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HomeMy WebLinkAbout20001170 Ver 1_Complete File_20000912State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director 1 T • on% wow NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES September 14, 2000 Macon County DWQ Project # 001170 APPROVAL of 401 Water Quality Certification NC Department of Transportation c/o J. Ralph Cannady PO Box 1551 Andrews, NC 28901 Dear Sirs: You have our approval, in accordance with the attached conditions and those listed below, to impact up to 55 linear feet of Middle Creek in Macon County, for the purpose of road improvements as you described in your application received by the Division of Water Quality on September 12, 2000. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3289. This certification allows you to use Nationwide 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 Water shed regulations. 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 you may be required to 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) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached 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, Attachment cc: Corps of Engineers Asheville Field Office Asheville DWQ Regional Office File Copy Central Files Kerr T. Stevens 001170 Division of Water Quality • Non-Discharge Branch 1621 Mail Service Center, Raleigh, NC 27699-1621 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper http://h2o.en r.state. nc.us/wetlandc. html IP" n 1 " isi oil 9 2 41 ?? '401 ISSUED" STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JANIEs B. HUNTJR. GOVERNOR SR 1635 Macon County Mr. Bob Johnson US Army Corps of Engineers 151 Patton Avenue, Room 143 Asheville, NC 28801-2714 Dear Mr. Johnson: DAVID MCCOY SECRETARY 00117. The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain, base and pave SR 1635, Middle 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 (Middle Creek tributaries, DEM WS III - 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 stream. 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. The best management practices will be used to minimize and control sedimentation and erosion on this project. The construction foreman will review all erosion control measures daily to ensure sedimentation and erosion are being effectively controlled. If the planned devices are not functioning as intended, they will immediately be replaced with better devices. The rocksilt screens and other erosion control devices will be in place prior to pipe culvert construction and will remain in place until the project is stabilized. Andrews District Office P. O. Box 1551, Andrews, N. C. 28901 Phone: (828) 321-4105 August 31, 2000 PAYM I-N, r RECEIVED Fax- (R)RI ill-1??R Mr. Bob Johnson Page 2 August 31. 2000 By copy of this letter, I am asking Owen Anderson, North Carolina Wildlife Resources Commission (NCWRC) Western Mountain Region Coordinator, to comment directly to you concerning the 404 Nationwide Permit request. A request will be made on this project for a temporary encroachment in the Trout Water Buffer Zone of Middle Creek and I am asking Mr. Anderson and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT) to comment directly to me concerning the Trout Water Buffer Zone Encroachment. Also, by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clean Water Act from the Division of Environmental Management. (A check payable to NC Division of Water Quality in the amount of $200.00 is attached to this application with the new fee schedule). We would like to begin construction as soon as possible. If further information is required, please call me at (828) 321-4105. Your early review and consideration will be greatly appreciated. SincerelyJnP. VRa CE. Assistant Engineer RC/rr Attachments cc: Mr. Richard Phillips, P.E., Regional Engineer DEHNR Mr. R. G. Watson, P.E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. John Dorney, DWQ, DENR (with attachment) Mr. Owen Anderson, Western Mountain Region Coordinator, NCWRC Mr. W. H. Lynch, Transportation Supervisor III Mr. Mark Davis, Division Environmental Officer DEM ID: ©01 1 7 0 CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1) NOTIFICATION TO THE CORPS OF ENGINEERS 2) APPLICATION FOR SECTION 401 CERTIFICATION 3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED 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: W.G. DEFARTMENT OF Tl?AA5PortTATlo4 2. MAILING ADDRESS: :P.O. $0x 1551 SUBDIVISION NAME: CITY: _ ANDREWS STATE: N.C. ZIP CODE: 29901 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): 3. TELEPHONE NUMBER (HOME) : (WORK) : 82'6.32(. +105- 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: _J. RALPH C4NNAW _P E . Po. "B,DX 1551 ANDREWS , Mc zsio l p?} ? 828 32l 4-Io5 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: MAGO4 NEAREST TOWN OR CITY: FicM)KLl4, )QC. 1 W f) H W 0 Q a In f , m It o, H W m .-c [u W .-I _ I ul IX C•) C, C, I O m - .-1 FWalmin w I D O X -0 19 O U C, U W U) aL -I I CK (L o, a w d Z OU" to OU)-+OwW F L.F"U 0 1.U0 z O Z H H a at=• H U) O H W F 3 .:) CL, E- RC cn W En En Q9A U z N W H U W a N 7I W? w U H w w L,. U U It a fn W W [f_ - (? u) H Ll , t( <,? LL w .+ .-I W w f w I) ~ H M I a W F C J, O c,mrn L) w w m ,U F W C. r- r- apwm,U t No H (r N .? w F O + am 0 ot)?, If) ED 4 - O?r o, Is U L,: w U - p t.) = W H W W O 1) O W !naaa_. 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PECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) : SR I(,3 5 tCaalc GYcc{L RoiJ mmewy, Co, 6. IMPACTED OR NEAREST STREAM/RIVER: MIDVL.E CRESV- RIVER BASIN: LITTLE 7-Ew4ES6E.E 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 [?? NO [ ] IF YES, EXPLAIN: 1AIDDLE CIZEF K (-DS)WS M , -MOVIE UR?1 A_y 5 _ ?3RANCN??CLASS C 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [V,/ 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 409 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ ] NO [?] IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 901 CERTIFICATION): 8b. ARE ADDITIONAL PERM T REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES [ ] NO [j IF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: .7-. 2-7 &C, 9b. ESTIMATED TOTAL NUMBER OF ACRES'OF WETLANDS LOCATED ON PROJECT SITE: No1JE , . 2 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: FT AFTER: FT WIDTH BEFORE (based on normal high water contours): FT WIDTH AFTER: AVERAGE DEPTH BEFORE: FT AFTER: (2) STREAM CHANNEL IMPACTS WILL RESULT FROMI: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: -- CHANNEL EXCAVATION: CONSTRUCTIOI OF A DAM/FLOODING: OTHER: 11. IF CONSTRUCTION OF A 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 Br U''?FD (ATTACH PLANS: 8 1/2" X 11" DRAWINGS ONLY) __16NSrALLATIcn/ Or YSix N ES pF _24-~ CMP 299 L•F.) -_ -ACK WE,-- yCKHgE D LoAr>?R SE---VriL/ZE.p 7DPERPn2M.. -- pim /N57-,qLLA-ri ? 13. PURPOSE OF PROPOSED WORK: DEN AND ;Pa?_ffAA1 xIC2_$ECo?JDAR ROAD 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 INVOL`7F. A'? EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES [?/ NO [] (IF NO, GO TO 18) a. IF Y'--'S, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL, POLICY ACT? YES [I NO f b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES (I NO [ ] 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 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 1 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 MANAGEME14T PLAN IF REQUIRED. e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Fo2SST _ESouRGBS?--AI??MLAI?br--- F?ESIaENTIAL 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. _? 8 2a o a OW R.'S/AG S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) 5 IV ? 13'13 / \ c UZ: A, 13 '. 11 r.,' A !?I,.ie 1 J t•}. r-. i1o0 rtt? RNOSe 11 l , tyilUUJu LIU 3 . •(;.v ,k t' RNCe 110. U II D.an I)1i RUbbit Ho1ty Sp.:q /?•- n 3.6 WOLF KNOB 1291 13" ONION _ ;•,, f g• _ MIN. 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I I I 1 II I 111 I I I II 1 I I I I -I I T.-'- =--l? µ'- 1 1 1_ I 11 IRIS I' 11111 I I I - _ - I. - - _ 1 1 1 1 1 1 1 1 1 I III I 1 I _ 1 1 1 1 1 1 I I I li p qF ni ' I I _ ' ( I I I V I I I I I I I I I I I I I ' _ 1 1 1 1 1 1 1 I x I I 1 VIII III ?I III I 111111 11 I I I I I I I I 11 i l i l I I I I I V I I I I I I I _ti I-i i 1 I T i t-I II r - I - I I I IiI I - I I 1 1 1 SrATY! l ( I I I I I I I I I I - T 1 1- 1 I `_ I_ I i l 1 i l! cI .I - I I I I I I ! I --T-7-- I I I 1 I I I I I 1 i ?? _.I _____ ___ __? -?? ,-?RT-, 1 1 1 1 1 1! I I 1 I I , I I ( I I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 11 1 I I 1 I 1 1 I I I -_ -- _ ? I I I --- I I I 1 1 1 1 1 1 1 ?I I I i I I 1 _ 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 l l l l 1 l LT BASIN TYPE B 8' x 3' x 2' . V BRANCH'` SILT BASIN TYPE B 8'x 3'x 2' CHECK DAMS ® SPACED AS REQUIRED c w c U N SITE ED PROP 2411% 461 ? 3 OLD CL / P j I , STA. ;45 NEW CL TEMP. SILT FENCE AND / ROCK BERM E y r ?c 1? _l? ROCK SILT SCREEN rk. I o C G7 ? I I I I I I I I I I I I I ?. ' ? 1 1 1 1 1 ' I , ! I I ; I I 1 1 1 1 1 1 1 I I 11 I I l l i l l ' 11 I ? I ? I I t! I I ' I I I I I! I I I I I t l l l l i l l I I I I I ? V I I I , I I I I I I I l l l l! I I I I I I I '' I I I I ? I I l i ? l i l l l l l l l I I I I I I I I I ? I I l i l l l l l l l l ; l l I (I I IIII, i'!Iillll l l llill ll l llll I IIII I I II I I II!Ili Il? '? ' 1 1 1 1 1 1 I l l l l l l l l' I' I ,! I' l l l l l l I I I 1 1' 1 ' - r1 r-1 I 'I I ,- I L I I I II I I I (--III I I rII I ? I I_ _ I I -I ?1 I - ( 1 - 1 1 (-i 1 it IIII I I ( I IIII II I IIII V III III I I I Q I I I II I l I ( l IIII V III t•I I 111 11 1 1 1111 1111 111 1 1 . I I I III I I 1 1 1 1 1 1 I l l I I I I I I I I I l l l I I I I I I I I ( I I I I I I l 1 Lrl I-? I- 1 1 ------------------ 1 1 1 1 1 1 I I I ' Ti y I I I I I I ?- i I l i l l l l -r i I _l.7 I I I I I I I I I I I I I I I I 1 1 1 I I f i ?. ( I I I I I V I ( I I I I I I I I I I I I I I I I I I I ' I- I I i I I l i l I I I I ITI -- I-?I? 'J I I I HST- I I I I I V I I I 11 'T - I j t I I I I j I III II I I I ri I I I r? I l I - F T I I I I I Ili'( III I II II : T -I-FT II T T 11 - 1 1 1 tjl x; I t; m IF, 1 II - V III II -1 I II II 1111 111 I H± L I I IIII 11' 11 11' 1 IIII III I I II I V I I I I' I' I I I I I I I I I I I I I I 46 IIIIIIII I 1 1 I I I 11 1111 111 1 1 I I II?Illll I I l ill l 1 1111 11 I I I I I I-1HFI?I-' I- ( I I I T ? - H FIT? I -IILI f - - I I HI I ( I I I I I I I I I I I I III III I I I ( I I I I I I I I I I I I I I I I I I I I I I I I.I I I 1 1 I I I I 'Il :ill nl!I 1 I I III I II I IIII IIII T? r 11 I II I !! i l I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I .' = 1 ! ? I ? ? I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - ? I I? I '' I I I I I 1 1 1 1 I I I i I I I I I l I I SITE 4 STA. 35+40 v CHECK DAMS SPACED AS REQUIRED w 0 I L ? 0 ? cl) to ,? SILT BASIN I TYPE B 12'x 3'x 2' 2' BRANCH-`,' %r2 '? ROCK SILT SI?REEN SILT BASIN TYPE B 12'x 3'x 2' ° CHECK DAMS SPACED AS REQUIRED I I I I I I i ? I 1 1 1 1 I I I ? I I?I I I I l l I I 1 1 1 1 1 I 1 1 , I I I 1 1 1 1 I I SCALE I? I I I I I I I - ' I I I 1 ? 'l i l I I l I I? I I I I I I I I _ , I I l l l l l • l i! I I 1 1 1 1 I I ' l 1 i I l I l I ! I l ? i I ? i l l I I i! l l l l t I I I I I I I 1 1 1 1 1 1 1 1 ! I I I I I 1 1 1 1 1 - I I I I I I I I I I I I TI ,. V r. LV 17. I I I I I It l l I I 1 I I I I I I II III' II! I I I I II I I ! I I l Ill i l J I 1 111 I I I I I I I I I IL I I I I I I I I I I l l l l ! I I I I I I I I I I I l I l I l I II I 1 1 I 1 1 1 III 1I I I IIIIII IIII I I I I t I I ll I l l I I I I I I I I I I I 1 1 I J tl l i I L L ?- I I I I I I I I I l i l l l l I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I 1111 1 11 II I I I 11 1 1 1 1 1 1 1 1 I I I I I I I I i I I I l I l l l l l l I I I I I I I I I 1 IRT, l ?I?III l I I 11 III 1 1 I I I I I I I I I I I !I I II 111111 I I I I I I I I I I I I I I _ I I I J J ' _ 1 - - - I I _ I II I I ;li l II I I I III I' 111111 1 II 1 1 I I 1 I' I l i t I I I I I I 1 I II II I I I I I I I I I I ?! I I ?j..t_, -? - I I I I I I I I I I 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I l i l l l l I l l l l l l l l I I 1 I ? I I I ' I i I I.I I I 1 1 1' 1 1 1 1 I I I I 1 ? I I I I I I I I 1 I I I I I I I I I I 1 1 1 1 1 1 I ' I I ? I I ? . , I I! I I I I ? d i l l 1 I I I i: I? I ' I l l , I I I . I I I I I I I I _ " ? i l l l I I 1 1 1 I I I I l i I I I I ' I I I I I I I I SITE 5 OLD NEW CL CL R I CHECK DAMS SPACED AS REQUIRED t? SILT BASIN TYPE B ?p 8'x 3'x 2' V BRANCH r , SILT BASIN' P OP TYPE B 8'x 3'x 2' CHECK DAMS' • SPACED AS e' REQUIRED -------SCALE _ ?1? Imo'-HO?Z -1 F?-1e--?- •I --- - -_ __ I I I I - --- I II} I I I _I I I l l l ? l l l l l l l l l l l l l l l l l l l i I i l l 1 1 1 I I I I I I I?I I?j I I I I I I I I I I t l! I? I I I I I I I I I? I I' 'till ?9c -O TEMP. SILT C FENCE AND ROCK BERM -1/ ;ROCK SILT SCREEN1 c? [TEMP. SILT j FENCE AND r7 ROCK BERM Z. X I V I I I _ I ? I T' ? I I I I ? ? I I I I ? I I I I? I I I I ?L 1' 1LL 3 L-y 11 I I I ? i II !I II I I I i I I- __ __ 1 1 1 1 1 I I r-T ? I--?, , ?-u . III III I I I r-1 I j (? I- I I- F I ExISTIPIC?IeI I + _I -H i j I I !i l l l l l i! I l l l l l l l l l l l l l t i l l I-T-i 77 i I I I I i I -r--- I -- ?I 1 I I I I I ----- -----?- ? I I I I?-i ? ! _! ! V I I I I_ i I I I I t I I I I I, I; I I I I IT, I -- - ---------- ------------- ------ ------ STA. 47+05 SITE 6 STA. 60+20 r X04' 1 CL ,CHECK DAMS Q - 9G• SPACED AS I _ REQUIRED I , TEMP. SILT C FENCE AND ® 5 ROCK BERM C SILT BASIN h _ a TYPE B 181x 31x 2' ??r, ®? ROCK SILT SCREEN V BRANCH PROPOSED 24"x 55' 1 ?_I ?-s SILT BASIN TYPE B 81x 31x 2' v CHECK DAMS FTEP. ENCE ANDT 'SPACED AS I c ROCK BERM REQUIRED I I r-. \a ®.i i ,. 1 t , , I ? i t 1 1 I l i l? I ' I i i I ' I ?? I 1 , i 1! I! I! I! I! 1! I I I!! I 11 1 ? 1 1 1 ? 1 I ' I I I 1 1 , 1 1 1 ! 1 1! 1 1 I I; ? ? , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,. , ' ' I I! 1 1 1 1 1 I I i? I I I I I 1 1 1 1! I I I ? . •. I l i l 1 1_ 1 !'PROPOSED CUTS I L ! 1 1 1 I I I I I 1 -i ! I- i I I( i-I T-1 1 1, i 1 iI 1 -I 1 L1 1 L__1 1I i T? r14 -? T 1 ! t l l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 LOhE-I `1 1 1 1 1 1 11 I I 1 I I I 1 • I 1 1 1 1 1 1 1 I I I I I i 1 1 1 1 1 1 I I I I I I I I PROPOSE l l l 1 1 1 1( 1 1 1 1 1 1, I I , I I I I 1 I! 1 I! 1 I I ' ? I ? I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' I I I I l l 1 1 1 1 1 1 1 ? I IJ t l l l l l l I I 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 I I I i 1 1 1 1 I l l l l 1 1 1 1 1! 1 1 ! 1 1 ? I? i ' I l 1? l , ! I 1 1 1 1 1 1 1 1 ?I I 1 1 1 I! 1 I I I 1 1 1 I I I 1 1 1 1 1 ( 79 till i I I I I I I I I I ?I? 1 1 1 1 1 I I L 1 1 1 V I I I I I I I _I I I n l i l -I t r l I I II 1 1 1 1 1 1 1 T1IPRdPy?3? -?L?-ITj-I I I I I 1 1 M I T I -- I- (-I 1 1 ?I I?i I I I 1 1 I I I I I I I I 1 1 1 1 1 1 I ICI 1 1! IC 1 1 1 1 1 1 , I I( I I 1 1 I - ?7 1 -i -H I C I!! I I I I i l I t I! I I 1 I I I 1 1 I I I I I I I 1 i l l 2 !t? I I cmp I I I I ! -'_-_ I I I 1 1 1 .____ I I I I 11 I I I! 1 1 1 1 1 1 1 I! I I I I ! I . I 1 1 1 1 1 1 1 I I I 'II'1'_ 111 II I y II I 1 11 1111 11 ' !11111 'I II III t I? I II ! ! I i? l l l l l I I I I I 1 ?? ? I I 1 I I I I 1 1! 1 1 I I 1 1 1 I I I i I T l II I I I I I I 1 1 I I I I I I I 1 1 1 1 1 1 I V I I I 1 1! 1 1 1 : 1 1 1 1 1 I I I I I 1 1, 1 1 1! 1 ! 1 1 1 I I 1 I I 1 I I 1 1 1 1 1 '!!! I 1 ? I I I 1 I I I I I t I I I 1 1 1 1 1 I I I I I I I I V I I I 1 1 1 1 1 1 1 ! 1 ji4 ' I f 1+1 1 1 I L ?"1_i f ?- I II 4 I H 1 ?! ?l 1 ? 1 II-1iil I 1 1 1 1 1 1 1 1 1' l l l l l l l l l ' ! I I I I I I I I !! I 1 1! I I I I I I I l l? it 1!! 1 =1 1 1 1 1 1 11 1 1 1 1 i l 1 1 1 1 1 1 SR 1 1 1 1 1 1 1G3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1'' I I 1 ( ! 1 1 - 1 1 i I ^ 1D'!-it ©I?i~ • ; 1I I , I I I MA ON COUNTY I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 I - 1 1! 1 i ! 1 :VE RT I i 1! I I I I I 1 1 1 1! 1 1 ? I I BUFFER ZONE STA. 46+00 - 49+00 SITE # 7 END BUFFER ZONE G? STA. 49+00 EDGE OF ROAD 17_. _ _ _ _ _ 80! 120' i 49+00 •?? NEW CENTER LINE 48+50 48+00 47+50 47+00 46+50 NEW CENTER LINE , i i i r 7 7/1 71 r ? SILT FENCE r r [ROCK BERM 581 16! t_ _38'_ i t I r r r r y 14' _ _37 58, I L T I NOTE: = EXIST. 18" CMP. STA. 47+05 _ Tl a T--A I X65, SEE PIPE SITE FOR DETAILS f 1 r 14'r _ 45' X70! r SILT FENCE 1 r .,. ROCK BERM 46+00 141. *4o,. 65' EDGE OF ROAD /BBEGIN BUFFER ZONE A. 46+00 . . 1 1 1! ! , 1' I! ' I I! I I i l i I I I I I 111 1 ? ? I ? I I I I I 1 I I I ,? I I I I I 1111 I - - - - - - - - - - 1 -I ill - -'- -'- :_.?. - - N d v1 W -I -?. C5 I I I_ _.- I I I o-I ;r rY v, l I I I 1 , I '. , ?i I 1 I I'\ , V I ? I 1 ? I r I 1 ! ; r _ 1 i I! ! I, , F 1 I I I r I I 1 ? 1 1 1 I' '' ' O I I I I I, ? 1 1 1 1 1 1 1 1 ! ?. ? 1 1 1 ' If r I I 1 1 ! I, I I I I I, ': 1 1 1 ! I ! 1 1 1 1 ! • '! 1 ! ?A ?+V_ I S' 1 I 1 1 I 1 1 1 I 1 I I 1 1 1 1 1 I I 1 1 I! I( I I I I i 1 I I I( I ! 1 1 1 I I I I ! 1 I V ! I I I I I ! I I I I I I I I I I I I I I 1! I I I ! 1 1_ I I I I _ 1 ! I 1 _ i' _I 1 ? _ I j I 1 ??I? 1 I 1 I ! i- i I I I I I I r? ! ! ' : 1 I 1 I 1 1 1 I I I I 1 I l l l l l l t! I I I I , I! 1 i! '. ! 1 l r l I? I j E? 1 1 1 1 I V I I I I 1 ' ! ? ' I 1 1 I I I I 1 1 1 1 1 I! I I! I !' I I I 1 1 1 I I I I I I • , I I I l t l l l l l I I I 1 1 3 I t ! ? I ' 1' I I I I, ' i ! 1 I 1 ! I 1 I I I'! I I I I I I! 1 1 1 I l l l l i! I, I r' I! ? ! 1 1 1 1 1 1 I l l l l l I •. 1 1 1 1 1 1 , 1 1 1 1 1 1 ! I I ' I!? I I I' I I ( , I I! I I I I I? ?I 1 I ? I! I I :?-? ' !! I ! I I I I ' 1 I '. I I I I I I - I I I I I 1 I I I r '. I- 'r I ' 1 ? 1 1 1 I I I I' L i I l t -'- _ 1-;- - 1 I ? I I I-I j I r I I ? ?-i W ? - I-I .C7 L v-1 "(?" ?` , - I I 4L I -I 1 1 1 ! I I " 1 1 1 1 1 1 1 1 1 1 1 1 1 W? I I I I 1 1 I I l l r l l l l l l l l ' ' I I I I 1, !" I( I I I- I !!' IIJI 111 I I ' II I I ' l ' I l I , i r r I I 1 I I I I p I I I I V ! I 1 1 I I I I Z r 1? i I I o c ?-+ 1 - I O W Z ; ? a =~ H = - >= r [1 r--C - - - -- . r - - O C - -' - -W - . C .- - - - - - - - - - - - - - - , r 1 ill l 1 r? , I ? I I I I I 11 I I I I I ? I I ? ! 1 . r, r I I I I I I I 1 1 1 ! 1 r !!! 1, 1 ' I I I, I ? r _I ,_ ? '- - ,_ ' I I I 1 _ I I I -I ( r I I I I i 1 I r l l 1 1 r, I I , 1 l r' I I -" - 1 I 1 1 1 1 I I I I 1 1 1 1 1 l i I I I I' ' I r l l I l l l i i l l I l I I' I i 1 ? 1 1 1 I l l l l t l l l t l l l l l l l 1 ?! 1 1 1 1 1 1 1 I I I I I I I; I I I 1 1 1 1 ' I I I i l l 1 I 1 1 1 1 1 1 I lI I I i ! I I I l( l l I l l ' i i i l l' 1 1 r l ' l i l l l l l l l . ! I I I I I I r I I I I I I I I I ' 1 1 1 1 1 1 1 . . I ? ' ?? i 1 1 I r I I I I I , I I I I I l r I ! 1 1 1' 1 1 1 1 I I I ? i 1 1 I 1 1 I r I, 1 r' 1 1 I 1 1 1 1 V I I I I ' I I? I ? I I I I I l i I I I ' 1 ! 1 I 1 1 V I I I I I 1 \ 1 1 1 1 1 1 I f I , I I 1 -t l I I 1 I I I I I I I I ! l i l t ', ' ? I I I ( I I I I 1 I I I I l i I I I? 1 I I ? I I I I I I I I I I I ! 1 1! i -I I r 1 l t l 1 l r l t! " I l i l l l l ' I I I l l l l l - I I , L? I I 'C:.-I 11! I I I I I I I 1 1 I I I I V I I I I I I( 1 1 1 1? I I I I l r ? 1 1 1 1 1 L y f I I-I 1 1 1 1 IU I I I IW I ? I I L?. 1 1 1 I I I 1 I I 1 1 I I . I I I -I I I 1 1 1 1 1 1 1 1 I! I l l I l l l l l I I I I I I I I I I I I I I I I I IF I I I !? 1 1 1 1 1 1 I I I 1 1! 1 1?! '' ! t I I I I I I 1 1 1 1 I(( I I I Iq 1 1 1 1 I I - I 1 I!' I t '' ' I I I I 1 1 1 W I I I I 1 1 1 1 1'! 1 1 1 1 1 1 1 I! !'' I I 1! I I I I! '. 1! 1 1 1 1 ' I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 I ? 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ? I 1 1 1 1 1 1 IW- I I I I V I I I I I I I ! I I I I ! 1 1 I 1 1 i r I I I I I 1 1 1 1 1 1 1 I I I I I I I I I I I I I I 1 1 I? I I I I I I 1 1 !• 1 I I 1 -) 1 1 1 I I I 1 1 1 I 1-I 11 I I_I V I I I I I I I I1" I 1 I I I ' ' I I 1 :! I I I I I I I 1 1 l l I I I I I I I I I' I I 1 1 1 1 ! I I I I I I I r l l' I l l l i l l l 1? I I i l l l l I l l l I I l l l l l '' 1 1 1 1 1 1( 1 1 1 1 1! 1 1 1 I I I I ( I I I I I I I I I I I I I 1 1 1 1 1 1 1 I?I 1 ' I I I I I I I 1 1 I- I I I 1 I I I I I I I' 1 1 t I I I I I I I 1 1 1 ! I I I I I 1 1 I I 1 1 1 1 I I I I I I I I . I 1 1 I I r I -? I I I I I I • COUNTY MACON ROAD NAME: MIDDLE CREEK ROAD NO. SR-1635 WORK ORDER NO. 6.972122 FROM END OF PAVEMENT STA. 0+00 SR-1635 TO: 63+36 END OF MAINTENANCE SR-1635 ADDITION: YES FNO X IMPROVEMENT: EX NO TO BE PAVED: YES X NO GUY WIRES 10 POWER POLES TO MOVE: 8 YES NO CABLE BOXES 2 GUY WIRES TELEPHONE POLES TO MOVE: YES X NO RIGHT OF WAY WIDTH: 50' SCALE: 1 " = 50' DATE: 8/6/99 i i I I 1 1/2: 1 slope i or flatter t ./I / / I CL , j i 1:1 slope / i I j or flatter i t t I I iii t 90 9' , 4, 61 i i SHLD. SHLD. , I i DITCH PIPES PROJECT NO. SR-1635 FLOW ROAD NAME: MIDDLE CREEK STATION SIZE LT. RT. REMARKS 4+30 15" REPLACE W/ 18" CMP 8+90 18" REPLACE W/ 18" CMP 10+20 15" REPLACE W/ 18" CMP 14+07 24" s? REPLACE W/24" CMP 16+80 ti 24" y s' --- REPLACE W/24" CMP 24+45 d s 24" o REPLACE W/24" CMP 35+40 `i ?? ' 18 REPLACE W/ 24" CMP 45+20 18" ----- REPLACE W/ 18" CMP 47+05 18" s° ---?' REPLACE W/ 24" CMP 50+45 15" REPLACE W/ 18" CMP 55+00 ADD 18" CMP 60+20 18" 5= REPLACE W/24" CMP 7 PR?JEET: SR-1635 (SHEET NO. 1 OF 1 COUNTY: MACON 'K ORDER NO 6.972122 0V=R.O VOLES REA (CASHIERS) Q;?AME ` ? MIDDLE CREEK POLE DIST. FROM CL OF PRESENTRD. DIST FROM CL OF PROJECT l DIST. TO CL0FPRO.l. AFTE MOVE STATION NO, RT. LT. RT. LT- RT. LT. REMARKS 1-GW 18' 18' 30' MOVE POLE 30' LT NEW CL 5+66 1-GW F5886 22' 27' MOVE 1-GW 15+18 10 2-GW 35' 35' MOVE 1-GW 23+30 SERVICE POLE 15' 23' DO NOT MOVE 25+65 2-GW 2093 25' 27' MOVE 1-GW 41+60 1 2-GW T 14' 19' DO NOT MOVE 50+08 54784 1-GW T 10' 13' 25' MOVE POLE 25' RT NEW CL 53+16 54785 1-GW T 10' 14' 25' MOVE POLE 25' RT NEW CL 57+53 54786 ROLEDATA PROJECT: ! SR-1635 SHEET NO. 1 OF 1 COUNTY: MACON 1 1C}RK ORDER'NC} 6.972122 OWNER OF POLES GTE ROAD NAME: MIDDLE CREEK POLE dIST. FROM CL OF PRESENT RD. DIST FROM CL OF PROJECT ' DIST. TO CL OF PROD, AFTE MOVE STATION NO, RT. LT. RT. LT. RT. LT. REMARKS 2025 18' 18' 30' MOVE BOX 30' LT NEW CL 5+66 26 2025 16' IT 25' MOVE POLE & BOX 25' RT NEW CL 9+57 17 2025 18' 15' 25' MOVE POLE & BOX 25' LT NEW CL 17+71 1-GW 2025 22' 20' DO NOT MOVE 26+44 30 2025 17' 17' DO NOT MOVE 29+20 31 2025 18' 15' 35' MOVE POLE 30' LT NEW CL 31+32 32 2-GW 2025 20' 23' 30' MOVE POLE 30' RT NEW CL 33+55 33 2025 17' 16' 25' MOVE POLE 25' RT NEW CL 37+25 35 2025 16' 16' 25' MOVE POLE 25' RT NEW CL 39+30 36 1-GW 2025 17' 17' 25' MOVE POLE 25' RT NEW CL 41+45 37 2-GW 2025 13' 18' MOVE 2-GW 46+65 39 '1! \ 1 l\` \ J' • J .CCRT rACE I O .w..l r ,r ' Iu,,'' R jPAS?lVA 'IV ZI. ' Y ITIE RNOI E ]3'17' e: 1231 c, L.,L? / 3 -a.-2. I r'I I]-1--• MOSS NCe ' J1' LI a '7? J . 1? \YuluuYJ _? \ ?- 1 j / •?. • j .EAGLE Q+ow `,1 171 R,boil I+diT ?,,a /?= O 3? W Ce RNc CNiON :t• CLD RCGCT l; t? 1• Q P V r•eLI°T •? 1.0 Ar S • r 1J C It _ •? r W\.. D P*u^Y 1 Lc ?? ! .' t. J ll\ 1114.1 1P / SNOweiRO MM. G JI°I°j° •;t•. ? ]s t° CARTOOGc'Ci' 1• _ I `r e ] L, n rx CaE!X CAP 1 ESLV, 4,930\ (- ` 1L3 `` i ILAa i -A C II II ? _- CCR A+tn. J 2.0 yt•Y H°;.s ?' .!? f5 TC10w .AI,, -? t t\ k`. ,'• 1.5 1111 . {? yb C_k 1 , ? '•? ? / ?? ler,1 IAU (. Ni1e.T^? ? J - IR t.0 ? ? tJ l3:1 .p 2] _W c? Q/ d DRY' FALLS _0 633 ,• A V r ?v `;? ??, •% ?? Y" wGCN S0. .53 1!11 V r, ,(fir ,. .., _ l\( '\ Aucx ?t- ?• RNCI t`•._Rd. SCALT MM. IOd 1J = ,7 111: al:Y. Jaa I? .'`"` ? w• ti t t _ ` SAt MM UTTI! GC? :I .] //?,/SCALT Milt ? fl FV. C/. 4.060 4 ?2 106 1 BEV- 4.200 ilgA tic.) ' 'Na.+w c^ Scaf R4 \ O -? Llit ovYo -: I r /"1'y °b J II vJ3 IMI, .1 ? .. `.. A JR CSACE ,all MM 1•?• - R ?^ N°r b 11-1 L _ __., ? 11r __ =------------ 1 .z? ---- ? ? 1• Wit. ------ -- , --11----- ^I ~I o KiWtARD CALDWELL 340 MIDDLE CREEK RD. OTTO, N.C. 28763 (4) slo. RIw i 4.50 I_ 4.:0 5 . )tLiL SILT BASIO I TYPE -R, 4.00 l 4.00 - l- JOHN ROGERS P.O. BOX 1012 FRANKLIN, N.C. 28734 (2) /? I I ?•s0 I ?•so - I- ® I I 3.00 J,oo I I I I 2.50 l 1.50 i 5l0' ,7 RIIV ? I I 2.00 I z•0o -I I I CHECK DAMS r.s0 I I I I r•oa _ i r.co i I o•ao _ I 0+50 i ® I 0+3 I FRED ROWE 5201 TOURAINE DRIVE TALLAHASSEE, FL. 32308 (5) REPLACE W/18" CMP MICHAEL S. VALE 385 MIDDLE CREEK RD. OTTO, N.C. 28763 (3) TEMr,o;Z S??r ?sn1G?rJU 5 0' RUTH CABE RI. RT 7 BOX 2650 STANLEY DRIVE RINGOLD, GA. 30736 SR-1636 CL = Of00 - I - Ot00 = CL SR-1636 (1) 2260 MIDDLE CREEK RD. OTTO, N.C. 28763 (7) SILT BASIr1S TYPE - S JAMES J. MENDOLERA 2510 PAMA STREET SARASOTA, FL. 34231 .(6) _ slo P.O. BOX 1669 -- R I ?U--i CLAYTON, GA. 30525 I (8) 9. 0 9.50 - I- 9+35 I I I g.rv? 18" I CMP g•00 REPLACE W/18" CMPP] I I 9.50 8.50 I r I I I a+lx 8.00 i r TEMPORARY SILT FENCINy I I 7.50 7.50 slo' ? ? RIVJ ? A I I 7.00 7-co (5) I I CHECK DAMS >A i 6.50 - I 6.50 r I .- (4) 0 I 6+00 _ I 6+00 I ® I 5.50 _ I 5+50 I I Q S l o, \ , R I ttr- SfOO _ I _ SfOO _ 510, ?? (3) 14.50 I 14.50 -i JACQUELINE CARTER 142 WINDSONG RD. CLINTON, TN. 37716 2411 I_CMP (9) f.a - - - - - 00 ° 14+05 I REPLACE W/24" CMP SILT BAS14 TycE - B I I r?•50 I r?.50 -I I I 13+10 13.00 13•oo A I CHECK DAMS I I 12.50 _ I (8) _ 12.50 51o, '7-R 1 IV (3) I -' I TE'?1PoRgKy SILT 12.00 12.0 Ile-- FaNCINy 0 I 11+70 I 11.50 _ I 11.50 I I . I 11.00 11.00 i v I =LTll 10+50 _ I 10.50 I 510, Q--- REPLACE W/18" CMP IO+00 _ I- _ - 3OfO0 1 510• RIW I9•SO _ I_ I 19.50 v I I I 19•CO I_ I I 19.00 ® I CHECK DAMS I I (9) 1e•so -I re.sc v I I ts•oo _ I_ I ra•co I I I 17.50 17.50 510- , R tv v I I SI7F-- S1NS 07.00 17.00 T8 24" 1 CMP KENNETH A. GRONEKRE 2112 COPELARE MILTON, FL. 32583 (10) 7aMpORA;7-1 SILT ?- FENGI NCJ (3) REPLACE W/241 CHP 16.50 16.50 I I I I 16.00 _ 1 16.00 I I I I 15.50 r5.50 I Q I 510 RIW , istoo _ 1_ isf-oo SIo \ RIW o _2411 I CMP _ 14.50 Q--- REPLACE W/24" CMP SILT GAS )w Ty pE- - L3 24.00 I_ 14.00 I I I 27.50 I 17.50 I I ?_ TemroFARy SIL.T 23•00 _ I_ FENGINC? u•ea I I I i (9) 22.50 _ I 21.50 SIo R I IV 22+3 I I 21.00 I_ 21.00 I CNECK DAMS ® I I I 21.50 _ I 21.50 i I (10) I 1 21.00 71.00 i I 20.50 _ I 20.50 I ® SIp RIIV- 40 4-00 - I _ 204-00 510• 2615 MIDDLE CREEK RD. ` Rlw OTTO, N.C. 28763 ? (11) 29.50 29.50 I ' I 29+20 I PL 29.00 1 29.00 I I I ' 26.50 26.50 I I ' I i 26.00 I 26.00 - 1_ I I I (9) 27.50 - I- zl•so (9) 510 RILV 1 ? 27.00 27.00 I BRIDGE # 310 ?r 26.50 _ 26.50 I I I I =r-i 26.00 26.00 CNECK I ?AM S 1 0 1 25.50 25•50 1- i 510' ;... RIIV._.. 2sf0 0 - 1_ 2?fo0 510' R1IV 74 •so 34•50 TEMPOfiAR..'j SILT I I FENGI r1Cj I 74.00 34.00 I I I I 77.50 33-50 I [CHECKj DAMS I THOMAS DUFOUR 1 2689 MIDDLE CREEK RD: 1 OTTO, N.C. 28763 77•oa -I 7700 (12) I (9) 1 72.50 72-50 S 10' ._ ... ... \ R I IV A I I 72-00 I_ I 32400 I 7r.50 I _ I I 7r. 0 I I i 71-00 _ I 7r.af 0.50 I I I 7 I .50 (1 1 ) i 510• RIW , 30100 - I_ 3OfOO 510 ? RIW 39.50 39•50 I I I i 39.00 _ I_ J9•eo I I I I ]a•so _ I_ Ja•Ra I . I I I ]9.00 I Ja•O0 CECIL REEVES 1155 ATLANTIC BLVD. ATLANTIC BEACH, FL. 32333 (9) I (13) I J?•so _ 1 ».so 510 RIW-, I I . TEMPORSRy Sir 1 ?- FENC/?.IC, CHECK DAMS I I Ja•SO I J6•S0 - i I I I Ja.00 _ I_ J6 W0 I I I I Js• 18" I -CMP- 35#50 REPLACE W/24" CMP SILT &l5IO 35+40 Type- B a - -510, (12) RIW ; 3sfoo 1 3sf-o® (9) 44-50 44-00 47.50 47.00 42.50 42.001 41.501 11 WO 40.50 40f001 S 10' RIW I -I I I I I I i I 1 I I I I I I -I i I I I S 10' RIW I I I I I I I I I- I I I I - I- I I I i I I S I O' \ RIW i I 144.50 144+00 147.50 147.00 142.50 142 141.50 141'00 40*50 -?Ot00 (13) 2060• N E 55TIl STREET 5804 SUNSET BLVD. FT. LAUDERDALE, FL. 33308 -._RI0' --_? FORT PIERCE, FL. 34982 (15) (16) 49.50 I 49.50 - I- I i I 49.00 I 49.00 EriD $vFFtR ZuNE S -FA . 4-9 too I I 4e•SO I 4s.5o -I I FOY DRYMAN 525 MIDDLE CREEK RD. I OTTO, N.C. 28763 (14) I (14) 49.00 I Ia•00 v I 47.50 47.50 slo' SILT T3A574 R W- Ty pa - 6 I 181, _ I CMP _ 47+05 47+05 Ell REPLACE W/24" CMP I I f6•? _ I 46•So I < TEMPoRAP-j SILT Cr+EG?c DAMS 0 I I FENCINy 46.00 - I 46.00 (9) ® I (13) i BEGIN 13UFFF-R ZONE 45.50 _ I_ 45.50 STA . L- 6 + 0 U I 18" I _Cmp s I o REPLACE W/1811 CMP -45f-00 - I - S?S?-00 1347 MONTEEREY BLVD. ST. PETERSBURG, FL. 33704 (19) 510' R I W I WiAKLC.S BR.LDGES 1498 POINTWAY N PALM BEACH, FL. 33408 (20) I 54+10 i 54+10 I 54-CO _ I 31.00 I 57.50 I 57.50 RUBY ANDERSON P.O. BOX 634 (18) I FRANKLIN, N.C. 28734 v I (18) 3]•00 I_ 3J? 52+90 I 52+9 I I Tempo)zAp-,i SILT 1 FE" GnIC7 52.50 CHECk DAMS ? _ I 510 ? R I lV ? I I 52.0 52-00 I - I- 51.00 HARRY KINCHLEY 2712 LONGBOAT DRIVE I 1 NAPLES, FL. 33942 (17) (15) I I Sf50 - I 31.50 ® I i I . 51W0 I 5f W0 SILT BASIN P: I NOTE: REDUCE R/W TO 20' FOR WEL ( W FROM STA. 50+50 TO 51+00 V;71 I 7-RE - 6 15"_ (_CMP_ ?? 4.? REPLACE W/18" CMP i 510' T R I w 50+1o sofoo - -T sof-vo (16) i FT- m PORARy Si r < ? N G IN ? e•o0 (20) r 5S+00 57.50 1 57+CO 1 58+50 1 SSfoO (21) koc?K CH ECG -?'i/ ??MS GARY DILLS 783 CAMP BRANCH RD. WAYNESVILLE, N.C. 28786 (21) ® I TEMprrcrtaRy Sll.r I / ?tNG1?JG? 61+00 - I 61+00 510 \ RIW 64+50 I -i I 64+50. 64+00 I I I_ I I 64+00 6J+ 0 I I _ I _ i 63+50 3+36 63+36 63+00 I I - I- I 6J+C0 62+50 I i 62.50 510' \ RIW I 62+C0 I I_ I i 62KA 67+50 i i _ I I I 61+50 I SI Lr 13A51 tj I TYPE - 13 I i 60+50 _ I 60+50 I 18" I _CM_P REPLACE W (24" CMP 6 +20 51o' 60+20 (20) 000 _ I - dsOf00 (20) ?? y Std, Descriation Symbol Eau. 245.03 Temporary Silt Ditch 45.05 Temporary Diversion VI - 4 893.01 Temporary Silt Fence '"D _-- _..................... -------- VI - 6 890.05 Temporary Slope Drain with Earth Berm _ __-- ?- vI 8 245.01 Silt Basin Type A 245.02 ................................ -? ------------ VI -10 Silt Basin Type B ........................................... --- VI 12 892.04 Temporary Rock Silt Check Type-A 895.10 .......... ----------- VI - 14 Temporary Rock Silt Check Type-B • ------------ - 892.01 Temporary Rock Sediment Dam Type-A___,_?. 16 -- --- V1 -18 892.02 Temporary Rock Sediment Dam Type-B _• VI - 20 897.01 Rock Pipe Inlet Protection 894.01 Rock Silt Screen ......................................... 1 ------ VI - 24 245.04 Stilling Basin ................................................... ®----- VI - 26 Rock Inlet Protection: 896.01 Type A ............................... A 101 .. OR --A ----- VI - 30 896.02 Type B ................................. B •• OR •- B) ----- VI - 32 896.03 Type C .................. C OR --C VI - 34 VI-1 March, 1993 TEIVIPOR,?RV EROSIOl1% CONTROL SvA11 C TEMP STONE D/ TCH CHECK /SOCK. S/LT CHECK Dq.M > IL T BQSIIV- B EMP SLOPE DP,4I1V CMP SILT DITCH T- SD ,419TH E- M B/1 /VKP1YEll/ T -'-" L T FEN C E I-I 1 I-{1 3LRGLnSS ROVING FG R Proposed Road ..................... -- _=_ Existing Road ...................... Railroad ........................... Control of :access Lilly............... - ?- Slope Stake Line ..................... -----.? _-_ Bridge ............................. ?-- Culvert ............................ -, Woods ............................. Telephone or Telegraph Pole ......... .l:-\I;.- -o- ? witol. ?- I Tower Pole and Line. ...:............ -r---._ a _ Power Pole ......................... •i:?l:;';• o , witoi, Easelnclit Line ...................... •--....... ,flowing l.iniic ......................... -' -? Guard Rail ......................... . 1 7 , Sanitary Sewer Line ................. - s: Ala ter Line ......................... ---t I--? t- Gas Ling ........................... cas -Q- I'I:t)I'OSED ExIS'i'iN'r Chain Link- fence ................... C}-- Woven Wire Felice .................. - o--?- ?v? Re,jeneracion ........................ -?. Reforesc:>.tion ....................... Teniporary Silt Dicc11 ................ Temporary $t l c Felice ................ --r i i--I I r---i f ;- Temporary Slope Dr: in .............. I3rus1? r ...... .................. Silt'Check Danz 7yj)e A ............... .? Silt Check Dam Type B. . ............ Silc• 13,?81n 1I pe A .................... -•. • Silt Basin Tyne B .................... lock Silc Check Dane ................. ..'='•, 'x' .?':?:'?' ;; ar l h Ike rm ......................... -} -? --? --t Tettip. Stone Ditch Check r ?+11hP)J';t e,. sTA1ty? I "4011SSUED" 0 0 1/ 7 0 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. GOVERNOR SR 1635 Macon County Mr. Bob Johnson US Army Corps of Engineers 151 Patton Avenue, Room 143 Asheville, NC 28801-2714 . Dear Mr. Johnson: August 31, 2000 DAVID MCCOY SECRETARY m vVM The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain, base and pave SR 1635, Middle 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 (Middle Creek tributaries, DEM WS III - 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 stream. 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. The best management practices will be used to minimize and control sedimentation and erosion on this project. The construction foreman will review all erosion control measures daily to ensure sedimentation and erosion are being effectively controlled. If the planned devices are not functioning as intended, they will immediately be replaced with better devices. The rocksilt screens and other erosion control devices will be in place prior to pipe culvert construction and will remain in place until the project is stabilized. Andrews District Office P. O. Box 1551, Andrews, N. C. 28901 Phone: (828) 321-4105 E:- fQ,)QN 111 '21,10 Mr. Bob Johnson Page 2 August 31. 2000 By copy of this letter, I am asking Owen Anderson, North Carolina Wildlife Resources Commission (NCWRC) Western Mountain Region Coordinator, to comment directly to you concerning the 404 Nationwide Permit request. A request will be made on this project for a temporary encroachment in the Trout Water Buffer Zone of Middle Creek and I am asking Mr. Anderson and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT) to comment directly to me concerning the Trout Water Buffer Zone Encroachment. Also, by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clean WateV Act €ronr..the Division of Environmental Management. (A check payable to NC Division of Water Quality in the amount of $200.00 is attached to this application with the new fee schedule). We would like to begin construction as soon as possible. If further information is required, please call me at (828) 321-4105. Your early review and consideration will be greatly appreciated. Sincerely, VRa Cann y P. E. Assistant Di ict Engineer RC/rr Attachments cc: Mr. Richard Phillips, P.E., Regional Engineer DEHNR Mr. R. G. Watson, P.E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. John Dorney, DWQ, DENR (with attachment) Mr. Owen Anderson, Western Mountain Region Coordinator, NC WRC Mr. W. H. Lynch, Transportation Supervisor III Mr. Mark Davis, Division Environmental Officer s 001 1 70 DEM ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1) NOTIFICATION TO THE CORPS OF ENGINEERS 2) APPLICATION FOR SECTION 401 CERTIFICATION 3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED 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: ^1. C. DEFAKTMENT OF TRAA5FDKTXrl0 4 2. MAILING ADDRESS: P.O. $OX 1551 SUBDIVISION NAME: CITY: ?ANDREVdS STATE: N.C. ZIP CODE: _2s9oi PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): 3. TELEPHONE NUMBER (HOME): (WORK) : 82N.3sl . 4'105 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: 'J' RALPH CANNAVY P E . Po. l 3nx 1551 /1 ,ANt>RFws , t` c- Z8901 p}{+-, 828 32l +106 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: MAGOI? NEAREST TOWN OR CITY: FRM)KLI4, 4C, 1 W H lu L, O G a cn c, W LC O, H W CO L. W .-1 .+ 1 ? ;+ H N •t 0 C?OG 1 Q 13 m n F W m m n m r H N N lY W I G O X O Co OUoO W U) al z I m CL R. z 0 u v in O U H O W W F W F -' U t7 Y• Lu C7 0 H O ? a a vEi to H U]OHWH a, E- v! W cn En Q U ?zh V V) W N U w a N keLy? W? 4_I W W C., H W W L, t ' CJ W W W Lr: fIi ut -! 41 rC. lil W .-1 - 1 tC W t) ' , -, H Cl, H H H ,ti I ? l7 ,:, m I a L,( r v, O _ :,mr tD G W W F W C, r r- m 0 LO 'Q K N ? W a n T C4 OUo, U , G W W to M H _ W o, SW v t > w -'OtJ_ H W W O t.) H O W HaaaO W (,1 O W H H H x O r Y • t 7 . W •IA LAW a m xdFZ W (n 2 a D n 1u j a • rD tr] W Co rs' 1 111 "1 O 'Jr W . F F r t: W W" ,U o I W t.r H Ll U rl t? F - t L' r l' r l,l f 1 IL^1 r i ? H L r C V1 H rt; CL rI, h rL rl 1!) ? to F : 0? IS, W 'I C, 1: C, LJ Ld 17. U X Gr. .?o, r? L. `.O rnm IJ = F co F H r l ? 0 1 (Hr () lD a, W H [i c . rl r- [L W •-1 W Ul W O ?- K - C, •-1 H N _ 41 FI 0 C O W m h F W m N W O I.1 ri W Z O .a ' W -r H 4) C] ~ , x v F H H O O t ) ?, t7 to I - ^ ? H F W F W ul r rw O t,(n W L n a IX U CJ, W O- i HF- ?o? L dPE4 L](_)OL W a Fa r1;F a:-•Fa0 t•v) o x H-2Hx O F L. a n, ¢, H H , Li W w '- w l W r>; W W F cri .> d a U) H 1 y n:• H W W 1 , ul W V1 W Ul W tt F O _ W V) W a H H W W W x t7 -r p7 L] W L. 2 F r U (.) t l O G L. ci z n' .-. G L. [[ G G N 0 O U) O - U) Ell OK D? u, C, F [il p1 n. r o q(] v W H ,v fJ rf, .- ,[, fl F W d m r.] .-1 W L] •r W N rn '.. H I- U - . r W W" (n T W h ?• l1; :L F r W F x ci H .-, M H H _r m ,-? Li r, I lil t , 41 1 W '_ Lr: f- ri: a I W W V) l.J I a f , I 'D •• In ti lJ r1 l:1 ? rY a O O rl -' - rL, ` L , D u) ul Ll rI, ¢: r. r•, Q L: [l..i W (C r) UJ u) r- `.1 lu r1 m Wp1 Sr: F• ,: I tr: Ll I.1 1; I-- (Y, u; W •-+ m H W ,C' U i:, L, tq •. y: . ?, (.J :: ) W ) L x rD '•: O r. C i W ' - :• W - W F O F r- N R, F I In J ;i O L. _ h W x R, 'Z, • (V R, I L) u 0, ?. O r o: 1 F 10 W F -? F-1 ._1 (n W H ; a r O, ' V) f. I) _• i , r! [f Fr (., a: R, Or ., W O O, rt W r^, t) p.I ) ti+ (1 t C) W ..j W Ul U - z u) =- W u I 1 H :.1 E" (K t 7 C) ` W Ir 1.7 a •-+ W tr; •.• - •.. x C' -- C) U rCl : F .' ti ?' - _ j ?i _ -. [l G rY. til . -- '. t.r rr t.: x C? • Fa, O 7 ? _ [c :-• i1 LJ x O ,,. ;•, rL %7 r fY 1 ,: 1 c? e[ `'1 ¢' ' . I^ = w F t? x l 1.'•- rrll C . ::: ? W !`JI H ll? H 1? W • Li u) 1.1 i?l - ':: .., ( r• - W' - W L. fL, 1.) rt; ^,I _ ul W p SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) : SR 1t, 3 5 M?aal? cYce{t RotiJ Mac.., Co, 6. IMPACTED OR NEAREST STREAM/RIVER: MIVVI.-E CRE&V_ RIVER BASIN: LITTLE Tat'liESSE'6 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 [?J NO [ ] IF YES, EXPLAIN: ?/[IDDLE CREEK (BEM \NS-M, -MOUT') _DRy?w A,1?5_ RANGN,(CLASS G 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [V) 7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PL!?N (LUP) DESIGNATION? 8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED) FOR USE ON THIS PROPERTY? YES [ ] NO [?] IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): 8b. ARE ADDITIONAL PE; T REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES [ ] NO [j lF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: - 7. 27 &c' 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: A/o-4 E 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: FT AFTER: FT WIDTH BEFORE (based on normal high water contours): FT WIDTH AFTER: FT AVERAGE DEPTH BEFORE: FT AFTER: _ FT (2) STREAM CHANNEL IMPACTS WILL RE,-TILT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: CHANNEL EXCAVATION: OTHER: CONSTRUCTION; 0;:' A DAM/FLOODING: 11. IF CONSTRUCTIO:] OF A 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 t3F USED (ATTACH PLANS: 8 112" X 11" DRAWINGS ONLY) : _jW5-rA1LLAT1oAJ of Six ((o)L%aze. pF _24--~ CMP ?2gq L•F•) _._T.?9cK o6?-- I?JcHo 1_ /D LoA'DER --Wfl t- $?___t1riUZE_p; 7D.-_PEKFo2M...-- PIPE /NSTALL?{T/orI 13. PURPOSE OF PROPOSED WORK: DEN AND PAVi%-EX157-IA167 SEFC04PAR1 R.oAD __1Q__._l12?gT ---fr`X-f5T/?16?--[VCDOT --5'f?1?ITa14kDS --- 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 INVOL`7F Al EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES ,? NO (] (IF NO, GO TO 18) a. IF Y:;S, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA. ENVIRONMENTAL POLICY ACT? YES [ I NO v b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ ] NO [ ] 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 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 MANAGEME14T PLAN IF REQUIRED. e. WHAT IS LAND USE OF SURROUNDING PROPERTY? ?iZSST REgOu/LGES ?__ ?gp?ML.pN/D?__ RESIaENT1AL _ 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. 8 2a o a OW R'S/AG S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) 1 5 b V ? E ls'IS' L o' 11. ,1T4 SNv oe \ 1 zfl., KNC5 LUY / W°I°ud° ,? `._.f--r• 14°1 ,/"`r\r/r4 ?1 ? RapOil HdtY Sp.6.Q /fir; 3? j ? wOtt ? KNCE ONION •} PAIN. Clo COCKY 1 m N. '''^i;`•. ?? ? 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ICMP 1 1 1 1 1 1, 1 1 1 I1 1 - 1 1 1 1 1 I I I I I I I I I I I I I I I I i l .? l i l l( l I I I I I I I i l I I I I! I! 1 1 1 ? 1 ? I I I I? I I I I I I I'! I!! ? ' I ?. ?. I I I II I I I I I I I I I I I I t I! 1 I 1 I I I I I I I I I I V I I ( I I I I I I i l l l l l l I I I ? 1 I I I I ?? ? I I I I , y . ? i I SITE 6 CL (CHECK DAMS v SPACED AS REQUIRED ® SILT BASIN TYPE B ;8'x 3'x 2' \ 1' BRANCH ^- PROPOSED 24"x 55' SILT BASIN TYPE B \\? 8' x 3' x 2' k\? 'CHECK DAMS ® 5 AS ?? IREQUIRED STA. 60+20 X04' 1 . - 9G. TEMP, SILT i C FENCE AND I r7 ROCK BERM _ Q I ®-? ROCK SILT SCREEN v_ n TEMP. SILT AND I \ ROCKEBERM ' I' ( I I I 1 I I I- ( I I I I I 1 1 1' , I I I f I I i I I i - I I I I I I I I I i 1 1 11, 1 1 1 1 1 1 ' l l i l " 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1' I l t l!' I , I I I! l i l i l l? I I I; ''' 1 I l l I! I I I I ' I I I' I l I I 1 1 V I I I I I I I I I I I I I! I' I I ' I i l ! 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I 771 r ? I I I r I r r 16! r_ _38' ?581 i r a- r r r Y 14' r 37 , ' I .L T r NOTE: I ?O SILT FENCE ROCK BERM EXIST. 18" CMP. STA. 47+05 651 SEE PIPE SITE # FOR DETAILS I 1 i 1 I 14' I _ 45' E 701 t ' SILT FENCE & I ROCK BERM 46+00 1141. ?4o' . 6E 5 EDGE OF ROAD /BEGIN BUFFER ZONE A. 46+00 I I I ; I I I I I I t'I I 1' I : I I I I I I I I I I I I I I I I I I I I ! I ' I I i I I i 1 I 1 I I I , I I I j i ? ? I ^^ I• 1 I; I I, 1? ? I I I _ • ? I i ! I I I 1 1 I I I I I 1 1 1 I I i 1 I I I I I - - - - - - 1 - ? - - - -. I I i-. - -? - - v1 _ T ' I 1 v I -t- 1 f? I I 1 I I ! I l l l l l l l i l ' 1 1 1' 1 I ? 1 1 __ ?0.? I I !: I I i 1 1 1 1 1 ? 1 1 1 1 1 I I I I I V I I I 1 Q ! ? I I I I 1 1! 1! 1 1 I I I; I I 1 1 1 I I I I I l l i 1 1 I I V I I II _ I I l l V I I I I l l I I I I I I I I I 1 1 1 1 1 I I I I 1 1 1 1 I I I I I 1! I I I I I? I l l i l l( l, . 1 1! 1 1 1 1 1 I I I I I I I ? I I 1 1 1? 1?: 11 ? I?I' - I J I I I I I I I I II I I I I I! 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I 1 I I I I I I I I I I 1 1 I I I I I I ( I I I I ?, ? 1 - - - - - - - - - -? - C - - - Sr -- - - - - - - - - - - - - - - - - - - - - - - - - - - " o w z -rte + -U F ?CTU - E r rr- _ C- - - - - - - - - ? - - r~+ C - . O .- - - - - - - - - - - - - - 1 i 1 I t it I? I 1 I r l I l? l i ? I I I 1 ? , i , ' ( I I I I I i ' ? I I I ? I I! I , ? - ? -- - 1- ' I I . 1 1 1 1 1 1 I I I ? ? 11 11 I I I I 1 I I I 1 1 I I I I t I ; V I I i ' 1 I I I I I I I I I I I 1 1 1 1 I I I I ?' .? I I I , I 1 11 . V I I I I ? V I ;? I !! , 1 ? , ? I I I I I I I f ?_ 1 1 I I I I I I 1 I I I 1 1 1 ? I I '! , ' 1 1 I! I I '? ? I ? I I I I I; I '. i, I I I I ? ; I i I i i ! I ? i I I I : 1, i I 1 1! 1 I l l l l l l l l i ` 11 I 1 I I! I I I I I I " 1 1 1 1 1: I I I V I I I ', li I I I l ? I I\ 1 1 1 1 1 1 I I I I I I I 1 l i ! l l l l l l l l l ' I l l l l i l j 1, ! I I I l i i l l M I I I I I I I I' I I I I I I I l l! I I I I I ! J t- I I-I I rI T l I I I I I I I I I I I 1 I I ?_! _ 1 I I? I TI IT I I; I I I 1 _L I I I I I l 1 1 1 1 ( I I I 1 1 1 , ? i l ?(:? I I I I I 1 1 - l ? I_I i I I I I rl I 1 1 ! I ? I_I I I I l l I I I I t 1 I l I I i - I I J l_-- - I I l i l l l I I I I I I I I I I I I I I I Imo' 1 1 1 1 I ? i l l ? l I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 I I I I I I I I 1 I 1 1 I l 1 1 1 1 1 l l( l l l I I I I I I l l l l I I I ?=E1 I I 11 I I V I I I I I I I t l l I I t l I I I I I I I 1 1 1 1 1 1 1 I I I I I I I I I I I ?, 1 1 1 1 I l l l l l l t l I I 1 1 1 I I 1 1 1 1 1 I ?Ca I I I I I I 1 1 1 1 1 1 1 I I I I l I I' I l( l l l l l! W I I it it 1 I I 1 1 1 ! I I I I I I I • I I I I I l l l l l i I I I I' I l l! I I I I I I I I I I I I I I I I I I I I I I Iw 1 1 , 1 1 1 1 I I I I I I I!! I I I I I I I _ I I I I I I 1 1 1 1 1 1 1! ILa I I l I l l l l t l i l l l l l l! I I I : I i l I I! 1 1 1 . I I I I 1 I I I 1 1 1 1 1 1 1 1 1 1 I I I I I l l l l l l l l l i l l t a i 1 1 1 1 1 1 I I _ l l l l r! I ? j l !- i -? I I I I I I F I j ?i I I I , t-1= I I ; r! ITl?1 rl ?Au i-I;I I I 1 -j I l?T I I l t l l l! I l l I I i? I l 1 1 I l l l l l l i l I I I 1 I I t I I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I ? t l l l l l l l 1 1 1 1 1" l i 1 1 1 1 1 1 1 1 1 1 • I I I! t l 11 1 1 1! I 1 1 1 1 1 1 1 1 I I I I I I I I I 1 1 1 I I I I I I I I I'I ' I I ' ',( I I I I I I I " I I I I I I I I I V I I I I I I ( I I I I I I I I ? I I I 1 1 1 1 I I I I I I I 1:, I I i l I I I 'I 1 1 I I I I COUNTY. • MACON ROAD NAME: MIDDLE CREEK ROAD NO. SR-1635 WORK ORDER NO. 6.972122 FROM END OF PAVEMENT STA. 0+00 SR-1635 TO: 63+36 END OF MAINTENANCE SR-1635 ADDITION: YES [NO X IMPROVEMENT: YE5 X NO TO BE PAVED: YES X NO GUY WIRES 10 ? POWER POLES TO MOVE: 8 YES [NO CABLE BOXES 2 GUY WIRES TELEPHONE POLES TO MOVE: YES X JN70 RIGHT OF WAY WIDTH: 50' SCALE: lit = 50' y DATE: 816199 CL i i j i i . 1 1/2: 1 slope I j or,flatter I I 9' •I 6' j SHLD. I 9' 1:1 slope or flatter I SHLD. i .3' DITCH PIPES PROJECT NO. STATION 4+30 8+90 10+20 14+07 16+80 24+45 35+40 45+20 47+05 50+45 55+00 60+20 - SR-1635 SIZE 15" 18" 1511 ti 24" so' z 24" `? S, 3 24" ko' " y 18" sa' 18" s 18" 1511 18" ' s; FLOW LT. RT. ROAD NAME: MIDDLE CREEK REMARKS REPLACE W/ 18" CMP REPLACE W/ 18" Ch9P REPLACE W/ 18" Ch9P REPLACE W124" CMP REPLACE W/24" CMP REPLACE W/24" CMP REPLACE W/ 24" CMP REPLACE W/ 18" CMP REPLACE W/ 24" CMP REPLACE W/ 18" CMP ADD 18" CMP REPLACE W/24" CMP SHEET NO. 1 OF 1 1 4W2` tR OF POLES REA (CASHIERS) D MIDDLE CREEK POLE mT. FROM CL OF PRESEWRD. DIST FROM CL OF PROJECT DIET. to CLOT PROD. AFTE MOVE STATION lea. RT, LT. RT. LT. W. LT, REMARKS 1-GW 18' 18' 30' MOVE POLE 30' LT NEW CL 5+66 1-GW F5886 22' 27' MOVE 1-GW 15+18 10 2-GW 35' 35' MOVE 1-GW 23+30 SERVICE POLE 15' 23' DO NOT MOVE 25+65 2-GW 2093 25' 27' MOVE 1-GW 41+60 1 2-GW T 14' 19' DO NOT MOVE 50+08 54784 1-GW T 10' 13' 25' MOVE POLE 25' RT NEW CL 53+16 54785 1-GW T 10' 14' 25' MOVE POLE 25' RT NEW CL 57+53 54786 ?.PQ LE DA FA PR©JEC.T: I SR-1635 SHEET NO. 1 OF 1 COUNTY: MACON WORK ORDER NG 6.972122 OWNER OF POLES GTE ROAD NAME : MIDDLE CREEK POLE DIST. FROM CL OF PRESE14T RD. DIST `FROM ' CL OF PROJECT DIST. TO CI_ OF PROD, AFTE MOVE STATION fia. RT. LT. RT. LT. RT. LT. REMARKS 2025 18' 18' 30' MOVE BOX 30' LT NEW CL 5+66 26 2025 16' 13' 25' MOVE POLE & BOX 25' RT NEW CL 9+57 17 2025 18' 15' 25' MOVE POLE & BOX 25' LT NEW CL 17+71 1-GW 2025 22' 20' DO NOT MOVE 26+44 30 2025 17' 17' DO NOT MOVE 29+20 31 2025 18' 15' 35' MOVE POLE 30' LT NEW CL 31+32 32 2-GW 2025 20' 23' 30' MOVE POLE 30' RT NEW CL 33+55 33 2025 17' 16' 25' MOVE POLE 25' RT NEW CL 37+25 35 2025 16' 16' 25' MOVE POLE 25' RT NEW CL 39+30 36 1-GW 2025 17' 17' 25' MOVE POLE 25' RT NEW CL 41+45 37 2-GW 2025 13' 18' MOVE 2-GW 46+65 39 RCfKr FACE I O \ ??;?`\.. Snoe ,MJI ' ?L V \ tnE KNoe i ? Ss•IS• MOSS ???= 1.1' ? 711 ?.?J. lJ \V UIaUJd I../ NCe • ? .?r• KNCe ?? ,?. E JaJ / I _N\ Ifil O+o^ V` % abbit MdIT ;p.nq /?,- l C1 ^ R _ 5/ wotr C , ? •: KNCe CNICH ?X M(H• ClD RCUT M?gdaF+:4 ?iLr- / J, iCJi .aja •;\•,? 75.10' CARTOOG"c C: \`J//J le Q ?I ? i? ? s- M _ • 5 ? k5 f- .,?...... r k Lt15 .1 •a- v MCCIACCyM TH. - ?Uc( CRUX CAP =' ( ElEV, 4,950 euoc R 1 _ OCK Mfn, .I? ll'1.nut •;? X1:1 • He:a I d° •\ rE510w N. exy. 5.145 `„` a ^ ? r ?1.^I n. \_ Lt? eft' ? 1 / CQLLESkIt y1 - C-k is SAY.Ml CA-p AA UL. M1 1='4 5s- ?.y ' VAFFCCS CAMI J 1.1. 1.0 , u L:1 'prf iTS • '? _ ?? ' O ??, I y s'an f DRY ' •?'?(u?R? FA LLS f G_':'.:.. WG UwCi ILI 19 1 j1117 .7 _ 1r/U? ?Cr. es5 !ur (--_ .? `'? rMKCH c0. 6551 _u 0 %?:.,. S.clscH co. 0 V L DOG "r v 5. •\ t? . ? ICE NC7C Rd. SUIT MM. ,ao? A Ly 5!L' uu .E k trrrtt SATVU/1 "rN. 4I SUIT MrK Li E`/. a,ah0 r_ 1 , 1 ll ( 11:7 ..l tr R 106 d? Eiw. a,:oo \ l/) Nwlaw ? Sco?r ? ?.r Rd. ? ? LL!l •? 1? / ••? ''? l? ??. - Oyu o?•e=.? . Liz" Ie 1 L ?„ ? X21 "M 1 Nal fe. ? F ...a _ ' O 1 ^d Rd 1 kn.r• c 10 Ia. I w tr o xr KlultAxu (;ALUWELL FRED ROWS 340 MIDDLE CREEK RD. 510' 5201 TOURAINE DRIVE OTTO, N.C. 28763 Rltv TALLAHASSEE, FL. 32308 (4) 4.50 4+50 (5) ?5" I Q1P 4 i = 4+ I J'?3 =SILT6AS1.11 4100 j REPLACE W/18" CMP a.ao L 2'j I I I I 7+50 o+50 I ® I I ]+00 I _ 1+00 I r I JOHN ROGERS 1 1 MICHAEL S. VALE P.O. BOX 1012 385 MIDDLE CREEK RD. FRANKLIN, N.C. 28734 2.50 2-50 OTTO, N.C. 28763 (2) 510. \ (3) ? Rlty , I I 2+0 I 2+00 <- TEMr--oRARy SILT 1 ]=??/GiNCz I [:CEHEcx DAMS 1 I t+s0 - I 1+50 I i I I+co 1+00 I I 0+50 _ i 0+50 I I 0+3 A 510' F RUTH CABE Rlw RT 7 BOX 2650 STANLEY DRIVE SR-1636 CL RINGOLD, GA. 30736 Of0 O = - I- ®fOO= CL SR-1636 (1) T 226'0 MIDDLE CREEK RD. OTTO, N.C. 28763 (7) SILT BASI-IS TypE - S JAMES J. MENDOLERA 2510 PAMA STREET SARASOTA, FL. 34231 (6) 0 slo. P.O. BOX 1669 -- RI IV--? CLAYTON, GA. 30525 9.50 9.50 (8 ) I 9+35 I I I 9. 18" I CMP _ 9.00 F71 Q_ IREPLACE W/18" CMP X ---I-- I 6'50 6.50 I .- Q I I I 6.00 C I r 1 TEMPoRARy JILT I -\ FENc14(9 I I 7.50 7.50 RIVJ A I 7.00 7•co (5) I i CHECK DaMS > I I 6.50 _ I 6.50 I I (4) 0 I I 5+00 _ I 6.00 I ® I 5.50 I _ I ? 5.50 I- v slo. RIVE sfoo _ I_ sfoo JACQUELINE CARTER 142 WINDSONG RD CLINTON, TN. 377 (9) SILT gASI1J TycE - B (3) 14.50 y 14+50 I I I 2411 I -CMP _ 14+05 oa _ L I REPLACE W/241- P I I r?so 1 r?so - I- I I 13+10 n•eo I CHECK DAMS A 1 I I 12.50 12.50 ($) i 510' ? Rlw ? (3) I -" I TF-MPI"I V-'/ SILT- 12+00 _ I_ rz co ?- Fe NGINC-r 0 I 11+70 I I 11.50 _ I rr• o I . ? I I I 11.00 1r•co I JILT [3ASir1 10.50 I I- 10.50 TYPE - g i 5I0' 1 REPLACE W/18" CMP .4 1OfOO _ 1_ 2OfOO CNECK DAMS (9) SILT 174S To D E 1 510. R1W ; 19.50 19.50 I I I I 19.00 I_ 19.00 I ® I I 16.50 19.50 I i ® I I 18.00 1 1a•oo -I I 0 I I 17.50 17-50 510' R1W , v I I 17.00 1 _ 2411 I CMP 16.50 _ 1 16.50 I 1 I I 16.00 _ I 19«00 I 0 I I I 15.50 15.50 i I 510' RIW , zsfoo 1 zs KENNETH A. GRONEKRE 2112 COPELARE MILTON, FL. 32583 (10) TMPORAR`/ SILT ?- FENGINCp (3) REPLACE W/24" CMP fo0 S 10 ? !71 tV o -241, I G?iP - 24. o SILT GA-5 J.q I -rip E- - 24.00 24.00 I I I 23.50 23.50 I I I . I 20.00 I 23.00 -I Q I , I I (9) 22.50 1 22.50 510 ® 1 ,? 22+3 I I 22.00 22.00 I CHECK DAMS ® I I 21.50 _ I 21.50 I I I I 214,00 2,•00 I I I 20.50 _ I 20.50 i I V , 510. RIW... I REPLACE W/24" CMP (9) TE M fo R A;Zy SILT FENG?Ni? (lo) P? 20100 - - 20f-00 51o' 2615 MIDDLE CREEK RD. RIty i OTTO, N.C. 28763 I (11) 29.5 0 - I. 29.50 I i 29+20 29.00 I I . 29.00 18.50 I I I 28.50 . 28.00 i I I_ I I 28.00 (9) 27.50 I I - 1- 7.50 9) 510 RIIV 27.00 ' A l 27-00 ?, BRIDGE # 310 $rr^` r l 28.50 _ I 78.50 Q I I I TEMPORAR y 5t tr .? I Fe NC 14 .00 _ 28.00 CN EC K ?AMS I I 25.50 _ I 26.90 I r . 510. R IV 2sf00 _ I_ 2sfo® 33•so C4EKK A MS (9) i 510' RIty 31. O _ I _ 31.50 I I I 31.00 I_ 34.00 I I I I I 33.so -I I I I 33.00 I 33.00 -I ® I i I 31.50 _ I 32.50 510' ?- RIW..._i I I 31.00 31.00 I I I ' I 71•? I 31.50 I I I I 31+00 _ I 31.00 I I I I 30.50 30+50 I I 510. . RITV 3OfOO - I- 3 TEMPOFiAP- SILT FeNci Nq THOMAS DUFOUR 2689 MIDDLE CREEK RD: OTTO, N.C. 28763 (12) (11) Of-OO 510' RIW 77-50 I - I- I 79.50 ' 79.00 I I 1 - 1- I 79-00 78.50 i i I 78.50 78.00 I I I 78.00 i CECIL REEVES 1155 ATLANTIC BLVD. ATLANTIC BEACH, FL. 32333 I (13) (9) I 77.50 _ I 77.50 s l 0' RIW , ® I I I , TEMPORFiR`f 511 7- 77,00 77.00 - < FENC/QC, CHECK DAMS I I 7s•5a _ I 76•so I I I I 7s.oo _ I_ 76.00 I v I REPLACE Wf24" CMP 7s. 18" I_CMP? 7s.so SILT &SIO y I 35+40 Type- 6 RI W (iZ) 3sfoo I 3sa-o® (9) 4+•50 44-00 43.50 43.00 11.501 42.001 If.501 41.001 10.501 -?Of00I 510' RIW I I I I I I I I I I I - I- I I I I - I- I I I I 44.50 •00 43.50 43-00 - I?1.50 510' RIW I I I I I I I I I I I - I- I I I i I i 510' RIW I 4100 tt•50 41.00 40f00 (13) 2060 N E 55TH STREET 5804 SUNSET BLVD. FT. LAUDERDALE, FL. 33308 -..RI0' ---? FORT PIERCE, FL. 34982 (15) (16) ( I i 49.00 _ I_ 49.00 FND BVFt=ER ZuNE y-9 ?- 0 0 1 i I 46.50 48.W I FOY DRYMAN 525 MIDDLE CREEK RD. I OTTO, N.C. 28763 (14) 1 I ? (14) 46.00 T I 16.40 I i 47.50 47.50 / 510' s 1 LT GAS 1 4 - R I ?{/ .....? y ?E . Ci I _ 18 _ I -P?T- - 47+05 47+05 REPLACE W/24" CMP 45.50 _ I 46.50 1 TEMPORAPH Si r CNEGIC DAMS A i I ?ENGI/•JG 46.00 _ I 46.00 (9) ® 1 (13) I I 13EC,lN (3uF:FER ZONE 45.50 45.50 S7 i, . 4' 6 + 0 V I 1_8" I CMP 51 o 4.4- REPLACE W/18-1 CMP "Iv -s?s?-oo ?_ i_ •s?s?-oo 1347 MONTEEREY BLVD. SIT 1498 POINTWAY ST. PETERSBURG, FL. 33704 R I W N PALM BEACH, FL. 33408 (19) 51.50 54.50 (20) I 1 54+10 1 54+10 P: 51.00 I 51.00 - i- I 53.50 1 50.50 RUBY ANDERSON i P.O. BOX 634 (18) I FRANKLIN, N.C. 28734 V 1 (18) i s?•ao _ I_ s?•oo 52+90 I 52+901 I O I TEMPORARY SILT 1 FEAJ UIJC7 52.50 _ I 52.50 510 Rlw CHE[k, DAMS ? I I 52-00 1 52.00 - I- HARRY KINCEff.EY 2712 LONGBOAT DRIVE 1 NAPLES, FL. 33942 I (17) (15) 1 sr•so _ I Sr.50 I I 17 I 51.00 _ I sr•oo I I NOTE: REDUCE R/W TO 20' FOR WEL r W FROM STA. 50+50 TO 51+00 SILT BAS/A 7-PE - 6 15"_ I_CMP_ ?- IREPLACE W/18" CMP VA 510' R i w ' 50+10 -U40-1-4040 -U40-1-4040 I E30t00 - - . (16) / 510' _ RIW--i 59.50 I 59.50 -I A I I (20) I 59.00 I 59.00 ® I I 58.50 58.50 I I I 58.00 ?j 58+00 I 1 I I / 510, ._RIW-i CHECK DAMS I I 7.00 I 57.00 -I V I (19) I 56.50 56 _ I .50 I g I . I 56.00 _ I 56+00 I I • I I 55.50 _ I 55.50 . I. i / 510' \ --- R I W-- I 57•50 _ I 57.50 0 s SSf00 ? TEMPORARY JILT FE NG /N q (20) ss+o® .O.P. (21) ,?o G ?: C N E Ca; -? DAM" SILT 13ASIIJ TYPE - B v 0 510' RIW 64+50 I 64.50 - 1- I I I 64+00 I_ 64+00 I I I 63-50 63+50 I 1+36 63+36 E.O.P. I I 63+00 I_ 63+00 I I I i 62+50 62.50 510- RIW GARY DILLS 783 CAMP BRANCH RD. I WAYNESVILLE, N.C. 28786 62-CO 62-00 (21) I I I 61+50 _ I 51+50 I I I TEMFoRA$Lj SILT 1 ? F?NG1A1G7 61+00 61+00 I i I I 60+50 _ I_ 60+50 I _ 1819 1 _CM_I' - E PLACE W/2411 CMP 6 +20 510 ?60+20 (20) Or/00 _ I_ 60400 (20) I` y EROSION CONTROL DETAILS ANA SPECIFICATIONS Sty - 245.03 Temporary Silt Ditch 45.05 Temporary Diversion ___ V1-4 893.01 Temporary Silt Fence 890.05 Temporary Slope Drain with Earth Berm 245.01 Silt Basin Type A :........................:...." ......---• VI 8 245.02 Silt Basin Type g " -0 ------------ ? ' 10 892.04 .................................. ........ --- v1 - 12 . ?C[1[ Temporary Rock Silt Check Type- A ----------- VI -14 895.10 Temporary Rock Silt Check Type-B > ------------ VI _ 16 ............ 892.01 Temporary Rock Sediment Dam Type-A --- V1_ is 892.02 Temporary Rock Sediment Dam Type-B . _-------- VI.20 897.01 Rock Pipe Inlet Protection _ 2 894.01 Rock Silt Screen ......................................... ----- VI - 24 245.04 Stilling Basin .................................................... ® ----- VI - 26 Rock Inlet Protection: 896.01 Type A ............................... A U--OR •- A ) ----- VI - 30 896.02 yp e B ................................ B OR B.) ----- VI - 32 896.03 Type C ............................... C OR C I ---- VI - 34 VI-1 March, 1993 TEl1/IPORA RY ERO Tf--IWP STONE 01 TCH C/-IL-CK /-SOCK. S%LT CHECK D.qM > 1LT B! S11V- 8 EEMP SLOPE DRAIN EMP SILT DITCH Q R TH EMBANKMEN T T FEN C E All 5/ U// V( 3ERGLASS ROVING S/O/1% CONTPOL SYML3 TS D G Proposed Road ..................... - --- - _= Existing Road ...................... Railroad ........................... Control of :access Line............... --- ?- Slope Stake Line .................... Bridge ............................. Culvertt ............................ -, --?-~?--- Woods ............................. 0.I-U+C')+j or Telephone or Telegraph Pole ......... .t:.?t -o- , ?rllol? .{}- I Tower role and Line.................. -?---? o - Power Pole ......................... .i:\t:;;' o , If'ttoi, I EasemcnL Line ...................... flowing Liniit .....:................. . Guard Rail ......................... Sanitary Sewer Line ................. - s= Water Lint ......................... -- ? t--t t- Gas Line ........................... C.AS -o- I'I:t11'OSED ExISTIN'r Chain Link- fence ................... -i? ?- - - -- Woven Wire I:'encc .................. -•o--a- ? ?_ Regeneracion ........................ Reforestation ....................... `l'eniporary Silt Ditch ................ --i. i--I ! r---i i;--- Temporary Sllt !:'eri « ............... . T'enlporary Slope Drain .............. DrU-Sh ['arrir!I......................... Silt Check Dam Type A ............... .? Silt Check Dam Type B ............... Sil L 13481n I? p e A .................... ----., Silt Basin Type B .................... lock Silt Check Dani ................. ' , >`'•??= ''?'"'- --': a r l h Berm ......................... Tenip. Stone Ditch Check ..... ... 1iiPT:? -1