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HomeMy WebLinkAbout19990933 Ver 1_Complete File_19990824State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Kerr T. Stevens, Director A 61F?WAA • NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES August 31, 1999 Cherokee County DWQ Project # 990933 APPROVAL of 401 Water Quality Certification B.C. Burch PO Box 1551 Andrews, NC 28901 Dear Mr. Burch: You have our approval, in accordance with the attached conditions, for the purpose of paving SR 1333, as you described in your application dated August 24, 1999. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3103. This Certification allows you to use National Permit Number 14 when the Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification. This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-9646. Sincerely, W.Stevens Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DWQ Regional Office File Copy Central Files 990933.Itr Division of Water Quality • Non-Discharge Branch 4401 Reedy Creek Rd, Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper http://h2o.enr.state.nc.us/wetlandc.html .. a , r DEM ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 14 PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1) NOTIFICATION TO THE CORPS OF ENGINEERS 2) APPLICATION FOR SECTION 401 CERTIFICATION 3) COORDINATION WITS THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COLLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT. 1. OWNERS NAME : A/ ( f 2)9,'T of 2Z_W ¢- 77o ll 2. MAILING ADDRESS: P, 'o . aC Z' 5S5/ ,,// SUBDIVISION NAME: CITY: -1kbe1EI )? STATE: /?C ZIP CODE: Z8C'i0/ PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): 3. TELEPHONE NUMBER (HOME): (WORK) r BZB? 3Z(-BIOS 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: 3::te a '.4 ,O ?BzB ? ,3 Z/- ?lO T' 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: CffE.20 NEAREST TOWN OR CITY: 1 I A L: C (n ,n W L1 ., I ? F C to L. LI a) to O w m o z N F ^ C 4: U O W O U Ll L F H H- r N > G J m . ? L1 Li Q ,o 7 65 n L'i _ct .. rt E- F F _ - d W p r C N {;; _ n ¢ U _ = L1 d o, N C w . 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I rcn. m3 ?m -¢ 2 0 U - y 0u 0LLI1U f- E- U) C9 -o z?0- H 4 Hg d a Q (n -3 E- H v10?L]F 3 m 4.3 E-Q L1 U H C,. L. O C tW r to L. W o, C7Om I 0 p UCD ul F ] O r r d .•-N Q, ... Lr = 0 Y. C O U L1v1m?.-- C G O` a: LL3 C 0 0 ) w F F = LD _ c t? O = O = = F m - o. -¢F - L' u (nv: - d m L1 L: f.1 O C v: - C - to L Ll O r L: T C' q tr=0,nm O 1 C = O O . m r E- L: m N ¢ L _ N (^v:>UC, L1 CL r- 0 o Li L. ='rF•?0 > n. > n. L ¢ W LO (n In In In m ¢7•-+¢F L1 U Om0 C C W = VI 'T C L] m p L. = to QF OE ir, a, .] tn L. a. O Ch to a: Ln Li ov1o- 2 U ..7 ., L7 LLI E- 0 H H H n. W Q N L1 L1 v, In ¢ L] - to CL F PECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) : 6. IMPACTED OR NEAREST STREAM/RIVER: RIVER BASIN: 7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YES [VI NO [ J IF YES, EXPLAIN: CoPPf62O _ K a3 s C /22o ,4 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF'/COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC) ? YES [ J NO [Pi 7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? 8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ J NO [,?' IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION) : 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES [ J NO IF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: Cl, AC. 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 2 0 . 10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: FLOODING: DRAINAGE: EXCAVATION: OTHER: TOTAL ACRES TO BE IMPACTED: 10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): LENGTH BEFORE: / 70 FT AFTER: / O FT WIDTH BEFORE (based on normal high water contours): Z - 4 FT WIDTH AFTER: Z` Al FT AVERAGE DEPTH BEFORE: Z-4 FT AFTER: Z - T FT (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: OTHER: 11. IF CONSTRUCTION OF P_ POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED (ATTACH -PLANS: 8 1/2" X 11" DRAWINGS n ONLY) . k?ivPG/icF .30' &O on "CyY1.0 w '`N. ? W c, ?l BO ' Gn?.? Ye..:. ?ac c ZO 13. PURPOSE// OF PROPOSED WORK: f4 c17? s?Y1? ,I.cl?? N??T ?%Gt.-U?'/d?l?? 3 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS): 15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE-OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: (ATTACH RESPONSES FROM THESE AGENCIES.) 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES X NO (I (IF NO, GO TO 18) a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES (I NO pq b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES (I NO (I IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 4 6 a 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS: a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR INCH EQUALS 100 FEET OR THEIR EQUIVALENT. b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT. C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. e. WHAT IS LAND USE OF SURROUNDING PROPERTY? fo,2.F.?T K?I,.?C.CE < r?i4-,emU4-nl? f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO: 1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND 3) (.IN THE TWENTY COASTAL COUNTIES ONLY) , A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM. z;-.C' R'S NT'S SIGNATURE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) B l0 9 ATE 1 5 Chefront EROSION CONTROL PLAN ROAD NAME: COPPER CREEK RD. ROAD NO. SR- 1333 WORK ORDER NO. 6.912116 FROM STA. 0+00 ON CENTER LINE OF SR-1331 1.50 MILES TAO: END OF PROJECT AT STA. 79+00 ADDITION. YES NO xx IMPROVEMENT. YESxx NO TO BE PAVED: YESxx NO GUY WIRES p POWER POLES TO MOVE: 1 YES xx NO CABLE BOXES GUY WIRES 3 p TELEPHONE POLES TO MOVE: 0 YES NOxx RIGHT OF WAY. xx 50' RIGHT OF WAY: 45' SCALE: it? = 50' 60' DATE: 8/11/98 I I . 1:1 slope I I or flatter 1 112: 1 slope or flatter I 9' ' ' 4 ' i 6 ' , SHLD. ; 3 SHLD. i I DITCH --------.--------i----------- .............. J PIPES.XLS PROJECT NO. STATION SR-1333 SIZE FLOW ROAD NAME: COPPER CREEK LT. RT. REMARKS RU. 1+45 EXIST. 60" REPLACE WITH 60" CMP. RT. TO LT. 24+20 EXIST. 15" REPLACE WITH 18" CMP. RT. TO LT. 29+85 EXIST. 15" REPLACE WITH 18" CMP. RT. TO LT. 35+00 EXIST. 15" REPLACE WITH 18" CMP. RT. TO LT. 45+20 EXIST. 24" REPLACE WITH 36" CMP. RT. TO LT. 56+00 EXIST. 15" REPLACE WITH 18" CMP. RT. TO LT. 57+45 EXIST. 18" REPLACE WITH 18" CMP. RT. TO LT. 60+45 EXIST. 24" REPLACE WITH 36" CMP. RT. TO LT. 70+10 EXIST. 15" REPLACE WITH 18" CMP. RT. TO LT. 77+60 EXIST. SQ 48" UAT REPLACE WITH 48" CMP. RT. TO LT. Paled POLE DATA COPPER CREEK ROAD PROJECT: SR-1333 SHEET N0. COUNTY: CHEROKEE - 91 WORK ORDER NO. 6.912116 OWNER OF POLES TRI-STATE ELECTRIC POLE DIST. FROM CL OF PRESENT RD. DIST FROM CL OF PROJECT DIST. TO CL OF PROJ. AFTE MOVE STATION NO. RT. LT. RT. LT. RT. LT. REMARKS 195 2+70 11 15' 15' 25' MOVE POLE OFF R/W 4.50 (1) $600 0450 GLEN / GLENDA CROW 961 GARFIELD COURT STONE MT. GA. 30083 2450 (1) 7-00 I slo- RIW i 1'7 ?.so -I I I I I 4.00 -I I I STA. i Q 3450 -I I. I I 3-00 -I I I I v 1-50 510' Rlty I I 17,77 I 7,? I I I (1) (2) NOTE: PROPERTY OWNER IS UNKNOWN SILT BASIN TYPE B 1450 EXIST. 60" CMP. TO DE REPLACEI 8' x 3' x 2' WITH NEW 60" CMP. RT. TO LT. I- - STA. 1+45 I 100 1 1.00 I I 0450 0.50 I I 510' RIW ofvo 1 430 BEGIN PROJECT AT STA. 0+00 ON CENTER LINE OF SR-1331 1.50 miles I S 10' (1) (1) IZIW , D•SO I I I D•SO I I 1. 9.00 -i I 0.00 I I 1 """' e•so -I 8050 I I I ` 8-00 I I 8000 I 7.50 _ I _ 510' , 7.50 R tv , i . I v 7•o0 I I 7-00 I 77 8.50 I `v - I- I 8050 I I I 8000 - I- i 8050 1 I 3050 ( - I- s•5o I sl o• Rw , V s?vv 1 Es+??® (1) (1) - I 510' i RIW , v 11.50 _ (_ I I I ( v 11.00 -I 11.00 (1) I I I 1 ? 10.50 -I i N•SO . I I 13•00 I I 13.00 I I 11.50 _ 1_ 17.50 510' i \ \ RIW I I `/ 11.00 _ _ I I 11.00 I 11.50 I I 11.50 I i 1 11.00 - I II.00 (1) I I I? I WOW 10.50 I 510' \ RIW ? ZO+OO 1 Z s 1tO+?0O (1) (1) (3) HANNAH f AMANDA VERLIN 6796 WOODBRIDGE WAY APT. 202 FAYEETVILLE, N.C. 28314 (3) PL (1) I 510' RIW IO.50 _ 1_ ? I I 19•SO I I 19-00 I I 19.00 I I ( ? 1a•5a _ _ I i 18.50 I 1 18.00 -I I te•oc I I x7.50 17.50 510' RILV I I ? 1 17.00 -I I 17.00 I I 18.50 I 1 1a•oo I I ( - 1 I te•00 rs•so I V _ 1 I u•5o I SIT Rlw S+ln I w STA. 15+10 ZSf00 3LSf®v (1) (3) (3) 0I l1,1U-4 slo• ? R IV 7.•50 _ I_ 7.50 I I SILT BASIN TYPE B - 81 x 31 x 21 7100 I r` 7.00 _ I EXIST. 15" CMP. TO BE REPLACED I WITH 18" CMP. RT TO LT. I STA. 24+20 I 20#50 I 70.50 I I 1 20.00 - 7]•00 JOSEPHINE B. SPALDING I RT. 5 BOX 128 MURPHY, N.C. 28906 I I __ 77SO _ 7750 510' R I IV I 1 Q .17.00 _ 17.00 (4) I I (4) I 2 r So _ _ I I t r•So I i ? 21.00 I 71.00 I i 1 Now - I 70.50 I 510 RIty PL STA. 20+05 1 STA. 20+05 PL -- - ? 0+00 2'Of-O (3) (3) SILT BASIN TYPE B 8' x 3' x 2' (4) (4) - - - - 510• _ ( /? \ 79.50 29 I I 29.00 I I_ 29.00 I i I 7e•SO I _ I_ 2e•So 1 I 28.00 1 _ I 28-00 i O I I i I EXIST. 15" CMP. TO DE REPLACED WITH 18" CMP. RT. TO LT. STA. 29+85 (4) 22•SO _ - n•so _ 510'' R1W I , 72.00 I _ I_ I I »•ou I I Vrr7 I v 28.50 - I i 28.50 I I !; r 28.00 I 26&00 i 1 17 (4). 25•50 I 25450 I 510- .. . R tv 0 2sfvo I 2s+vo (4) (4) I slo' 3!•50 I -I I 74.50 71400 . I -I I 71.00 »•50 I _ I_ I »•so 37.00 I I 71400 I I n•5a I 77.50 slo• , Rlty I I I V 77-00 _ I I 71.00 I I I ® 1r•SO - I I 7r•5o I 1 11•00 I 71400 I I v 30.50 I 70450 s 10' RIW ® 30+00 I 3000 (4) (4) SILT BASIN TYPE B 8' x 3' x 2' I 510' ? RIty I ? 79.50 _ _ TEMP. SILT FENCE I I I 1 39.00 -I (4) I i I 3e•so - I- I I I 3e•oo I I I I 37•so 510' RIW I 1 37.00 - I- I I I 38.50 - I I I I 36.00 (4) _ _ I I V 3s•so - I SILT BASIN TYPE B 8' x 3' x 2' 5 0 RIW / . •50 39.00 .50 .00 37.00 36.50 36.00 (4) (4) 3s•so EXIST. 15" CMP. TO BE REPLACE WITH 18" CMP. RT. TO LT. STA. 35+00 I 510' ROV ? .4.4.50 _ I _ I I u.ao (4) I I 1 . At. (5) 44.00 -I 44.00 I I I A 43450 _ _ I 43.50 I I 43-00 I I I SUE B. JONES 1 12020 S. OLD JONES RD. .47 50 510' .4T?SO FLORAL CITY, FL. 34436 Rlw I I m 1 .47.00 -I 47wo TEMP. SILT FENCE I 1 I 1 41.50 - I I .4?•SO (5) I I STA. 41+15 1 41.00 I 41.00 (4) I (4) 40.50 1 40.50 I I \ R1W , V -5ZUf00 1 5l®f®O . I \.. - R 1 IV -- -? 49050 I r9-W (4) 1 (5) 1 49.00 -I 49-00 116' 110, I Ie•50 _ I- I I I ?I 48-50 . ?eoo 1 I I - 1-II reoo I If I EXIST. WET BRANCH 1 NEW RIP RAP DITCH II 47.50 I II 47.50 S 10' NOTE . RIIV- If SHIFT 1' WET 'BRANCH 16' RT. I TO NEW DITCH & * LINE WITH II RIP RAP FROM STA. 45+20 1 TO STA. 48+75 47-00 1 I -I i I ? t -• rTIM 4eo5o _ I_ ; I I ?e5o 4) 6.00 I it I ? i - I-' i II e4oo I II (5) I ( I TO BE REPLACED EXIST 24" CMP ?s•so _ _ ?s,5o . . SILT BASIN TYPE B WITH 36" CMP. RT. TO LT. 8' x 3' x 2' I II STA. 45+20 -4Sf00 - ® 6 ?U0 (5) TEMP. SILT FENCE (4) (4) 54.501 54-00 53-00 57-50 '7-00 51050 51 W0 50-50 SO+oU I 510• RIW I -I I 5050 I I 0 I I s4soo I I -1 I s??50 I I -I 1 5.7-00 I I 510' RIW I ,17 I I I I I I I I I 0 - I siwo I I I I e 510' R 1 lV , ll= I v E3®{v® (5) (S) 510' \ ... RlIV 59050 59.50 (6) I 1 I (6) I ® 5900 59.00 I 16' I 10 I' EXISTING WET BRANCH 58.50 58.50 NOTE: c . SHIFT 1' WET BRANCH 16' RT. I TO NEW DITCH & LINE WITH 1 RIP RAP FROM STA. 57+45 JAMES B. SMITH I TO STA. 58+75 RT. 3 BOX 224 C II 1 MURPHY, N.C. 28906 58.00 _ 1_ 1 II ? ; 1 I V 58.00 NEW RIP RAP DITCH_ EXIST. 18" CMP. TO BE REPLACED 57.50 WITH NEW 18" CMP. RT. TO LT. (6) 1-' STA. 57+45 _ R 1 LV - . 1 PL ST 57+20 1 STA 57+20 PL si•oo _ I _ 5700 (4) 1 i 1 (5) TEMP. SILT FENCE 58.50 _ I_ ® 58.50 I I I ® EXIST. 15" CRP. TO BE REPLACED I WITH 18" CRP. RT. TO LT. STA. 56+00 J .... . L I SILT BASIN TYPE B 8' x 3' x 2' I 55.50 55450 I 510' (4) RIIV (5) SSf00 I ? St3?-00 (6) TEMP. SILT FENCE (6) I 510' Riw , 6!• 1 I- 61.50 I I (6) I 1 1 4 -1 I 64-00 I I 1 w6, 3 I- I •50 I i 1 ® 67.00 i 6]•00 I I 1 ® 67.50 _ 61.50 510' RIw I I 1 ® 61.00 - I- I 61-00 I i? I 61.50 _ _ I Qf•SO I I SILT BASIN TYPE B 8' x 3' x 2' I ( 61400 61.00 I EXIST. 24" CMP. TO BE REPLACED 1 WITH 36" CMP. RT. TO LT. 80-50 STA. 60+45 - I- 510' RIw ? 6Uf00 1 ?®?® L/ L L/ I 510' / R I W / ? TJ? 69.50 \ J _ I_ V 6D•50 ALLIE J. ROBERTS MCAPEE 1 108 DICKS ST. 1 WILLISTON, S.C. 29853 I I 69.00 -I I 69.00 I I I 68.50 I- I 66.50 PL STA. 68+05 I 1 , f r ?TA. 681 -I I bai I I 1 ® 67.50 _ 87.50 510' RIW I I al•oo e7•00 TEMP. SILT FENCE I i I I 0 68.50 _ I_ I 68.50 (6) I I I v 68.00 _ _ I I e6wo I I ? 65.50 I - I e5•so i 510' RIW v ?SfOO 1 (7) (6) J rnJU-i4 . i Iw (9) (9) R5 0' 74.50 ( 74.50 -I I I CAY ROBERTS I RT. 5 BOX 125 777, MURPHY, N.C. 28906 71.00 I 7!•00 - I- I i 77.50 _ I_0 73450 I I (9) I (9) TEMP. SILT FENCE 77'00 - I V 77'00 I I i i PL STA. 72+50 7?•?0 _ _ STA. 72+50 PL 510' RIW , I 72.00 1 77.00 -I PL ST\71+8 1 I (8) 1 (7) I DOROTHY R. SMITH 7H50 71•50 - 1- RT. 5 BOX 124 I MURPHY, N.C. 28906 I I 717 1.00 7f-co SILT BASIN TYPE B I I I i 70.50 I 0 70.50 1- EXIST. 15" CMP. TO BE REPLACED i WITH 18" CMP. RT. TO LT. STA. 70+10 510. - RIW PL STA. 70+00 CIO c ..... +`®® (7) (7) I 510• RIW 79.50 79.50 I END OF PROJECT STA. 79+00 ,00 1 11-oo_aTA. 79+00 END OF PROJECT _ I I (9) 79.50 76.50 (9) 1 i 76.00 _ ® 76.00 I SILT BASIN TYPE B 1 e 8' x 3' x 2' 77.50 510• RIW I EXIST. 48" SQUAT PIPE TO BE I REPLACED WITH NEW 48" CMP. RT. TO LT 77, STA. 77+60 77.00 1 77.00 - [TEMP. SILT FENCE - 1- i I 76.50 76.50 I I i 76 WO _ I_® 7600 (9) I (9) I 75#50 75.50 I I 510' RIW 78fOO 1 ? 76fOO Egos sue. EROSION CONTROL DETAILS & SPECIFICATIONS STD. NO. DESCRIPTION: SYMBOL: IPG NO 245.03 TEMP. SILT DITCH TSD F7-2 245.05 TEMPORARY DIVERSION -? TD -? ----------------------------_.- 893.01 TEMP.SILT FENCE - - - - - - - - - - - - - - - - - - - - - - - - - - - - 890.05 TEMP. SLOPE DRAIN 8 WITH EARTH BERM T ---------------------------- 245.02 SILT BASIN C TYPE-B -- - - - - - - - - - - - - - - - - - - - - - - - - - - 895.10 TENIP. ROCK SILT CHECK 7716 TYPE-B 892.02 ----------...-_--- TEMPORARY Vl_20 ROCK SEDIMENT DAM TYP E-B - - - - - ROCK PIPE INLET iD - _ - _ FT-2-2 PROTECTION - - - - - - - - - 894.01 ------ _ -- -- V1-24 ROCK SILT SCREEN - - - - - - - - - - - - - - - - - - - - - - - - -- Symbol DESCRIPTION SYMBOL EXISTING FENCE: OR _-_--•_•_--- -_-_-_•- PROPOSED ROAD: ---------------------------------- EXISTING ROAD: --------- - -- RAILROAD: r-----------•----- - ---------- CONTROLOFACCESS LINE--------- -------------•--- C ----------- SLOPE STAKE LINE: BRIDGE: CONCRETE CULVERT: a - - _= _._ _--------------- CMP PIPE CULVERT -? ------._----------------------- WOODS: OR /- TELEPHONE OR TELEGRAPH POLE: - - EXISTING: -•?-. PR_OPOSED: -O- TOWER POLE LINE. - - 0 - p _ _,- o _ ...... POWER POLE: EXISTING: - a - _ - PROPOSED: --------------------------- EASEMENT LINE: •--_-- ------ -I,---_I ------- GUARD RAIL: SANITARY SEWER LINE: iED-- -> _S_S: - - _ - - - - _ S.S. --------------------- - -----yam WATER LINE: -?- --------------- -I _ i----- ------- GAS LINE: - BRUSHBARRIER ?- ------ ----------- -------------- --_--_ -------------- EXISTING CHANNEL : ?- • - - • - • - - ------------ PROPOSED CHANNEL CHANGE: FIBER GLASS ROVING: -2EE: -- ._.---•------ FGR •----------- .Sires f, IT-- , , zo 1 . . ,?-- ,1?0 / - 13eo "c &1,0 D B 7? V- 37112 a o • ?- > .-. IN ? ?? _? % n R .? 1 r$ ` Cs 1 12'3(Y a •• ? an • r kl? • 22 pis ®? , j// ``-=„?'.?? /"..?ad _ ?' N - o? R (2 N, 1 f C IV opyngnt (c) iayi, maptecn, Inc. I ST/v[ ?4?r fifis STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. GOVERNOR SR 1333 CHEROKEE COUNTY Mr. Bob Johnson US Army Corps of Engineers Reg. Field Office Rm. 75, Grove Arcade Building 37 Battery Park Avenue Asheville, N. C. 28801-2714 Dear Mr. Johnson: `"'Up p i ;{1p of DAVID MCCOY SECRETARY PAYMENT RECEIVED The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain, base, and pave SR 1333, Copper Creek Road, primarily along the existing roadway. In order to construct this project in accordance with our current secondary road standards and due to the proximity of a trout stream (Copper Creek and tributaries, DEM Class C - Trout Water) and extension of pipe culverts, we are requesting authorization under Section 404 of the Clean Water Act. I am sending a straight-line diagram with the proposed erosion control, stream, stream bank, and construction limits and various sites along the project where we will be in conflict with the streams. In addition, I am sending a typical section of the road, cross sections, drawings for pipe culvert replacements, general notes and standards on some erosion control measures, and a marked map. We propose to install all the new culverts slightly below the existing streambed elevations where bedrock is not encountered to minimize impacts to wildlife habitats and allow the existing stream gradients to remain as unchanged as is physically possible. August 6, 1999 t3?3 odw Andrews District Office Phone: (828) 321-4105 P. O. Box 1551, Andrews, N. C. 28901 ~ .._ ,.,,.,.. _,.. ____