHOUTS 1.Do not discharge concrete or cement slurry from the site. 2.Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4.Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7.Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8.Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9.Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10.At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. EARTHEN STOCKPILE MANAGEMENT 1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3.Provide stable stone access point when feasible. 4.Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. Site Area Description Timeframe variations -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope Stabilize within this many calendar days after ceasing land disturbance 7 7 7 14 None None (a)Perimeter dikes, swales, ditches, and perimeter slopes (b)High Quality Water (HQW) Zones (c)Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed (d)Slopes 3:1 to 4:1 (e)Areas with slopes flatter than 4:1 14 -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed NTS NCDEQ STANDARD DETAIL SHEET C4.49 NCDEQ STANDARD DETAIL SHEET Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C4.42 EROSION CONTROL NOTES & DETAILS.dwg | Plotted on 5/24/2019 10:42 AM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1.E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be documented in the manner described: 2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on the site and available for agency inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical: (a)This general permit as well as the certificate of coverage, after it is received. (b)Records of inspections made during the previous 30 days. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records. (c)All data used to complete the Notice of Intent and older inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1.Occurrences that must be reported Permittees shall report the following occurrences: (a)Visible sediment deposition in a stream or wetland. (b)Oil spills if: ·They are 25 gallons or more, ·They are less than 25 gallons but cannot be cleaned up within 24 hours, ·They cause sheen on surface waters (regardless of volume), or ·They are within 100 feet of surface waters (regardless of volume). (a)Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (b)Anticipated bypasses and unanticipated bypasses. (c)Noncompliance with the conditions of this permit that may endanger health or the environment. 2.Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. NTS T019 T30 T028 T017 T015 T003T004 T001 T012 T013 T002 T011 T006 T007 T008 T010 T005 T009 T014 T016 T031 T018 T020 T022 T023 T024 T025 T036 T027 T029 T040 T021 T037 T035 T032 T033 T034 T026 T038 T039 T041 T042 T T T T T T T T T PIN 3882733583 PARCEL 1 WALTER PHILIP BULLUCK & VICKIE O. BULLUCK & PHILIP BRADLEY BULLUCK DB. 1243, PG. 636 PIN 3882733583 PARCEL 2 WALTER PHILIP BULLUCK & VICKIE O. BULLUCK & PHILIP BRADLEY BULLUCK DB. 1243, PG. 636 PARCEL 12 PIN 3892158962 BRANDON COREY HARRELL, DONNA LYNN BARFIELD, DANIELLE HARRELL KAISER, LINDSAY HARRELL JONES, WENDY OWENS MCLAWHORN & ANDREW JARED OWENS TRACT 1, DB. 1633, PG. 0001 10,409,372 SF, 238.966 AC PARCEL 13 PIN 3882980552 BRANDON COREY HARRELL, DONNA LYNN BARFIELD, DANIELLE HARRELL KAISER, LINDSAY HARRELL JONES, WENDY OWENS MCLAWHORN & ANDREW JARED OWENS TRACT 2, DB. 1633, PG. 0001 13,479,228 SF, 309.440 AC PARCEL 15 PIN 3892591518 OAK FOREST PLANTATION, LLC TRACT 1, DB. 1676, PG. 1038 4,473,919 SF, 102.707 AC PARCEL 22 PIN 3892319482 GEORGE ROBERT HENDRICKS DB. 839, PG. 554 2,225,420 SF, 51.089 AC PARCEL 19 PIN 3892628026 GEORGE ROBERT HENDRICKS DB. 812, PG. 259 8,504,175 SF, 195.229 AC PARCEL 3 PIN 3882549599 WALTER PHILIP BULLUCK & VICKIE O. BULLUCK DB. 932, PG. 889 4,782,095 SF, 109.782 AC. PARCEL 7 PIN 3882654387 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK DB. 932, PG. 887 2,637,593 SF, 60.551 AC PARCEL 5 PIN 3882456499 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK TRACT 1, DB. 1541, PG. 660 590,969 SF, 13.567 AC PARCEL 6 PIN 3882456898 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK TRACT 2, DB. 1541, PG. 660 601,006 SF, 13.797 AC PARCEL 8 PIN 3882661224 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK DB. 1544, PG. 1200 4,768,722 SF, 109.475 AC PARCEL 9 PIN 3882669501 BURT TYREE PHILIPS DB. 966, PG. 894 301,488 SF, 6.921 AC PARCEL 11 PIN 3882778095 BURT TYREE PHILIPS DB. 966, PG. 891 877,184 SF, 20.137 AC PARCEL 18 PIN 3892677234 WILBUR THOMSON DB. 1521, PG. 1025 14,347,443 SF, 329.372 AC PARCEL 2 PIN 3882323627 WALTER PHILIP BULLUCK DB. 1593, PG. 442 9,600,090 SF, 220.388 AC PIN 3882538334 WALTER PHILIP BULLOCK DB 1676, PG. 1086 PARCEL 1 PIN 3882617569 WALTER PHILIP BULLUCK DB. 974, PG. 197 18,778,425 SF, 431.093 AC PARCEL 20 PIN 3892535188 GEORGE ROBERT HENDRICKS MB. 11, PG. 35 9,204,966 SF, 211.317 AC PARCEL 4 PIN 3882130975 JAMES CHALMERS MARROW JR. TRACT 2, DB. 1110, PG. 657 RESIDUAL AREA = 239 AC +/- O H U S T TT T OH U OHU OHU O H U T T TTT T T TT PARCEL 23 PIN 3892322849 HELEN BRAKE DB. 760, PG. 355 3,567,713 SF, 81.903 AC PARCEL 10 PIN 3882774399 BURT TYREE PHILIPS DB. 966, PG. 888 865,609 SF, 19.872 AC PARCEL 17 PIN 3892488151 WILBUR THOMPSON DB. 1521, PG. 1025 6,862,588 SF, 157.543 AC PARCEL 21 PIN 3892432498 GEORGE ROBERT HENDRICKS DB. 812, PG. 176 2,524,112 SF, 57.946 AC PARCEL 14 PIN 3893521218 OAK FOREST PLANTATION LLC. DB. 1676, PG. 1043 24,348,410 SF, 558.963 AC W S A N 3882531175 WALTER PHILIP BULLOCK DB 1543, PG. 753 SHEET 7 PARCEL 18 PIN 3892677234 WILBUR THOMSON DB. 1521, PG. 1025 14,347,443 SF, 329.372 AC PARCEL 1 PARCEL 2 PARCEL 4 PARCEL 3 PARCEL 7 PARCEL 8 PARCEL 12 PARCEL 13 PARCEL 14 PARCEL 15 PARCEL 16 PARCEL 18 PARCEL 20 PARCEL 19 PARCEL 22 PARCEL 21 PARCEL 23 PARCEL 10 PARCEL 11 PARCEL 9 PARCEL 5 PARCEL 6 PARCEL 14 PIN 3893521218 OAK FOREST PLANTATION LLC. DB. 1676, PG. 1043 24,348,410 SF, 558.963 AC SUBSTATION PARCEL SUBSTATION PARCEL A PORTION OF PIN 3882130975 JAMES CHALMERS MARROW JR. TRACT 2, DB. 1110, PG. 657 248.480 SF OR 8.000 AC.OHPOHPOHPOHPOHPOHPOHPOHPM O R N I N G S T A R C H U R C H R O A DBATTLEBORO-LEGGETT ROAD , SR 1407COOL SPRING ROAD, SR 140660' R/W - DB 704 PG 155SPEIGHTS CHAPEL ROADOHPOHPOHPOHPOHPOHPACCESS #8 (EXISTING) ACCESS #7 (EXISTING) ACCESS #5 ACCESS #2 ACCESS #1 (EXISTING) ACCESS #3 (EXISTING) PROPOSED SUBSTATION ACCESS #4 (EXISTING) ACCESS #6 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT OVERALL SITE & GRADING PLAN C5.01" = 1000' OVERALL SITE & GRADING PLAN 0 SCALE 1"=1,000' 2,000'1,000'NAD 83SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15 BLOCK 2 BLOCK 1 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 6 BLOCK 8 BLOCK 7 BLOCK 9 NOTE: 1. AREAS OF PROPOSED GRADING SHOWN ONLY AS NECESSARY FOR MEETING TRACKER TOLERANCES.Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:41 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER UGPUGPUGPUGPUGPUGP UGPSUBSTATION PARCEL A PORTION OF PIN 3882130975 JAMES CHALMERS MARROW JR. TRACT 2, DB. 1110, PG. 657 248.480 SF OR 8.000 AC. 1 0 0 ' V . E . P . C . O . E A S E M E N T D B 2 8 2 , P G 3 5 0 ' V . E . P . C . O . E A S E M E N T D B 7 1 3 , P G 2 0 5 30' ACCESS AND COMMUNICATIONS EASEMENT 50' UTILITY EASEMENT OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPH2 H1 H3 H0 X0 X1 X2 X3 ACCESS #1 (EXISTING) SUBSTATION (SEPARATE PROJECT) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.11" = 100' SITE & GRADING PLAN 0 SCALE 1"=100' 200'100'NAD 83Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:40 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDERMATCHLINE C5.4C5.1SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15MATCHLINE C5.2C5.1NOTE: 1.ACCESS #1 AND THE SUBSTATION ARE CONSTRUCTED AS PART OF ANOTHER PROJECT. 2.THIS SHEET IS PROVIDED AS REFERENCE AND IS FOR UNDERGROUND POWER LINE INSTALLATION AND CONNECTION TO SUBSTATION 92 85 90 9 59595 828384 86878889 9192939496 75 80 727374 76 77 7879 81 82838 3 83 8 3 807677787981828081828582838481 UGPUGPUGPUGPUGPUGP UGPUGPUGP UGP UGP UGP UGP U G P UGPUGPUGPUGPUGPUGPUGP UGP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP1 0 0 ' V . E . P . C . O . E A S E M E N T D B 2 8 2 , P G 3 5 0 ' V . E . P . C . O . E A S E M E N T D B 7 1 3 , P G 2 0 5 80 79 81 80 78 79 81 80 79 81 83 20' GRAVEL ROAD (TYP) 20' GRAVEL ROAD (TYP) PROPOSED 30' ACCESS EASEMENT 14' GRAVEL ROAD (TYP) GATE (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.21" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:39 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.4 C5.2 SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15MATCHLINE C5.2C5.1 69 7070 67686869 69 686869 69 6768 6 9 69 68 69 69 T041 T042 UG PUGPUGPU G P UG P UG P FENCE (TYP) INVERTER (TYP) GATE (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.31" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:37 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15 85 90818182 8 2 83 83 84 86 87 88 89 91 92 8484 84 85 8384 82 83 8485828384 8185 85 T011 T021 T026 UGP UGPUGPUGP UGP UGPU G P UGPUGP UGP UG P UGP UGPUGP UGPO H U O H U O H U O H U O H U O H U O H U O H U T T STREAM IMPACTS 1 40 LF 1 INVERTER (TYP) 20' GRAVEL ROAD (TYP) FENCE (TYP) INVERTER (TYP) 14' GRAVEL ROAD (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.41" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:36 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.1C5.4SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15MATCHLINE C5.4 C5.2 MATCHLINE C5.4C5.5 81 8181 84 7878 78787878787878 787878 7878 79 80 81 8390 86 8788 8991 T016 UGPUGPUGP UGP UGP UGP UGP UGP UGP UGPUGPUGP UGPUGP UGPUGPPIN 3882538334 WALTER PHILIP BULLOCK DB 1676, PG. 1086 W W W OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OH U O H U O H U O H U TT T W W W 3882531175 WALTER PHILIP BULLOCK DB 1543, PG. 753 W UGT WETLAND IMPACT 1 0.013 AC 9 10 11 ACCESS #2 INVERTER (TYP) GATE (TYP) INSTALL SILT FENCE DOWNSTREAM OF BORE PITS REROUTE DITCH AS NECESSARY TO INSTALL CULVERT AND OUTLET PROTECTION 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.51" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:35 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.6 C5.5 SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15MATCHLINE C5.4C5.5MATCHLINE C5.5C5.7 8585 81 81818181 8282 82 82 82 8 3 83838383838 3 83 83 83 838384 84 8080 8181 8 1 8282 82 8 2 8282828282 82 828282 83 8385858582 8383 8384 85838383 83 8 4 8384 84 T005 T016 T031 UGP UGPUGPUGPUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGPUGPUGPUGPUGP WETLAND IMPACT 1 0.013 AC WETLAND IMPACT 3 0.027 AC WETLAND IMPACT 2 0.002 AC 11 12 85 INVERTER (TYP) INVERTER (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.61" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:34 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.6C5.7SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15 MATCHLINE C5.6 C5.5 838 3 83 8384 84 80 80 85 79 7981818 18283 84 81 82 8281 T036 T040 UGP UGP UGP UGP UGPUGPUGPUGPUGP UGPUGP UGPUGP UG P UGPUGPUGPUGPSTREAM IMPACTS 2 35 LF WETLANDS IMPACTS 4 0.047 AC 2A 2B 2C INVERTER (TYP) 14' GRAVEL ROAD (TYP) GATE (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.71" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:33 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.8 C5.7 SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15MATCHLINE C5.7C5.6 959191919 2 939 49494 96 979895 93 94949496 959494 949494 9 6979 8 99 919293 94 T038 T039 UGPUGP UGP UGP UGP UGP UGP UGP UGPUGPUGPUGPTOHPOHPOHP 96979895939498999 5 9496INVERTER (TYP) FENCE (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.81" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:31 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.9 C5.8 SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15 MATCHLINE C5.8 C5.7 MATCHLINE C5.11C5.8 90 95 8686 86 87 88 89 91 92 9394 96 97 98999999 8085909581828384868 7888991919192939496979899 78 77 8181828283838485 80T032 T033UGP UGP UGP UGP T X OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP 90919 5 9 6 97 ACCESS #4 (EXISTING) GATE (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.91" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:31 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.10C5.9SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15MATCHLINE C5.9 C5.8 MATCHLINE C5.9 C5.11 75 727374767777 7 273 747575 7 6 7 7 T034 UGP U G PUGP UGPUGPINVERTER (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.101" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:29 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.10C5.9SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15MATCHLINE C5.10 C5.11 7 6 7 7 7677787 9797979 7975757580727 3 7 4 767676 777 8 79 81758073747 6767677787981 828 0 787 9 81T30 T029 T037 T035 UGP UGP UGP UGP UGPUGPUGPUGPUGPUGPUGP UGPUGP UGP UGP UGP UGP UGP UGP UGPUGPU G P TUGTUGTUGTWW OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP13 82 81 8 2 8 1808076777879818077 78 79 767778ACCESS #5 20' GRAVEL ROAD (TYP) INVERTER (TYP) FENCE (TYP) GATE (TYP) GATE (TYP) ACCESS #6 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.111" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:28 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.13C5.11SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15 MATCHLINE C5.11 C5.12 MATCHLINE C5.10 C5.11 80848382808181 80 81807980818282 8375 8 0808 0 73747677787 9 818 2 75 80 7273 74747476 77 78 79 8182T024 T025 UGPUGPUGPUGPUGPUGPUGP T T T OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP8079 78778077787981ACCESS #3 (EXISTING) INVERTER (TYP) FENCE (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.121" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:27 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.11 C5.12 SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15MATCHLINE C5.13C5.12 7572 737476777 8 7 9 707171717272727272 7 3 74747474747474 74 7 07070 67686971727375 8 0808 0 73747677787 9 818 2 7571727374747476 7676 77 787 9 UGPUGPT028 T025 T027UGPUGP UGPUGPUGP UGPUGP UGPUGP UGP UGP UGP8079 787780777879817 47778 INVERTER (TYP) FENCE (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.131" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:26 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.11C5.13SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15MATCHLINE C5.12C5.13 65 70 646667 68 69 71 72 737373 71717272 7 3 73 7474 747 4 73 757075717 2 73747 2 73 74T022 T023 UGP UGPUGPUGP UG P UG P UG P UG P UG P UGP UGP UGP UGP UGPUGP UGPUGPUGPUGPUGPUGPXX XXXX X X X WETLANDS IMPACTS 5 0.006 AC INVERTER (TYP) FENCE (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.141" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:25 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.14 C5.15 SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15MATCHLINE C5.14C5.17MATCHLINE C5.14C5.16 707070 69 71 72 73 7070707071717171727272 72727 3 7 3 70686971727273737373 70697 1 7068 6 9 71727271T020 UGPUGPXOH U OH U SA N SA N W W 73INVERTER (TYP) FENCE (TYP) GATE (TYP) OHUOHU W O H U O H U O H U O H U S S A N S A N S A N ACCESS #7 (EXISTING) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.151" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:24 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.17C5.15SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15 MATCHLINE C5.14 C5.15 MATCHLINE C5.15 C5.15 INSET MATCHLINE C5.15 C5.15 INSET 7170 71 7273 747172 T018 U G PUGP UGPUGPUGPUGPUGPUGPUGPUGP UGP UGP UGPUGPUGPUGPUGPUGP UGP74INVERTER (TYP) FENCE (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.161" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:22 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.16C5.14SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15 MATCHLINE C5.16 C5.17 7 0 70 696971 7373686971 72 7371 727372 73 70697 1 70717273 T019 UGPUGPUGPU G P UGP UGPUGP UGPSTREAM IMPACTS 6 32 LF 6 21 FENCE (TYP) FENCE (TYP) INVERTER (TYP) 14' GRAVEL ROAD (TYP) GATE (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.171" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:21 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.17C5.15SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15 MATCHLINE C5.16 C5.17 70757575 69 71727374 75 T001 UGPUGP INVERTER (TYP) FENCE (TYP) GATE (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.181" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:20 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.18 C5.20 SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15 75737373 747474747475737373 747676767675757 575 75757575757575757574T003T004 UGPUGPUGPUGPUGPUGP UGPUGPUGPUGP UGP76INVERTER (TYP) FENCE (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.191" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:19 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.20C5.19SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15MATCHLINE C5.19 C5.21 757575757572727373747476767475 75747071727473737475 707 0 6 9 6971717 2 72737373 73737 3 75737473 73 7475 72 72 73 74 T002 T006 UGP UGPUGPUGPUGPUGP UGP UGP UGP UGP UGPSTREAM IMPACTS 5 36 LF 5 75INVERTER (TYP) FENCE (TYP) 14' GRAVEL ROAD (TYP) GATE (TYP) GATE (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.201" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:17 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.18 C5.20 SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15 MATCHLINE C5.20 C5.21 MATCHLINE C5.20 C5.22 MATCHLINE C5.20C5.23MATCHLINE C5.19C5.20 7575 7575 73737373 74 74747474 7575 75757575 7 5757 5 7 5 71717 2 737373 74747 4 727374 66 66 67 67 68 68 6 8 6 8 7 0 6 9 7 1 72 73 707 0 6 9 6971717 2 72737373 73737 3 7573747 071 7273 73 74T007 T008 UGPUGPUGPUGPUGPUGPUGP UGP UGPUGPUGPUGPSHEET 7 STREAM IMPACTS 3 36 LF 3A 3B 3C 3D75INVERTER (TYP) 20' GRAVEL ROAD (TYP) 14' GRAVEL ROAD (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.211" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:15 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.20 C5.21 SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15 MATCHLINE C5.19 C5.21 9 5 94 9696 96 9 6 9797 97 9 7 97 97 979797 979797 97 97 98989696 97989797 73 7 2 7 3 72727374 80859079818283848687888991929394 96 979 7 979797 98 96977572 737495 93 9 4 96 979095899192939496 75727273 73 74 T012 T013 T009 T014 UGP UGP UGPUGPUGPUGPUGP UGP UGP UGPUGPUGPUGPUGPUGPUGPUGPUGP UGP STREAM IMPACTS 4 36 LF4 17 19 7598 INVERTER (TYP) 14' GRAVEL ROAD (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.221" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:14 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.20 C5.22 SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15 MATCHLINE C5.22 C5.24 MATCHLINE C5.23 C5.22 9 6 979797 9 5 94 9696 96 9 6 9797 97 9 7 97 97 979797 97979 7 97 97 98 98100999696 9798979796 979 7 979797 98 96979596979 8 99 9 8 979593949697T012 T013 T010 UGP UGP UGPUGP UGP UGP UGPUGPUGPUGPUGPUGP UGP STREAM IMPACTS 4 36 LF4 17 19 98 INVERTER (TYP) FENCE (TYP) 14' GRAVEL ROAD (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.231" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:12 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.20C5.23SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15MATCHLINE C5.23 C5.22 6 5 707070 6 6 6 7 6 8 69 7 1 72 73 7373717171 71 72 7 3 74 74 7 3 7 3 7373 7 4 71 72 73 7 4 72 73 7 47374T017 T015 UGPUGPUGPUGP UGP UGP UGPUGPUGPUGPUGPUGP7 5 INVERTER (TYP) FENCE (TYP) 140 139 EXISTING LEGEND PROPOSED LEGEND OHP 100 UGP STORM CULVERT UNDERGROUND BORE UNDERGROUND POWER CONTOUR TEMP LAYDOWN AREAS EQUIPMENT PAD SOLAR ARRAY CHAINLINK FENCE UTILITY POLE STORM CULVERT OVERHEAD ELECTRIC TREE LINE MINOR CONTOUR MAJOR CONTOUR 50' ENVIRONMENTAL BUFFER STREAM CENTERLINE DITCH CENTERLINE EASEMENT - POWER WETLANDS FEMA 100 YEAR FLOODPLAIN TREE LINE GRADED AREA PROJECT AREA WETLAND IMPACTS PROPERTY LINE EASEMENT LANDSCAPE SCREENING CULVERT LABEL (PERMANENT) Q CONSERVATION AREA GRAVEL ACCESS ROAD ACCESS EASEMENT SITE & GRADING PLAN C5.241" = 100' SITE & GRADING PLAN Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.0-GRAD.dwg | Plotted on 5/23/2019 7:08 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 0 SCALE 1"=100' 200'100'NAD 83MATCHLINE C5.22 C5.24 SHEET KEY 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.15 SITE NOTES & DETAILS C5.25NTS SITE NOTES & DETAILS Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.25-NTDT.dwg | Plotted on 5/23/2019 7:04 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER LANDSCAPE BUFFER DETAIL NOT TO SCALE PROPOSED SECURITY FENCE EVERGREEN SHRUBS OFFSET ROWS NOTES 1.VEGETATION TO CONSIST OF DOUBLE ROW OF OFFSET EVERGREENS, ABSENT MATURE VEGETATION, INSTALLED AT A MINIMUM 3 FT FEET AND A REACHING A MINIMUM HEIGHT OF 6 FEET IN 3 YEARS.VARIES - SEE NOTE 3SOLAR ARRAYS 10'20'20' 4" ABC STONE STABILIZED SUBGRADE (SEE NOTE 1) 20' ACCESS ROAD TYPICAL SECTION NOTES: 1.SUBGRADE SHALL BE CEMENT STABILIZED. CONTRACTOR SHALL PROOF ROLL AND MODIFY AS DIRECTED BY GEOTECHNICAL ENGINEER. CEMENT STABILIZATION SPECIFICATION: A.A MINIMUM THICKNESS OF 12-INCH OF INSITU SOILS SHALL BE SCARIFIED, MIXED EVENLY WITH THE CEMENT, MOISTURE CONTROLLED, AND ADEQUATELY COMPACTED SUCH THAT THE SPECIFIED FINAL SUBGRADE CONDITION IS ACHIEVED. B.BECAUSE OF THE VARIABILITY OF THE NATIVE SOILS, THE CORRECT PROPORTION OF CEMENT TO USE SHALL BE DETERMINED BY TESTING SPECIMEN BEFORE CONSTRUCTION, STARTING FROM A MINIMUM PERCENTAGE RATE BY WEIGHT OF 5% PER FINAL GEOTECHNICAL REPORT. 2.CROSS SLOPE ROAD APPROACH MAY BE USED DURING CONSTRUCTION WHEN DRAINAGE IS PERPENDICULAR TO ROAD ALIGNMENT NTS 2% SLOPE 2% SLOPE 4" ABC STONE STABILIZED SUBGRADE (SEE NOTE 1) 20' 2% SLOPE 2% SLOPE ACCESS ROAD - CROWNED ACCESS ROAD - CROSS SLOPE UGPUGPUGPUGP UGPUG P U G P U G P UGPUGPSTREAM IMPACTS 1 40 LF 1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STREAM CROSSING 1 PROFILE 65 70 75 80 85 65 70 75 80 85 130.0 0 ' O F 48" R C P @ 3. 2 3 % -0+50 0+00 1+00 1+50 STREAM IMPACTS 2 35 LF 2A 2B 2C HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STREAM CROSSING 2 PROFILE 65 70 75 80 85 65 70 75 80 85 2B 20.00' OF 36" RCP @ 1.45% -0+50 0+00 1+00 1+50 UGP UGP UGP UGP UGP STREAM IMPACTS 3 36 LF 3A 3B 3C 3D HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STREAM CROSSING 3 PROFILE 55 60 65 70 75 55 60 65 70 75 3B 22.00' OF 30" RCP @ 0.95% STREAM IMPACTS C5.261" = 50' STREAM IMPACTSNAD 83SCALE 1"=50' 100'50'0 PROFILE SCALE 0 0 50 5 Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.26 STREAM IMPACTS.dwg | Plotted on 5/23/2019 6:54 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER T012 UGP UGPUGP STREAM IMPACTS 4 36 LF 4 STREAM IMPACTS 5 36 LF 5 STREAM IMPACTS 6 32 LF 6 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STREAM CROSSING 4 PROFILE 80 85 90 95 100 80 85 90 95 100 4 26.00' OF 30" RCP @ 0.50% HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STREAM CROSSING 5 PROFILE 60 65 70 75 80 60 65 70 75 80 5 24.00' OF 30" RCP @ 0.17% 0+80 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STREAM CROSSING 6 PROFILE 55 60 65 70 75 80 55 60 65 70 75 80 -0+50 0+00 1+00 1+50 6 26.00' OF 24" RCP @ 0.92% STREAM IMPACTS C5.271" = 50' STREAM IMPACTS STREAM IMPACTSNAD 83SCALE 1"=50' 100'50'0 PROFILE SCALE 0 0 50 5 Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.26 STREAM IMPACTS.dwg | Plotted on 5/23/2019 6:51 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER STREAM IMPACTS 7 25 LF 7 STREAM IMPACTS 8 57 LF 8B 8A HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STREAM CROSSING 7 PROFILE 55 60 65 70 75 80 55 60 65 70 75 80 -0+50 0+00 1+00 1+50 7 24.00' OF 18" RCP @ 0.17% HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STREAM CROSSING 8 PROFILE 50 55 60 65 70 75 50 55 60 65 70 75 -0+50 0+00 1+00 1+50 8A 28.00' OF 24" RCP @ 0.04% STREAM IMPACTS C5.281" = 50' STREAM IMPACTSNAD 83SCALE 1"=50' 100'50'0 PROFILE SCALE 0 0 50 5 Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.26 STREAM IMPACTS.dwg | Plotted on 5/23/2019 6:48 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER T016 UGP UGP UGP UGP UGP WETLAND IMPACT 1 0.013 AC 11 UGPUGPUGPUGPUGP UGPUGPUGPUGPWETLAND IMPACT 2 0.002 AC UGP UGP UGP UGP UGP WETLAND IMPACT 3 0.027 AC 12 WETLANDS IMPACTS 5 0.006 AC UGP UGP UGPUGPUGPUGPUGPUGP WETLANDS IMPACTS 4 0.047 AC UGP UGP UGP UGP UGP UGP 30 29 WETLANDS IMPACTS 6 0.003 AC WETLAND IMPACTS C5.291"=50' WETLAND IMPACTS NAD 83SCALE 1"=50' 100'50'0 Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C5.26 STREAM IMPACTS.dwg | Plotted on 5/23/2019 6:46 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER 1"=50' T T T T T T T T T PIN 3882733583 PARCEL 1 WALTER PHILIP BULLUCK & VICKIE O. BULLUCK & PHILIP BRADLEY BULLUCK DB. 1243, PG. 636 PIN 3882733583 PARCEL 2 WALTER PHILIP BULLUCK & VICKIE O. BULLUCK & PHILIP BRADLEY BULLUCK DB. 1243, PG. 636 PARCEL 12 PIN 3892158962 BRANDON COREY HARRELL, DONNA LYNN BARFIELD, DANIELLE HARRELL KAISER, LINDSAY HARRELL JONES, WENDY OWENS MCLAWHORN & ANDREW JARED OWENS TRACT 1, DB. 1633, PG. 0001 10,409,372 SF, 238.966 AC PARCEL 13 PIN 3882980552 BRANDON COREY HARRELL, DONNA LYNN BARFIELD, DANIELLE HARRELL KAISER, LINDSAY HARRELL JONES, WENDY OWENS MCLAWHORN & ANDREW JARED OWENS TRACT 2, DB. 1633, PG. 0001 13,479,228 SF, 309.440 AC PARCEL 15 PIN 3892591518 OAK FOREST PLANTATION, LLC TRACT 1, DB. 1676, PG. 1038 4,473,919 SF, 102.707 AC PARCEL 22 PIN 3892319482 GEORGE ROBERT HENDRICKS DB. 839, PG. 554 2,225,420 SF, 51.089 AC PARCEL 19 PIN 3892628026 GEORGE ROBERT HENDRICKS DB. 812, PG. 259 8,504,175 SF, 195.229 AC PARCEL 3 PIN 3882549599 WALTER PHILIP BULLUCK & VICKIE O. BULLUCK DB. 932, PG. 889 4,782,095 SF, 109.782 AC. PARCEL 7 PIN 3882654387 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK DB. 932, PG. 887 2,637,593 SF, 60.551 AC PARCEL 5 PIN 3882456499 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK TRACT 1, DB. 1541, PG. 660 590,969 SF, 13.567 AC PARCEL 6 PIN 3882456898 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK TRACT 2, DB. 1541, PG. 660 601,006 SF, 13.797 AC PARCEL 8 PIN 3882661224 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK DB. 1544, PG. 1200 4,768,722 SF, 109.475 AC PARCEL 9 PIN 3882669501 BURT TYREE PHILIPS DB. 966, PG. 894 301,488 SF, 6.921 AC PARCEL 11 PIN 3882778095 BURT TYREE PHILIPS DB. 966, PG. 891 877,184 SF, 20.137 AC PARCEL 18 PIN 3892677234 WILBUR THOMSON DB. 1521, PG. 1025 14,347,443 SF, 329.372 AC PARCEL 2 PIN 3882323627 WALTER PHILIP BULLUCK DB. 1593, PG. 442 9,600,090 SF, 220.388 AC PIN 3882538334 WALTER PHILIP BULLOCK DB 1676, PG. 1086 PARCEL 1 PIN 3882617569 WALTER PHILIP BULLUCK DB. 974, PG. 197 18,778,425 SF, 431.093 AC PARCEL 20 PIN 3892535188 GEORGE ROBERT HENDRICKS MB. 11, PG. 35 9,204,966 SF, 211.317 AC PARCEL 4 PIN 3882130975 JAMES CHALMERS MARROW JR. TRACT 2, DB. 1110, PG. 657 RESIDUAL AREA = 239 AC +/- O H U S T TT T OH U OHU OHU O H U T T TTT T T TT PARCEL 23 PIN 3892322849 HELEN BRAKE DB. 760, PG. 355 3,567,713 SF, 81.903 AC PARCEL 10 PIN 3882774399 BURT TYREE PHILIPS DB. 966, PG. 888 865,609 SF, 19.872 AC PARCEL 17 PIN 3892488151 WILBUR THOMPSON DB. 1521, PG. 1025 6,862,588 SF, 157.543 AC PARCEL 21 PIN 3892432498 GEORGE ROBERT HENDRICKS DB. 812, PG. 176 2,524,112 SF, 57.946 AC PARCEL 14 PIN 3893521218 OAK FOREST PLANTATION LLC. DB. 1676, PG. 1043 24,348,410 SF, 558.963 AC W S A N 3882531175 WALTER PHILIP BULLOCK DB 1543, PG. 753 SHEET 7 PARCEL 18 PIN 3892677234 WILBUR THOMSON DB. 1521, PG. 1025 14,347,443 SF, 329.372 AC PARCEL 1 PARCEL 2 PARCEL 4 PARCEL 3 PARCEL 7 PARCEL 8 PARCEL 12 PARCEL 13 PARCEL 14 PARCEL 15 PARCEL 16 PARCEL 18 PARCEL 20 PARCEL 19 PARCEL 22 PARCEL 21 PARCEL 23 PARCEL 10 PARCEL 11 PARCEL 9 PARCEL 5 PARCEL 6 PARCEL 14 PIN 3893521218 OAK FOREST PLANTATION LLC. DB. 1676, PG. 1043 24,348,410 SF, 558.963 AC SUBSTATION PARCEL SUBSTATION PARCEL A PORTION OF PIN 3882130975 JAMES CHALMERS MARROW JR. TRACT 2, DB. 1110, PG. 657 248.480 SF OR 8.000 AC.OHPOHPOHPOHPOHPOHPOHPOHPM O R N I N G S T A R C H U R C H R O A DBATTLEBORO-LEGGETT ROAD , SR 1407COOL SPRING ROAD, SR 140660' R/W - DB 704 PG 155SPEIGHTS CHAPEL ROADOHPOHPOHPOHPOHPOHPT019 T30 T028 T017 T015 T003T004 T001 T012 T013 T002 T011 T006 T007 T008 T010 T005 T009 T014 T016 T031 T018 T020 T022 T023 T024 T025 T036 T027 T029 T040 T021 T037 T035 T032 T033 T034 T026 T038 T039 T041 T042 GRAVEL ROAD (TYP) PROJECT AREA (TYP) MANAGED TURF (TYP) CONCRETE PAD (TYP) 0 SCALE 1"=1,000' 2,000'1,000'NAD 83Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C6.0 SWM PLAN.dwg | Plotted on 5/23/2019 7:01 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER STORMWATER MANAGEMENT NARRATIVE: SOURCE: EDGECOMBE COUNTY STORMWATER MANAGEMENT PROGRAM FOR NUTRIENT CONTROL. THIS PROJECT IS LOCATED ENTIRELY WITHIN EDGECOMBE COUNTY, NORTH CAROLINA AND IS WITHIN THE TAR-PAMLICO RIVER BASIN. THEREFORE, THIS PROJECT MUST ADHERE TO THE REQUIREMENTS OF THE TAR-PAMLICO STORMWATER RULE (15A NCAC 2B .0258). THIS PROJECT IS CONSIDERED NEW DEVELOPMENT AS IT DISTURBS GREATER THAN ONE-HALF ACRE OF LAND FOR THE ESTABLISHMENT OF AN INDUSTRIAL FACILITY (SOLAR ENERGY PRODUCTION). A SMALL PORTION OF THE PROJECT DRAINS TO BEECH BRANCH AND THE REMAINDER DRAINS TO MOCCASIN CREEK-SWIFT CREEK. WATER QUALITY REQUIREMENTS THE EXISTING LAND USE FOR THE PROJECT AREA IS PRIMARILY CROPLAND BUT ALSO INCLUDES SMALL PORTIONS OF WOODED AND LAWN AREAS. SEE THE TOTAL NITROGEN AND TOTAL PHOSPHORUS LOADING CALCULATION WORKSHEET BELOW FOR ACTUAL ACREAGE BREAKDOWN. EXISTING LAND COVER VALUES FROM NATIONAL LANDCOVER DATASET 2011. THE POST DEVELOPED LOADING LIMIT FOR NEW DEVELOPMENT IS 4.0 LB/AC/YR FOR NITROGEN AND 0.4 LB/AC/YR FOR PHOSPHORUS. AS SHOWN IN THE TOTAL NITROGEN AND TOTAL PHOSPHORUS LOADING CALCULATION WORKSHEET BELOW, POST DEVELOPED LAND COVER FOR THE PROJECT AREA WILL INCLUDE MANAGED TURF AND IMPERVIOUS AREAS (SEE IMPERVIOUS AREA BREAKDOWN TABLE , BELOW). THIS PROJECT MEETS THE REQUIREMENT. FOR ADDITIONAL REFERENCE, THIS PROJECT COULD HAVE A TOTAL OF 128 ACRES OF IMPERVIOUS AREA AND STILL MEET THE LOADING LIMIT. WATER QUANTITY REQUIREMENTS SEE SHEET B. 8 DIGIT HUC CODE: 03020101 CONSERVATIVE APPROACH: IMPERVIOUS AREA IN EXISTING CONDITION INPUT AS THE LOWER LOADING "ROOFTOP IMPERVIOUS" ALL PERVIOUS LAND WITHIN PROJECT AREA TO REMAIN IN MANAGED PERVIOUS CONDITION POST CONSTRUCTION C6.01"=1000' STORMWATER MANAGEMENT PLAN LESS THAN 0.4 LB/AC/YR LIMIT LESS THAN 4.0 LB/AC/YR LIMIT T T T T T T T T T PIN 3882733583 PARCEL 1 WALTER PHILIP BULLUCK & VICKIE O. BULLUCK & PHILIP BRADLEY BULLUCK DB. 1243, PG. 636 PIN 3882733583 PARCEL 2 WALTER PHILIP BULLUCK & VICKIE O. BULLUCK & PHILIP BRADLEY BULLUCK DB. 1243, PG. 636 PARCEL 12 PIN 3892158962 BRANDON COREY HARRELL, DONNA LYNN BARFIELD, DANIELLE HARRELL KAISER, LINDSAY HARRELL JONES, WENDY OWENS MCLAWHORN & ANDREW JARED OWENS TRACT 1, DB. 1633, PG. 0001 10,409,372 SF, 238.966 AC PARCEL 13 PIN 3882980552 BRANDON COREY HARRELL, DONNA LYNN BARFIELD, DANIELLE HARRELL KAISER, LINDSAY HARRELL JONES, WENDY OWENS MCLAWHORN & ANDREW JARED OWENS TRACT 2, DB. 1633, PG. 0001 13,479,228 SF, 309.440 AC PARCEL 15 PIN 3892591518 OAK FOREST PLANTATION, LLC TRACT 1, DB. 1676, PG. 1038 4,473,919 SF, 102.707 AC PARCEL 22 PIN 3892319482 GEORGE ROBERT HENDRICKS DB. 839, PG. 554 2,225,420 SF, 51.089 AC PARCEL 19 PIN 3892628026 GEORGE ROBERT HENDRICKS DB. 812, PG. 259 8,504,175 SF, 195.229 AC PARCEL 3 PIN 3882549599 WALTER PHILIP BULLUCK & VICKIE O. BULLUCK DB. 932, PG. 889 4,782,095 SF, 109.782 AC. PARCEL 7 PIN 3882654387 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK DB. 932, PG. 887 2,637,593 SF, 60.551 AC PARCEL 5 PIN 3882456499 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK TRACT 1, DB. 1541, PG. 660 590,969 SF, 13.567 AC PARCEL 6 PIN 3882456898 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK TRACT 2, DB. 1541, PG. 660 601,006 SF, 13.797 AC PARCEL 8 PIN 3882661224 WILEY WARREN BULLUCK, JR. & PATSY HIGSON BULLUCK DB. 1544, PG. 1200 4,768,722 SF, 109.475 AC PARCEL 9 PIN 3882669501 BURT TYREE PHILIPS DB. 966, PG. 894 301,488 SF, 6.921 AC PARCEL 11 PIN 3882778095 BURT TYREE PHILIPS DB. 966, PG. 891 877,184 SF, 20.137 AC PARCEL 18 PIN 3892677234 WILBUR THOMSON DB. 1521, PG. 1025 14,347,443 SF, 329.372 AC PARCEL 2 PIN 3882323627 WALTER PHILIP BULLUCK DB. 1593, PG. 442 9,600,090 SF, 220.388 AC PIN 3882538334 WALTER PHILIP BULLOCK DB 1676, PG. 1086 PARCEL 1 PIN 3882617569 WALTER PHILIP BULLUCK DB. 974, PG. 197 18,778,425 SF, 431.093 AC PARCEL 20 PIN 3892535188 GEORGE ROBERT HENDRICKS MB. 11, PG. 35 9,204,966 SF, 211.317 AC PARCEL 4 PIN 3882130975 JAMES CHALMERS MARROW JR. TRACT 2, DB. 1110, PG. 657 RESIDUAL AREA = 239 AC +/- O H U S T TT T OH U OHU OHU O H U T T TTT T T TT PARCEL 23 PIN 3892322849 HELEN BRAKE DB. 760, PG. 355 3,567,713 SF, 81.903 AC PARCEL 10 PIN 3882774399 BURT TYREE PHILIPS DB. 966, PG. 888 865,609 SF, 19.872 AC PARCEL 17 PIN 3892488151 WILBUR THOMPSON DB. 1521, PG. 1025 6,862,588 SF, 157.543 AC PARCEL 21 PIN 3892432498 GEORGE ROBERT HENDRICKS DB. 812, PG. 176 2,524,112 SF, 57.946 AC PARCEL 14 PIN 3893521218 OAK FOREST PLANTATION LLC. DB. 1676, PG. 1043 24,348,410 SF, 558.963 AC W S A N 3882531175 WALTER PHILIP BULLOCK DB 1543, PG. 753 SHEET 7 PARCEL 18 PIN 3892677234 WILBUR THOMSON DB. 1521, PG. 1025 14,347,443 SF, 329.372 AC PARCEL 1 PARCEL 2 PARCEL 4 PARCEL 3 PARCEL 7 PARCEL 8 PARCEL 12 PARCEL 13 PARCEL 14 PARCEL 15 PARCEL 16 PARCEL 18 PARCEL 20 PARCEL 19 PARCEL 22 PARCEL 21 PARCEL 23 PARCEL 10 PARCEL 11 PARCEL 9 PARCEL 5 PARCEL 6 PARCEL 14 PIN 3893521218 OAK FOREST PLANTATION LLC. DB. 1676, PG. 1043 24,348,410 SF, 558.963 AC SUBSTATION PARCEL SUBSTATION PARCEL A PORTION OF PIN 3882130975 JAMES CHALMERS MARROW JR. TRACT 2, DB. 1110, PG. 657 248.480 SF OR 8.000 AC.OHPOHPOHPOHPOHPOHPOHPOHPM O R N I N G S T A R C H U R C H R O A DBATTLEBORO-LEGGETT ROAD , SR 1407COOL SPRING ROAD, SR 140660' R/W - DB 704 PG 155SPEIGHTS CHAPEL ROADOHPOHPOHPOHPOHPOHPT019 T30 T028 T017 T015 T003T004 T001 T012 T013 T002 T011 T006 T007 T008 T010 T005 T009 T014 T016 T031 T018 T020 T022 T023 T024 T025 T036 T027 T029 T040 T021 T037 T035 T032 T033 T034 T026 T038 T039 T041 T042 GRAVEL ROAD (TYP) PROJECT AREA (TYP) MANAGED TURF (TYP) CONCRETE PAD (TYP) 0 SCALE 1"=1,000' 2,000'1,000'NAD 83Y:\851\38501.004-Fern Solar\DWG\Sheet\CD\38501.004-851-C6.0 SWM PLAN.dwg | Plotted on 5/23/2019 6:57 PM | by Austin SnyderDRAWING DESCRIPTION REVISIONS MM/DD/YY DESCRIPTION# PROJECT NAME & ADDRESS PROJECT NAME PROJECT NUMBER DATE DESIGNED BY / DRAWN BY SCALE SHEET NUMBER CLIENT YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEThese plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEAL PLANS PRINTED AS 11x17 ARE HALF SCALE 5/23/2019 FERN SOLAR 38501.004 ---NORTH CAROLINA LICENSE NO. C-1652FERN SOLAREDGECOMBE COUNTYNORTH CAROLINAE. FORNEY / A. SNYDER STORMWATER MANAGEMENT NARRATIVE: SOURCE: EDGECOMBE COUNTY STORMWATER MANAGEMENT PROGRAM FOR NUTRIENT CONTROL. THIS PROJECT IS LOCATED ENTIRELY WITHIN EDGECOMBE COUNTY, NORTH CAROLINA AND IS WITHIN THE TAR-PAMLICO RIVER BASIN. THEREFORE, THIS PROJECT MUST ADHERE TO THE REQUIREMENTS OF THE TAR-PAMLICO STORMWATER RULE (15A NCAC 2B .0258). THIS PROJECT IS CONSIDERED NEW DEVELOPMENT AS IT DISTURBS GREATER THAN ONE-HALF ACRE OF LAND FOR THE ESTABLISHMENT OF AN INDUSTRIAL FACILITY (SOLAR ENERGY PRODUCTION). A SMALL PORTION OF THE PROJECT DRAINS TO BEECH BRANCH AND THE REMAINDER DRAINS TO MOCCASIN CREEK-SWIFT CREEK. WATER QUALITY REQUIREMENTS SEE SHEET A. WATER QUANTITY REQUIREMENTS THIS PROJECT MUST MEET THE REQUIREMENTS OF SECTION 2E OF THE EDGECOMBE COUNTY STORMWATER MANAGEMENT PROGRAM FOR NUTRIENT CONTROL. THIS PROJECT MEETS CRITERIA 1 & 2 OF THE EXCEPTIONS TO THE PEAK FLOW REQUIREMENT. THE OVERALL IMPERVIOUS SURFACE IS LESS THAN FIFTEEN PERCENT AND THE REMAINING PERVIOUS PORTIONS OF THE SITE ARE UTILIZED TO THE MAXIMUM EXTENT PRACTICAL TO CONVEY AND CONTROL THE STORMWATER RUNOFF. ·CRITERIA 1 THE PROJECT RESULTS IN A NET REDUCTION IN POST DEVELOPMENT FLOWS AND THEREFORE "THE INCREASE IN PEAK FLOW BETWEEN THE PRE- AND POST-DEVELOPMENT CONDITIONS DOES NOT EXCEED 10 PERCENT." ·CRITERIA 2 THE PROPOSED CONDITION OF THE SITE IS 4.0% IMPERVIOUS AND THEREFORE "IS LESS THAN 15 PERCENT." ALSO THE SITE IS CURRENTLY PRIMARILY CROPLAND WITH VARYING LEVELS OF VEGETATIVE COVER. THE PROPOSED CONDITION WILL INCREASE STORMWATER MANAGEMENT BY STABILIZING DITCHES, REDUCING PONDING AREAS, AND MAINTAINING A DENSE HEALTHY STAND OF WELL PERFORMING GRASS. THE STABILIZING OF DITCH BANKS, INSTALLATION OF RIP RAP, AND INCREASING THE GROUNDCOVER WILL PROVIDE AN ADEQUATE AND MORE IMPROVED METHOD FOR CONVEYING AND CONTROLLING STORMWATER RUNOFF. AS SHOWN BELOW IN THE SCS METHOD (TR-55) LAND COVER BREAKDOWN TABLES, THE PROPOSED CONDITION RESULTS IN A LOWER COMPOSITE CURVE NUMBER THAN THE EXISTING CONDITION. THIS IS PRIMARILY A RESULT OF TRANSITIONING THE CROPLAND OVER TO MANAGED TURF. THE IMPACT IN THE CURVE NUMBER ITSELF RESULTS IN REDUCED RUNOFF. ADDITIONAL REDUCTIONS IN RUNOFF WILL ALSO COME FROM THE INCREASE IN THE N-VALUE FOR THE MAJORITY OF THE SITE WHICH RESULTS IN INCREASED TIMES OF CONCENTRATION. SCS METHOD (TR-55) LAND COVER BREAKDOWN TABLES SOURCE: EXISTING LAND COVER CONDITIONS PER NATIONAL LAND COVER DATASET 2011 CONSERVATIVE CALCULATION: ALL IMPERVIOUS AREA IS IN THE BETTER DRAINING SOILS AREA OF HSG A ALL PERVIOUS LAND WITHIN PROJECT AREA WILL REMAIN AS MANAGED TURF C6.11"=1000' STORMWATER MANAGEMENT PLAN S E E S T O R M W A T E R M A N A G E M E N T NARRATIVE & CALCULATION PACKAGE FOR P R E -D E V E L O P E D L A N D C O V E R E X H I B I T