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Home My WebLink About20130860 Ver 1_Site Plan_20130813C� Z�A3�ir:Ie�111 FACILITY OWNER FLS ENERGY, INC. 130 ROBERTS ST. ASHEVILLE, NC 28801 828.350.3993 (o) CONTACT: HOLLY CRABILL THE CURRY ENGINEERING GROUP, PLLC NC LICENSE # P -0799 PO BOX 2018 205 S. FUQUAY AVE. FUQUAY- VARINA, NC 27526 919.552.0849 (o) 919.455.5355 (m) CONTACT: JOSH LAMBERT, PE josh @curryengineeringgroup.com wo TAYLOR LAND CONSULTANTS 5448 APEX PEAKWAY, SUITE 165 APEX, NC 27502 919.303.9296 CONTACT: JEREMY TAYLOR, PLS jeremy @tayloric.com CIVIL PLANS PREPARED BY: The Curry Engineering Group, PLLC ►�I�J�I��10 1 ST SUBMITTAL TO NCDENR - JULY 11, 2013 RESPONCE TO NCDENR COMMENTS - JULY 125 2013 ISSUED FOR CONSTRUCTION - JULY 15, 2013 F] C-00 161 u> CONDITIONS C-02 5� 85 C-10 • • PLAN C-iO4 SITE - CENTRAL • SITE PLAN C,07 - • PLAN WEST C-108 MCP 0 • GRADING C-1 0 EROSION CONTROL. PLAN WEST EROSION - • D-01 EROSION • •, DETAILS D-02 EROSION CONTROL DETAILS - 2 �o SITE 0 CgKE o ti10 NTpN /q RD —N— SCALE: N.T.S C-00 COVER u> CONDITIONS C-02 KEY PLAN C-10 • • PLAN C-iO4 SITE - CENTRAL • SITE PLAN C,07 - • PLAN WEST C-108 GRADING PLAN CENTRAL 0 • GRADING C-1 0 EROSION CONTROL. PLAN WEST EROSION - • D-01 EROSION • •, DETAILS D-02 EROSION CONTROL DETAILS - 2 PATCHING: CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTABLE CLOSURE AND REPAIR OF ALL AREAS DISTURBED DURING CONSTRUCTION. REPAIR WORK SHALL UTILIZE LIKE MATERIALS WHERE POSSIBLE, OR MATERIALS COMPATIBLE TO EXISTING AND SHALL RESTORE DISTURBED SURFACE TO ORIGINAL CONDITION. CLEANUP /SITE MAINTENANCE: CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANING AND MAINTENANCE OF ALL INVOLVED AREAS FROM CONSTRUCTION DEBRIS AND DUST. UNOCCUPIDED CONSTRUCTION AREAS; THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING NEAT AND CLEAN CONDITIONS AT ALL TIMES. UPON OVERALL COMPLETION OF THE PROJECT, CONTRACTOR IS RESPONSIBLE FOR FINAL SITE CLEANUP. MEANS AND VERIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND MATERIAL SUPPLY FOR CONSTRUCTION AND INSTALLATION, VERIFICATION OF DIMENSIONS AT THE SITE, AND THE VERIFICATION OF QUANTITIES. M 9 LOCATION: COUNTY: JURISDICTION: EXISTING SITE ACREAGE 4.IEel SETBACKS: FRONT: SIDE /REAR: DISTURBED AREA: 1 3086 923 YORK RD. KINGS MOUNTAIN NC, 28086 12653 CLEVELAND CITY OF KINGS MOUNTAIN 58.80 H -1 HEAVY INDUSTRIAL 50' 30' IF ADJACENT TO RESIDENTIAL OTHERWISE, 0' 915,631 SF (21.02 AC) IMPERVIOUS AREA CALCULATIONS: EXISTING IMPERVIOUS AREA _ 0.0 AC. PROPOSED IMPERVIOUS AREA __. 1.09 AC. IMPERVIOUS AREA PERCENTAGE 1.9% BEFORE YOU DIG CALL TOLL FREE 1 800 632 4949 NORTH CAROLINA ONE -CALL CENTER 0 \`\" C'A R •• / SEAL r A--�' f r t 36225 07/15/13 RELEASED FOR CONSTRUCTION 07/15/13 L: \F'KUJECIS WLULK- LLtiULUN \2015 \2016 -U64 hLS - KINGS MUUNIAIN \FLANS \SHEET FILES \C- 00- CV.UWG 3 qU � O m a o �? CD Q J c v cr CD > t- / / / / / / I / / w S N. '� / / / / � �.� �• 1266 w I ,j ..✓i i3, r: C.... .l 6 Gi S 0, \ PROPERTY LINE - / e_T.. _T — 1— \ --e— i 1— X I I , ', X x I .' 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", I ''Ill _1111 - BE REMOVED 11 V, '3 , - D I- 1 ,\,- ' . , 1'_'>' - � * , �Z�%" , . . �,;:,3� '_,�" , \ 11*1 � \ � �a�_� ?,�,)Q 1 1. ,j�,,�k, �, �,G, "' � \� , / % �� ,., ., <�3 , _,- 9 i I ��d �) , ,,�, t � . . i ,a, � � 1-1 , � ?��- INDICATES UTILITY LINE REMOVED BEFORE YOU DIG CALL TOLL FREE 1 800 632 4949 NORTH CAROLINA ONE-CALL CENTER 110, 10.1 I., I., - xv - , ",-),) I., ,0� - , ?G� - - f� , �V ,r� 1�3 � I � �11 , 1110'. / "I . . 1�. . 1�. . . 11%. • \ . � . , - SCALE: 1 " = 100' - . 0 160 200 250 300 RELEASED FOR CONSTRUCTION 07/15/13 /I C) \\\\ %% I I I I I ///// \ x\\ 1(q/// ...... • /�, , ,,\ \ • �.� ,�/ .** - ... �2 ��., V) , - (�/ .. .5 I r V_ V_ � ,�Y, Lu -, -5�- . .. u <� .* ,,Z�- - r- .Z� 0 . , - , ... , � .... • • ' (D / � ( , \\\ I �\\\\\\ z W_ ') w LLJ co 2 =) N U-) Lo C) w (/) W �_ () w 0 _ a_ � � 0 � rl- - rl- - 00 z 0 ?: i- UJ 0 Z) > ry z W I.- W U) 0 z w Z 0 I_ w 0 m z 0 I_ < U) z w 0 IL 0 w D Z U) C) U) I I CL I > Q� - (y) IT-- C) N Q � Ir- >- N F--- I__ co V) >_ Q� >- 0 co co 0 >_ w _j LLJ z 00 z (D 0� Y or < U) i < (D LIJ (-) I- LLI cr_ _r . < �o _j m � (-) o0 /I C) \\\\ %% I I I I I ///// \ x\\ 1(q/// ...... • /�, , ,,\ \ • �.� ,�/ .** - ... �2 ��., V) , - (�/ .. .5 • , - . ,��3•. __�!� 0 Lo *. :: C,4 • = .< . V) ry=o 1. � I. CN __�, (n S, 1) • -- - � ,�Y, Lu -, -5�- . .. u <� .* ,,Z�- - r- .Z� 0 . , - , ... , � .... • • ' (D / � ( , \\\ I �\\\\\\ z W_ ') SHEET TITLE m9smam m9mwm C�� C) 0 z - z oz D o ry ryo ryz E_ ,:- C) I (D LLJ _j �__ 0 0 >_ m :5; cy) T- C) N Q co N CF) (D z v w LLJ co 2 =) z C) w (/) W �_ () w 0 _ a_ 0 < 0 0� a_ SHEET TITLE m9smam m9mwm C�� CONCRETE DR r GENERAL NOTES: 1. BEFORE YOU DIG, STOP. CALL THE INC ONE -CALL CENTER AT 1- 800-;332 -4949. IT'S THE LAW. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROk MATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTIL;1ES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL 0 1- 800 - 632 -4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS ?3 ADVANCE. 2. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT -OF- `::NAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS. 3. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHOULD CNTACT NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES (NCDENR) TO REQUEST A PRE - CONSTRUCTION MEETING ON SITE. 4. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE L ?,TEST EDITION OF THE CITY OF KINGS MOUNTAIN STANDARDS AND SPECIFICATIONS, NCDENR REGULATIONS AND NCDC'T STANDARDS AND SPECIFICATIONS. 5. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINE THAT WILL BE DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED AND REPLACED BY A LICENSED LAND SU!R;VEYOR AT THE COST OF THE CONTRACTOR. 6. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WOR<MEN AND THE PUBLIC WILL BE PROTECTED FROM INJURY AND ADJOINING PROPERTY PROTECTED FROM DAMAGE 7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE LPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM ANC -/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURIE AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS. 9. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY DESIGNER. 10. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY. 11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE A.IFFECTED PROPERTY OWNERS. 12. EXISTING STREAM HAS BEEN DELINEATED AS JURISDICTIONAL WATERS OF THE UNITED STATES UNDER SECTION 404 OF THE CLEAN WATER ACT. THIS PROJECT REQUIRES CONSTRUCTION NO 1FICATION TO THE ARMY CORPS OF ENGINEERS AND N.C. DIVISION OF WATER QUALTT' . PROPERTY LINE EASEMENT —x x— FENCE ° GRAVEL ROAD BEFORE YOU DIG CALL TOLL FREE 1 800 632 4949 NORTH CAROLINA ONE -CALL CENTER °" COMPACTED AGGREGATE BASE IRSE (NCDOT STANDARD) - 4" LIFTS MAX. COMPACTED SUBGRADE TYPICAL GRAVEL PAVEMENT SECTION NOT TO SCALE SCALE: 1 " = 40' 0 40 80 100 120 RELEASED FOR CONSTRUCTION 07/15/13 W M • O� y� •• �� M M M M ��•' Jam, o ,ti 0 z Q NO N N J N I) if m 75 N z O z Lu W U LLI O 1 00 m Z S � 0 C� U= cn 0 Y U Lu >_ ry ry :D UQ w o z :5; U — — 0 — — — — _. W U Z p > W � U) `� z _ (2) 8' SWINGING � W p O ACCESS GATES / / m z W� U Q x U '..- U U O U x 0 W � z w � Q :..: U U _ a- k W N co GENERAL NOTES: 1. BEFORE YOU DIG, STOP. CALL THE INC ONE -CALL CENTER AT 1- 800-;332 -4949. IT'S THE LAW. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROk MATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTIL;1ES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL 0 1- 800 - 632 -4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS ?3 ADVANCE. 2. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT -OF- `::NAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS. 3. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHOULD CNTACT NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES (NCDENR) TO REQUEST A PRE - CONSTRUCTION MEETING ON SITE. 4. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE L ?,TEST EDITION OF THE CITY OF KINGS MOUNTAIN STANDARDS AND SPECIFICATIONS, NCDENR REGULATIONS AND NCDC'T STANDARDS AND SPECIFICATIONS. 5. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINE THAT WILL BE DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED AND REPLACED BY A LICENSED LAND SU!R;VEYOR AT THE COST OF THE CONTRACTOR. 6. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WOR<MEN AND THE PUBLIC WILL BE PROTECTED FROM INJURY AND ADJOINING PROPERTY PROTECTED FROM DAMAGE 7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE LPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM ANC -/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURIE AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS. 9. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY DESIGNER. 10. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY. 11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE A.IFFECTED PROPERTY OWNERS. 12. EXISTING STREAM HAS BEEN DELINEATED AS JURISDICTIONAL WATERS OF THE UNITED STATES UNDER SECTION 404 OF THE CLEAN WATER ACT. THIS PROJECT REQUIRES CONSTRUCTION NO 1FICATION TO THE ARMY CORPS OF ENGINEERS AND N.C. DIVISION OF WATER QUALTT' . PROPERTY LINE EASEMENT —x x— FENCE ° GRAVEL ROAD BEFORE YOU DIG CALL TOLL FREE 1 800 632 4949 NORTH CAROLINA ONE -CALL CENTER °" COMPACTED AGGREGATE BASE IRSE (NCDOT STANDARD) - 4" LIFTS MAX. COMPACTED SUBGRADE TYPICAL GRAVEL PAVEMENT SECTION NOT TO SCALE SCALE: 1 " = 40' 0 40 80 100 120 RELEASED FOR CONSTRUCTION 07/15/13 i CC L G C L Q ' w LL C C` C BPI do& Nv C ® ® LL C z� QLL 1 L �L SITE PLAN WEST SHEET mm U M • O� y� •• �� M _q:cj NN Z: _L0 w '° ��'d ��•' Jam, o ,ti 0 z z se �W J O m 75 N z z Lu W U LLI O m Z LLLI W m Q m Z S � 0 C� U= cn 0 Y U Lu >_ ry ry :D UQ w o 0 :5; U o i CC L G C L Q ' w LL C C` C BPI do& Nv C ® ® LL C z� QLL 1 L �L SITE PLAN WEST SHEET mm U M • O� y� •• �� L0 N _q:cj NN Z: _L0 w '° ��'d ��•' Jam, o ,ti 0 z z se �W J i CC L G C L Q ' w LL C C` C BPI do& Nv C ® ® LL C z� QLL 1 L �L SITE PLAN WEST SHEET mm U M z � O oz ry z � o I w �0 v- N m 0 z se w m 75 z z Lu W U LLI O o O � Q a i CC L G C L Q ' w LL C C` C BPI do& Nv C ® ® LL C z� QLL 1 L �L SITE PLAN WEST SHEET mm (2) 8' SWINGING �.� 1 CSR ACCESS GATES r 10'R { C "° t�, ^i \ lk C\ cn;. / ie t -b Ceti -� C 8° COMPACTED AGGREGATE BASE PT8 +08.5 4 COURSE ( NCDOT STANDARD) r 2" - 4" LIFTS MAX. COMPACTED SUBGRADE TYPICAL GRAVEL PAVEMENT SECTION NOT TO SCALE PROPERTY LINE EASEMENT x x— FENCE GRAVEL ROAD 1. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 1- 800 - 632 -4949. IT'S THE LAW. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTTER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL 0 1 -800- 632 -4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE. 2. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT -OF -WAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS. 3. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHOULD CONTACT NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES (NCDENR) TO REQUEST A PRE - CONSTRUCTION MEETING ON SITE. 4. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF KINGS MOUNTAIN STANDARDS AND SPECIFICATIONS, NCDENR REGULATIONS AND NCDOT STANDARDS AND SPECIFICATIONS. 5. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED AND REPLACED BY A LICENSED LAND SURVEYOR AT THE COST OF THE CONTRACTOR. 6. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN AND THE PUBLIC WILL BE PROTECTED FROM INJURY AND ADJOINING PROPERTY PROTECTED FROM DAMAGE 7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND /OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS. 9. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY DESIGNER. 10. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PANS ARE FOR ESTIMATION PURPOSES ONLY. 11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MOST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 12. EXISTING STREAM HAS BEEN DELINEATED AS JURISDICTIONAL WATERS OF THE UNITED STATES UNDER SECTION 404 OF THE CLEAN WATER ACT. THIS PROJECT REQUIRES- CONSTRUCTION NOTIFICATION TO THE ARMY CORPS OF ENGINEERS AND N.C. DIVISION OF WATER QUALITY. BEFORE i DIG • L TOLL !0 632 .9.• NORTH CAROLINA ONE -CALL CENTER SCALE: 1 " = 40' 0 40 80 100 120 RELEASED FOR CONSTRUCTION 07/15/13 SITE PLAN CENTRAL SHEET mm W M M M [7 � �. � N G= s En M LL � 'o w � • ° r r r D Q T_ Lu ry z e Q N N N T- i- N CD I- M 75; N N LEA Lf) m Z U) �— W m Q m z Q _J U U r r Q j o� 0 a I � ti � 00 r) W z 73 Z) O Z U LLI W LLI W U O 0 O Q ry a > I- Z W I- I- Z 0 z O O � w 0_ z U � U p W U U O W z LL a c) Q 0 Z U U W SITE PLAN CENTRAL SHEET mm U l z [7 � �. � N G= s En M LL � 'o w � • ° • r o �y z '� %; �% ••'05��' D Q T_ Lu ry z e O O w 0 T- i- N CD I- M 75; N m r m Z U) �— W m Q m z Q _J U U m LIJ V W �- U UJ j o� 0 U r) r) SITE PLAN CENTRAL SHEET mm U l z [7 � �. � N G= s En N i CN LL � 'o w � • ° • r o �y z '� %; �% ••'05��' D Q z Lu ry SITE PLAN CENTRAL SHEET mm U z z oz D Q co CD ry z e O w 0 T- i- CD I- M 75; N m Q f(nn V m z_ ry W 00 73 Z) Z U LLI W LLI O 0 O Q a a SITE PLAN CENTRAL SHEET mm GENERAL NOTES: 1 . BEFORE YOU DIG, STOP. CALL THE NO ONE—CALL CENTER AT 1-800-632-4949. IT'S THE LAW. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL 0 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE. 2. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT—OF—WAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS. 3. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHOULD CONTACT NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES (NCDENR) TO REQUEST A PRE—CONSTRUCTION MEETING ON SITE. 4. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF KINGS MOUNTAIN STANDARDS AND SPECIFICATIONS, NCDENR REGULATIONS AND INICDOT STANDARDS AND SPECIFICATIONS. 5. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED AND REPLACED BY A LICENSED I—AND SURVEYOR AT THE COST OF THE CONTRACTOR. 6. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN AND THE PUBLIC WILL BE PROTECTED FROM INJURY AND ADJOINING PROPERTY PROTECTED FROM DAMAGE 7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS. 9. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED 'NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUB1,47TED IN WRITING TO THE FACILITY DESIGNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY DESIGNER. 10. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY. 11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF—SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 12. EXISTING STREAM HAS BEEN DELINEATED AS JURISDICTIONAL WATERS OF THE UNITED STATES UNDER SECTION 404 OF THE CLEAN WATER ACT. THIS PROJECT REQUIRES CONSTRUCTION NOTIFICATION TO THE ARMY CORPS OF ENGINEERS AND N.C. DIVISION OF WATER QUALITY. 20 LF 42" RCP BURIED 9" BELC CREEK BED INV. (REFER TO GIN o" f,^LjmArrcr\ AflflDc'flATc, SASE JRSE (NCDOT STANDARD)' — 4" LIFTS MAX. COMPACTED SUBGRADE TYPICAL GRAVEL PAVEMENT SECTION NOT TO SCALE 1� POBO+00 RETAINING WALL---- J W NC) C) 04 04 04 N in Lo 1 1 00 z 0 UJ > ry W I.— z U) 0 Z z I— Lu 0 0 0- z () I- < W Q� 0 0 _j LL_ CL U) z -X-X-X-x-x-x-X-X-x LLJ 0 CL X_ x _x D w < U) Z U U) n > W r CN M 25'R 9.80 RETAINING P10+67.90 WALL .25' (TYP.)- 12.08' (TYP.) �T0+84.85 57'R —,-` 7— "001� 14 WIDE GRAVEL ROAD � � � � /x / A/ 20.44'--M!-) `\ E1 +34.84 Ar "A oe ,1 .00, 0000, II / / / III /X N FENCE (SEE FLS'ENERGY, BATTLEGROUND SOLAR FARM'_ PLANS) EXISTING STREAM SEE NOTES LEGEND: lool PROPERTY LINE EASEMENT ool —X—X— FENCE GRAVEL ROAD it SCALE: 1 40' 0 40 80 100 120 RELEASED: FOR CONSTRUCTION 07/15/13 O c1li < cli in W >_ 0 co w co Z ca z _j LLJ ry 0 ui <j < (D LLJ ry < (SHEET TITLE SITE PLAN EAST SHEET 0 z t> <r L0 i� C14 cl cn 0 C14 L0 LLJ 0 LLJ z I'll- 0 V Ce) C:) Z 0� z LLI (D (SHEET TITLE SITE PLAN EAST SHEET 0 z 0 z n Z_ :D cr- I'll- 0 V Ce) C:) 0� 0� z I (D 0 D cy) ui 0 >_ cy.) 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SEE SHEET D-02 FOR EROSION CONTROL NOTES, MAINTENANCE NOTES, EROSION CONTROL NARRATIVE, AND EROSION CONTROL MAINTENANCE PLAN. EROSION CONTROL LEGEND ® ® ® ® ® LIMITS OF DISTURBED AREA CONSTRUCTION ENTRANCE 0 TEMP. SED. BASIN/SKIMMER SILT FENCE oz V ry TEMP. 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BASIN # TYPE MIN. L'xW'xD' WEIR LENGTH NOTES z oz z IKSTALL A 2.5" FAIRCLOTH 1 SKIMMER BASIN 87'x43.5x3.5' 12' SKIMMER WITH A 1.75" ORIFICE M LI y '•:y��y� .' Jam, o FOR DRAWDOWN & 3 BAFFLES. _O INSTALL A 1.5" FAIRCLOTH 2 SKIMMER BASIN 36'x1 8'x3.5' 4' S DIMMER WITH A 1" ORIFICE U A FOR DRAWDOWN & 3 BAFFLES. z W Ill INSTALL A 2" FAIRCLOTH 3 SKIMMER BASIN 64'x32'x3.5' 8' S <IMMER WITH A 1.5" ORIFICE $ } £ C5) / .z� iS,l i..b.S.,, FOR DRAWDOWN & 3 BAFFLES. �N F- CD 0 W >_ IY U INSTALL A 2" FAIRCLOTH 4 SKIMMER BASIN 55'x27.5'x3.5' 6' SIMMER WITH A 1.25" ORIFICE C)In 't FOR DRAWDOWN & 3 BAFFLES. Z z �.j0 i # # } INSTALL A 2" FAIRCLOTH 5 SKIMMER BASIN 76'x38'x3.5' 10' SIMMER WITH A 1.5" ORIFICE t } FOR DRAWDOWN & 3 BAFFLES. e❑ NOTE: Q `•, rN �N /! _N - TEMPORARY DIVERSION DITCH TO BE CONSTRUCTED ONCE FINAL ELEVATION IS ATTAINED SILT FENCE \ \ OUTLET (TYP.) 'XI r' f t SEE SHEET D -02 FOR EROSION CONTROL NOTES, MAINTENANCE NOTES, EROSION CONTROL NARRATIVE, AND EROSION CONTROL MAINTENANCE PLAN. ti M O ti M O r— ti M O O M o z oz z z W I— / � N C'4 Q m � U) z M LI y '•:y��y� .' Jam, o _O z 000l u W_ U A z W Ill N O cl 0 # m...l $ } £ C5) / .z� iS,l i..b.S.,, 3 �N F- CD 0 W >_ IY U \) 0 �0 11000, p, C)In 't Z z �.j0 i # # } } # { Lu' t # # O t } NOTE: Q `•, rN �N /! _N - TEMPORARY DIVERSION DITCH TO BE CONSTRUCTED ONCE FINAL ELEVATION IS ATTAINED SILT FENCE \ \ OUTLET (TYP.) 'XI r' f t SEE SHEET D -02 FOR EROSION CONTROL NOTES, MAINTENANCE NOTES, EROSION CONTROL NARRATIVE, AND EROSION CONTROL MAINTENANCE PLAN. ti M O ti M O r— ti M O O M o z � O oz z z W I— =Q � N C'4 Q m � U) z M LI y '•:y��y� .' Jam, o _O z LLI W_ U 0 z W Ill N O cl 0 # m...l a_ r i..b.S.,, N �N F- CD 0 W >_ IY U \) 0 �0 Z C)In 't Z z �.j0 i # # } } # { Lu' t # # O t } a z ° Q { Y Y po / � � U { # { U EROSION CONTROL LEGEND LIMITS OF DISTURBED AREA CONSTRUCTION ENTRANCE TEMP. SED. BASIN /SKIMMER —► —► --► TEMP. DIVERSION DITCH ROCK CHECK DAM SILT FENCE OUTLET SCALE: 1 50' FOR : . tO 07/.5/1 Ij,J M O ti M O r— ti M O O M o z � O oz z z W I— =Q � N C'4 Q m � U) z M LI y '•:y��y� .' Jam, o _O z LLI W_ U 0 z W Ill N O cl 0 > Q a_ r m z cn z W F- CD 0 W >_ IY U H 0 �0 Z C)In 0 Z z O a z ° Q � � U U p U O w z L o Q p z U U � N M NW/� LL T N e W J LL W 3 F- >s� Z � <N J z OW /^ J �/J J 0 W z U) Y a Q W r Lil U) w m O 0 SHEET TITLE EROSION CONTROL PLAN EAST SHEET C -11 U o z � O oz z Cy��;`� � N W I— =Q � N C'4 Q m � U) z M LI y '•:y��y� .' Jam, o z LLI J 0 z W Ill N O cl 0 Q a_ r m z cn W m Q m z Q - (D CD 0 W >_ IY U H 0 �0 �U C)In T N e W J LL W 3 F- >s� Z � <N J z OW /^ J �/J J 0 W z U) Y a Q W r Lil U) w m O 0 SHEET TITLE EROSION CONTROL PLAN EAST SHEET C -11 U o z � O oz z Cy��;`� � N W I— =Q � N C'4 Q m � U) z L0 LI y '•:y��y� .' Jam, o z LLI J T N e W J LL W 3 F- >s� Z � <N J z OW /^ J �/J J 0 W z U) Y a Q W r Lil U) w m O 0 SHEET TITLE EROSION CONTROL PLAN EAST SHEET C -11 U o z � O oz z � o I W I— D >} O M 2i co T- N Q m � U) z W 00 z W Ill W O cl 0 Q a_ T N e W J LL W 3 F- >s� Z � <N J z OW /^ J �/J J 0 W z U) Y a Q W r Lil U) w m O 0 SHEET TITLE EROSION CONTROL PLAN EAST SHEET C -11 6' TYP. SEE EROSION' CONTROL PLAN FOR ACTUAL PIT DIMENSIONS SET CLEAN -OUT STAKE AT 112 PI T VOLUME l: 1 '"—. CLEAN —OUT MIN. STAKE Al T- OQ`� 5� 1 CROSS SECTION 1.5'SPILL WA Y r' .! _ Oa OVERFILL 6" DESIGN FOR SETTLEMENT 1 TEMPORARY DIVERSION DITCH SETTLED TOP I i SEE EROSION CONTROL PLAN FOR ACTUAL PIT DIMENSIONS SCALE: N.T.S (I� � \ /\\ \ \ /\ / \ \ /\ _ /ii /� / / /`�i /�.�,`�i /�i /� � / /`� 4' MIN. 2 FAIRCLOTH SKIMMER D—01 SCALE: N.T.S GENERAL NOTES: 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. 2. PLACE THE GRAVEL TO THE :SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT. 3. PROVIDE DRAINAGE TO CARP;" WATER TO SEDIMENT TRAP OR OTHER SUITABLE OUTLET. 4. MAINTAIN THE GRAVEL PAD 111 A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING W/2 INCH STONE. 5. A MIN. 50' MUST UTILIZE NCDOT CLASS A RIP -RAP TO FACILITATE , MUD/ SEDIMENT REMOVAL FROM VE-1ICLES. 3 CONSTRUCTION ENTRANCE D °O1 SCALE: N.T.S - STONE SECTION Q Lo EMERGENCY BY —PASS 6" BELOW SETTLED TOP OF DAM NA TURAL GROUND GENERAL NOTES: 1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. 2. ENSURE THAT FILL MATERIA\IL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 Ii ACHES TO ALLOW FOR SETTLEMENT. 3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW P17 UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE THE SKIMMER OF STONE OR TIMBER. 4. PLACE THE BARREL (TYPIC, -'ALLY 4 -INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVICIDS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL >,ROUND THE PIPE SPILLWAY IN 4 -INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAivilE DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT \A;IITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF CObPPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE. 5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED. 6. LAY THE ASSEMBLED SKIMI�;,�IER ON THE BOTTOM OF THE BASIN WITH FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE. 7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTII'L E FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8 -INCH STAPLES OR PINS, THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED: OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED, THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH :STAPLES OR PINS. 8. INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY. 9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBAiNKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPLE SPILLWAY IMMEDIATELY AFTER CONSTRUCTION. 10. INSTALL POROUS BAFFLES AS SPECIFIED. 11. AFTER ALL THE SEDIMENT - PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT, SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. SKIMMER OUTLET PIPE NATURAL GROUND ("4 TEMPORARY SKIMMER BASIN D —01 SCALE: N.T.S S CLASS 'A' RIPRAP OVER MIRAFI 140N FABRIC (�5 SKIMMER OUTLET STABILIZATION SCALE: N.T.S 0 'Ir SUPPORT ROPE TO SUPPORT POST, STAKE TO STEEL FENCE POST WIRE FENCE - HARDWARE CLOTH - FILTER OF 1 INCH DIAMETER # 57 WASHED STONE- -, FLOW DIRECTION FABRIC SIDE VIEW STAPLED OR TRENCHED "IN" TO BOTTOM OR SIDE NOTES: 1. TAKE CARE TO PROPERLY MAINTAIN BAFFLE MATERIAL THROUGHOUT LIFE OF SEDIMENT BASIN. ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES, OR BECOMES INEFFECTIVE, SHALL BE REPLACED IMMEDIATELY. r 6 SED BASIN BAFFLES D -01 SCALE: N.T.S -Ti FILTER OF 1 INCH DIAMETER �q.o o # 57 WASHED STONE o °°oa q°pa o -o `� oco) 0 o°°o boo op, z o o° °� o °88 ° Tp�ytr�¢po o 0 o Q °o° °F °o° 0 oo,,,,5� ��(�'{� °O o o ° o`h'o NOTE- ° Oa a0 a °°$O o o ° SILT FENCE FABRIC TO OVERLAP o o ° �o�a °8o °o o ° °0080 HARDWARE CLOTH BY 12 °a ° ° o ° o000 ° °o �° ° ° ° o 0 0 °0 INCHES �,�y$�08 c� 0 8 0 0 80 000 yol7 oo o ocn"`bo`"o SILT FENCE HARDWARE STEEL FENCE POST FABRIC ON WIRE CLOTH ON WIRE FENCE FENCE PLAN VIEW Mm. USE FENCE OUTLETS ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND, THERE IS A LOW AREA. USE 18" AS A REPAIR OF SILT FENCE FAILURES. GRADE I_STEEL FENCE POST SET I FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO THE TRENCH SEDIMENT FENCE (SILT FENCE) OUTLET SCALE: N.T.S RELEASED FOR CONSTRUCTION 07/15/13 I,j.l Q 0 M O C14 N �- I M O C14 to r- � M O c%j f O 00 o z O 0� ca L�� N Z CN '�od'c1 w ��•� J�� o ,y z_ M 0 Y J v- W m U C) _W Z) W ry N O o O > Q � a m z (n LLI I- W mz Q W 0 U O m 0 � W >- ry ry U� j z Of o U 0 0 Z Z I- W O O W Z U Q p o U U U O z W 0 Q Z U •) W N M S4T m N w J � w W 3 term ,r9.Ei z O i �M CNO � ® Qz OW J J (D Z = w Y Q Q ~ w T r V) SHEET TITLE EROSION CONTROL DETAILS SHEET t 1 U o z O 0� ca L�� N O CN '�od'c1 w ��•� J�� o ,y z_ M z Y J v- W m C) z 3 W ry N O o O Q � a m z (n LLI I- W mz Q m Q 0 U O m 0 � W >- ry ry U� j c o U 0 0 S4T m N w J � w W 3 term ,r9.Ei z O i �M CNO � ® Qz OW J J (D Z = w Y Q Q ~ w T r V) SHEET TITLE EROSION CONTROL DETAILS SHEET t 1 U o z O 0� ca L�� N O CN '�od'c1 w ��•� J�� o ,y z_ z Y J S4T m N w J � w W 3 term ,r9.Ei z O i �M CNO � ® Qz OW J J (D Z = w Y Q Q ~ w T r V) SHEET TITLE EROSION CONTROL DETAILS SHEET t 1 U o z O 0� 0 z V E-- 0�z O Lu O p �- Qcr) m z_ Y W m z 3 W ry U Lu O o O Q � n S4T m N w J � w W 3 term ,r9.Ei z O i �M CNO � ® Qz OW J J (D Z = w Y Q Q ~ w T r V) SHEET TITLE EROSION CONTROL DETAILS SHEET t 1 TEMP. DITCH CLASS 'B' RIP -RAP 1' THICK NCDOT #5 OR #57 WASHED S1 FLOW --- CLASS 'B' RIP -RAP P P J�MEN� EDGE OF PAVEMENT 5 \ BAC K SLOPE ISOMETRIC VIEW BASE OF DITCH -9" MIN. ELEVATION VIEW 2' MAX A CENTER KIA71 IDAI Boni Min CROSS SECTION VEE DITCH AIATI IMAI 1�f]/1%1 IAIP1 CROSS SECTION TRAPEZOIDAL DITCH CONSTRUCTION SPECIFICATIONS 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLANS ON A FILTER FABRIC FOUNDATION. 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS. 3. EXTEND STONE AT LEAST 1.5 FT. BEYOND THE DITCH Bk'iKS TO KEEP OVERFLOW WATER FROM UNDERCUTTING THE DAM AS IT RE- ENTERS THE CHANNEL. 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. 5. PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST ,HECK DAM, CONSIDERING THAT WATER WILL FLOW OVER AND AROUND THE DAM (PRACTICE 6.41, OUTLET STABILIZATION STRUCTURE). 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. 7. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. (REFERENCE: EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 6.83) ri_'�STONE CHECK DAM t0'2) SCALE: N.T.S CONSTRUCTION SEQUENCE: 1. OBTAIN EROSION CONTROL PLAN APPROVAL PRIOR TO BEGINNING LAND DISTURBANCE. RETAIN A COPY OF THE APPROVED EROSION CONTROL PLAN AND PERMIT ON S17. CONTACT NCDENR MOORESVILLE REGIONAL OFFICE AT 704 - 663 -1699 TO NOTIFY THE INSPECTOR OF A START DATE PRIOR TO LAND DISTURBANCE. 2. CONSTRUCT THE CONSTRUCTION ENTRANCE AS SHOWN CN THE PLAN ALONG WITH EROSION CONTROL MEASURES IMMEDIATELY ADJACENT TO THE ENTRANCE. TAKE CARE TO PREVENT SEDIMENT FROM LEAVING THE SITE DURING THE CONSTRUCTION ENTRANCE INSTALLATION. MAINTAIN THE CONSTRUCTION ENTRANCE DAILY TO ENSURE THAT MUD AND SILT WILL NOT BE TRACKED ONTO THE PAVED SURFACE. IF MUD IS TRACKED ONTO THE ROAD SURFACE, IT IS TO BE REMOVED IMMEDIATELY. 3. CONSTRUCTION ENTRANCE LOCATION MAY NOT VARY W , OUT PRIOR APPROVAL FROM ENGINEER AND NCDENR. 4. INSTALL PERMANENT STREAM CROSSING PER GRADING P-ANS.LOCATION MAY NOT VARY WITHOUT PRIOR APPROVAL FROM ENGINEER, USACE, AND NCDENR -DWQ. 5. CLEAR THE AREA NEEDED TO CONSTRUCT THE PERIMETER EROSION CONTROL MEASURES INCLUDING SILT FENCE, SILT FENCE OUTLETS, AND TEMPORARY DIVERSION DITCHES. EROSION CONTROL MEASURES DOWNSTREAM OF ALL CONVEYANCES SHALL REMAIN IN -PLACE UNTIL PERMANENT MEASURES ARE STABILIZED. 6. INSTALL SILT FENCE, SILT FENCE OUTLETS, AND TEMPORARY DIVERSION DITCHES (REFER TO NEXT STEP) AND CONSTRUCT THE SKIMMER BASINS. DIVERSION DITCHES i4UST BE SEEDED, MULCHED, AND ANCHORED UPON INSTALLATION. 7. THERE IS A SMALL AMOUNT OF GRADING TO BE COMPLETED WITHIN THE DUKE ENERGY RIGHT -OF -WAY. THIS GRADING MUST BE COMPLETED BEFORE THE ADJACENT DIVERSION DITCH CAN BE CONSTRUCTED AS SHOWN ON THE PLANS. AFTER THE GRADING IS COMPLETE, SEED, STRAW, AND'ACK THE DENUDED AREA AND CONSTRUCT THE DIVERSION DITCH AS SHOWN ON THE PLANS. 8. BEGIN CLEARING, GRUBBING, AND TOPSOIL STRIPPING W1 HIN CONSTRUCTION LIMITS OF THE REST OF THE PROJECT SITE. 9. BEGIN GRADING THE SITE. AS FINAL GRADE ELEVATIONS ARE ACHIEVED, APPLY PERMANENT SEEDING WITH STRAW AND TACK. BEGIN WITH THE HIGHER ELEVATIONS AND WORK TOWARD THE LOWER ELEVATIONS. SEE NPDES TABLE FOR SEEDING REQUIREMENTS BASED ON SLOPE. 10. CONTACT NCDENR MOORESVILLE REGIONAL OFFICE AT 7,,- <4- 663 -1699 FOR INSPECTION PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. 11. UPON STABILIZATION OF SEEDED AREAS AND APPROVAL. FROM NCDENR, REMOVE SILT FENCE, SILT FENCE OUTLETS, TEMPORARY DIVERSION DITCHES, AND SEDIMENT BASINS. 12. SEED, STRAW AND TACK ANY REMAINING EXPOSED AREAS. EROSION EONTROL NOTES: 1. THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHIAL REPRESENTATIONS OF THE ACTUAL EROSION CONTROL MEASURES THAT WILL BE INSTALLED UNDER THIS PROJECT. DO TO THE SCALE OF THIS DRAWING, THESE MEASURES ARE GRAPHICALLe DEPICTED BEYOND WHERE THEY WILL ACTUALLY BE INSTALLED IN THE FIELD. 2. DIST AREA = 21.02 AC 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN IN THE PLAN IS A VIOLATION OF THE NCDENR EROSION CONTROL ORDINANCE & IS SUBJECT TO A FINE. 4. GRADING M!RE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE NCDENR ER �SION CONTROL ORDINANCE & IS SUBJECT TO A FINE. 5. ALL AREAS' MUST BE SEEDED & MULCHED WITHIN 21 CALENDAR DAYS. REFER TO EROSION CONTROL DETAILS AND EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. EROSION CONTROL MAINTENANCE PLAN ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. STRUCTURES THAT SHALL BE INSPECTED INCLUDE BUT ARE NOT LIMITED T0: SILT FENCE AND FABRIC INLET PROTECTION: ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES, OR BECOMES INEFFECTIVE SHALL BE REPLACED IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN SEDIMENT BEHIND THE FENCE REACHES 6 ". SEEDING, FERTILIZING. AND MULCHING: SEEDED AREAS SHALL BE INSPECTED FOR FAILURE AND NECESSARY REPAIRS AND RE- SEEDING SHALL BE MADE WITHIN THE SAME SEASON. TEMPORARY DIVERSION DITCHES: SEDIMENT SHALL BE REMOVED FROM THE FLOW AREA IMMEDIATELY AFTER EACH RAINFALL. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT: 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-'INCH STONE. AFTER A RAINFALL, IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO ROADWAYS. PIPE OUTLET PROTECTION: STONE SHALL BE INSPECTED AFTER EACH RAINFALL EVENT. DISLOCATED STONE SHALL BE REPLACED IMMEDIATELY AND ANY SCOUR OR ERODED AREAS SHALL BE REPAIRED IMMEDIATELY. SEDIMENT BASINS AND PITS: SEDIMENT SHALL BE REMOVED FROM THE STRUCTURE AND THE STRUCTURE SHALL BE RESTORED TO ITS ORIGINAL DIMENSIONS WHEN 1.0' OF SEDIMENT HAS ACCUMULATED IN THE STRUCTURE. THE SEDIMENT SHALL BE DISPOSED OF OFF -SITE AND THE CONTAMINATED PART OF THE GRAVEL SHALL BE REPLACED. THE STRUCTURE SHALL BE INSPECTED FOR DAMAGE AND REPAIRED ACCORDINGLY. EROSION AND SEDIMENTATION CONTROL NARRATIVE PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS FOR GRADING & FILL OPERATIONS ASSOCIATED WITH THE DEVELOPMENT OF A SOLAR FARM. THE PROJECT IS OWNED BY FLS ENERGY, INC. THE SITE IS CURRENTLY UNDEVELOPED. APPROXIMATELY 21.02 ACRES WILL BE DISTURBED DURING CONSTRUCTION. THE MAXIMUM FILL WILL BE 4 -6 FEET. THE PROJECT IS SCHEDULED TO BEGIN CONSTRUCTION IN SUMMER 2013 WITH PROJECT COMPLETION AND FINAL STABILIZATION BY FALL 2013. THE EROSION AND SEDIMENT CONTROL PROGRAM FOR THIS PROJECT WILL INCLUDE THE INSTALLATION OF A SUITABLE CONSTRUCTION ENTRANCE, SILT FENCE, TEMPORARY DIVERSION DITCHES, ROCK CHECK DAMS, INLET PROTECTION, AND SKIMMER BASINS WITH TEMPORARY & PERMANENT SEEDING OF THE SITE. ADJACENT PROPERTY 1. ADJACENT PROPERTY OWNERS ARE NOTED ON THIS SHEET. SOILS 1. THE SOILS AT THIS SITE ARE CLAY & CLAY LOAM. EROSION AND SEDIMENT CONTROL MEASURES 1. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR ACCORDING TO THESE PLANS AND SPECIFICATIONS AND THE MINIMUM STANDARDS OF THE DEPT. OF ENVIRONMENTAL MANAGEMENT, LAND QUALITY SECTION. THE CONTRACTOR SHALL ALSO FOLLOW ANY ADDITIONAL REQUIREMENTS AS OUTLINED BY THE PROJECT ENGINEER. STRUCTURAL PRACTICES 1. VEHICLE WHEELS SHALL BE CLEAN WHEN LEAVING THE SITE TO PREVENT THE TRACKING OF MUD ON PAVED ROADS. 2. CONSTRUCTION ROAD STABILIZATION: CONSTRUCTION TRAFFIC SHALL BE LIMITED TO STABILIZED AREAS. AT A MINIMUM, A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE PROVIDED AS :SHOWN ON THIS DRAWING. 3. SILT FENCE: SILT FENCES SHALL BE PROVIDED WHERE SHOWN AND AS NEEDED ON THE SITE PLAN. THESE BARRIERS SHALL BE USED TO CONTAIN SEDIMENT. 4. RIP RAP /GRAVEL FILTER SEDIMENT BASINS: CONSTRUCT BASIN TO THE SHAPE AND DIMENSIONS SHOWN IN THE DETAILS. THE BASIN IS TO BE PLACED BELOW THE EXISTING DITCH FLOW LINE BY 2' WTH THE BERM BUILT ABOVE AS DIMENSIONED. VEGETATIVE PRACTICES 1. TEMPORARY SEEDING: ALL DENUDED AREAS SHALL RECEIVE TEMPORARY SEEDING WITHIN 14 DAYS OF COMPLETING INITIAL EARTHWORK. TEMPORARY SEEDING SHALL ALSO BE USED TO STABILIZE FINISHED GRADE AREAS IF THE TIME OF YEAR IS OUTSIDE THE SPECIFIED PERMANENT SEEDING PERIODS. TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH TEMPORARY SEEDING SPECIFICATIONS. MANAGEMENT STRATEGIES 1. PERIMETER MEASURES ARE TO BE INSTALLED PRIOR TO GRUBBING OR GRADING. 2. TAIL DITCHES SHALL BE STABILIZED IMMEDIATELY FOLLOWING THEIR CONSTRUCTION. AS AN ALTERNATE, ROCK CHECK DAMS MAY BE PROVIDED AT THEIR OUTLETS AND /OR THE TERMINAL DOWNSTREAM END OF DISTURBANCE UNTIL GROUND COVER IS IMPLEMENTED. 3. STOCKPILE AND /OR WASTE AREAS MUST BE MAINTAINED WITHIN THE LIMITS OF THE AREAS PROTECTED BY THE PROPOSED MEASURES AND OTHERWISE TEMPORARILY SEEDED IF TO BE LEFT STOCKPILED OVER 14 CALENDAR DAYS. 4. CONSTRUCTION SHALL BE PLANNED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 5. SILT FENCES SHALL ALSO BE INSTALLED PRIOR TO OR AS A FIRST STEP IN CONSTRUCTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. VEGETATIVE GROUND COVER IMMEDIATELY FOLLOWING GRADING, ALL AREAS SHALL RECEIVE EITHER PERMANENT OR TEMPORARY SEEDING, AS APPLICABLE, AS FOLLOWS: Permanent Seed: Feb -May K -31 Fescue 0 5 #/1000 SF June -Sept K -31 Fescue 0 5 #/1000 SF Oct -Jan K -31 Fescue ® 5 #/1000 SF Temporary Seed: Winter Rye German Millet Winter Rye ® 50 # /Ac ® 40 # /Ac 50 # /Ac Fertilizer: 10 -10 -10 @ 25 #/1000 SF Mulch: Straw 0 90 #/1000 SF Lime: 100 #/1000 SF Tack: 200 gallons /Ac on all mulching MAINTENANCE: 1. RESEED AND MULCH BARE SPOTS LARGER THAN 9 SQUARE FEET (LIMITED TO 5% MAXIMUM OF SITE AREA.) 2. MAINTAIN ALL SEEDED AREAS UNTIL UNIFORM STAND IS ACCEPTABLE. 3. IF GROWTH IS NOT ESTABLISHED BY FINAL PROJECT INSPECTION, CONTINUE SPECIFIED ATTENTION UNTIL THE STAND IS ACCEPTABLE. 4. CORRECT AND REPAIR ALL UNDUE SETTLING AND EROSION WITHIN 1 YEAR AFTER FINAL INSPECTION. 5. REMOVE FROM THE SITE, ALL EROSION CONTROL STRUCTURES AFTER COMPLETE STABILIZATION AT END OF CONSTRUCTION PERIOD. 6. REMOVE SILT FROM SEDIMENT PITS AND FROM BEHIND CHECK DAMS WHEN SILT IS WITHIN HALF DEPTH OF THE PIT OR SPILLWAY. DISPOSE OF IN AN AREA WHERE SILT CANNOT RE -ENTER PIT /TRAP. CALCULATIONS: THE PRACTICE UTILIZED FOR THE PROPOSED SITE DID REQUIRE FORMAL CALCULATIONS. CALCULATIONS HAVE BEEN PROVIDED. 1. DO NOT LET ANY AREA REMAINED EXPOSED FOR MORE THAN 14 CALENDAR DAYS WITHOUT APPLYING TEMPORARY SEEDING. 2. MAINTAIN ALL EROSION CONTROL MEASURES DAILY AND RESEED DISTURBED AREAS AS NEEDED. 3. INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAINFALL EVENT. REPAIR AS NEEDED. 4. AT THE END OF EACH DAY'S STORM DRAINAGE OPERATION, CONSTRUCT A TEMPORARY PIPE INLET PROTECTION DEVICE UNTIL THE NEXT DAY'S OPERATION CONTINUES. 5. SEDIMENT REMOVED FROM BASINS SHALL BE PERFORMED WITH TRACK HOE FROM TOP OF EMBANKMENT. DO NOT PLACE EQUIPMENT AT BOTTOM OF SLOPE AND DO NOT ENCROACH UPON WETLAND OR BUFFER AREAS. RELEASED FOR CONSTRUCTION 07/15/13 i W M M M Z LO Q o o O LL Z �� cS' • ° ° °�7 �� m V Z_ N LO U W W C) Co ti ti 00 0 Z Z U LU O O � o O Q a Z O H- CL U W 0 W W W Z U Z U IY U) Z O U O LL U Z O n Z U a. W N M L J M 0 CV Co W Z m (n Q m Z Q (D W U IW- i o\ U Z LO oz N 0 Uj J I- O:D >_ 0 M LL Z �� cS' • ° ° °�7 �� m V Z_ Z W SHEET TITLE EROSION CONTROL DETAILS SHEET Am U Z Z D 0 oz N4 CO 0 Uj J I- O:D >_ 0 M _M O N m V Z_ i W Co 0 Z U W U LU O O � o � Q a SHEET TITLE EROSION CONTROL DETAILS SHEET Am