Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
20000644 Ver 1_Complete File_20000517
,.ST ., .. ._.........,.. __.. N 0 ?' M 1 ? r STATE Of., Nown I CAROLINA M.... D'- DEPARTMENT OF TRANSPORTATI W LUANauS, .." _ JAMES B. 11UNT .11t. DAVID MCCOY Govr.RNOR April 28, 2000 S17CRETARY SR 1302 MACON COUNTY Mr. Bob Johnson US Army Corps of Engineers 151 Patton Avenue, Room 143 Asheville, N. C. 28801 Dear Mr. Johnson: 000044 The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain, base, and pave SR 1302; Alxlemon 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 trout streams (Lowery, Anderson and Cloer Branch DEM Class 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 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. PAYMENT RECEIVED Andrews District Office P. O. Box 1551, Andrews, N. C. 28901 m-ti- ((?,Q) 1,)1_,11nl, P-.• iollo? 011 11.111. Mr. Bob Johnson Page 2 April 28, 2000 The best management practices will be used to minin?ize 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. By copy of this letter 1 am asking Mr. Mark Davis, North Carolina Wildlife Resources Commission (NCWRC) Western Mountain Region Coordinator, to continent 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 Clocr Branch and 1 am asking Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT) to comment directly to me concerning the Trout Water Buffer 'Lone Encroachment. Also, by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clean Water Act from (lie Division of Environmental Management. (A clieck payable to Division of Watcr Quality in [lie amount of $200.00 is attached to this application with the new Ice schedule). We would like to begin construction as quickly as possible. If further information is required, please call me at (828) 321-4105. Your early review and consideration will be greatly appreciated. Sincerely .an C. ?rch County Maintenance l.?nginccr BCB/rr Attachments cc: Mr. Richard Phillips, 1. L'., Regional Engineer DENR Mr. R. G. Watson, P. E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. John Dorncy, DWQ, DENR (with altacllmcnt) Mr. Mark Davis, NCWRC Mr. W. 11. Lynch, "transportation Supervisor 111 .J s STAlr 00()644 STA"rl. Of NORTI I CAROLINA DEPARTMENT Or TRANSPORTATION JAmrs Q. HUNT M. GOVERNOR SR 1302 MACON COUNTY Mr. Bob Johnson US Army Corps of Engineers 151 Patton Avenue, Room 143 Asheville, N. C. 28801 Dear Mr. Johnson: April 28, 2000 DAVID MCCOY SeCRGTARY MAY 1 8 NDS (' _ WATER UALfi'! i'! The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain, base, and pave SR 1302, Anderson 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 trout streams (Lowery, Anderson and Cloer Branch DEM Class 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 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. PAYMENT RECEIVED Andrews District Office P. O. Box 1551, Andrews, N. C. 28901 ph-no- ("91 111_,11(1G r..... (Ono) 9'1l Irmo V Mr. Bob Johnson Page 2 April 28, 2000 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 arc 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. By copy of this letter I am asking Mr. Mark Davis, North Carolina Wildlife Resources Commission (NCWRC) Western Mountain Region Coordinator, to comment directly to you concerning the 404 Nationwide PC?'lllit RCgUCSL. A request will be made on this project for a temporary encroachment in the Trout Water Buffer Zone of'Cloer Branch and 1 am asking Mr. Davis 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, 1 am requesting authorization to proceed under Section 401 of the Clean Water Act from the Division of Environmental Management. (A check payable to 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 quickly as possible. If further information is required, please call me at (828) 321-4105. Your early review and consideration will be greatly appreciated. Sincerely an C. rch County Maintenance Engineer BCB/rr Attachments cc: Mr. Richard Phillips, 1'. E., Regional Engineer DENR Mr. R. G. Watson, P. E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. John Dorney, DWQ, DENR (with attachment) Mr. Mark Davis, NCWRC Mr. W. H. Lynch, Transportation Supervisor 111 DIEM ID: . 000644 CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT )f): Z-4?1 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: 4a97t/ ?Rou?lA Trr?CC.JT ©? 2'/sPol-e2-47711,1 2. MAILING ADDRESS: PO'zo SUBDIVISION NAME: CITY: rnJ?e?cJS STATE: /?C ZIP CODE: ?Z69o/ PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE) : 1&oZ ?n?t?fe?oi,r 6eEEx .?-As , I-Il e.,l 3. TELEPHONE NUMBER (HOME) : (WORK) : j229)321--V1o5 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: ei.onr ?' ,ees1 Iq ,,4,rc.w-,r,x5, Ale- Z46901 ?j; Ar_ : K628) 321- 41,05 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: /y?Ac."/ NEAREST TOWN OR CITY: f e.Qa,et?n/ 1 VI W r?r^ V/ Q9A U z W V w t. IJ v, .n IJ IJ L. f l • ti, H 1 ~ ul ?l L, H U lL lrl U? ?t? •-] O w v. ll? H (Y t J a to 'r U w C1 1 ti H ,( f .yWO - t? W W LJ U1 .] 7 1 W H H H 7: ,_ • W W w rY ;?, Vl t9 l7 W 1 _i Q.-. ,C H F? f1 rY W L, ? lU IJ L1 w 1'I F• ^ H - 11^7 r 1. n [i . ? i- S 1 - ?-+ r d ut O n: H n, ...7 I u)H ?rf.a V Or, 1,1 rt fl, rl' r (C rl In to r-i F" IJ LI (J L: 1? t/l Vl U m ' w u i 2 n. I F• O. c I LI .-, !L t1 V; Q .{r a. W W j l.i Ul W U- r- rl N U O LI t l (Y. ? I. ,..t r () U 1? S v ? ^ ?) . ? ., c) C> S w 4 1.1 rq . lJ U ? [?, LL F G+ C H Y <I I; I') (1 X. O H. Ut H H L] .t LI IC ,I; r-+ W LI ?xL.(llt- ?r F- C lJ 1-• 1,1 . 1 • (1 In ? 1. ( IJ ti L. 1: l7 W W I ri ,t: t.t O C] lJ Q tr) U N ri W r I W - 1 .-., r) I to I IJ 1 t lJ n . L: - ?; 7 O Cl rt , I •( •..1 U H '(r U) •• UI l t[ lJ r7, U. - • Y [t: rl ii (1? rl• ?7 lu rf O, IJ 'r: I r L p. tY W lJ ,1, I' . .• . 1: ..: I7 H L. .(? U ., 1, , . •-• :•: U (.. _. a ) • : of -r. t , t 7 l r. C1 I - ,_ 1 (/ - Cr lu ?l 111 to -- L, 1 17 p _ l f y •' -' fu ll I ('1 r l?l l7 (ri _ f 1 (.) lJ ^ 61 U) W M U W tn N C) a r? l7 L1 H lu L„ O Cl a U) r. 1.1 [Y. (?• -[ IJ to .•. - 1 v1 ?+ H N T ? C7 C? C? I F wma to r1, rl (V N 4 I ' 1 W l 7 0 0 0 1 J C l W V) m 1 1 Z OUZ to OUHOWLJ C7 :•+ W [_? U H?OHn, ?IFil5 r. HU)OHwF l,l t_I H L. L. CJ u IJ Ir. ?`? i It (Y In ?:? n, 1 U _ n ul F Ll r I - f T -a N C', . . _ C) 17 O I 1 n. w (a u1 ? •--I tr l,l _ - O 11 ?iYJr?Ciw H Ell. U L W rr) l? 1/1 a ,i (v O,f.W W 1,1 H L. U rl U lq T III LI T tJ Z -? u) i„ = U to m H C I T -• t 7 [Y .-I I O tJ . (u r (-• W a? N A' lu _I N lJ T I'1 I, : • t`I f l.1 W 1-- LY Lr. -- c) - wt_)vww a;-•Fav H-'rl; H x iJ ,L, i.7 W I v) r) v W O W 11 H L, Ll L, C U v) U IY. tY. w W ? a W t.1 W _. (11 T H H - I tl) W 1? W 1 - tV W ^ u1 t - (Y w -+ w O L. L [' FUF (' ^ 1• N !? 111,t ?u.U (1 a: u 1 l_l -? tr 1 J ? 7 .-+ W I ? '- lu F l7 ;L' iy FI u l l O, lJ L, fJ .( W 1 to a J .. nl ,r, rt, W r f PECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC .) : 5.2 13o Z , AJbfe.So.,r ??fEK ,Pv?+? /?J o.J ?o. 6. IMPACTED OR NEAREST STREAM/RIVER: CtoB,erlc?f ?fiJDf2Son!?/ci/, LocJE2N ?2E?X?cJSIU RIVER BASIN: / /TYKE TEn/n1ESSFf 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 [?f NO [ ] IF YES, EXPLAIN: ( J-5. Z - 7, e-,,, -- r 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [lf 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? Ba. HAVE ANY SECTION 909 PERMITS BEEN PREVIOUSLY REQUESTED FOR,USE ON THIS PROPERTY? YES [ ] NO [?r IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 901 CERTIFICATION): Bb. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES [ ] NO [vl' IF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: Z,9/A"Cs 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: E 2 i 10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: EXCAVATION: FLOODING: OTHER: DRAINAGE: 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: 80 FT AFTER: 8 O FT WIDTH BEFORE (based on normal high water contours): 3- S FT WIDTH AFTER: 3' S FT AVERAGE DEPTH BEFORE: / O FT AFTER: /• o 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 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 BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS ONLY) : 0Lig&'( Cle.C&< C?Z) 1C," CL/J,3 cJSZV ?eouz> LJILZ, 2?E rll.! 41r h (3y ?PGAc/n/G 2H? 'fB'?C/?/,o [,J/y-N •?O' ?8"c'?c,o ??laFesa? ,?2.9nictl ( DFM GIASS r,,?sta'-?.?our) (,.! 14- L RE 41?1 7c 7C V 1Cl A!l Zf/ yB''l/el-2 L 7N .10 "C'M? f f />1`fDw2AC? L f G CfCC'A Uft 77.2 (.t// GG ?. G !?/7?G? L?G /? 7 U/c / /rG ..K? 13. PURPOSE OF PROPOSED WORK: '^ /P?t -54 /302 ?;i? acco?c?a.?cc t?14?td ?a?.r8u3? l?CDCT' iL5 ? A.¢y 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 N 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 b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ ] 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 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 EQUIVALEN'T'. b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WE'T'LANDS 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? /CE??iUE.J77 A }fdePl Ct LTLi,Q AG t,AmTD l c?oo? GAiJ? f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? g. SIGNED AND DATED AGENT AUTFIORIZATION LET'T'ER, 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. ER' GENT'S SIGNATURE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) 7, Zoo DATE 1 5 macfront G'? 1ElACON ROAD NAME: ANDERSON CREEK RD. ROAD NO. SR-1302 WORK ORDER NO. 6.972122 FROM END OF PAVEMENT AT INTERSECTION OF SR-1303 TO: END OF PROJECT AT STA. 24+50 0.46 MILES ) ADDITION: YES ?1 N O XX IMPROVEMENT: YES ? NO TO BE PAVED: YES xx ?-? GUY WIRES NO PO WER POLES TO MOVE: 1 YES Xx NO CABLE BOXES O GUY WIRES 1 TELEPHONE POLES TO MOVE: 1 YES XX NO RIGHT OF WAY WIDTH: 50' SCALE: 1 " = SO' DATE: APRIL 10/00 i I I i 1 112: 1 slope I I or flatter I I / • 6' __? / • i SHLD. / - - - - . - - - I - - - - - - - - - - - . - CI L 1:1 slope or flatter I 9' 4 i SHLD. 3' , DITCH I PIPES.XLS PIPES PROJECT NO FLOW ROAD NAME: ANDERSON CREEK RD. STA i ?q LT. RT. REMARKS 1+15 - REPLACE WITH NEW 48" CMP. + 15" REPLACE WITH 18" CMP. 9+27 48" ppp, REPLACE WITH NEW 48" CMP. 11+42 18" ppl- REPLACE WITH NEW 18" CMP. 4+4 18" REPLACE WITH NEW 18" CMP. 17+90 18" REPLACE WITH NEW 18" CMP. 131, REPLACE WITH NEW 18" CMP. 24+25 NO PIPE ADD 24" CMP. LT. TO RT. Poled POLE. DATA ANDERSON CREEK RD. PROJECT:, SR-1302 SHEET NO. ..................... . COUNTY: MACON - 97 WORK ORDER NO. 6.972122 OWNER OF. POLES G. T. E. i 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 1 g-w 221 2+75 15 16' 16' 25' MOVE POLE OFF R /W Poled POLE DATA ANDERSON CREEK RD. PROJECT: SR-1302 =N . COUNTY; MACON -97 WORK ORDER NO. 6.972122 OWNER OF POLES NANTAHALA POWER & LIGHT i 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 238 8+84 1 12' 12' 25' MOVE POLE 25' LT. OF NEW CL I i I I I I 1 1 1 1 V I I I I I I I I I I I - I 1 1 , 1 1 1 1 1 I I ? i 1 I I I I I I I! I ? l 1 1 1 l l l I I I I I I I I i 1 1 I I I I L 1 1 1 1 1 1 I ( l t l I 1 i t 1 1 1 1 1 1 1 1 I 1 1 1 1 1 ( I I I I 1 I I I I I I I - r I i I I t l I I I 1 - - { I? I - I I I I I -- I I I I I I - _ I I I I I -I --J L i I I I- I I I I I I- I I I I I I I I 1 1 1 1 1 1 I I I I I I 1 I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 " I I I 11 1?! I I I I ' I I V I I I I I I I I I I I I . l l I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 I I 1 I I I I, I I I I ?? I I I I I I I 11 ' I I 1 " ! III I I I I I I I I I I I- I II I I r - ( VIII II I - 1 1 I_I I I I I i ll I I ?? I I I III I I I I I I I IIII _ 1 I I I I I ( I I I 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 I ! I I I I 1 1 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 1 1 ! I?"-, V I I 1 1 1 I I I I I I I V I I I I I I I I 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 I I I i 1 1 1; 1 1 -? i-I I I --_--- ------ o o EDGF-OF--P-ROPOSED--ROAM--- - - ----- - _ -- -- - - -- - - - ; oEDGE- aF--EXI???NG-ROAD. - - ZL' I ESE--OF- ROAD I I 1 I - I I ' I I _ I I I I I I I I I I I I l I! I I I I I I -_ I ? I I? _ I I I I - ! I I it l I I I I I E-DGE--OF--PR-OPOSE"$AD j I I I l l l ! l l l I - I y I_ I I '' 1 1 1 1 , I I l i' iT- I I I I OY ? EDG OF-C ? 1 1 1 1! 1 ? OI--?WATE I I I V I I I -I I I I l I? ( I I I I I I I I I I I I l i l l -It II_ 11111 i ,IIII I I i I I I I I I , II 111!1'III i! _ a . l ?? I r D - l I I I I I V ! 111111111 I I ?? 111 I - ? I I I I I I I! 1 1 1 I IIi11 1 1 1 1 1 !Ill I IIII I I I I I - I I I I I I - --? -- 1' I j I?-T_I?--- - - l 1 1 ? 11 I 1 I I 0F_-CREEK, B l ? 1 1 1 I I 1 ' i 1 I ? i I- 1=- 1 ?I I - -? 1-- 1 I? I ? ( I I I I I I? -' it I I-j a 1 j I ? ' 1 I I i I ? I ? ? I. . 1 - - I I I ?' 1 1 -I I' I - 1 I I I _ 1 I I ' I I ? I I - • -? ? -1_ I I I' I i 1_jh!_ I i I i j -' I` I ----1-i I I I I OLD NEW SITE 1 MAGNETIC NORTH STA 1+15 LL C1) 0 0 1% GRADE V) LL ~ 10'x 3'x 2' i? -- I? ---- SILT BASIN TYPE B 5' BRANCH EXISTING 24'x 48" CMP ROCK SILT ? SCREEN REPLACE W/40'x 48" CMP 10'x 31x 2' ?y TYPE B SILT tJ1 p BASIN 2% GRADE 1 2% GRADE OLD NEW CL '' 1 1 1 1 1 i l l I I I - ' ? i I I I I I I 1 1 1 ' 1 s I I I , i I I i 1 I IIII-I - I ! I I I I ! V I I I I I I I I I I I I! 1 1 1 1 I ' I 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 I 1 I I II 1 ! 1 1111 I 1 I II III 111111, II 11 III I _ lil III I I II I I i _?li 1 I I 11 I I l I 1 i ? I I Il I ' III I I I I I I?_ I I I I I I I I I I I I I I 1 I I `I 1 , I I I _+ I I I 1 1 1 I I I I I I I I - EXIST-L24'it4$'{ - - - . 111 I I I I I II I I -T 1111 T I _ i I ? 1 I ? 1 1 I 1,1 III II I I I I I I 1 1 I I I 1111 I I I _ ? i -r-- I -'? • - I I I I I I I I I I I I I I I I I 1? 1 I I i I I I I - 1 I ? I i _ _ I I I ' R I L EPLACE-W/40I'x 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 T -? - r - - - I - - _ _ t I I I I r1 rl III I I I IIIIII - I r II, I III I I I 1 -r I T t ! 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 I I I I I I 1 i i l l I I I I > ?i 1 A1 . I I - I 1 I . 1 1 1 I I I! I I I I? I I ' I I I I ? 1- I 1 1 I 1 3 `7-77- 77-1 ORIZONT -1r-FI? 1 1 *oo - 1-4 I -' DE RS6I -,CREE I I I 1 1 1 I I I I l l l l? i I I l? i l l I I I 11 _ I I I V I I I 1 - I I 1 I I I I I I? I I I 1 _ ! I l l ?- ?'- 1 T ?i = 1 T i- j SITE 3 STA. 22+00 TO STA. 24+50 12'x 3'x 2' NEW SILT BASIN TYPE B STA 22+00 BEGIN BUFFER ZONE END BUFFER ZONE OLD STA. 24+50 tL 1 ; I TEMP. SILT FENCE & ROCK BERM I `. I ? I- i Lo I,. I F 22+25 END TSD IN TSF & RB I ? I ? TEMP. SILT DITCH lean ')All r-VV-1-?-- STi?-1 CHECK DAMS SPACED AS 5?-OO ® I ? S-FOO I 510' RI .50 i .so 4W?-o -I SILT BASIN - TYPE B I 12'x 3'x 2' 7 1 15" CMP. TO BE REPLACED +•o0 4.00 H 18" CMP. LT. TO RT. - WV IT4?,----T STA. 4+20 I NORMAN GREEN BOX 20 ANDERSON CREEK RD. FRANKLIN. N.C. 28734 I BEG. CHECK DAMS - TYPE B.1 STA. 3+00 - SPACE AS REQ7 (1) END TEMP. SILT FENCE & ROCK BERM AT STA. 2+50 I I 3.50 ® I C? 3.50 I I I 3.00 I I I i 2.50 2.50 1 510 RI I 2.00 1 2.00 ? I i ° I Fr I 1.50 1 1.50 - I i I ? 5TR521 BEG. TEMP. SILT FENCE & ROCK BERM STA. 4+50 END TEMP.SILT / (2\ DITCH STA. 3+90 -3+70 (PL ROBERT E.& B. HENSLEY NASH C/O BRUCE HENSLEY 11 ANDERSON CREEK RD. (2) FRANKLIN. N.C. 28734 (1) ( NORMAN GREEN ) 48" CMP. TO BE REPLACED WITH NEW 48" CMP. LT. TO RT. STA. 1+15 ROCK SILT SCREEN SILT BASIN- TYPE B 12'x3'x2' SITE # 1 I ® 1• BEG. TEMP. SILT FENCE & ROCK BERM - STA. 0+30 BEG. TEMP.SILT DITCH STA. 0+35 +O O+O •? N ° OI cn 0.50 _ M _ N 0.50 'I I x 10' JR'I I SM50-2 Z O+O0 - I 510, RIW' 9*50 I? I? LYi END TSF & RB STA. 9+20 I N IF 9+00 _ I ^ BEG. TEMP. SILT FENCE I I I & ROCK BERM STA. 8+40 6+50 I_ SITE # 2 I - t 6+00 1= I? N I? I F +50 I (1) W- RI ( GREEN ) • I_ +00 I I I I END RIP RAP DITCH 6+50 I STA. 6+45 - I- 6" DRAIN PIPE I 6+00 I 1 I BEGIN RIP RAP DITCH I STA. 5+60 I -' I x 5+50 V I °b FEND CHECK DAMS H . 5+50 510, RI s+oo 1 Z 0+00 9+50 6+50 STR50-2 ]TEMP. SILT FENCE & ROCK BERM I 48" GMP. TO BE REPLACED WITH NEW 48" CMP. LT. TO RT. STA. 8+22 6+00 ROCK SILT SCREEN 7+50 7+00 6+50 6+00 5+50 (1) (GREEN) TEMP. SILT FENCE & ROCK BERM ITEMP. SILT FENCE & ROCK BERM I s+oo PL S7R50-3 Z5 +O0 I ZS 00 STR50-3 I 510' SILT BASIN - TYPE B RI 12' x3' x2' 14+50 1 18" CMP. TO BE REPLACED -pp, ® WITH NEW 18" CMP. LT. TO RT. I CHECK DAMS SPACED AS REQ. STA. 14+42 14+ ® 14+00 I ?G I F' BEGIN TEMP. SILT DITCH I STA. 13+50 HUNTER W. ANDERSON I L.,?A 1 7 LONG WOOD DRIVE (3) SHALIMAR. FL. 32579 13+50 I 13+50 (ANDERSON) (3) ® I I END TSF & ROCK BERM STA. 13+50 I 13+00 I_ 13+00 I I I CHECK DAMS SPACED AS REQ. 1 12+50 12+50 510' RI I STA. 12+15 I STA. 12+15 PL m 12+00 ® 1 12+00 I cn H (1) 1 (1) I _ I BEGIN TSF & ROCK BERM SILT BASIN - TYPE B 11+50 STA. 11+50 12'x3'x2' e - -f - -I 18" CMP. TO BE REPLACED o J;? 1 WITH NEW 18" CMP. LT.TO RT. I STA. 11+42 11+00 11+00 I END TSF & ROCK BERM STA. 11+00 I I 10+50 1 10+50 x w 1Ey 5 0, R1 = 7-1 I Z 0+00 10+00 S77?504 204.00 I 20f00 . I S 10' END CHECK DAMS ST RI A,19+50 _ I_ 19,50 1 (3) (H. ANDERSON) I SILT BASIN - TYPE B i 12'x3'x2' I STR50-0 I y I H (3) I (H. ANDERSON) 19+00 I_ 19+00 I I I H 19+50 16+50 I BEGIN TEMP. SLLT DITCH I STA. 18+25 I END TEMP. SILT FENCE & ROCK BERM AT STA. 18+25 1"e 18,00 --I- - IZ'i - _ ® 1811 CMP. TO BE REPLACED WITH NEW 1811 CMP. LT. TO RT. v, m STA. 17+90 I F+ a 17+50 17+50 BEG. TSF & RB STA. 17+50 S 10' RI END TEMP. SILT DITCH STA. 17+50 17.00 I I_ I 17.00 I y I F + 16+50 - I I 16,50 I ® I 16+00 _ I 16+00 I CHECK DAMS SPACED AS REQ. I a TYPE - B I H I 15+50 _ I 15+50 I S 10' RI zs+00 I isf00 STR5a5 25+00 I 510' / RIW-= END OF PROJECT STA. 24+50 24+50 1 - --1-T9 SILT BASIN TYPE B ® I 12'x3'x2' A - f-' END RIP RAP DITCH 24+00 -2 STA. 24+20 1 I (5) I I BETTY C. PUCKETT 23+50 2 3892 BULLOCK BRIDGE RD. I LOGANVILLE, GA. 30249 I a? I I.T. PL RTA 93 0 I F- - + 2 . I I 22.50 I 2 510' RI BEGIN RIP RAP DITCH STA. 22+00 22 I SILT BASIN _ TYPE B - - - - F 12'x3'x2' - ? _ - (4) I H GEORGIA NELL PARKER 21+50 1 - P.O. BOX 1151 FRANKLIN, N.C. 28734 I STA. 21+15 (3) 21+00 ANDERSON 1 a I N H END CHECK DAMS STA. 20+85 I 20+50 I ?- I I0 BEG. CHECK DAMS STA. 20+00 R1 SPACED AS RE 0+00 ® ? I 25+00 STR50-5 4+50 END OF PROJECT STA. 24+50 29' END BUFFER ZONE STA. 24+50 I ADD 2411 CMP. LT. TO RT. STA. 24+25 (4) G. PARKER I" 36' DIST. TO WATERS EDGE - FRONT & BACK FROM NEW CENTER LINE STA. 23+05 . PL 32' 35' BEG. TSF & RB STA. 22+25 END TSD STA. 22+25 v BEG. BUFFER ZONE I STA. 22+00 8" CMP. TO BE REPLACED WITH NEW 18" CMP. LT. TO RT. 1A ST A. 21+83 1450 (4) G. PARKER STA. 21+15 PL 1+00 (3) ANDERSON 7+50 BEG. TSD AT STA. 20+50 LEND TSD AT STA. 20+ 20+00 ENDS 5T. EROSION CONTROL DETAILS & SPECIFICATIONS STD. NO. DESCRIPTION: SYMBOL PG. NO. 245.03 TEMP. SILT DITCH TSD _ VI-2 245.05 TEMPORARY ------------_-r-- DIVERSION TD - - - - - - - - - - - - - - -- - -- _ -- _ - 893.01 TEMP.SILT FENCE 111 ? Vl-6 890.05 TEMP. SLOPE DRAIN ?-- ?- vI-s WITH EARTH BERM _ _ _ _ _ _ _ _ 245.02 SILT BASIN V1-12 TYPE-B - - - - - - - - - - - - - - - - - - - - - - - - - - - - 895.10 TEMP. ROCK SILT CHECK TYPE-B , , , , V116 - - - - - - - - TEMPORARY ... - - - _ - - - -- 892.02 ROCK SEDIMENT DAM V1-20 TYPE-B 897.01 ROCK PIPE INLET - - - - - - - - - "-' - -- V1-22 PROTECTION 894.01 ---------------- --- V1-24 ROCK SILT SCREEN El? - - - - - --- - - - - - - - - - - - - - - - - - - - - - DESCRIPTION SYMBOL EXISTING FENCE: = OR - + ------------------------------- PROPOSED ROAD: = ---------------------------------- EXISTING ROAD: _ - _ _ - - - - - - - - - - - _ RAILROAD: -------------------- - ---------.. CONTROL OF ACCESS LINE--------- ----------'-"-•-"-C "-"-"-'-'-' SLOPE STAKE LINE: -? ------------------- . - - - - . • ' ' - • BRIDGE: --------------------------------- ----------------- ------------ - CONCRETE CULVERT: -? 1 --------------- ----------------- CMP PIPE CULVERT -? _ _ _ _ WOODS: ? - Q,?1 9 OR /? -------1- TEI.EPHONE OR TELEGRAPH POLE: ?_ EXISTING: -.o-- PR O PO SE D: -O- TOWER POLE LINE: -? _ _ _ _ - - - - ¦ - --.. POWER POLE: -? EXISTING: PROPOSED d EASEMENT LINE: -? --------- -I I/'I'`=I=--. GUARD RAIL: SANITARY SEWER LINE: -? --------------------- SSSS. -..? . -?-............... WATER LINE: ............... -------? ?----- GAS LINE: -------- ----- - -------•-------- ? BRUSH BARRIER -------------------•------ --•---- -- EXISTING CHANNEL : _ _ -------------- PROPOSED CHANNEL CHANGE: _ . FIBER GLASS ROVING: =-=N- ---------•- FGR •-------.---_- ------------ ---------------- STATES f ?^) I ff S?rwzrl?;(GL? THE INTERIOR VV++ ^^ SURVEY :.,,E ')1 -n nl,., t3. n t .11 ')5 35°D7 d0 _ 113 to J} ,? r'1 `?..'e ?? t ? ? ?..I ?` ? / r. e4o l ?? . • ., 2230 rt ? ` ?rJ C. I " • r ?, - ?'`\ `' r `%'' '- , •G a (l' ?. , ?' ? 1 -1 7-1 J},I } •...?.. .--1 ???, ., ?/ ., I` .vim: ll i ,' r10P, t ' Har?risoo Gdp ., r 1. 1 f j ) .- 1 y i ,?.?• ,Kimsey Gap ' ??., .?, _ ?.) ?I' •,,R, ?) , ;?. ..,, 1. '•i. .` I ',. '. •i??-•; MMet, 1 V t? 1 •\? l1 P"o •' O 11.. _,, ?{, : I ',?I"r ?'/ //11 .. Ij}I ! j?ul ! / ? i ?'+--- ??F?11!'?' I' ',, `' 1 . .A•.! (" ?.?\.-rro\ I' 1 b t Ilil ' o^" '/ ` • `-1 JV I (` nY f { ' v r•.; > ••i' ''/ ; • 1 _ -/`. - 1, r i•e • ,V , I 'I to°?' I? ?? lQ• J•?j;`I!. ?` Oi) 1 ` ice/ ? ?•?? "l ?•'' ~''•.i`l? o J:.? ?-S4 1 0 \ DON N TI;4 I \ `\1 1?Ti01? ' 1 f , } r rill - _ l/ . I ? ?. ,; 1 .1 I , /l : .. l r 1 1 / • ?. CRi r 11 t ' ) 1 `. ?` ?.` PJ? f1r \?. ? 1 . -•?` :oCHS''!b'1 ?•r '' o:? eti.. iLlnp / r Y; . UNITED DEPARTMENT OF' GEOLOGICAL I r \ RAINBOW SPRINGS QUADRANGLE NORTH CAROLINA Fir 7.5 MINUTE SERIES (TOPOGRAPHIC) 159-SE F? I .• 70 i,ty0u() FEtl 11 83°30' ,t w C)rundum vo?? %• U aLei ?! (G ".r.,l Mo3sy BaCk-,,?. Gj, P 1 ' l''` ?i J - 1 ?_ 1 „)Gap -'} '1l'i? ? ? / ? 1::1, ?toG?? 11 \? ? ..? _ ? •.T3rn1tFA: , rurrrhr5e T p` F, cj% Ro ko?l. 32 ^??-+f w, R7 \' I6y-rd Gapes X421 1, r?IucsSotf j?. 1 `F.,?1._5, Wallace Gap a`??/g???_ Je _ / 37 3 5 - \ i Middle Gap .•l J ??? `age " -? .. l.' l L Rock gvip / 2 _ RunawsyGop .?0. rfr' °??•' ueia aY 9Rob ilk, 11 Q r1fi mth xT l True Knob I ?,\,'i \ \ v / ~ `. PO (100 FEET 1189 u? J ? 1 ? < - 1987 M86 r• i I I 1. 1 !2!4 \ ? 1 ?1 Y Irv - i i •' v i 1 I 1 I ? ' I V \... ^?", pro ?\ ,q \ 1 - lu1 A 1 I •1 1 I.je t i I •C /. Ipp I)op I??I / 1 T .Q 1450 .I i ' Ip) U lu) ? _ ? J 1 IVa JO! / .. C)... J 13M - I7J? y / \ I I Loc?noN /'? .... •p?? ?y 1 ?? I 17pI Q , I3M Ip) / , I'T RX DOBSON MTN. Ilj Ir INCOkRECi mkjUr(N 10 p NC DEPARTMENT OF TRANSPORTATION DIVISION 14 OFFICE 8285862141 WARRANT NO. 9585 DATE 05/04/2000 INVOICE NUMBER INVOICE DATE INVOICE AMOUNT j#Nj NET AMOUNT 0504144100 i I I i i I 04/28/2000 $200.00 $200.C . Detach Stub Before Depositing TOTAL: $200.00 $200.0 DEPARTMENT OF TRANSPORTATION DIVISION 14 OFFICE P O BOX 37 SYLVA, NC 28779- DATE 05/04/2000 66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA 531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTI a(y /? d 0011 00 r v r • i ? ? ? ? ? r r + r ? r • • r ? ? r r ? ? r ? v ? r ? ? ? r r r Pay wo un re_ oC/J\oL{' ark av? Ili ?1 MOVI ttc,_oolw?a?a?a???a-?t rwp x?e?uw rcun,ocno., n?o,i,.. Pay N. C. DIVISION OF WATER QUALITY to the WETLANDS/401 UNIT Order of 4401 REEDY CREEK ROAD RALEIGH, NC 27607 ??-izz?z ?-? AUTHORIZED SIGNATURE vannnng 5n I;nm on 5 1 1 in 5rilo: I,is nnnlei C. X1,11• DEM ID: ()00644 CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) L-eo PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: i 1) NOTIFICATION TO THE CORPS OF ENGINEERS 2) APPLICATION FOR SECTION 401 CERTIFICATION ?t/,gj???(ANU 3) COORDINATION WITH THE NC DIVISION OF COASTAL MAN 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: 4a97H L/?RounlA v?,o'wrn nTT OL ?itAysPoeT/anon/ 2. MAILING ADDRESS: PC 4k 16? / SUBDIVISION NAME: CITY: ?nlle?c,?S STATE: AIC ZIP CODE: ze'?v/ PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE) : _-::?,e /,70Z, ?iJDf.,??on? zfeMi! ?-y!b .. /?'1,,ve.,1 6',, 3. TELEPHONE NUMBER (HOME): 4. IF APPLICABLE: AGENT'S Ni PHONE NUMBER: (WORK) 2 - 11105 OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, 'o, &,X /-Z!5'e Ue Era 5, A/G 08901 2j „JE : C ?2,6) 32/-1f1o5 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Iy?ACo..I NEAREST TOWN OR CITY: feAnl,??.//?/ PAYMENT RECEI VFW o til 1-1 W 0 W tr: (it f l W (tit .- W Lt .1 .- I tf) •+ H N '7 a L') Cr Cr I H Wtn at tl) rt -I N ('j a ,7 W I JOx --O t!1 O !.) c, C) LO a CT1 ii a W •--Iz zoUz U) O U H O W W L7 yi-, 1.. L7O 7 UH) 1-1 Ft H U) O H W H V/ rWr^ rvr^I VI W A U z 'W V !il L, H L+. L. L] U tt u .7 (0 (r til fy LI 1.? 17 _t +{t Itl L] ?I .? ._ ? L{ FI t-t I ? I'1 t I >t V W lil Ut .G H W Ct I-- 1' .J () W of tU ? W .-I N (it H a N -t C) o w !) W V) (11 Z. -1 Y, (J. tl) 1] Ll. ( t--1 U H L V 'T: LO LI) ){) UI W [r. I r1. C/1 n rl, L1 LI Lt ._ tLt O It) f..) r`I L] i of l., 1.1 r) [y. F.. t .a 1 -rr) ) Vl H •-? r( 1, r )U n 1 G) U) to ? ?, ri (r. ?, In a a:.-, L{t Cq I-? _ E ? til Ll t-J q: f? ?L lil W ' L; . ` Vl L) :1: f) -0 1-I W '-' t17 F 1-. CJ t-I W U VI t t LL' U n, H G ' C7 "L Ot I t-I V I -r 71: LA ul H ?, N L[1 W -I I+1 t/ L] C) r- C) ul (n l- W E., u) t- l.] U: "?'. ! I -I L7 .-. rt.-1 CJ t N L7 N - 1.1 ? I-) rY: la. T Ct ?: lil v-t lil fil (/) Ul :I: t/l H 2t ?. W W W rt; I-.'. LC f/l t) t)? ti) H ._ 1.1 H 11, rl rY r-a 1.1 W tr) Ul u) to I+) c) IJ 1.. I+7 . ] (1 fll •' 1" •• 11 1-+ IJ Lr? ? f,l L. ? t9 pl .., (-) t 1: a H FI I I C) ir. Ci ?? .. `? C) (-) tJ O O U) C7 W ti. Ul rn t? f-• ? q ?- tV n tr] .Y m r.7 .-7 til la L! , I- IY. r F- yy W E. 'i: LI H ?t H t-1 .- ?t W I•I I lJ tl Itl Ir W Lr? ( L 1 1 {4 l.. l;l lil iL ( t rt ,? I r{t .. Irl [C l.; t•1 t7 .1, I C) C) u (I r+U yp,- 'N "' ltl r1; [r'. t I( ?) w tt' K [C tiI r IG rl Or w fr: I.. [Y I+1 ttl .1' I - fY. W Ut + L, t.{r U tt, Lt it ' S'. r t :1: `.: f.) w ".) L, 'C +{t C4 t, t{t N t)t ? 11 frl r J 'C7 W :' . W "I: t)t 1' N t z O O N ) O - It. E (.) f [i H .-i H t-? Cl? (? ',i ...] 1 of y Lf U "? rt. 1 L) a. (+, C7 Cti t!t tY u) () __ ar)O Fy 71 (iI Clt+ ) v) O 2 -r, rn ?, F• vl "J U <> < ._ W w lil [> In rt L- LJ 4 L (7 u: L] - w ] 1( 7 C) C7 (Iy) ? Fl ?' (? ? r' .) I I Z. C) O 'C; 7 L7 T [1 L. l7 CD) I J. F?. rl 1, l) 1- ur [? 1-I Li r' 1 u. Irl W (3, LA rl -J L] L] n ..! .-I EIG .-, ...i Ul r-J .-7 Itl L) W -. Ul ..] O .) ..1 t J .-1 2 r t`' • t ltl H ' ri' t tr tli Lrl [) .t U) tl'; r1t Iri U, W U U w a N n t'1 f+ W SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): A, LfesO..r ?'?fK ,?os?? /?J o.? ?. 6. IMPACTED OR NEAREST STREAM/RIVER: CLo?,¢nlcNtffrJbFlLSon! " ???r ??Eie`? 4e?'t'??s?? RIVER BASIN: /TTY 2: Ii _- 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 [vl NO [ ] IF YES, EXPLAIN: GJ,S :?Z'- 211-r_ 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF C ASTAL MANAGEMENT AREA OF ENVIRONMENTAI, CONCERN (AEC)? YES [ ] NO [ 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 909 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ ] NO [?r IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 901 CERTIFICATION): 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES [ ] NO [v-r IF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: Z, E/ Acar--5 9b. ESTIMATED TOTAL NUMBER OE' ACRES OF WETLANDS LOCATED ON PROJECT SITE: 2 10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: EXCAVATION: _ FLOODING: DRAINAGE: 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: 8o FT AFTER: Sa FT WIDTH BEFORE (based on normal high water contours): 3- 5 FT WIDTH AFTER: 3-:5 AVERAGE DEPTH BEFORE: / 0 FT AFTER: /•o 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 DAW 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 BE USED (ATTACH PLANS: 8 112" X 11" DRAWINGS ONLY) : /C.6Wrc+QY Cegr&C i DCn C44D3 LJ3W-Z,,i,1 ? LJic.L aE _TrogCT,ED ,53?y L/!C/n/C 2h// '`?B??CM,o LJ?7'N /?O ? ?1?"CMP f?iJDE25o?/ ?2An/CN (-A?"M C1,9S5 r,.lSrzt' 7,tou-r? 1,J11-4 RE /M,?i4CT?? ?N ?° dCin/? Z'?'? yBC/?/.O L?/wL/ yo TB??CM/? ?yTaeA[<<!G ?••. . ,^ ...... ? ? JILG ? /.fi"il,/?L'i ?R rNE? ??Lr4CF-.?f?i?/7`S. _ 1.3. PURPOSE OF PROPOSED WORK: &),J1&1 .-k)b A- VIE .5,2 1302 Z:l acC-o?cla13Ce 3 19. 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 (NMF°) (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 N NO [] (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 [ J NO b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH TrIE 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 14ATERIAL 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 CONSULTPSIT, INCLUDE ALL DATA SHEETS RELEVANT TO VIE PI,ACEM-` I'i OF THE D-E.J.3 1141' T d. ?%,TTACH A COPY CiF THE STOldv1WATER MANAGEMENT PLAN IF REQUIRED. e. WHAT IS LAND USE OF SURROUNDING PROPERTY? /??i3?P.J'T7R? ?6,Q/Cu.[,TGc,QAG ?,,??T ?.c?oobLAn1I) 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. QUPLITY) CERTIs IC:ATTON, 3) (IN TIC: 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. ER' GENT'S SIGNATURE '7? ZooO DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) 5 N. C. DEPARTMENT OF TRANSPORTATION TRANSMITTAL SLIP DATE Y-42 -tv T''O:: `? REF. NO. OR ROOM, SLOG. ?J O 4 ./?G/h -?.. FROM: REF. NO. OR ROOM, SLOG. A c ' ` V I ?i- ACTION ? NOTE AND FILE ? PER OUR CONVERSATION ? NOTE AND RETURN TO ME ? PER YOUR REQUEST ? RETURN WITH MORE DETAILS ? FOR YOUR APPROVAL ? NOTE AND SEE ME ABOUT THIS ? FOR YOUR INFORMATION ? PLEASE ANSWER ? FOR YOUR COMMENTS ? PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE ? TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT COMMINTf: ? I t i [MAY 1 8 X00 Aunt clr'? .WATER - UpLITY. `, .IAMIis Q. HUNT JR. GOVGRNOR STATE, Of NORTI I CAROLINA DEPARTMENT Or TRANSPORTATION SR 1302 MACON COUNTY Mr. Bob Johnson US Army Corps of Engineers 151 Patton Avenue, Room 143 Asheville, N. C. 28801 Dear Mr. Johnson: r w SIA4 v April 28, 2000 'D opg44 DAVID MCCOY SGCRGTARY ?t:..? ra ?, t Y18 The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain, base, and pave SR 1302, Anderson 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 trout streams (Lowery, Anderson and Cloer Branch DEM Class WS III - Trout Water) and extension of pipe culverts, we are requesting authorization tinder 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. PAYMENT RECEIVED T11- • (Q1Q1 111 _,11(15 Andrews District Office P. O. Box 1551, Andrews, N. C. 28901 r..... /ono % In 1 •7 •1'10 . Mr. Bob Johnson Page 2 April 28, 2000 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 arc 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. By copy Jtlvis letter 1 am asking Mr. Mark Davis, North Carolina Wildlife Resources Commission (NCWRC) Western Mountain Region Coordinator, to comment directly to you concerning the 404 Nationwide Permit Itcqucst. A request will be made on this project for a temporary encroachment in the Trout Water Buffer "Zone of Clocr Branch and 1 am asking Mr. Davis 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 Division of Watcr Quality in the amount of $200.00 is attached to this application with the new fee schedule). We would like to begin construction as quickly as possible. If further information is required, please call me at (828) 321-4105. Your early review and consideration will be greatly appreciated. Sincerely an C. rch County Maintenance Engineer BCB/rr Attachments cc: Mr. Richard Phillips, P. E., Regional Engineer DENR Mr. R. G. Watson, 1'. E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. Jolui Dorney, DWQ, DENR (with attachment) Mr. Mark Davis, NCWRC Mr. W. H. Lynch, Transportation Supervisor 111 10 4 44 DEM ID. ® ® O CORPS ACTIO14 ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT N) Z(o PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1) NOTIFICATION TO THE CORPS OF ENGINEERS 2) APPLICATION FOR SECTION 401 CERTIFICATION 3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT. 1. OWNERS NAME: 4Y 97t1 ?1?aounJA o?P.araTr?fti)1 ©FT?/sPoeT/a77on/ 2. MAILING ADDRESS: po"Kz SUBDIVISION NAME: CITY: ?nl cJS STATE: lv?f ZIP CODE: '246901 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE) : -S? /302 ?iJt?Ee Son! ?'eF x .?a?b r /11,ges'l Ce 3. TELEPHONE NUMBER (HOME): (WORK) : 6224)321 -5 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, ,e?,o.,/ PHONE NUMBER: ?q,.,7aeE?J S, ,?c 0890/ hb d : ('620) 32-1- -110$ 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: I;VIAc../ NEAREST TOWN OR CITY: fiQA?)KL•//? 1 W t1 N lu W O O H lJ cn H W 41 H H I u7 ?. H N T LL In C' C I O o. T H F W In a- In .-1 N N a W 1 t!l C) ? W V) Ill ..-+ I rr a, o, 3 a W tt ZOU" rn 0u 0LL))U L. LD C) O 2 .. F1 It, In 5 .) F H tnOHWI-• tL .'?. F /t v1 'W U) En W A U z 'W V F4 1.1 t_t FI L. W U li iC IJ I/. - IJ r IJ Iv ? IQ In r . i.. lJ IJ lJ • H L. I I • CL In ?:. a? I 1 H H (,1 "r fn ul I,) c- I I u W 1.1 V' I(, T •-1 (V nr ....tOWw IC, ,...7t.. N Y fJ _ T a to W vl al N U W t.1 (L OI ~ a j• W C) ? (7 1) I t <i U U W W H lil lal I? 1.. f-• .? .? .] <r - a C) y 7 .)r 0 • W to W ?p to .-7 I l In S '_' Y ?l (? I rl VI U rl, W V1 IU In W . _, W .? F t .+ rt F . f_- f' W L. L i.i u I.1 W I,, rt. - .I, ^I H H I.I rt. sir I r 1„ l.. U, n, n. rt r cC r u7 • •-1 IT: ,? IU try H r• r>, f' IJ lJ fJ 1 l,l lJ W zi VI I.1 2 ll `T I_r lJ u7 (L U C• G . U X 01 1 F V I u) W l- 7 Io I.t ?F rLFHm TCLH 1 I 1.1 (L t1 (t r H lr? C) In a. r- a1 l,. ..1 IJ U) W G Lj fU r H H .-+ N 0 U to 11 .... F, to a, N to 0: W : • f J 1.1 C7 ! 1 It: _. 1.. 7 G N , W T C Ir. F.... HUV 1?a: m i r. t to .- 1 r IJ L7 . l/1 V1 it I'1 N (J1 o _ W iL In - I r o H f lJ f- W 61 fL le. i ?1=?- 7 '' fl :?CLW If. IrIx W a t .. U !1 I U - I U W W .- r I 41 C r1:F J?C? H;-r(Hz r:tnclx Jya, ten, U F. tt L, L] .t. l,l W 't W N N W Ll S H T .] r( rY H W L1 at [J H. F = W (L F? rr F • C1 1.1 . 1 I v) f L.:1: LI (I H C) C-I ? J ? v LL) L L r i ri I W . O 0 LJ . ?r IrJ ri .. w tf) I_7 IV r? L- .1. Icr U pp n: U W T 01 •(. H F lJ III 1 w W _• try T n) lu f' ?r IY. 'C F r 1 GI lJ f" :{: Ll H rl cc l- 1. .] I H W H H W l.'1 lJ H W r) 1 tJ f I W IU W N ?D ul N 1.1 rl; u: r) n. rI; It Cy ^1 - It W Ll .-. ar ?l lu rl aJ 41 u6 , r • I p. V 41 I.1 1, I :I: :: f / .. . W U L. Z ILA HL. iU U .r . ? . W -- w F" OF r7. ' .{' J I• n. I UJ r J r' U lJ : U! 'L' o; ?• N I ? fn lu .-r [] W PJ O w r :: L7 . c. i.• Lr r. i F IC f.. ._ IJ - I:: 1 r li n, ?; I i.i u, G H t7 Z .- w O o, u , ii cr r oG , ~? u :? <, ,_ t1 w t,1 ] H W f ' 7 ?, 1.1 fu iq r,? W t. l7 r n: _ t 1 f l 1.1 r i, ,. IJ ` /C 1.1 . `1 10 T: 0 ' r ' ' F Fi u; . („ U rJ - W 1 I -i W W i, - J .., L: IJ faJ?I N lvl 1 C7 l' 1 In • 11 C ... u. ' I' r • rt l' 1 .- . i ? ? a. . .I r _. .I !?! ?.. U ,I ) ' ? • ; r c U) W H V w a In n tJ C7 a e PECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) : -5,e 13c2 /?,?1?afeTQnl ??fEK 6/mil o,/ 6. IMPACTED OR NEAREST 6 STREAM/RIVER: (fz,-A &,•lc,q /?iJ LocJE 2?E2Son! ?'./cf/ ¢?f ?EE,C'?CJSIlI . y RIVER BASIN: /T TGc 7,nljej SS?F 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 [?l NO [ ] IF YES, EXPLAIN: tJS. -- 72-0 7- 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF C ASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [1 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 [ ] NO [?f 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 [ ] NO [V]im IF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 2,8/qca" 9b. ESTIMATED TOTAL NUMBER OF' ACRES OF WETLANDS LOCATED ON PROJECT SITE: o,jE 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: So FT AF'T'ER: 60 FT WIDTH BEFORE (based on normal high water contours): 3- S FT WIDTH AFTER: 3- S FT AVERAGE DEPTH BEFORE: /.0 FT AFTER: / o FT (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: CHANNEL EXCAVATION: OTHER: PLACEMENT OF PIPE IN CHANNEL: V/ --- CONSTRUCTION OF A DAM/FLOODING: 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 BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS ONLY) : ZoW" ( GRA&C (2>E.1 C442:2 LJSZE 72 ,r) L.)fc.L aE r5w-A4cTE? C?y ?', LRG??C? Z?? 'fB'?ctio r.Jfrrl <fo' ?8"C.u.o ?nlaFesa? ?2An/ctl ?EM Cl.9s? w5za'-7,tor.r? 4J 1 4z. /E /iHPNGT£> ZY AkAe 9cin/G Z'i' ?8''C?1.? [??TN U ?-'TB"G'M? r?lL1QAL? LfG ) GCdV,4771.e, 61)'41- Z- /,/riuZ?i -1?? Ts?fE ?r,?[ACE.?Fa?T S. 13. PURPOSE OF PROPOSED WORK: 70 ? ??DE.[ !b d yc ': ,R /302 ":A? 'mcco'-c"e e L_Zgd 06-7.0P3U dllEv ALI>C T ??cc rza y AG 4D ?r,9aaA?TiS, 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 M NO [] (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 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 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 19, 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 WLTLANDS TO DE 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? ?.????..rnac.. ff6,2/Ct,?c.7tuQAG t„?nTl? l.Joobt-f+n1? 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. ER' GENT'S SIGNATURE 71, ZooO DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) 1 5 macfront Ci'0 ZYlgCON ROAD NAME: ANDERSON CREEK RD. ROAD NO. SR-1302 WORK ORDER NO. 6.972122 FROM: END OF PAVEMENT AT INTERSECTION OF SR-1303 TO: END OF PROJECT AT STA. 24+50 0.46 MILES ADDITION. Y E S N O XX IMPROVEMENT: YES XX NO TO BE PA VED: YES XX NO GUY WIRES POWER POLES TO MOVE: 1 YES XX NO CABLE BOXES p GUY WIRES 1 TELEPHONE POLES TO MOVE: 1 YES XX NO RIGHT OF WAY WIDTH: 50' SCALE: lit = 50' DATE: APRIL 10/00 I i ' I I i 1 112: 1 slope I I or flatter I I 9, CI L 6' / i SHLD. ------------------------------ 1:1 slope ?• I or flatter I 90 1-4- i SHLD. DITCH ' I ' - . ------- .J PIPES.XLS Poled 1 g-w 1 221 2+75 15 16' , 1 16' 125' 1 MOVE POLE OFF R Poled POLE DATA ...................................... ANDERSON CREEK RD. PROJECT::.: SR-1302 COUNTY:.:= MACON -97 ............................. WORK'ORDER N0. 6.972122 SHEET NO. OWNER. OF POLES I N 8+84 I 1 1121 l 112' I 125' 1 MOVE POLE 25' LT. OF NEW CL SITE 1 ULD NEW j MAGNETIC NORTH STA 1+15 LL (/7 ?,Y F- E. 1% GRADE V) LL 10'x`3'x 2' }T -- ??- -" SILT BASIN -r TYPE B 5' BRAN - EXISTING- 24'x 48" CMP _ , ? ROCK SILT REPLACE W/401x 48" ? SCREEN CMP 10'x 3'x 2' TYPE B SILT c1? ? p BASIN 2% GRADE ? Lo 2% GRADE 1 OLD NEW ? I I q. q I i, I 1 I I 1 1 l l 1 1 1 1 I 1 I 1 I ( I! 1 I I , ' 1 1 ! - l I l: i l I I I ' I I l l I I I I I I I I I I' I I I i 11 1? 1 ? I I I I I I 1 I i l I I I ' l I 1 4I l l I ' l; l j l 1 I I I 1 1': I I 1 1 ' 1 • 1' 1 1 1 1 1 1 1 1 1 1 1 I I I I I i i 1 1 ? I I I I I I I I I I 1 I 1 1 1 1 1 1 1 I I I I?? , 11 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 ' I I I I 1 1 1 1 1 1 11 I I I 1 1 1 1 I? I I I I I I I I I I I 1 1 1 1 1 I 1 1 ' I I I I I I I I I I' ' I I I I ' I 1 I I 1 1 1' 1 1 1 1 1 ,I 1 1 1 1' 1 I ? , ' 1 I I T? 1 - E-XIST--,'?2 "X' I I I I I _ . I I I I I I I ' I ? __ ,_ ? - I I I ' I I I I I I I t '? I I I - - - I I I I r I I?? ? I II I I I I I ' I I I l I I I Illlitll?:llt 11 1 1 1 1 1 1 1 I I I III I I I I I I I I l l r--. I I ? I I I I , , I I '.ITS' I I I I ' I I I I I ? I i i 1 I ! I? ,AI 1 1 1 I I I I I I I I' l l I I I I I I I I I I, 1 1 , 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 1 I I I 1 I- I I I 'I I I I I I J _ TI - I I - I I I i t _I I 1 1 i i i 1 1 I I I I I I I I I I I I l i l l l l l 1 1 1 1 l I I l 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 I I I I I I I I I I I 1 1 1 1 1 1 1 1 I I 1 I I 1 1 1 1' 1 1 11 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 l l l i l l l l i l l I I I i I I I I I 1 I I I I I I I I l i l l l l I I I'. l l i I I I ' I I 1 l i l l l l? 1 1 I I I I I I I I I I' I l i I l t; 1 1 ,_ I I I I ? . -. I I ) ` O I 1 1 1 1I I I 1 I I, I RTZONl_ I I I ' 1 1 I I I 1 1 I I I -1302 I I ( hy1??. , j ??? _ I I ! I I I I 1 I 1 _ µ I-? I I I I I I I I I' r I I ,TV (?- l ( vl - I _I ---I I t I I I I I I I I I I I I I I I I' I l 1 1 1? l l l I I ' I DERSON-CREEK RD., ii I I I I I I I I I I t l I I I I I I I I I I I I I I I I' 1 1 I I I 1 I! I 11 1 1 1? 1: I I I I I I I 1 1 1 1 1 I I I I I I I I I I I I , I I I ' I l ! I l I I I I 1 I 1 1 1 1! 1 ; l i l l I I I I I I I I I I I I I I I I I? 1 1 ! I I I I I I I I I I I I I I I I 1 1 1 1 . I l l l l l 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 1 I I . I.' l l t , l l _ ? 1 1 1 1 1 I I I I I I I I SITE 2 STA 8+22 1% GRADE t ' B G - H TSF & RB ll- J? 1% GRADE ' I I? I OLD NEW XISTING 24fx 481r CMP 1 \ MAGNETIC NORTH 1% GRADE ROCK SILT SCREEN y Ln REPLACE W/40'x 4811 CMP TSF & RB u' tP 1% GRADE I I 1 1 1 1 1 1 1 , I'? 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 I I l 1 1 I I l l l i l i?? I I I I I I? 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I?L.? I I? I I' l l l, l l l l l ,+? "' t l I I I? I 1 I i l I I! i l l i t l l, l l l l l ' I I I I I? ? I I I ? I :! I ??, I l l l l I l I 1 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 ! I I I I I ' 1 i l l l ? ? l l I I I I I I I?! I 1 1 I l l l t l l l l l l I I I 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 I I l l l l l t l l l l l I I I I I I I 1! I I I I I I I I I I I I I I I I 1 1 I! 1 1 1 I I I I I I I 1 1 1 1 I I I I I' V I I I I 111.11 I 1 I I II11 11 I I I I 11111 1 1 1 1 1 I 111 II It I I I I I II I I I I I _I _ I 11 I , 111 ? I I I I I 1 1 ' H -4 4 1 I i ? I I j.11 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 r. , X,?} ? r I I I I 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 111:1 iitl I III 1 I t I I I I I I I I I I I I I I ( 1 1 1 I I 1 I I I I I I I II I I III III II I I _ _ I i 1 I I I II I I I I I I! 1 1 I I i i REPAC tJf0 I '84 ; EMP II l I - 1 4- 1 4 1 - . 1 I I I I I I I , I I I I I I I I I I II 1 1 1 1 1 1 1 I I I I I I I I I I I t II I I V I I I I I I I I I I I I I! I I I t I I II I I I 1 ? I I I II III 1 i I I III 1 1 i I I I I I I I I I t I V I III I I I I I I I I 1 I I I I I I I I I -I L - SCA E E - " 1-O V E R .A . d . - . I - L r i - - t - L I I? I ? HaR1ZONTALI II Illli 1 1 ' 1 ? i I I I I I II I I I ?' M ACON OUN-TYI ' I 1 I ' 1 1 I I I I I I I I 1 1 1 I I I 1 l i 1 1 I I 1 1: 1 1 1 1 I I I I I? I I I I I V I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1i2'iDERSDN?CREEK`R i. ITI -11 1 1 I I I I - l l l ? i I I I l' I I?? I I I I? I I I I I I 1 1 I ( I I I I I t l 1 1! 1 1 I I I I ! I I I I I I I SITE 3 STA. 22+00 TO STA. 24+50 END BUFFER ZONE 12'x 3'x 2' NEW OLD STA. 24+50 SILT BASIN % I TYPE B lL Ann 2411 cuu END RIP RAP DITCH AT STA I TEMP. SILT FENCE & I \ ROCK BERM 24+20 I I I ? l T I ? I i 7 j ? Ln I T \ STA 22+25 END TSD = t BEGIN TSF & RB I = I ? STA 22+00 TEMP. SILT DITCIi BEGIN BUFFER ZONE STr?-1 Sf-00 ? ® 1 I , CHECK DAMS SPACED AS REQ. 510' RI 4.50 • 0 - 1- SILT BASIN - TYPE B T 1 12'x 3'x 2' _ _I_ _ _ 15" CMP. TO BE REPLACED 4+00 Q - WITH 18" CMP. LT. TO RT. . STA. 4+20 I I 0.50 v I- F' I NORMAN GREEN I BOX 20 ANDERSON CREEK RD. I FRANKLIN. N.C. 28734 BEG. CHECK DAMS - TYPE B I STA. 3+00 - SPACE AS REQ. 1 I (1) 2.50 I I I 510 :-L RI T END TEMP. SILT FENCE I & ROCK BERM AT STA. 2+50 I 2.00 I .i a I F I 1.50 I i I SITE # 1 I I _ i I N a 0.50 OI v] i{I BEG. TEMP. SILT FENCE & ROCK BERM - STA. 0+30 51 510' RI f-O ? I S+4000 STP5? 1 BEG. TEMP. SILT FENCE & ROCK BERM STA. 4+50 4+10 STA. PL 4.00 END TEMP.SILT (2\ DITCH STA. 3+90 3+70 PL ROBERT E.& B. HE SLEY NASH C/O BRUCE HENSLEY 11 ANDERSON CREEK RD. (2) FRANKLIN. N.C. 28734 2.50 1.50 50 (1) ( NORMAN GREEN ) 48" CMP. TO BE REPLACED WITH NEW 48" CMP. LT. TO RT. STA. 1+15 ROCK SILT SCREEN SILT BASIN- TYPE B 12'x3'x2' BEG. TEMP.SILT DITCH STA. 0+35 O t0 STRSa? z 0+00 I z 00+040 STR50-2 i s 10' RI 9+50 I 9+50 TEMP. SILT FENCE & ROCK BERM I? IW END TSF & RB STA. 9+20 I Iw IF 9+00 9+00 I I BEG. TEMP. SILT FENCE I & ROCK BERM STA. 8+40 I 6+50 6+50 -I 1 8" CMP. TO BE REPLACED SITE ?? 2 - - f - ITH NEW 48" CMP. LT. TO RT. gbT A.8+22 ego - I- 6+00 ROCK SILT SCREEN I (1) (GREEN) END RIP RAP DITCH STA. 6+45 6" DRAIN PIPE I BEGIN RIP RAP DITCH I STA. 5+60 } END CHECK DAMS STA. 5+50 (1) (GREEN) TEMP. SILT FENCE & ROCK BERM TEMP. SILT FENCE & ROCK BERM I .5+4040 , -1- s+0040 I. _N I? I rz, 7+50 _ I F+ 7+50 s 10. RI I 7+00 t_ 7+00 I i I i _ 6+50 _ 1_T I 6+50 I I I I 6+00 1 6+00 t I I _ ? I ._._ 5+50 _ t 5+50 t to H 510, RI ur- PL STR543 2-54-00 SILT BASIN - TYPE B 12'x3'x2' X t I CHECK DAMS SPACED AS REO. 1 HUNTER W. ANDERSON 7 LONG WOOD DRIVE SHALIMAR, FL. 32579 13+50 (3) 13+00 I CHECK DAMS SPACED AS REQ. STA. 12+15 12+00 (1) I SILT BASIN - TYPE B 12'x3'x2' I 11+00 10+50 Z Of00 I ZstoO STR5,-3 I 51a RI 10+50 I 18" CMP. TO BE REPLACED - - -I? - WITH NEW 18" CMP. LT. TO RT. I STA. 14+42 I I. ® - - 1a+oo i co I F' I I _ I_ ?a•so I I I I 13.00 I I I I 12+50 5510, 11 I BEGIN TEMP. SILT DITCH I STA. 13+5o (3) (ANDERSON) END TSF & ROCK BERM STA. 13+50 STA. 12+15 I = 12-00 I I ? F I PL I (1) ® _ I BEGIN TSF & ROCK BERM i1+50 STA. 11+50 -I 18" CMP. TO BE REPLACED I WITH NEW 18" CM?. LT.TO RT. I STA. 11+42 I 11+00 I END TSF & ROCK BERM I STA. 11+00 I I 1 10+50 I N ?51o,H RI Z Ot00 SMS 4 END CHECK DAMS STA,19+50 --ts 50 (3) (H. ANDERSON) SILT BASIN - TYPE B 121x3'x21 CHECK DAMS SPACED AS REQ. TYPE - B 2Of-0O I 2 I 510' l I_ r9.sa v 1 I a I H I 19+00 19+00 I I i I H ra.so 1 ra+so -I I I ±e ® _ 1_ ra+oo I L? I H? 17.50 17+50 510' RI I I 17+00 17+00 I I ° y I H 16+50 16+50 I I ® 1 16+00 16+00 I I ? 1n 1 H I 15+50 15+50 I I 510' Rlt? is-fOO V I s O+OO STR50-4 (3) (11. ANDERSON) BEGIN TEMP. SELT DITCH I STA. 18+25 END TEMP. SILT FENCE & ROCK BERM AT STA. 18+25 1811 CMP. TO BE REPLACED WITH NEW 1811 CMP. LT. TO RT. STA. 17+90 BEG. TSF & RB STA. 17+50 I END TEMP. SILT DITCH STA. 17+50 sfoo STP50-5 2StO 0 1 25+O 0 510' R TV- I END OF PROJECT STA. 24+5 0 24.50 1 I_ 24, 50 2 9 ' SILT BASIN TYPE B 12'x3'x2' - - - I- END RIP RAP DITCH 24.00 I -2 STA. 24+20 I I R (5) I I BETTY C. PUCKETT 23.50 ?3+ 3892 BULLOCK BRIDGE RD. 1 28 61 LOGANVILLE, GA. 30249 1 , I ? PL + I I ST 2 , - I- I I 32' 22.50 I 1 - - 2 510, %2'351 i 1 t BEGIN RIP RAP DITC11 I v STA. 22+00 22 00 _ 1- 2:4x41 SILT BASIN _ TYPE B 12'x3'x2' - - I- - (4) I N GEORGIA NELL PARKER 21.50 1 - 21,50 P.O. BOX 1151 FRANKLIN, N.C. 28734 PT, I STP.50-5 END OF PROJECT STA. 24+50 END BUFFER ZONE STA. 24+50 I ADD 24" CMP. LT. TO RT. STA. 24+25 (4) G. PARKER DIST. TO WATERS EDGE - FRONT & BACK FROM NEW CENTER LINE PL BEG. TSF & RB STA. 22+25 TEND TSD STA. 22+25 1 ' BEG. BUFFER ZONE 18" CMP. TO BE REPLACED WITH NEW 18" CMP. LT. TO RT. STA. 21+83 (4) G. PARKER STA. 21+15 1 STA. 21+15 (3) 21.00 21.00 ANDERSON I a N END CHECK DAMS STA. 20+85 1 I 20.50 I I BEG. CHECK DAMS STA. 20+00 I R I PL (3) ANDERSON BEG. TSD AT STA. 20+50 SPACED AS RE LEND TSD AT STA. 20+15 OfOO Q - 1_ 2OfOO ECDS-SM. EROSION CONTROL DETAILS &:. SPECIFICATIONS STD. NO. DESCRIPTION: SYMBOL PG. NO. 245.03 TEMP. SILT DITCH TSD _ 245.05 TEMPORARY --------------r-- DIVERSION t -?/ TD ---? Vl-4 - - - - - - - - - 893.01 TEMP.SILT FENCE ? Vl-6 - - - - - - - - - - - - - - - - - - - 890.05 TEMP. SLOPE DRAIN WITH EARTH BERM T 245.02 SILT BASIN _ - _. - - - - - - - - - - - V1-12 TYPE-B - - - - - - - - - - - - - - - - - - - - 895.10 TEMP. ROCK SILT CHECK TYPE-B Q ?1-16 - - - - - - - - - - - - 892.02 TEMPORARY ROCK SEDIMENT DAM V1-20 TYPE-B 897.01 ROCK PIPE INLET PROTECTION 22 894.01 ------- - ---------- --- V1-24 ROCK SILT SCREEN DESCRIPTION SYMBOL EXISTING FENCE: OR - 4 ------------------------------- PROPOSED ROAD: ---------------------------------- EXISTING ROAD: - RAILROAD: --------------------------------- CONTROL OF ACCESS LINE --------- ---- ---- --....... C "-'-"-"-'-' SLOPE ST.kKE LINE: i?>- ---------------------?.----_----- . • • , `- - , BRIDGE: --------------------------------- --- ---------------- CONCRETE CULVERT: CMP PIPE CULVERT WOODS: --------//- OR .._.._.----------- TELEPHONE OR TELEGRAPH POLE: ---- . . ..... EXISTING: -.o- PROPO S ED: --0- . TOWER POLE LINE: _ _ --o-- 17 - - o POLE: ......................... EXISTING: a PROPOSED d . - ------- ------------------- EASEMENT LINE: ? I I - II --- ------------ ------- GUARD RAIL: SANITARY SEWER LINE: - S_S 1- S . S. --- . WATER LINE: } __ - _ --- - : ---? ?----? ?----- GAS LINE: ? ------- ^---- ^ --------------- BRUSH BARRIER y ------- ------------------------ - - ---------- -------------- EXISTING CHANNEL : , PROPOSED CHANNEL CHANGE: '-- FIBER GLASS ROVING: ? _----'-.---G R F --.---.---.--- -------------------------------- r; . UNITED STATES L>'L e DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY , 35°0!'30• 1•?. , .. 1, :11600-\ I?, . 1?<.\ ?t • Bht >1 r ? lit^'?/'?I?i?•? .??,,, ?a? al .'?Qj. J??l o:?' ?fr ,_ _?J??? •,?., .,. ? al.t - .`?? ??/ a`• _ ??. `,(?.r;.-,; . _ ;?' ...• ?, .,, ?,n `,..i,'i? ' ,?`"?-,ti:J_" / . r It ^r ? rf?-?? 1i .?',t, ? .. r '; Harrisotji -_,?C•?_!!•'''l? •' C r .'?`, -`?\,`_'' :?.q Grip . •'41,1`' ?,?,'?. •-? _ ;?), .': -? , 1 .•( ; •???'. `• _,`?) ? 'l•••,. _ ,; , ; ,? i'' ?? .• -.4' 7, Kimsey Gap ,:iii •.i- a i' '/. ( ,, ?. •v,l ?, t I % ' ?% / -"? ° l?'til 1 .+ is s, {, . c:z \' 7 ?.' J? ;i ,I ??''?' `-l ,V :j.? '?. -•.' illy, ' - ?'r'? 00`t?tt Q•` `?I`'•? , ?'? , i `' `?I ?'- ? I ' - ? - • ` ' i/ l i ' '? ' ?~ I l ( ? / (J ., ,l a ', l 1, J . i l Y . q-11 <iDOC? 51 :t{ 1 `!`,. J r, 1(i?.. ?.-•?..? 1?'''•_.' r 1 _ ?:,%tA / i ?I t 7 I 1 I + ` i' i (//r^ /.1 L-oC? RAINBOW SPRINGS QUADRANGLE NORTH CAROLINA Fir 7.5 MINUTE SERIES (TOPOGRAPHIC) 159-SE I __ 770 ,?uouufttl =1l 83°30' % rundum, 1-4 1 ?. 530 (00 /^ ~/. p? ,- J / _ l• fir" - 1GagY B 9ck ??+ FEET 1189 urric3rne T?^.,; 'Roy'! dv no o p y i l TY. ,Byrd Gap "-' •` 87 ? ?r..•._? WAIIAce.Ga ?" r ?/ _/x,37 3 $ l? rte' "; ? ? ?r--•, ?; `_?? ,' i.-., Middl6 Gap` I o`.' _ I ` ` I. L? L Roclc Gap' t .. \ t ., h u I I I r ?? v? '71'C ?tn 7-7 7\ pi lyi!3 i Truo Knob?y i .1 i i • i i i 1,. Y 1 •.1 i i i r r ? r ?v ? i .\a lug . 1•AIL _, ITp I •r /. 1YE ''1 /• 1.91 ••1 _.•/? _? 3 i • H • 1 / S \ Ire 'O .? I' Ike .r !p I b, 1 .r Iall \ _ " J _ 1 Ivd to -° I ? J r I..e L • I , x,) 1 L-orwnonr ,•• "`• \ Im 1 I.M ? \ II,•p 0 DOBSON MTN. \• 1 Ila IF INCORRECT FElLIM4 10 NC DEPARTMENT OF TRA14SPORTATION DIVISION 14 OFFICE 8285862141 WARRANT NO. 9585 DATE 05/04/2000 INVOICE NUMBER INVOICE DATE INVOICE AMOUNT 4. NETAMOUNT 0504144100 I i I i i i i 04/28/2000 $200.00 $200.( Detach Stub Bcfore Depositing TOTAL: $200.001 $200.0 DEPARTMENT OF TRANSPORTATION DIVISION 14 OFFICE P O BOX 37 SYLVA, NC 28779- DATE 05/04/2000 66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA 531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTI C 7 (? ?? ?? r r? r r r•? r r r r? r??• r?• r r•? r•?? r r r r?• Pay ?/tuo tt?t re ?c%iln and apt 0?/? ?0 ??"AZA t;,?;ooiwa?? a? µa?????,rwo,xno;?uio rcw?,uRO,:czo?i, Pay N. C. DIVISION OF WATER QUALITY to the WETLANDS/401 UNIT Order of 4401 REEDY CREEK ROAD RALEIGH, NC 27607 AUTHORIZED SIGNATURE 11100009 SR SO t:0 5 3 l l0 591,t: 1,l+l00nl,1?, 51,11m J?STNt STATE, OF NORTI I CAROLINA DEPARTMENT OF TRANSPORTATION JAMIis B. HUNT JR. GOVGRNoR April 28, 2000 DAVID MCCOY SeCRUARY SR 1302 MACON COUNTY Mr. Bob Johnson US Army Corps of Engineers 151 Patton Avenue, Room 143 Asheville, N. C. 28801 Dear Mr. Johnson: 00Q644 4 . ? MAY l 8 20?1(l ME ? SECIIGN The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain, base, and pavc SR 1302, Anderson 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 troLlt streams (Lowery, Anderson and Cloer Branch DEM Class WS III - Trout Water) and extension Qf 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. PAYMENT RECEIVED Andrews District Office P. O. Box 1551, Andrews, N. C. 28901 rlh-• (9`9) 'tll_,11 r1; c,,... ionoN 4'11 Irmo Mr. Bob Johnson Page 2 April 28, 2000 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. By copy of this 1 I am asking Mr. Mark Davis, North Carolina Wildlife Resources Commis5,N WRC) Western Mountain Region Coordinator, to comment directly to 'y'ou'conccrning the 404 Nationwide Per?nt Requcst. A request will be made on this project for a temporary encroachment in the Trout Water Buffer Zone ol'Clocr Branch and 1 am asking Mr. Davis 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, 1 am requesting authorization to proceed under Section 401 of the Clean Water Act from the Division of Environnncntal Management. (A check payable to Division of Watcr Quality in the amount of $200.00 is attached to this application with the new fce schedule). We would like to begin construction as quickly as possible. If further information is required, please call me at (828) 321-4105. Your early review and consideration will be greatly appreciated. Sincerel?rc an CCo unty Maintenance Engineer BCB/rr Attachments cc: Mr. Richard Phillips, P. E., Regional Engineer DENR Mr. R. G. Watson, 1'. E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. John Dorney, DWQ, DENR (with attachnnent) Mr. Mark Davis, NCWRC Mr. W. H. Lynch, Transportation Supervisor Ill 00(36 4 4 DEM ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT H) Z?l PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1) NOTIFICATION TO THE CORPS OF ENGINEERS 2) APPLICATION FOR SECTION 401 CERTIFICATION 3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT. 1. OWNERS NAME : - 41 97H ?R 11,14 ?- rAr,.7r c?F T ysPo?Ts+ncn/ 2. MAILING ADDRESS: PC,3oz 16' l SUBDIVISION NAME: CITY: ?iJ?eFcJS STATE: J?C ZIP CODE: ?2-890/ PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE) : S,e /,3oZ 'An)t-fR-son! c''eEx-e- .???? rI-IlAeec e,- - 3. TELEPHONE NUMBER (HOME): (WORK) : 62$) 321-'S?/o$ -- 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: ?,eZ.Qnr iaeEcJ 5, W<G Z890/ tk'tlLE : K620)32-1-4105 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): f COUNTY: Iv.4 c. "/ NEAREST TOWN OR CITY: 1 fa tl H lu l.. O a In ?, w IC W m m FI .-1 L. W H - I to • H N T 0? C1 C: C, I O o..t + F W n (, Ul H (V N I W I 11100 UC, wIn w H I ZOUz U) O U I I O w w p W [-• Z U C7?OC7T H L4 .. -3 UF) .-1 H Hv10HW F ?_Ja?FrC vl W N En A ?A U z^ V t.] (_I H L. L. o l:l i ,.] In t IJ IJ tY. r IJ r .L? tr! ur lu 1.1 ?I •-r IJ lJ i l( L. 1 t ~ K 1'1 i:? rn 1 H H 1 F LO C• 1 - 1" U lu Id o. `O rf H N I•. ,-3 O L.) m It, `' W N H It ? W In cu -1 U w C) , H ?I r lu Ll n, ,. n•w0 011- tN l H O W 0 t S L] W LJ . U W W H H H 7: •17 emu, ] ?! z LFS W • 41 lil W ? ,1 .p In In Iq .-1 t0 x '-• S .-1 1 u - vlOr(W I .vl?.,tow . 1 F F- l,l __ U I IJ L) rl W 1'1 F' - ( 1 f.t rC :.. .!. 1'1 r H IJ rl, n, ' L, r I i 1 L. L. r , K F' ' W I rl , - -r O rl L) In -r nl n n, rY r (C r! I!1 ' VI H f? 0, F' Iil LI N t W W Y. r•I 0 G Lr n, IG u ?• .! O T It, 1 1 -, tit V l W Ul - f-1 H (u F ?+ t1 .. 17 (C .-I ) 10 m lH! C w W .J lJ VI lJ CJ - t? O W . <n r H .--I N 0 0 U) It , F' W m N W F• Jl I W IY• ::. 11 L7 .-. w : • N - 111 V I 1 u: _, I.. ;L O r'r lJ C tY. t. H H l) V 1? S Ch r? 0 N: (1 H IJ U (/I V' X. UI H [J' W LL r( - ,_. l tC Ir1 .t - 1 , 1'- - 10 F w U) y 1; z: 1 c) ^ LL W LL 11) .-? .-1 X I O f'I rH) .W CCUV p; 5F; 4• wt.)o LA L-1 F ?] H t: ~ T rf 111 O T w n, O F•H. LL lilw HHW LI • . rf, .-I F LLl ? Irl V) In V IJ rC ri; + 1.1 LJ u cu it F U W H f l Ill 1.1 . 1 .. 1 •• . L. T IJ d I h N W w L, rt: F ?- U f.l 1 1 G 0 i l; H H G U lV O b, C U U) C) Ld U) , ? ? UI IU fJ r1 11: LAI 'L, H rl F f_1 ,1; (i. N 1 W IJ 'i Irl t J rf U l H H m ' lu f- - IY. 'L F r lJ f'• :1: L! H ?r a: H E.. W 1.'t w w r) I lJ t t 1.1 ?] O C1 rt r C ' t1 .[l -• W U H `(J U) N lJ n; u: - ` rj 1 > u, n If [C J i; r ? OG u: u(' ?l l.. rt o? [') n. ! • U Ll I f 7 ": W X O L. :L ILA a lr, . Dr _ `L, C! tip f 1 ` Ir) 1 J 1' U IJ - w 'C n `r tl '-' L , rt 1 t -- L In pl V. r. l l r r CJ f •-. Ct lu ?1 W Ul Cl -' 'j, am 1'1 (L ut 1 t - . ' L) (J rl ._ til '.. _ ' W lJ t) to C. -+ - W 7 1 1 - W w r U 1'1 r l-l lI v 1 lJ ni - 11 L i1u. w .- - rl i.• - . . It -) .- "'ri ? ? - • - I. I S 1 i 7? 1 lit In ^' W l y />: ! ] r: r ) . , .-. ,.. 7. :7 :1: ? • . F - ' J n H F1 O. ( H • la. U lJ W' . II! r . , ') I" :I. , i' - :J -. 1.: IJ to rryy •1 17 IJ 1 fJ -? L] 61 • W W LI N h• rt Li u. ,?J .] tC , .-1 ?, Cn .-] r,J .J O .1 m? U) W H U W tn N n a IV O ej SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC .) : 130 2 fJ,.1??eS0?! KILC,( ' /.J /;An--Z moo. IMPACTED OR NEAREST 6 STREAM/RIVER: CtoBe ?lGN A rtnase y ,ge,4?./cf/ LocJE,¢ N ?2E?,??iJSI!! . i RIVER BASIN: ?z7 -4c Tn1iJ?S r 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 [?l NO [ ] IF YES, EXPLAIN: CJ--? - /ez u_ - 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF C ASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [ 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 [ ] NO [?r 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 [p-' IF YES, DESCRIBE ANTICIPATED WORK: 9 ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 2,91A<ar-5 a. 9b. ESTIMATED TOTAL NUMBER OF' ACRES OF WETLANDS LOCATED ON PROJECT SITE: F- 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: 8 o FT AFTER: 80 FT WIDTH BEFORE (based on normal high water contours): 3- S FT WIDTH AFTER: 3- 5 AVERAGE DEPTH BEFORE: / o FT AFTER: /•o 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 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 MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 112" OF TYPE OF X 11" DRAWINGS ONLY) : z !2Lj"'( (fREE,C CIDEM 04,73 CJSZII ? 1 I?iLL ?? f",4gcrFD LRc/WG Zhu B'?CM,o L. ),y'N 1/0 48'?mo. Ali b eSow ?2 An/Cf4 6cm C44.55 l'is 7'-ro.--) i ilLL Rz I zo,P017c7iE> ZY 4 ACACin/6 Z'i` S?B''G/y/.4 /?i7?/ U ?- 'S?8"CMS 14 /?yL?2ACiG1G 1? CdVi477J.e 6,21 G K !n/uLLI? 4uK /r= K 13. PURPOSE OF PROPOSED WORK: Ta? J/DFn/ AJu!'??G .:?,e /302 ,:L cLcco'c?ance i 1f- d 06571y23G/-rAq ) NeZ>d) T ?fccrJ?r ., y ?7 ?? -moo ?,.goT 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 N NO [) (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 [ ] NO b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ ] NO [ J 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 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OU 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? /CF3iiDE.J77 RL ftd ?l Ck L7Z? Q,9G r, d? laloo? L.4nJD 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 TTv7ENTY 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. ER' GENT'S SIGNATURE 7. ZooO DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) 1 5 macfront CO M.gCON ROAD NAME: ANDERSON CREEK RD. ROAD NO. SR-1302 WORK ORDER NO. 6.972122 FROM END OF PAVEMENT AT INTERSECTION OF SR-1303 TO: END OF PROJECT AT STA. 24+50 0.46 MILES ADDITION: Y E S N O Xx IMPROVEMENT: YES xx NO TO BE PAVED: EEL NO GUY WIRES PO WER POLES TO MOVE: 1 NO CABLE BOXES 11 O GUY WIRES EEL 1 TELEPHONE POLES TO MOVE: 1 YES xx NO RIGHT OF WAY WIDTH: 50' SCALE: 1 50' DATE: APRIL 10/00 i C L 1:1 slope or flatter 1 112: 1 slope or flatter 1 91 97 i /I 4 6' SHLD. '3' / SHLD. ' / ' I I DITCH ' ------------------------------- ------ PIPESALS Poled POLE DATA ANDERSON CREEK RD. PROJECT: SR-1302 SHEET NO. COUNTY.:` .: MACON - 97 WORK ORDER NO. 6.972122 OWNER OF POLES G. T. E. i 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 1 g-w 221 2+75 15 16' 16' 25' MOVE POLE OFF R /W Poled HOLE UATA ANDERSON CREEK RD. PROJECT: SR-1302 SHEET NO. COUNTY: MACON -97 WORK ORDER NO. 6.972122 OWNER OF POLES NANTAHALA POWER & LIGHT r 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 238 8+84 1 12' 12' 25' MOVE POLE 25' LT. OF NEW CL SITE 1 ULp NEW ?I MAGNETIC NORTH STA 1+15 LL C/') 0 1% GRADE V) LL 10'x:3 'x 2' ,' -- 21- --- SILT BASIN TYPE B 5' BRANZ`H` 6 EXISTING 24'x 48" CMP _ S_ ROCK SILT REPLACE W/ 401x 48" SCREEN oo CMP ? ` 10'x 31x 2' ?y TYPE B SILT tP p BASIN 2% GRADE ~ , 1 \ 2% GRADE 1 ? OLD NEW ! CL CL 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 it ? ' 1 1 I I?;! I I I I I 1 I? , I I I I I I! 1 1 1 1 1 1 I I I I I l l l l I I I I I ? - I I I I I I I I I I . , , I I I I I I I l i I ? I 1 I I I I I I I I I I? I l I I I I ? I I-: i l l 1 1 1 1 1 1 , I I I ' I I II II I ?I III II I .I I ? I i ICI I 1 I ? I _. 1 iL+?11ST-2 4--8' 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 ?-- 1I I, I I I I I I I I I I I l i l I I I I ,+ I r ` I I I I I I ' I I I ? -MP--LAlCW 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 ll lil I I I _ 1 1 1 I I I l I I I I I I I I I I I I I I I I I I I II I I I I I I I III II I I ? I IIII II I?? II I I i t I I ( I I I I I I I I II , i I T I I I I I I I l X Q I _ R I ZON T ?_I I I LL - 0 r 9 I I I I I I I ? I I ! I I I I D I E s6IL-,GREE R U; -L I I ' 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 I I I I I I I I ' I i I I _ I ' I ^ ? I I I I r I SITE 2 STA 8+22 OLD NEW e 1% GRADE ? *O MAGNIETIC NORTH 1 1% GRADE ? __S?__ ROCK SILT SCREEN ? B E XISTING 24'x 48" CMP ?. y I y F- in REPLACE W/40'x 48" CMP I TSF & RB SF =&R U_ V' U') 1% GRADE \ \ 1% GRADE I I? , ? I I ! , I l I I I I i l l; ?; l l l ? I I I I 1 1 LI g- I 1 1 1 1 1 I ?? ? -NEW I I i I ? I I I I V I I I i. l I I I I I I I I ? ? l l i l ? I I I I j , I , I i l l l l 1 1 1 1 1 I I I I! I I I 1 I I 1 1 I I I I i i i I I? I II I I , I I! I 1 1 1 1 1 1 I II 1111 I I I 11 I I i II t I 1 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 1 l _ I l r I t I - I I? ? I ? I '' i, ?' I I I I I I I I . I I I I i I IIII I I I I I I I I r l i l I I I I I I I l i I I I l I I I l l I I I I I I I i 1 I I I I _ j ji Ili?lll _J l _ I I I ?I I i I I !it i 1 1 I Iljl? j 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 SCALE:- I I I I I I I I I I "--ZQ V EI ? - ? T 3_GA [r aRZ 4 'S - ? -r -i " c 0 NT ! -- AN DERSOI 4gREE K R _ I i ! - I I C I I I I ? - ?? ? I I I I ? T ? I- ? I SITE 3 STA. 22+00 TO STA. 24+50 121x 31x 2' NEW SILT BASIN TYPE B OLD r? I END BUFFER ZONE STA. 24+50 L` TEMP. SILT FENCE & ROCK BERM STA 22+00 BEGIN BUFFER ZONE L.L = i Ln , \ STA 22+25 END TSD t BEGIN TSF & RB Li • T ? TEMP. SILT DITCH IADD ?AI' (`MF I ? STR.- CHECK DAMS SPACED AS REO. f s--oo 1 SILT BASIN - TYPE B 12'x 3'x 2' 15" CMP. TO BE REPLACED e•oo WITH 18" CMP. LT. TO RT. STA. 4+20 3-50 NORMAN GREEN BOX 20 ANDERSON CREEK RD. FRANKLIN. N.C. 28734 BEG. CHECK DAMS - TYPE B STA. 3+00 - SPACE AS REQ. ?1 (1) END TEMP. SILT FENCE & ROCK BERM AT STA. 2+50 SITE ## 1 BEG. TEMP. SILT FENCE & ROCK BERM - STA. 0+30 2.50 2.00 1.50 0.50 I 5 I o' RI 0 1 V -I I I x,00 i' i I ® I h 3.50 _ I_ Ea I I I ® I_ 3.00 I I I I I 2.50 1 510' RI I I _ 2.00 ? I ?I o I H I I r•so - i I 1, I I I i-NI q °1 F o+So x ?I 510' RI ? I sf00 5TR51L 1 BEG. TEMP. SILT FENCE & ROCK BERM STA. 4+50 ® STA, 4+1 PL END TEMP.SILT DITCH STA. 3+90 -3+70 / (2` (PL ROBERT E.& B. HEWSLEY NASH C/O BRUCE HENSLEY 11 ANDERSON CREEK RD. (2) FRANKLIN. N.C. 28734 (1) ( NORMAN GREEN ) 48" CMP. TO BE REPLACED WITH NEW 48" CMP. LT. TO RT. 1? STA. 1+15 ROCK SILT SCREEN SILT BASIN- TYPE B] 12'x3'x2' I BEG. TEMP.SILT DITCH STA. 0+35 O+O co SM50-2 Z 0+00 I z 0+00 STP50-2 I 510, RI 9+50 I s+? TEMP. SILT FENCE & ROCK BERM _I Ix END TSF & RB STA. 9+20 I N IF 9+00 _ 9+00 I I I BEG. TEMP. SILT FENCE I & ROCK BERM STA. 8+40 e.5o e,so I I 48" CMP. TO BE REPLACED 1 +Vf SITE # 2 - - t - WITH NEW 48" CMP. LT. TO RT. STA. 8+22 8+00 1 8+00 - I- ROCK SILT SCREEN Im N I? • I ts., 7+50 I H 7.50 $10. (1) (GREEN) RI I (GREEN) • I I 7+00 I_ 7+00 1 TEMP. SILT FENCE & ROCK BERM I I I END RIP RAP DITCH 6+50 i_ 6+50 STA. 6+45 - I 6" DRAIN PIPE I I 6+00 I 6+00 I I BEGIN RIP RAP DITCH STA. 5+60 1 '-`- oa 5+50 5+50 TEMP. SILT FENCE & ROCK BERM END CHECK DAMS STA. 5+50 Fa s 10' R1 s+oo I s+-oo STR50-3 Zs+OO 1 ZstOO 51'1750-3 I 510' SILT BASIN - TYPE B 171 12'x3'x2' 14+50 1 1811 CMP. TO BE REPLACED -I? - ® WITH NEW 1811 CMP. LT. TO RT. I STA. 14+42 CHECK DAMS SPACED AS REQ. 1 14+ ® 14+00 I ?G I F' BEGIN TEMP. SILT DITCH I STA. 13+50 HUNTER W. ANDERSON I 7 LONG WOOD DRIVE (3) SHALIMAR, FL. 32579 13+50 13+50 I (ANDERSON) (3) V I I END TSF & ROCK BERM STA. 13+50 I 13+00 1 13+00 - I- I I CHECK DAMS SPACED AS REQ. 1 12+50 12+50 510' R1 I STA. 12+15 I STA. 12+15 PL I ? 12+00 ® 12+00 I? I y H (1) 1 (1) I ® - 1 BEGIN TSF & ROCK BERM SILT BASIN - TYPE B 11.50 STA. 11+50 12'x3' x21 - -I- - -I 18" CMP. TO BE REPLACED WITH NEW 1811 CMP. LT.TO RT. I STA. 11+42 11+00 11+00 I END TSF & ROCK BERM 1 STA. 11+00 I I 10+50 10+50 I Ln x I w 5 I o,ti F RI Z 0+00 1 Z 0+00 571450-d END CHECK DAMS STA,19+50 So (3) (H. ANDERSON) SILT BASIN - TYPE B 121x31x2' CHECK DAMS SPACED AS REQ. TYPE - B 20+00 20+00 5750-4 s 10' RI 19+50 v 1 I y I E+ I 19+00 1 19+00 I_ I I I O H 16+50 16+50 I I 18 I 16+00 I ?. N M I E• ? 17+50 I 17+50 -5 0' RI I I 17.00 17+00 I V I u1 I H 16+50 - I 16+50 I I ® 1 16+00 16+00 I I o N I F' I 15+50 15+50 I I s1o' RI 2s+40 I z (3) (H. ANDERSON) BEGIN TEMP. SLLT DITCH I STA. 18+25 END TEMP. SILT FENCE & ROCK BERM AT STA. 18+25 1811 CMP. TO BE REPLACED WITH NEW 1811 CMP. LT. TO RT. STA. 17+90 FBEG. TSF & RB STA. 17+50 END TEMP. SILT DITCH STA. 17+50 s+oO STR50-5 2S+0O I 2Sf00 STR50 5 ND OF PROJECT STA. 24+50 24+50 k2lx3lx2l ILT BASIN TYPE B I 510' RI 1 - - ? ® I I - 1+50 9'f - f- 1 END RIP RAP DITCH 24+00 STA. 24+20 - 1-2 i (5) I I BETTY C. PUCKETT 23+50 I '+ 3892 BULLOCK BRIDGE RD. - I 28 6' ' LOGANVILLE, GA. 30249 I z I ? I ?- V) + I Er 2, - I- I 32' 2' 22+50 1 - - 510' 2 ;•35' RI R I_ I v BEGIN RIP RAP DITCH STA 22+00 1 END OF PROJECT STA. 24+50 END BUFFER ZONF. STA _ 94?5n 1 ADD 2411 CMP. LT. TO RT. STA. 24+25 (4) G. PARKER DIST. TO WATERS EDGE - FRONT & BACK FROM NEW CENTER LINE BEG. TSF & RB STA. 22+25 END TSD STA. 22+25 22 - I _ 224 \ 541 SILT BASIN _ TYPE B - - r- - 12'x3'x2' (4) I H I GEORGIA NELL PARKER 21+50 21+50 - P.O. BOX 1151 I BEG. BUFFER ZONE I STA. 22+00 811 CMP. TO BE REPLACED WITH NEW 18" CMP. LT. TO RT. STA. 21+83 FRANKLIN, N.C. 28734 ® I (4) G. PARKER pl, STA. 21+15 I STA. 21+15 PL (3) 21.00 21+00 ANDERSON I (3) a ANDERSON F END CHECK DAMS STA. 20+85 ® I I 20+50 _ I BEG. TSD AT STA. 20+50 I I IO BEG. CHECK DAMS STA. 20+00 RI SPACED AS RE END TSD AT STA. 20+15 0+00 ® 1 20f00 ECDS-STA. EROSION CONTROL DETAILS & SPECIFICATIONS STD. NO. DESCRIPTION: I SYMBOL PG. NO. 245.03 TEMP. SILT DITCH TSD _ Vl-2 245.05 TEMPORARY ------- '---r-- DIVERSION ----00- TD - - - - - - - - - - - - - - - - - - - - - 893.01 TEMP.SILT FENCE V1-6 890.05 TEMP. SLOPE DRAIN ?-- ?--- vl-s WITH EARTH BERM 245.02 SILT BASIN _ --- --_--._---- ?1-12 TYPE-B - - - - - - - - - - - _ _ _ -- 895-10 TEMP. ROCK SILT CHECK TYPE-B V1-16 - - - - - - - - 892.02 TEMPORARY - - _ - - - - - " ROCK SEDIMENT DAM V1-20 TYPE-B :Dl - - - - - 897.01 ROCK PIPE INLET _ -"' " - - PROTECTION V1-22 -- 894.01 -- ----- --- ------ --- V1-24 ROCK SILT SCREEN - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - DESCRIPTION SYMBOL EXISTING FENCE: _ - ------- - OR - + --- ------------------ PROPOSED ROAD: ` ------------ ---------------------- EXISTING ROAD: - - - - - - - - - - - - - RAILROAD: _ ----------- --------- - ---------.. CONTROL OF ACCESS LINE--------- . _ . _ . _ . _ . _ ' -? - ' - ' - ' - ' _ C ' - - - ' - ' - ' - - SLOPE STAKE LINE: -? ------------------_..,-_:_----- _ , , • • . _ , -' ?_ ----- --------------------------- BRIDGE: ----------- ------ CONCRETE CULVERT: ----------- ---- ----------- CMP PIPE CULVERT -? WOODS: ..---------- ----------- OR ? - TELEPHONE OR TELEGRAPH POLE: - a - EXISTING: -- .. --- - ------ --o-- PROPOSED : -O- TOWER POLE LINE: -?- - - • - _ . _ _ . - N -- _ • _ _-. , POWER POLE: EXISTING: J PROPOSED a EASEMENT LINE: -? ---------_ _-_-I ,III-??-- GUARD RAIL: SANITARY SEWER LINE: - -?- -S_S. --...? S .S. -----•? - WATER LINE: -? -? ?-•----? ?_ GAS LINE: -_------ -- --- - ---------------- BRUSH BARRIER ---------- ----- ---------------------- - EXISTING CHANNEL : '-" - -- = -- -------------- ?- - - -= i? ------------- - - PROPOSED CHANNEL CHANGE: FIBER GLASS ROVING: _ ------------ F G R -------------------- UNITED STATES 1) EPA RI'ME:N"f OF THE INTERIOR GEOLOGICAL. SURVEY 8 3 113 :?. <,... ty •? Jrboo",` - 'i' I 1\?.\? '1•. `Bht R1? 3 ,,? t ,r _ 22-30 k i 1, tt` ?. w . •. 4 11 i .t'" ?. ', ?: S fcI upf't i • I - 1 ` -,, (_ .. W. t ' ".. 'i` S •-t , t t- I` , f!? , / I ," t 1 j ' • 1 ? r _ ' , ` \t ' Its,, .•`..'. :?li t uf • •! , l,T t? 1J?•`',''' 1? r .) ,I ? _ ?? l? `? r 1 _ r h ? ?? / / +• i •?•? I ?T t t ! r -` ? J. r 4 t ?? if ? 1?' ?'i_•. ` t .. 1 •?, I 1. % o ?,11t 1 • ` )• l ` :..r G?a?p isoo l• IJ , , ?`• ! .h 1.yJl ?'•t r ? i,Qr:nSef Gap leer ?. y\ ?,' / i \ 1 I L r ? , r' J., l 1 1 ? 1400 CQ, ' •I ;I ;•' ? ? ? ? .rte,, 'Y:'•. 0 e `,?. \ Jl t i ?? l ,w r'1 iI` '1 !^ I _1 1 o?0?1W1 \I?l,` Il0 IxBE ! /.10• `.(A ? ?i 'f 1 , ?'j ? ?' •` 1 ?I' /r 1 1 + ?_ \ II e 1 '` - J„? '`\ 1 • f f 1. . ? -?. ' '??-'•-i?1 -/` ' j /\ ) 1 J !o°, 1 _•%,' Q ,I 1I •?_/ill /.. 1 J I ,/ I C steNKn 1 oc `?,, p/al 111r ''?f• ? ? - -"• p C?l5'l b ,• i ? i In G2p • ?, , ''? / .? r i •r ..rv r ., RAINBOW SPRINGS QUADRANGLE t' r NORTH CAROLINA Fir 7.5 MINUTE SERIES (TOPOGRAPHIC) 159-SE F? I - D ?buUUU Fttl) 11 83°30' ` 1 .. _.?? .\?' _ , - _Z• 1- _.... =-,I 35`0/'30' r t L? t' .^`? ) •Qr ` I; J°l \C?rundum'?I° 4p % ti ?\ ? ? _?' ?' ? i ?••-. .(-f ._ tom/ `?? r. ?, 1 / ,. ?Tn,?Fhr urBne.T p C •? ??` \ J 1 0 / 00 N\l ' 1 `? ??,." ?? r/? `,- _ ) Byrd Gap-?:r >? 42 .- ? t : \ ? ^.'t, p {\)/SI'T` r • ?' ?' ?? __i-?__ ? ?-- I _ \ ar ? ( /. ??./' ' • ? J J Aura _._.? , - r; • Wallace Gap a /cov "? '-' ..??? J-? x73 ??• ? \ ?; . i. ?"' ?, - ,1-.? ??-,''' / C c`? ?! All/ ?• Middle Gap I 1l0`' ; - ?I ?t' „ l y rr-? ? Runr.x+ayCiap. V, 9 U A R iE S'; T- l j 1? True Knob IlTa 530 n0o FEET 3189 3188 :i J 'M87 1686 5' i .1 i t i i i I.. 1 Y „o i r r i ? r v 1 / =. 70 1•? ??u . it ?n iu2 1319 i . 14%eb ??og I / I YIe '1 up1 _, ? lu • 1 - i•o A u? A J pC?? ??ae / iue .o ?br 1 iue -• ro ? I / iue i roe c.. 1306 ?3°.! • _ • ', W.?+n i?w r I I 113 t YLo.1 EG T- - . ?C-,R-l or,4 / ib) ,VI C I i i i 1 i 1 I I \ 1 \\ 1 1 DOBSON MTN• \) „} F IF INCORRECT RETURN TU NC DEPARTMENT OF TRANSPORTATION DIVISION 14 OFFICE 8285862141 WARRANT NO. 9585 DATE 05/04/2000 INVOICE NUMBER INVOICE DATE INVOICE AMOUNT NET AMOUNT 0504144100 i I i I 04/28/2000 $200.00 $200.( Detach Stub Before Depositing TOTAL: $200.00 $200.0 DEPARTMENT OF TRANSPORTATION DIVISION 14 OFFICE P O BOX 37 SYLVA, NC 28779- DATE 05/04/2000 66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA 531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTI r r r r r r r r r r r r r r? r r r r r r r r r r r r r r r r r r r r r / d am/ n? and 00/1 00 Pay ruo un re a% oL// art an. v v t;,?:oolw???•??a?-??;??t?two..x?co uw rtun xao xao,. Pay N. C. DIVISION OF WATER QUALITY to the WETLANDS/401 UNIT Order of 4401 REEDY CREEK ROAD RALEIGH, NC 27607 AUTHORIZED SIGNATURE monnnnq I;[i ;ms I"n S i i in I;ql,l: I,,,,nnn-r tzI,II• ?' SLVto y° r-r a7 r ? ?a. STATE Or. NORTI I CAROLINA DEPARTMENT Or TRANSPORTATION .IAMI-s B. I-IUNr .IR. Govf:RNOR SR 1302 MACON COUNTY Mr. Bob Johnson US Army Corps of Engineers 151 Patton Avenue, Room 143 Asheville, N. C. 28801 Dear Mr. Johnson: April 28, 2000 DAVID MCCOY SGCRGTARY 000644 t NDS GPO IMATER UALITY;; The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain, base, and pave SR 1302, Anderson 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 trout streams (Lowery, Anderson and Cloer Branch DEM Class 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 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. PAYMENT RECEIVED Andrews District Office P. O. f3ox 1551, Andrews, N. C. 28901 1?hnnr• MlgQ 1'11_.11W4 c.,... i0110N 1711 i??o Mr. Bob Johnson Page 2 April 28, 2000 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 [lie planned devices arc 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 retrain in place until the project is stabilized. By copy of this letter 1 am q$ king Mc. Mark Davis, North Carolina Wildlife Resources Commission (NCWRC) Western Mountain Region Coordinator, to comment directly to you concerning the 404 Nationwide I'crn?it Itequcst. A request will be made on this project for a temporary encroachment in the Trout Water Buffer Zone of Clocr Branch and 1 am asking Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT) to conurent 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 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 quickly as possible. If further information is required, please call me at (828) 321-4105. Your early review and consideration will be greatly appreciated. Sincerely an C. rch County Maintenance Engineer BCB/rr Attachments cc: Mr. Richard Phillips, P. E., Regional Engineer DENR Mr. R. G. Watson, P. E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. John Dorney, DWQ, DENR (with attachment) Mr. Mark Davis, NCWRC Mr. W. 1-I. Lynch, Transportation Supervisor Ill DEM ID: • 000644 CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT $) Z-? 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: _ ;97H ??avu?ra ?eaw?r .?TF ©{ ;;e .1SPo.e22-7711l 2. MAILING ADDRESS: po'zz SUBDIVISION NAME: CITY: _,-k4eFcJS STATE: /?C ZIP CODE: .26901 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE) : 'Se 1302 , rkex'[ .tw?b /?Jraee.,/el 3. TELEPHONE NUMBER (HOME): (WORK) : 40321--?i05 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: 'r,,eefl, t?q' -r- '0' &,X / z'tr / Z690I 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): ?,QAn1KL//?/ COUNTY: NEAREST TOWN OR CITY: 1 41 I1 H lu lu O Cl a uJ ?' W cr, o. W m L. W .-I •-. I 'r l7 C'C, 1 Oo.K + F W m R. u) .--I <V N I W I In O 0 1-) (O.) to w ;o ZOUZ In O u O w w l? W Lry O O 5 V)i a F=• H U) O ? Win, :•=NRt: En W En En A U z W V to Ct Ft L. L. W I G a r., i Y. W c!. lV u t lu 1.1 ?r ,u 1.1 IJ '~ , .j 4, F- rt' a i. r_ F ui C U WL1 a C) Ll fT rt. j W H n! N ; O a 1_Jr - j? p t,)o .-I V) to Lt W U r , 'ic :. i t = IN [) (l H L) W W W l., (- W H H H ?. I_ H (Y. H (L •1) , u, s+YF:z to • W lil W (Q (t, 1, (n x ;v ? w Lr I ,y, tf' ? 'f H I Y , VI L. V _. C) 1 IJ L W L] 1't t , ^ ! 1 1,1 . rC '1, ''I H H ICI rl: n, L, W? ? f-• y 1? H rl U Ll U n: H ^' a I r i A o- T vl 1, n. ,[ r cL I In .? (y ,.? fn !n H F^ 1.1 lJ N 1; f? Or W lJ _ 0 01 2) ( 7 lf, O In R. IL U, a 1,) t/l to fn r` H r-+ •--1 N O O W F) F W Rr N I. tJ w (,I If: F., r r H l) G II :t Or Ih U) ? to I l[: VI 1 t t+ H L. - W F-- W lJ (L tC _.' ) ?O w rL r H(t C) I 1U o to .- ^ I.t rV W , L .: w :: W u. H W U.)(. t a F a ... r I, N t,! C' H ?' r I, H Z: 1; t" () S (5 ct, n, H H :1 W a- A ^SU.wF- f!. F Ct 1.1 .1 11 rrl r? 1-, tr IJ a. N L. 1: 17 '1 r- w U 11 W .t: F-• 1 1 G Li W L.1 : ._ G 1' rl ?? ? t? N O U1 U O ?) fry u F^ i% fU q O L) .-f r, ' l H rf n? to f I? .V N V rf rr I V , w l l 'r to - 41 f.l .n W r- -r IC 'L' H r _ ? lJ f?' :i LI H a I, 1 H Fa ? n) H ry 1 W In to H W rl I lJ 11 lJ 1 l 1 (? 1 O C) rl '- r a I1 I '(' L7 H 'Ct ul •• N L .. lil rl, n: ` It f) n rl' L ( rl , l UI r - tL 1.1 H (xr ._) lu rt a. n: F , lr. Ll 10 ,1, I :): I1 W L, :L rD O U 1.. ?., p. F-• O F. 1•. ., r! 1.1 'C f+ H ) (rl .-, tJ L1 [{1 O (`? r F Id I_ 1 lL ?• (:1 t4 () N ; i r• tr f '_ . ) , 1 ( (t. (1 lu a I.1 Ul C) z. l7 (r ut 1_) ?- • Li r (t - ` l (1 .. 1.1 '.. _ w 1.1 l) 14 C. '- W r', r 1.1 I7 1? - 1 1 t t /J ll^I ' In In U a) I" ul C 1 (fl 1 a !rl ..1 .? 1 '?? 11. ,I• . IC ... -, r .. 1 - , ._ r, to W H U w tn N n a r.l el SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) : 5,2 13o 2 An1bE.eSo.f ('1649 klg`t> 1,-J /l,19to,? fo. 6. IMPACTED OR NEAREST STREAM/RIVER: Cto?,e ¢,y?lcN .??J ?EiLSov,G?.+?/cf/ Lo?.?E, eN aEt-wcJsw! y RIVER BASIN: ! iTT GF iJnlES<fF F 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: 6):. - 7,-e,,,,-7- 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF C ASTAL 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 909 PERMITS BEEN PREVIOUSLY REQUESTED FOR,USE ON THIS PROPERTY? YES [ ] NO (?r IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 901 CERTIFICATION): 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES [ ] NO [?r IF YES, DESCRIBE ANTICIPATED WORK: 9 ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 2,9 /*--aC6 a. 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: F- 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: So FT AFTER: 80 FT WIDTH BEFORE (based on normal high water contours): 3- S FT WIDTH AFTER: 3-:5 AVERAGE DEPTH BEFORE: /0 FT AFTER: /.o FT (2) STREAM CHANNEL IMPAC'T'S WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: V/ V CHANNEL EXCAVATION: OTHER: CONSTRUCTION OF A DAM/FLOODING: 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 BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS ONLY) Z owo'e•( C,eBF..r C7J1'111 C" Z;%3 LJST? Z2.1 ? L.JIL4.2E 1 ioWrED C?y z A " / T) DrM C445:5 tjs Z - ' q 11 '1c/ /% A. gal B- CM,o tai -rA #y CN(P l-"b . -scw 8 e h ( ew" - / RE I-e /'j I L ylg krE3 Zy A? C' N16 i/l1lele"2 wLl Yo ?ybweitiG1e- 13. PURPOSE OF PROPOSED WORK: ?L ?/?F.,i ?I?JD ?`A?C -54 1302 ,;i, cLccoy-W46Ce 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 M NO [] (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 P4 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 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? /CE?i ?F.J77 aL ftdQlCt-. [.TG?,Q AG ?, d,•rT i.Joo? C..gn1D f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? g. SIGNED AND DATED AGENT AUTI-IORIZATION 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. ER' GENT'S SIGNATURE ? 7, Zooo DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) 1 5 macfront CO w--- ZM gCOrT ROAD NAME: ANDERSON CREEK RD. ROAD NO. SR-1302 WORK ORDER NO. 6.972122 FROM END OF PAVEMENT AT INTERSECTION OF SR-1303. TO: END OF PROJECT AT STA. 24+50 0.46 MILES ADDITION: YES NO xX IMPROVEMENT: YES ? NO TO BE PAVED: YES NO GUY WIRES POWER POLES TO MOVE: 1 YES Xx NO CABLE BOXES 0 GUY WIRES 1 TELEPHONE POLES TO MOVE: 1 YES xX NO RIGHT OF WAY WIDTH. 50' SCALE: it? = 50' DATE: APRIL 10/00 C L ? I 1:1 slope I 1 112: 1 slope orflatter ? ? /• I I -? or flatter i /. /I I 9, 9, 4 / • 6' SHLD. 3' / • I SHLD. / I DITCH ' PIPES.XLS Poled ANDERSON CREEK RD. PROJ.ECT:.:: SR-1302 COUNTY:>`;' MACON - 97 I SHEET NO. )RK ORDERNO. 6.972122 ? OWNER OF. POLES G. T. E. DIST.: _ FROM., : DIST:.: FROM DIST. TO: r : CL OF CL OF CIL OF PROJ. POLE PRESENT RD.:: PROJECT AFTE :MOVE STATION NO _ RT.: - LT:: .; RT:: LT.. Rr LT.'... . REMARKS 1 g-w 221 2+75 1 15 16' 16' 1 125- MOVE POLE OFF R/W Poled ANDERSON CREEK RD. PROJECT: SR-1302 ........................ COUNTY: MACON -97 I SHEET NO. WORK ORDER NO. 6.972122 .OWNER OF POLES A 8+84 1 1 1 12' 112' 1 125' 1 MOVE POLE 25' LT. OF NEW CL I I 1 1 1 ? I" : i l( l l l i l l l l i l l i l l i , ? I , 1 I 1 1 1 1 I I I 1 I I: , I 1 1 1 I I I i V I I I I I I t I 1 I 1 1 1 I I, ; ? ? , I I I I I I i 1 I I I I I I I I I 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1; I I I I I? ! 1 1 1 1 1 I l l l I I I I I ? I I I I I 1 1 1 1 1 1 1 1 I l i i l l l l l l l l I 1 1, I I I I I I 1 ? I I 1 1 1 1 i l? 1 1 1 1 1 1 1 1 1 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 11 1 I 1 I 1 11 I ' I I I I I I I l I l l I I I I I I 1 I I I I I I I I I I I t I I I I 1.1111 I 1 1 I l r l l -I 1` I I I I I t l l l I I I i I 1 I - I I - } I I t _ +- ? I I I i I I I_I ! f I I I I! I I 1 1 1 1 I I_I ? -I I I 1 1 I -I I I I I I I I I 1 1 1 1 I ' I ! 1 1 1 1 1 1 1 1 I I 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' I I I I I I I I I I I I I I I I I I I I I I I f 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 1 1 1 1 1, If 1 LL I I I I I I I I I! I I I I I I I l l l l l f l l l I I I. 1 1 1( 1 I I I I I - I I i I I I I 1 I I I I 1 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 1 1 1 1 1 1 1 If I I I I I I I I I I I I I 1 1 1 _I i I I 1 I LL r -' 1 i-I J r I I I J T I 1 1 I I I y 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 I I I I I I I I 1 1 1 1-I I I I I1 I I )_j ?I 1 1 1 1 I 1 1 i l 1 I I I I 11 I I I I I I I I I I 1 1 1 1 1 I I I 1 1 1 1 1 I I I I I I l I t I I I h i l l ' I 1 I I I I I 1 I I 1 I I , 1 I '' I 1 1 1 I I I I I I I ? I I l l l 1 I I I I? i, I? 1 1 1 1 1 1 1 1?' V I I I I I' l i I I! I I I I I I C I I, - V I I I I I I I I I I I l I I? I l l I I l l t t! 1 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 I t I I 1 1 1? I I I I 1 1 1 1 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 1 1 1 1 1 1 1' I I t I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 V I 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 I I I I I 1 ' I I I I I I -? r I+ L l II I I I t I 1 1 it :? 1 1 I if I - ? , , 1 I I i I I I 0 0 -EDr,-P-OF--RROP-OSED-P<OA --'ESE-OF-EXISTING-ROAD - - , I ' o I ' C% 0 _ I EDGE-OF ROAD 1, ? I I t I 1 I? ? ? I I 1 1 1 I I I I ? V I I I i; l l. I l l 1 11, I, 1 i 1 " 1 1 1 1 1 1! 1 1 1 1 I I I I I I , ! I 1 1 1 1 I I I I •. 1 1 1 1 1 1 1 1 I l l l l I I I I 11111 1 y+?.. 7 1 7 n 1 7 ? 1 /? 1 1 I l i I I 1 1 1' V I I I l i I I I `? 1 1 1 S:.UGE-GF-PR0POSED-,ROA I 1 1 1 I I 1 I I I I : I I I I I I I I I I, I I i t i l l ' I I I I: I I l l i l l 1 1 1 1 1 I I I ? ? ' i I I - i j 1 ? I y l; I, -- 1 i - I-I i) l i I I I I I I l l l I_ 1. I IF I _ I T' OIP I I I I i I I I I 1 I I I I I it -0F'-C t l 1 r I1 I I I-I I1 -1 1 T I 1 i I I I I 11 - l l l f l l l l l I I ! i I i! t i l l 1 I I I I I 1 1 1 1 1 l l( I I I I 1 I 1 1 1 1 1 1 1 ,? ' I ,N 1Q , ED "F-WATER. 11 I 1 1 11 1 l l l l l l l l t, l l( I I I I I I 1 f i ll I I 11 I! 1 ? I I I , 1 1 I I I I I I I I I I I I I I I I I 1 1 1 1 1 I I I I l ?O 1 I I I I l l f f i l l I I I I l i I I I I I I I I I I I I 1 1 I I I I? I l l l i i l? l l l l l l I I I I I l I l l i I I I t i l l V I I I 1: 1 1 1 1 1 1 1 1 V I I I 1 ? I I I I - I! j ! l i l , I I I ( I I i I I 1 1 1 I 1 1 1 1 1 I I I I I l i i I 1 I I ? !! I I I ? I I I! I I I I I I 1 1 11 1 1 I I 7 +- 1I I _ I I 11- I? ' I I I I 1 1 , I I 1 I 1 I! 1 1, I I I I I I 1 ? 1 1 I I I I I I I 1 1 1 1 1 1 1 I I I I 1 1(! 1 1' 1 I ? I I ' T 1 I I I I I I I I I I I 1 I I I I I I I? I I i l l l l l l I I I I I I I I I I 1 1 1 1 1 1 1 1 1 0'-OF?REEK-BAN 1 I I I I I t 1 1 I! I I I I 1 1 ' 1 1 1 1 1 I 1 I tl I I I I I I I I 1 1 1 1 1 1, I l l l f ! t l I I 1 1 1 1 I I_ I I I I I I I I I I - _? ! i I_ I -- I i i? l I, i I I I- I 1 1!- I I I I 1 I I I? I I I 1 1 I I I I I I i l l l l I I I I I I I 1 1 1 1 1 1 1 1 1 t j I I I I l l f l 1 1 1 I 1 I I I I I I i 1 ? I I I I I( I I I I I I 1 e C o O I + I I ? .0 .Q 1 1 1 I I I I 1 1 1 I I I I n t l I' I? f? I I -' ?I I I I I I I I l t I I I I I I t l I l l l l l 1 1! l l l, l l l I I I I ! I I I I I I I 'I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I ? 1 I I I I i t I 1 f 1 I 1 1 1 7- i I 1 t I I I I ?, I ? I I I I I , I I I ?' I I- I I I I I I I OLD NEW SITE 1 ? 'i-11 MAGNETIC NORTH STA 1+15 LL Lo D 1% GRADE V) LL- tl) ~ 10' x:- 3' x 2' H -- ??-? ' SILT BASIN T TYPE B `' BRANL;Ii h EXISTING- 24'x 48" CMP "; ? _ ROCK SILT SCREEN REPLACE W/40'x 48" I GMP s- 10'x 3'x 2' ` TYPE B SILT c(1 BASIN 2% GRADE 2% GRADE OLD NEW CL ' I l 1 1 i l l l l 1 1 1! I 1 I I I I I '' i ,? 1 I I I I I I . I ' 1 I I I 1! 1 1 1 1 1 1 1 1 1 I I ?. I I 1 I' I? I I ! 1 1 IIII 1 , I I I I ! I 1 1 1 1 1 1 1 I I I I I I I I! I 1 1 1 I I I V I I I 1, V 11 I 1 ??? - . I I ' 1 1 V 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 ' I I I I I I I I I I t l l l 1 1 1 1? I I I I I I I I I I I I ? 1 I I I I ' I I I I I 1 1 i ? I I 1 I I I I I I 1 1 ! 1 1 i l I I I I I I 1 1 I t I I I I ( I I I I ' ' 1 I I I I I I I I I I I 1 1 1 1 1 t H I I .I 1 1 1 1 ' 1 V I ' I I I I I ( I I I I! 1 1 1 ? ! - I I 1 1 1 1 1 1! 1 I I I E 1 1 1 I I i ! ! T XIST 241x- 48- {-CMP I 1 -j . I I I I I I 1 1 1 1 1 1! 1 I I ' _ I_ ! I I I I r l I?? ?! I I I I I I I I I I I I l l! I t! I I I l i I I I 1 1 1 1' 1 I I I I I 1 I I I ,! I 1 I -- 1 I I I I ! I' I r 1 I ( I I I I !II I I I I I II I ? -REPLACE-W ?40' x?? ' I I I 1 1 1 I I I I 1 I i "i ?_?}?p I ";'? I I II II ?II I I ! 1 1 1 1! 1! 1 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 I I I ? I I JJ '- (? I I I -I I' ? I l l I I II I T 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 1 1 1 1 1 1 I I I I I I 1 1 1! 1 1 1! , II II ill llll! II I I I I Illllil 1111111 I III I I t I I I I I! I 1! IIII II I I I I I I I I I I i l l I I I I I 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 l l l i? l I I I I 1 I I! I 11 1 1 I l l l! 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 1 I I I I I 1 i 1 I I I I I I I I I i I I I I I I; I l l I!? I I , , ? , R I I I I I I I I I 1 1 1 ! 1 1 1 1 1 1 _ I I ! I?-1302 ' V' I I' I I ' 41- I I I I I -i JORTLONT I I I -inr1T!?I I I -_7T? I 1 I I I I I I I I I I I I l l l l l l l l l l t I I I I I ! ANDERSON-CREE ?RD. ;; I I I! l I l l l l l l? i i i i l ' I, 1 I I I I I I I I I I I I I I l l l l l t ? I I I I I I I l i l l l l l l l j ? ! , l l! !! I I I 1 I ! ! ! 1 I ! 1 1 1 I I I I I I I I I I I l l r ' t l l l! I I I 1 1 I 1 I I I I I I ! ? 1 1 1 1 1 1 1: 1 1 I I 1 1 1 I i 1 I I 1 1 1 1 1 I I I!I, I I I I I I II I I I I I 1 ! I I I I 1 I I I I I I I I I ?? ! I I I I I I I I SITE 3 STA. 22+00 TO STA. 24+50 NEW OLD I I ?' I END BUFFER ZONE STA. 24+50 TEMP. SILT FENCE & STA 22+00 BEGIN BUFFER ZONE I ROCK BERM I I 1 f I L ' i Ln STA 22+25 END TSD BEGIN TSF & RB I ? I ? TEMP. SILT DITCH SCALE: 1" = 20'. HORIZONTAL 1" 40' VERTICAL 12'x 3'x 2' SILT BASIN TYPE B nnn mll rm-a- STr?-1 I CHECK DAMS SPACED AS REQ. r Sf-OO ® 1 1 StOO I 510' RI I 4.50 .50 SILT BASIN - TYPE B T 1 12'x 3'x 2' -- 15" CMP. TO BE REPLACED 4.00 i- , 4.00 WITH 18" CMP. LT. TO RT. STA. 4+20 I NORMAN GREEN BOX 20 ANDERSON CREEK RD. FRANKLIN. N.C. 28734 BEG. CHECK DAMS - TYPE B STA. 3+00 - SPACE AS REQ. I END TEMP. SILT FENCE I & ROCK BERM AT STA. 2+50 SITE # 1 I BEG. TEMP. SILT FENCE I & ROCK BERM - STA. 0+30 f STA 7.50 3-50 I F' I I •00 I v 1 I I 3.00 7.50 I I 1 1 510. 2.50 ZRI I 7.00 I 1 2+00 I N I H I 1.50 1 - I 1.50 I I I .50 _ I I N D OI Lo cn H .50 x yl s 10' STP51 1 BEG. TEMP. SILT FENCE & ROCK BERM STA. 4+50 4+ / (2) <PL END TEMP.SILT DITCH STA. 3+9 -3+70 ROBERT E.& B. HENSLEY NASH C/O BRUCE HENSLEY 11 ANDERSON CREEK RD. (2) FRANKLIN. N.C. 28734 (1) ( NORMAN GREEN ) 48" CMP. TO BE REPLACED WITH NEW 48" CMP. LT. TO RT. STA. 1+15 ROCK SILT SCREEN SILT BASIN- TYPE B 12'x3'x2' I BEG. TEMP.SILT DITCH STA. 0+35 R) O ? 1 Of-O STRSO-Z END TSF & RB STA. 9+20 BEG. TEMP. SILT FENCE & ROCK BERM STA. 8+40 10-00 I ? ZOtO® I s 10' RI 9+50 - i-_ 9+SO f I I? I as I? C/1 IF 9+00 9400 I I i i e.so e.5o -I STP50-z TEMP. SILT FENCE & ROCK BERM I 48" CMP. TO BE REPLACED SITE ## 2 -- ?"- WITH NEW 48" CMP. LT. TO RT. c STA. 8+22 I 6.90 - I -- 1 6'00 ROCK SILT SCREEN = I? N 7.50 7.50 I 1 (1) RI W- (GREEN) (GREEN) I I 7+00 1_ 7.00 1 TEMP. SILT FENCE & ROCK BERM . I I I END RIP-RAP DITCH 6+SO _ I 6450 STA. 6+45 A _ - I 41 6" DRAIN PIPE I 6.00 I I- 6+00 BEGIN RIP RAP DITCH I I STA. 5+60 s.so I °b 5 +50 TEMP. SILT FENCE & ROCK BERM END CHECK DAMS V I ST A. 5+50 510. R I _..L._ I =1= s+oo v - - sfoo P S7R50.3 ZstOO I ZsfOO STR50-3 I 510' SILT BASIN - TYPE B RI 12' x31 x21 r ® _ i 14+50 1 18,1 CMP. TO BE REPLACED - - - l? . WITH NEW 1811 CMP. LT. TO RT. I CHECK DAMS SPACED AS REQ. STA. 14+42 I 14+ 14+00 I o BEGIN TEMP. SILT DITCH I STA. 13+50 HUNTER W. ANDERSON I 7 LONG WOOD DRIVE (3) SfiALIMAR, FL. 32579 e3+50 13*50 ll;:?. (ANDERSON) (3) I I END TSF & ROCK BERM STA. 13+50 I 13+00 1 13+40 - I- I CHECK DAMS SPACED AS REQ. I 12.50 12+50 510' RI I T-1 STA. 12+15 I STA. 12+15 PL I N 12+00 ® 12.00 - I? I ? H (1) I (1) I BEGIN TSF & ROCK BERM SILT BASIN - TYPE B ® _ 1 11+50 STA. 11+50 121 x31 x2' - - -f- - -I 18" CMP. TO BE REPLACED I WITH NEW 1811 CMP. LT.TO RT. I STA. 11+42 11+00 - 1 _ 11+00 END TSF & ROCK BERM STA. 11+00 i I 10+50 10+50 I a w 5I 0'm RI ur- ZOf00 I ZOt00 5750-0 20100 I 2p? p® . I 510' tom. END CHECK DAMS STA,19+50 R1 . _ 1_ 19.so I (3) (H. ANDERSON) SILT BASIN - TYPE B 121x31x2' v I a 1o I E'' I 19+00 I_ I I 19+00 I I cn I H 18+50 -I I 18+50 -18 V I ® 1 18+00 - STR50-4 (3) (Ii. ANDERSON) BEGIN TEMP. SELT DITCH STA. 18+25 END TEMP. SILT FENCE & ROCK BERM AT STA. 18+25 E18 CMP. TO BE REPLACED NEW 18" CMP. LT. TO RT. 17+90 1 H z 17.50 17+50 510' R I T?- I 17.00 I 1 -I 17.00 I I I H 16+50 I 16+50 ® I I 16+00 i 16+00 CHECK DAMS SPACED AS REQ. I TYPE - B I H I 1s.so _ 1 15+50 I 510' I t-R BEG. TSF & RB STA. 17+50 END TEMP. SILT DITCH STA. 17+50 Z5+00 1 ZStOO STR5a5 25fOO 1 2StOO I 510' RI$ END OF PROJECT STA. 24+50 20+50 T9 24+50 29'14 r -L SILT BASIN TYPE B ® I - 12'x3'x2' - - STR5a5 END OF PROJECT STA. 24+50 ENS D BUFFER ZONE STA. 24+50 I - I- ADD 24" CMP. LT. TO RT. I STA. 24+25 END RIP RAP DITCH 2e.o0 _ _2 + STA. 24+20 I I (4) I G. PARKER (5) BETTY C. PUCKETT 23+50 3892 BULLOCK BRIDGE RD. LOGANVILLE, GA. 30249 PL STA, + I I I ? 1 H 28 ?3- 61 1? ST 2 , - I- I I 32' 22+50 I 2 510' `2+ 35' \ \ R1 I v BEGIN RIP RAP DITCH STA. 22+00 22 00 2241 i ? SILT BASIN - TYPE B 12'x3'x2' - - ?- - - ? a (4) 1 H GEORGIA NELL PARKER 21+50 I - 21+50 P.O. BOX 1151 FRANKLIN, N.C. 28734 A [tiTi I DIST. TO WATERS EDGE - FRONT & BACK FROM NEW CENTER LINE PL BEG. TSF & RB STA. 22+25 END TSD STA. 22+25 4' BEG. BUFFER ZONE STA. 7.2+00 F 8" CMP. TO BE REPLACED ITH NEW 18" CMP. LT. TO RT. TA. 21+83 STA. 21+15 1 STA. 21+15 (3) 21.00 21+00 ANDERSON 1 a F END CHECK DAMS STA. 20+85 0 1 I 20+50 I I 10, BEG. CHECK DAMS STA. 20+00 RI? (4) G. PARKER PL (3) ANDERSON BEG. TSD AT STA. 20+50 SPACED AS RE 1END TSD AT STA. 20+15 OtOO © 1 20+00 ECos 5,k. EROSION CONTROL DETAILS & SPECIFICATIONS STD. NO. I DESCRIPTION: SYMBOL: IPG. NO. 245.03 TEMP. SILT DITCH TSD - - - - - - - - - - - - - 245.05 TEMPORARY ------ - --" --r-- DIVERSION TD - - - - - - - - - - - - - - - - - - - - - 893.01 TEMP.SILT FENCE - - - - - - - - - - -- - - - - 890.05 TEMP. SLOPE DFLUN - WITH EARTH BERN-1 T ---------------------------- 245.02 SILB.ASIN ? n-PE-B WA - - - - - - - - - - - - - - - - 895.10 TEMP. ROCK SILT CHECK (? V1-16 TYPE-B Q Q L- - - - - - - - - - - - - - 892.02 TEMPORARY ROCK SEDIMENT DAM i TYPE-B IDI ---------------------- 897.01 ROCK PIPE INLET - VI-22 PROTECTION 894.01 -- ----- ---------- -- VI-24 ROCK SILT SCREEN - - - - - - - - - - - - - - - - - - - - - - - - - - - DESCRIPTION SYMBOL EXISTING FENCE: = OR - + --------------------------------- PROPOSED ROAD: EXISTING ROAD- - _ _ -- -------- RAILROAD: ----------------- -------.. CONTROL OF ACCESS LINE--------- --------------------c STAKE LINE: BRIDGE: ---- --------------------------- ------------------------------ CONCRETE CULVERT: CMP PIPE CULVERT --------------- ----------------- _ _ WOODS: --------- - OR ........................ TELEPHONE OR TELEGRAPH P OLE: = EXISTING: -•o- PROPOSED: -O- TOWER POLE LINE: ---------------------------r--------- - - o - p - v POWER POLE: EXISTING: J PROPOSED d - - EASEMENT LINE: /-?I?_ --------------- ------- GUARD RAIL: GUARD SANITARY SEWER LINE: ----------- -_ { S. S. - ------ S.S. --- - - - WATER LINE: _ - -I i i - - LINE: GAS ? --------------------------------- BRUSH BARRIER - } - - EXISTING CHANNEL : , ------- --------- -- 3 -' + ?- - _ °}- - •- - ------------------------- ? PROPOSED CHANNEL CHANGE: ------- FIBER GLASS ROVING: ------------------- ? F G R . ------------------------------ UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL. SURVEY f'?> r1.1 ; ! ? 5 ??iw?L=rti'GL G • I1.•rl,. •/:,, •.l ,::1 111 3.]"+0' 173:.. ,E '1? 'n•<;:ni,:lli3? s, w ?q :?•?t,• :.? r,•li ; .I? jh??-.?' ? .?gt•}R1?•,3 ?ir. ••t,• _ Lt (, v t Y- i i.9t°1 ?,'.' •l - s y?3o ?.j /J• lChupil it, n??).tv-?I1. t-"_ •/?i r? _ 1.. ?/' t ,t l?l --? I ?! ??, c ' ,? 1 'll l i f ?\,?C,. /T? + o ') " /? ' (?, t . ???;, l !r! ...•. -` •.? ft .t t, 1 t; ...-, t ? I'• It( ?? ,,,1 l._ ?? _- - 1/ ! ? . ; ,:.-_-?• `i ?` 1. i•• =? -^'/. ? 'i ?U•?? • f? ? ?1-l?i?fl ' \-! ???! lI 1 t' r'? •. ?.1 ? -? ! (-•; '1 t'c' ^'-' `''? f? ?'` `ifs tl'I ••°':`' \` __-::?,_ J ; 1, ? tl. .?? r-=a. .. t'i'p rl "_ •?n ,?, ,:?!_, _ )? J 1 _ l?`'•,?? 'i: 1 ?:.. :( _ IHarriso 7d00? .?, . ., t Gap lei! _ _:R4J. ? -/ ; "?;' ? ,'. ?1<.? !' ''? ? ???6cD:;•'• ! .`j ` r Y .? /-; \ .i / i? : / .. ? I III ,! ,/ f_ •. ?..? •, • 1. 1,". ;.`1 ' ?` t ?.• J?'• ; .c ? 1, V :r.( ;'t', ,' •; ' _y?^,''?-; oo? ?tt ©;t •`i??.1 !, /? m 1 !:e of ail` rnn ?b til ' 1. '`.' ?• ? - /JL1?DD? e1 I j: r o•: Iti ;. I RAINBOW SPRINGS QUADRANGLE NORTH CAROLINA Fir 7.5 tdINUTE SERIES (TOPOGRAPHIC) 159-SE 1. ; 270 i bu Uuu Fttl l 271 83°30' ... ?. J 111/11'. ? W 1 1 .. `• ,J'.. ?.: - ,. Wl R/ Mossy Back. t r lu??ne / f??. {•• All 0 Rol dv r10 __ ;?; . ??r. / f , \t -32 \• \,-8rJd Gap!: -='-- N. A` 121 _ :?,?.- --' `,? .. ?.' .. ? ' ,•S. 1 •'`° cam'-?-/'"_. r •-- .:i•rl Wallace Gap ; \?r >l/5.t?°r ' • `1.'..;o ?_ '`? • l' ?-) .- - - - '? '? _.3736 Jr._ ?? ;??' •.\• ?,?? ??-. ? /.. ? ? L^\ (7M, ddl6GaP? t 110`.' / . Rock Gap ,? \ 7 l \^Runaria?,CiaP 1 ' ,.l, '1 /? rte/ / ?I •"?i.-?-t \' ? \, y / 7• . 64 \?'. ` .11 ,I, f ,1 1 , tl q?i ?Ei ?, 1 t ?? .t i ,•1 11 _, \i ?i 1i11. ? ?.: • \ t \ , , , r / • . ?) r ` . " Y ? ?'. L:,, ? _ 1, l t. i Otf? ?` w -A ) , tsmina Gna .1 j anth. 530 n00 FEET 3189 3183 J, J C 1°81 3686 5' i .1 i \ . i 1 I.. 1 rno 1 •.1 i 1 i /.. i i •'v i 1 ' 1 i 'V \ I ' •1 1 1. r+ '\ inn j Y2 a.\ I r±v ? . / • Ilr? i goy Z \ / F 1 IZE '1 upl _ 9 I.so ' =v .r I d, J I Ise 5 Ire a. - ao.1 ,.. 1 ? x \ y OOBSON 4TH. IF INCORRECT RETURN 10 NC DEPARTMENT OF TRANSPORTATION DIVISION 14 OFFICE 8285862141 WARRANT NO. 9585 DATE 05/04/2000 INVOICENUMBER INVOICE DATE INVOICE AMOUNT ? ;}???il NETAMOUNT 0504144100 I i i I 04/28/2000 $200.00 $200.0 Detach Stub Before Depositing TOTAL: $200.001 $200.0 DEPARTMENT OF TRANSPORTATION DATE 05/04/2000 DIVISION 14 OFFICE 66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA P 0 BOX 37 531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTI SYLVA, NC 28779- //ulzdred 2o/?arl and r r??? r r???? r r? r? r r?? r r r? r r r r r r r r??? ? Pay ?'7uto nt 00// 00 Pay N. C. DIVISION OF WATER QUALITY to the WETLANDS/401 UNIT Order of 4401 REEDY CREEK ROAD RALEIGH, NC 27607 t?, oolw?-r????????-?y„rwo,ttxo u><o rcwr u?o u?o0c. ?-.- AUTHORIZED SIGNATURE Iloonnno9 SH SIi' 1m 5 i i in ;91.t: t.oil nnn„or, I;Luu e w SiAh y r •+. Y STATE OF NORTI I CAROLINA DEPARTMENT Or TRANSPORTATION .IAMI:s B. HUNT P. GOVERNOR April 28, 2000 DAVID MCCOY SECRETARY SR 1302 MACON COUNTY Mr. Bob Johnson US Army Corps of Engineers 151 Patton Avenue, Room 143 Asheville, N. C. 28801 Dear Mr. Johnson: 000644 L-W-ETLAMDS .• WATER'k il.L,_ The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain, base, and pave SR 1302, Anderson Creck 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 trout streams (Lowery, Anderson and Cloer Branch DEM Class WS III - Trout Water) and extension Qf pipe culverts, we are requesting authorization under Section 404 of the Clean Water Act. 1 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, 1 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. PAYMENT RECEIVED Andrews District Office P. O. Box 1551, Andrews, N. C. 28901 rn,,,,,,-• rv?Q? 1?I_.11r1C r..... to',oN 1'11 ?,no Mr. Bob Johnson Page 2 April 28, 2000 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 rocksill 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. By copy of this letter I am asking Mr. Mark Davis, 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 Clocr Branch and 1 am asking Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT) to comment directly to me concerning tlic 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 Division of Water Quality in the amount of $200.00 is attached to this application with the new fce schedule). We would like to begin construction as quickly as possible. If further information is required, please call me at (828) 321-4105. Your early review and consideration will be greatly appreciated. Sincerely an C. rch County Maintenance Engineer BCB/rr Attachments cc: Mr. Richard Phillips, I'. E., Regional Engineer DENR Mr. R. G. Watson, P. E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. John Dorney, DWQ, DENR (with attachment) Mr. Mark Davis, NCWRC Mr. W. H. Lynch, Transportation Supervisor Ill DEM ID: .4 4 CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #() Z-?o 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: 4o97H /+Rou?l?a ?rlEwTr ©? T /ysAoeT/aT7onl 2. MAILING ADDRESS: PO ' zX SUBDIVISION NAME: CITY: ?nlFcJS STATE: /?C ZIP CODE: .ZB9o/ PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE) 's,e /3oZ CeEfx ,EJar?b /??i+eo.,/ C 3. TELEPHONE NUMBER (HOME): 4. IF APPLICABLE: AGENT'S Ni PHONE NUMBER: (WORK) : /S76)321-'S-,/o5 OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, 'iaeE? J 5, Ale- 089o/ : x'626) 32/- -1105 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: /)'/, ."/ NEAREST TOWN OR CITY: feA?K<??/ 1 lJ 1 t-1 0 0 M-1 W (b .-r W W •? -+ - I ul C'? l7 C' C, I O n, - H L1 (X, ar J) -I (V N Q' ] W 1 VIOOUC,O W W W I a W o, 2 IY W rt ZOUZ to O U P 0 w w F- L) L_,) W Cn U ? a H HN 0 1-I W H vI .W.^ v1 A U z W v W IJ H L. L. W U 1. U .7 RI _ R: IJ IY. - Irl lJ -?, ' •-? L. l 1 • cC (•1 .. I I H H (1 -, Ir, ul ,--1 U LI ,V ,-f lL N !Y CA CJ a n -r wv,al ?- u W t.) r to u, o, .1. z r- L4 to I. L, 0 ( ) O l) U w -I S W W to I? Ir, H L. H H H ]: I_ H U H IL • W W W rf ,t. In l? (n a LI L, - 'V -C) iJ L) r, to LJ 1'1 k' ? l 1 (., rl i1. rl' n, 1 I y L. _ Ir) r, (1, rj r (C 1 In V, H F' W l,l jr r m to lJ Ll z V) Ll x C) ?r r LJ _ ul u, w H w r m i t!) Ef - I iJ u. o, H ff : v, r) n a. w L J iJ v, to !, - r p (j .(u r 0 N N 0 0 W (1 S L] ar N W F• u1 r IJ cr: _' _1 N W rJ to IY. I. r-1 H () U 1't S v ) C, 17 N .` ( lJ U In lrl I : • to H 0, _ lJ w rI (1) 1 0- to f- to to 1 '' ' C) W C) - ` 1.1 fl) to (r r U S U W u. H W W W W ,? F- .-] `. -1 c) /1: F 1? C, H rl: H x I V) C.1 x i? (L (), O F. tL W /" W r t• to W H H to 1 W Z .? :L n] F-' [II rf, .-1 Irl u, ,n V l0 S w w F C) lJ F W .1 1 In j •. L. 3: I7 r- W U W 1 ( W W rl: F 1 H 4, . l,l N - -, - 't = , U lU ` L, f ' to • w? .. U N O 0 U U) 0 to ul W CJ 61 r, ., 1 V ... r W W ... V' 'T ^ Irl (J , W r' ?r F r ,Y. 'C w k" :I: LI ; I1 H H ) l'1 l.] I L. I tJ t 1 to J 1 I 'V U H 'R ul •• N lJ rJ: a: - ` fi (1. rl' IL W I- Ll a, u -1 W r) a ? r I f R Ll 1.1 I: 1 :I: ',: () ., . 0. W . O L, 7 ,V r.? L. .v ., r• u, ' W W ._.. k' U k-' I'_ m ' :•: U r 'V C J r ` u, J ', C W 7. LI T. a, r. ? , • N H N I ., (n lu N U U c•, 1 n j 1.1 r I.. u -, W p l„ .a f n• ,, -, t l _ N u: 1 r (, , . I', ( _ c `a 1 C L. ?l ?.; u, CJ - x' W j9 nC u1 t^? t,, l l V, C? ` ? rl :_. ? ` ?rl J .- i ] l7 U U C, .- L1 ._ Irk - 11 () to • Le. lJ t-1 - t •1 LO : N. , . W IH W ;!t ..- fG . .. r 14 ri) ., 1 i l•? :I to H o to • W W L1 • ,. : IJ 1 1 - ..I -r L f,1 t lJ rt. c r1 .7 1 II, I •C In W N O W tn N n 6 ?fl el SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) : S,e 13O2 An1?f?So.J ?2f?K,Pf?b /,J //,`9[on/e-'o• IMPACTED OR NEAREST 6 STREAM/RIVER: (f oeA &4,,tc-a ,44 -pea--se v Aomuy 2o?EA '4 ?eEex?cJs?! . RIVER BASIN: /7T G? Tn1n1ES?FF 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 [?f NO [ ] IF YES, EXPLAIN: 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF C ASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [ 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? Ba. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR,USE ON THIS PROPERTY? YES [ ] NO [?j IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 901 CERTIFICATION): 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES [ ] NO [v-r IF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 2,91A"C-6 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: F- 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: 8 o FT AFTER: FT WIDTH BEFORE (based on normal high water contours): 3- S FT WIDTH AFTER: 3-:5 AVERAGE DEPTH BEFORE: FT AFTER: / o 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 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 BE USED (ATTACH PLANS: 8 112" X 11" DRAWINGS ONLY) oc.1E.eY CReE.e C?)dFM C4,9cf3 cJST1T-Tt«?r1 W iL.L &C _r5o.a.,4c tea ,ay AaGRcin?G Zhu' hcB"CM,o [J;rN -118c,0ftn2F2S o,? ?2 / CLASS ?,JSZ?--Tta?r? .vn/c!? ( l??M 1 111 [. RE / MPG 7iE> ZY Ak -04Rfil1ZW Z-11 T-1 ?1?U' /' 7B"CM? ?f ?rN?2ALsL1G k4 l?'Tiu '"114.t. 04 ?L?i ? 7NE ?rPGACF Fa/7 "S, 13. PURPOSE OF PROPOSED WORK: 70- AbE.z Apan /-iv?E .54 /3oZ Lr4 cicco??c:.9CG L,1 d ?6?iy s?£t5 A/CDVT ?FccyJ?r?ay'Oc4b 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 M 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 [ ] NO D4 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 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 OU 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? /CF?i'DFn/77?4L /f6,2/CU.?-77.?QAG ?.,f?D I?DOaLAnI? 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 TTv'ENTY 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. ER' GENT'S SIGNATURE ,jl, 7, 2000 DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) 1 5 macfront cov2vzV-.- ZYlAC02v ROAD NAME: ANDERSON CREEK RD. ROAD NO. SR-1302 WORK ORDER NO. 6.972122 FROM END OF PAVEMENT AT INTERSECTION OF SR-1303 TO' END OF PROJECT AT STA. 24+50 ( 0.46 MILES ) ADDITION: YES No xx IMPROVEMENT.• YES NO TO BE PAVED: YES xx NO GUY WIRES POWER POLES TO MOVE: YES xx NO CABLE BOXES 0 GUY WIRES 1 TELEPHONE POLES TO MOVE: 1 YES xx NO RIGHT OF WAY WIDTH: 50 SCALE: 1" = 50' DATE: APRIL 10/00 CI L I i i i 1 112: 1 slope I I or flatter I 9' 6' SHLD. ------------------- ----------- 9' i SHLD 1:1 slope or flatter 3' , DITCH ' PIPES.XLS PIPES PROJECT NO. STATION SR-1302 SIZE FLOW ROAD NAME: ANDERSON CREEK RD. LT. RT. REMARKS 1+1 48" hh" REPLACE WITH NEW 48" CMP. 4+20 151 REPLACE WITH 18" CMP. 9+22 48" REPLACE WITH NEW 48" CMP. 11+42 18" REPLACE WITH NEW 18" CMP. 14+42 18" REPLACE WITH NEW 18" CMP. 17+90 18" REPLACE WITH NEW 18" CMP. 1811 REPLACE WITH NEW 18" CMP. 24+25 NO PIPE ADD 24" CMP. LT. TO RT. Poled POLE ... DATA ANDERSON CREEK RD. PROJECT: SR-1302 SHEET NO. COUNTY: MACON - 97 WORK ORDER NO. 6.972122 OWNER OF POLES G. T. E. 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 1 g-w 221 2+75 15 16' 16' 25' MOVE POLE OFF R /W Poled -ROLE D77A ANDERSON CREEK RD. PROJECT:.. SR-1302 SHEET NO. COUNTY: MACON -97 WORK ORDER.NO• 6.972122 OWNER OF POLES NANTAHALA POWER & LTGHT CO. i POLE DIST. FROM CL OF PRESENT RD. DIST FROM CL OF PROJECT. DIST. TO CIL OF PROD. AFTE MOVE STATION N0. RT. LT. RT.: LT. RT. LT. REMARKS 238 8+84 1 12' 12' 25' MOVE POLE 25' LT. OF NEW CL I h i ? ' ' I 1. ., l l I I i ? ! I, I ? 1 1 1 1 1 1 1 i l! 1 I , I I I I I I I I I l ! I ! I I l i 1 1 l l ? l l i l l I I I I t? I , I I i l l i 1 . 1 i l I I I I I I I I I I I 1 1 ( I( I I i I I ? I I I I I I '• 1 1 1 1! 1 1 1 I I I 1 1 1 1 1 1 I I I I I 1 1 1 1 1 (! I t 1 1 1 ( I . 1 1 1 1 1 I 1 1 1" I V I I I I I I I I 1 I I I I rt??l I II°I. -1j rl-'-1111 - ?_ - -a -I I1 -?-i ( -?- I.I I I I I I I I I I-, I I I 1 I I I 1 1 1 1 l l l I I ' 1 I II 11111 II I I I I I t I I i , I 1 1 1 1 1 1 1 1 I I I I I I I 1 1 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 I I I I I I I I I l l I ? I I I I ( ? I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 ?? ? I I I 1 1 I I I I f l 1 1 I I I I ? l ? .. ' l I I! I i I I I I I i l I I I I I ! I l I I I I -1 H -': 1 I-? 1 - _ _J 1 I- - i I 7 -T 1 J 1 - 1 r 1 1 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 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 ' I 1 l t I I t : 1 t I I f I t 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 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 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 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 I I I I ! I I V I I I l I I i I I I I I I t I ( I I I I I I I I I ? ( I I I I' ! I I I I I I i l l l l l l I I I I I I 1 1 I l l t I I I I ! 1 1 1 1-1 -H T I I I I I I ! 1 I I I I h?+ -{-r- -- 1 1-I -jF'i '?_ I I 'I ' I ' I I I I ? ,^? I I I I 1 I I I t I' - I 1 i I I I I , : O I I O EDGE- F -R ED- O P OPOS ROAD I I 1 - - - - - - - - - - - - - - - - i p ?C?--EDGE-OF-EXISTING-ROA6 - - ? ? 1 I 1 I I - oI ^^ I I , I I I : I : z : ? I I I ? I ? I ? I I I I _ I I- I I? ( I I I I I I f 1 I I ? I I : r I I I I - t 1 I I i ? II I I I ` I I I I I '? ! I I I I , , , 1 I I 1 1 1 I I t I I I I r11 - - - - - -I I 1 1 EDGE-OF--ROAD - - --IL - I I I I I I 1 1 1 1 1 i , I 1 1 ? 1 t 1 i 1? I 1 j l l l l f 1 V I I I ', , I I i 1 1 ' ? i ? ( I I I I' 1 i I ? I I I I I 1 1 1 1 1 1 .. l l l l l! I I I I I I I I I' i l i , i l l ? I I I I I 1 1 1 1! 1 1 1 1 11 1 'I I I I! I I I I I I ? ' 1 I ! 1 1 1 I I I I 1 lit 1 1 ?,, 1},, - - Imo-; EDGE-. OFD P ROPOSED-? ROAD " --f- I I I I I I I 1 1 I I I r 1 1 1 1 1 1 1 I l 1 1 1 1 1 1 1 1 I I I I _ - 1 IIi` _ C' 1 O P = OF~ CREEK-BAN I t l I I I 1 1 1 1 1 1 i l I l l l f l J I I I I I ( I I I I I I I 1 I I I. 1 t , l l 1 1 1 1 1 1 1 EDG E ! OF _WATE 1 1 1 I 1 1 I I I I I I 1 1 1 I i l 1 1 1 N N' 1 - I I ( I I I I I I 1 1 1 1 1 I I I I 1 !11'11111 ? ', i l I 1 1 1 1 !I t l 1 .o '? - • ? 1 i III lltil I l l l l f l l I I I I 1 1 1 1 1 ! I I I I I I I I, I ? I 1 I I I I I I l t I I I I I I I t i l l I. I i I I I + I I I I I I i ! I! I I I I I t l l l i I I I I I I I I I I I I I l t I l l I I I I 1 1 - ? F I - - I I I I 1 1 I? i l l l l I G ?" ?? I I I I I 1 I I I I I I I I ? N I I I : I I I I I I I I I -A ll •. I I I I 1 I I I I I 1 1 I 1 1 1 ! 1 TO I OF--CREEK-BAN !! 1 1 1 1 1 f I 1 1 ? I I I I I I I ?' I? I I I I I I 1 1 L I t j - - i I I ly _ o : - l r 1 7- -; T 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 l I I I I i 1 ? I I I I I I 1 1 I I 1 1 I I I 1 1 1' 1 1 1 1 I I I I I I I I I' 1 1 1 1 1 i l l l I I I I I I I I ' 1 1 I I ' ?` ? I LQ 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 I I I ( I I I I I I ! I I I ' I I I '? 1 ? I I I I l 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 I I t l :D ~-I 1 I 1 I I I t I I i I I 1 1 I 1, 1 1 I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I , 1 I SITE 1 LL STA 1+15 U? 1% GRADE L _ BRANbI b f [REPLACE W/40'x 48" P 2% GRADE OLD NEW MAGNETIC NORTH 4 0 Ln ~ 10'x:3'x 2' -- ??---- SILT BASIN TYPE B EXISTING 24'x 48" CMP , ROCK SILT \ SCREEN ,}- • \ 101x 31x 2' ?C TYPE B SILT Lo (:?l BASIN Lo \ 21 GRADE \1 \1? OLD NEW I CL 1; I 'I I ! i I I ' I I 1 ! ? ' '' ! t l l i l ! i I I i I! I I I I i I ! ? ! I I I I ! I 1 1 '. I I I I I I I I ! ! I I if 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 II I I I 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 I I_ I I I I I i 11! i I I IIII - I t 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 V I I I I I I I t l ?I I I I i t I ? -REPLACE-W[40! x I If I I I I 11 1 f - AC M t l l - -I - ?4 I 1 -1 11 1 - 1 - - 1 - V I r I I I I I ! ! i I I I I I I I 1 1 I l l l l ! I V I I I I I I I I I I t l I ! I t I ,. I I ? I I I' I l I l I I I I I ! I I I ? 1 1 I I I I I I I I I - 13 I 02 1 I I I I - -' r T I C - (7 R 1 ZONT i _ i ll I I i _ ? CO C?OITN'L _ ! ! I I' I 1 1 1 1 1 DER SON-CRE EK-, RD. j I t 1, 11 11111 I I ! l i l t l I I I 1 '' I l t l I I I I I I I I I I l l i l l l 1 I I I t ! I I ( I I I I! I 1 I t I I I ! I I I I ' I I I I I I ? I !! I l i I I I I I I I ' I if I I I I I I I I I I I I I I ? I I I I I SITE 2 STA 8+22 1% GRADE Ln ' BI CN--,,,, ?. I L H I I TSF & RB LL- U-) 1% GRADE \ OLD NEW XISTING 241x 48„ CMP MAGNETIC NORTH 1% GRADE ROCK SILT SCREEN y y REPLACE W/40'x 48" CMP n H jfSF&RB lP 1% GRADE 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 OI: i NEW i I I I t I I I I I I I I I I I i I? 1 1-! I l t 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 t l ?. I I I I ,?, I I I I I I I I I , V I I I I I I I I( 1 I ! I I I ? I I I I I (III I I IIII I I I IIIII it I I I I I I I I I I I I I I I I I I I I I -I -r r I T I' ? I T - 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 2 cx?4 n P I I I I , 1 ? I I I T ( I I I ? I I I I I I I I I I I I I I I _ _ 1 ? 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 t , i I I I I I I I I i ( I . I ( I ( I 1 I I ? 1 : FI E E: t - - - - -T - - - 1'= 10' V E R Y AID H aR 20 ALI I I I , I CON C N T1Y DER SO C RE E K fiR D1 - I - -T -_ _ 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 C I I I I I I I I- I I I SITE 3 STA. 22+00 TO STA. 24+50 END BUFFER ZONE 12'x 3'x 2' NEW OLD STA. 24+50 SILT BASIN 9, / 1: t TYPE B LL APP 2411 CMP- I ? I , END RIP RAP I ' I TEMP. SILT FENCE & DITCH AT STA I ROCK BERM 24+20 I I . l 1 I LL i i? I 1 L.L I STA 22+25 END TSD BEGIN TSF & RB I I I STA 22+00 TEMP. SILT DITCIi BEGIN BUFFER ZONE ,S77?.-I s+oo i rt sfoo STR50-1 I CHECK DAMS SPACED AS REQ. 510' RI 4BEG. TEMP. SILT FENCE 4'50 ?-y - 1- 'S0 & ROCK BERM STA. 4+50 Y I SILT BASIN - TYPE B 1 191Y 3' x -7 (c- - 44 STA, J - - 4+10 PL 15" CMP. TO BE REPLACED 4+00 WITH 18" CMP. LT. TO RT. END TEMP.SILT (2) STA. 4+20 1 _rl DITCH ST A. 3+90 I 3+70 PL I 3.50 © 3+50 1 E-' ROBERT E.& B. HE SLEY NASH I C/O BRUCE HENSLEY 11 ANDERSON CREEK RD. (2) NORMAN GREEN 1 FRANKLIN. N.C. 28734 BOX 20 ANDERSON CREEK RD, i FRANKLIN. N.C. 28734 X00 ® I 3.00 I BEG. CHECK DAMS - TYPE B STA. 3+00 - SPACE AS REQ. I I (1) (1) 2,50 - I- 2.50 ( NORMAN GREEN ) ? 510' R1 END TEMP. SILT FENCE I & ROCK BERM AT STA. 2+50 2+00 ( 2+00 I H I 1.50 1.50 1 R I 48" CMP. TO BE REPLACED SITE # 1 > WITH NEW 48" CMP. LT. TO RT. - - r - - STA. 1+15 ROCK SILT SCREEN I 1 SILT BASIN- TYPE B NI ° 12'x3'x2' 01 v3 0.50 _ H 0.50 ?+ _ I BEG. TEMP.SILT DITCH BEG. TEMP. SILT FENCE ?I STA. 0+35 & ROCK BERM - STA. 0+30 510' RI .?O I O+O Rr^ T)T7nT rm cmn n, nn rm 7V- ncrOr7nV nr. c1l_Ijnl SFR50-2 ZOt00 1 30+00 IW s I O' R1 9+50 1 9+50 i" x I df H 9+00 1 9+00 I I I ? I e.so H 1 6+50 -i I 8+00 1 8+00 Im Ix 06 Iw 7+50 _ 1 H 7+50 510' RIT I I I 7+00 I_ 7.00 I I I I _T 6+50 6+50 I I I I 6+00 6+00 I I I 5+50 5+50 >V 1 I N H 10' ?-R5 IL I STR50-1 (TEMP. SILT FENCE & ROCK BERM I I END TSF & RB STA. 9+20 BEG. TEMP. SILT FENCE & ROCK BERM STA. 8+40 I SITE # 2 > (1) (GREEN) END RIP RAP DITCH STA. 6+45 6" DRAIN PIPE !BEGIN RIP RAP DITCH STA. 5+60 END CHECK DAMS STA. 5+50 48" CMP. TO BE REPLACED WITH NEW 48" CMP. LT. TO RT. STA. 8+22 -- ROCK SILT SCREEN 1 (1) (GREEN) TEMP. SILT FENCE & ROCK BERM ITEMP. SILT FENCE & ROCK BERM I 5+00 f' - - 5+00 STR50-3 s5t00 I 510' RI SILT BASIN - TYPE B ' 1 ' ® 1 12 x3 x2 I CHECK DAMS SPACED AS REQ. 1 14+ © I_ I cn 1 F HUNTER W. ANDERSON I 7 LONG WOOD DRIVE I L SHALIMAR, FL. 32579 13+50 I ? (3) V I 13+00 I 1 -I I - CHECK DAMS SPACED AS REQ. 12+50 S 10' R1 - STA. 12+15 I I m 12+00 0 I x - I? I cn F (1) I I SILT BASIN - TYPE B 1 T 12/x31x2' - rt - I I 11+00 I I I I 10+50 I ? x I w 510'E'H RIT I s o+4040 - r s5+4040 STR50-3 14+50 / - 18" CMP. TO BE REPLACED WITH NEW 18" CMP. LT. TO RT. STA. 14+42 14+00 13+50 13+00 BEGIN TEMP. SILT DITCH STA. 13+50 (3) (ANDERSON) END TSF & ROCK BERM STA. 13+50 12+50 STA. 12+15 12+00 (1) PL r - 1 BEGIN TSF & ROCK BERM I 11+50 STA. 11+50 ` 18" CMP. TO BE REPLACED WITH NEW 18" CMP. LT.TO RT. \ STA. 11+42 11+00 10+50 I END TSF & ROCK BERM I STA. 11+00 240+4040 STR50-4 204-00 I 204-00 STR504 I 510' R SC I END CHECK DAMS STA,19+50 50 ? v _ 1_ I 19+50 I c V) (3) I E' (3) (H. ANDERSON) 1 (H. ANDERSON) 19+00 17 1 - I- I 19+00 I Q H 18+50 18+50 I BEGIN TEMP. SELT DITCH I STA. 18+25 I END TEMP. SILT FENCE 1 & ROCK BERM AT STA. 18+25 SILT BASIN - TYPE B 18+00 12' x3' x2' 18" CMP. TO BE REPLACED WITH NEW 1811 CMP. LT. TO RT. STA. 17+90 17+50 17+50 BEG. TSF & RB STA. 17+50 510' R I S END TEMP. SILT DITCH 1 I STA. 17+50 17+00 I n+00 I I co I Er 16+50 1 - I 16+50 ® I I 16+00 - I I 16+00 CHECK DAMS SPACED AS REQ. I c TYPE - B I H I 15+50 15+50 I I 510' RI Q I 2.5+00 2.54-00 srRSO-s 254-00 l 1 END OF PROJECT STA 24+50 24+50 R ?> I . - - 1 T9 SILT BASIN TYPE B ® I - 12'x3'x2' - ` -r END RIP RAP DITCH 2a+00 _ -2 STA. 24+20 I I (5) I I BETTY C. PUCKETT 27+50 3892 BULLOCK BRIDGE RD. I LOGANVILLE, GA. 30249 I I ? I STA - 23+0 I H I ? I 22+50 I 510' Rl; BEGIN RIP RAP DITCH I STA. 22+00 22 00 1 SILT BASIN _ TYPE B ' ' ' - - I- - 12 x3 x2 - N (4) I E -+ GEORGIA NELL PARKER 21+50 i P.O. BOX 1151 FRANKLIN, N.C. 28734 0 I STA. 21+15 (3) 21+00 ANDERSON I a co I END CHECK DAMS STA. 20+85 I 20+50 I I s 10' BEG. CHECK DAMS STA. 20+00 Rli SPACED AS RE Q. 04-00 I , 254-00 STR50.5 +50 END OF PROJECT STA. 24+50 !9' END BUFFER ZONE STA. 24+50 ADD 24" CMP. LT. TO RT. STA. 24+25 1 (4) G. PARKER 28 !"4.'36' DIST. TO WATERS EDGE - FRONT & BACK FROM NEW CENTER LINE 21 STA. 23+05 PL 32' 2 5' BEG. TSF & RB STA. 22+25 IEND TSD STA. 22+25 1 ' I BEG. BUFFER ZONE 18" CMP. TO BE REPLACED 7A 17-? WITH NEW 18" CMP. LT. TO RT. STA. 21+83 21+50 (4) G. PARKER STA. 21+15 PL 21+00 (3) ANDERSON BEG. TSD AT STA. 20+50 END TSD AT STA. 204-00 I ECDs-sm. EROSION CONTROL DETAILS & SPECIFICATIONS STD. NO. DESCRIPTION: SYMBOL: IPG. NO. 245.03 TEMP. SILT DITCH TSD C 245.05 TEMPORARY ._ - '' r -' DIVERSION TD 4 - - - - - - - - - - - - - - - - - - - - - 893.01 TEMP.SILT FENCE _ DTI I VI-6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 890.05 TEMP. SLOPE DRAIN Q- -- vI-8 WITH EARTH BERM T _--_ -----._-_-- -- 245.02 SILT BASIN ? TYPE-B - - - - - - - - - - - - - - _ _ - - - - - - - - - - - 895.10 TEMP. ROCK SILT CHECK VI-16 TYPE-B - - - - - - - - - - - - - 892.02 TEMPORARY .._ - ._ _ - - - -0 i ROCK SEDIMENT DAM TYPE-B 897.01 ROCK PIPE INLET _ - V1-22 PROTECTION 894.01 ----------- ---- - -4. C RKER ROCK SILT SCREEN - - - - - - - - - - - - - - - - - - - - - - - - - - -- DESCRIPTION SYMBOL EXISTING FENCE: OR - + ------------------------------- PROPOSED ROAD: 1 EXISTING ROAD: ------ - -------------------- - RAILROAD: - -- CONTROL OF ACCESS LINE--------- --------------- - - - - C - - - - - - - - - - - - - • • SLOPE STAKE LINE: -' " ` • • _ •' ?- BRIDGE --------------------------------- : ---------------- -------------1- CONCRETE CULVERT: CMP PIPE CULVERT WOODS: - /. ----•---- OR TELEPHONE OR TELEGRAPH POLE: a EXISTING: --?--. PROPOSED: -O- -- - ---- ------ - - TOWER POLE LINE: - - 0 -- ® -- ® - ---.8 - POWER POLE: _ _ EXISTING: - 3 - PROPOSED d- EASEMENT LINE: ---------- ..--I I/-?I?_I: -- GUARD RAIL: ..... - SANITARY SEWER LINE: -> S.S. h - S.S. - { - WATER LINE: a _ _ _-_ --- I-? i I ------------- LINE: GAS ? -------------------- --------------- BRUSH BARRIER ------------------ 7=7 7777 77 EXISTING CHANNEL : -------------------------- PROPOSED CHANNEL CHANGE: FIBER GLASS ROVING: 3 F G R -------------------------------- LJ.NITED STATES DEPARTMENT OF THE INTERIOR GEQI ODIC A[ SURVEY f ;'? E•J i f 5 5 ??iw?.Z?h%CiL? . r ? -• ,li ,I., •li., .::1 111 , fS 1 ?0' '/j'? 'f '1? -h•ai.nt ?'i3 y / ,Ir X75 .?. ? ?;- I ooh ( • - ?,. -.??'• , _ , P(A eo'J ' tl l J , 4 i? , , c l ( + i (> . / j ,off t 1. I. v i•,,tQZjlJ?'t?•o ``, )I1j •,.^?. It ` ?'?/ 71 _ ?• , 1 ' t , a r,.?%r= ?' Kiti)s©y Gap f */' ? , . 4. \. ? c I ,• 1 ?? ; -rte ?r-_-r • f J? i ` - ? h, . iJ31I rCJ ? _l ,I •. , ,1 •1/,• ?'I • i' \ ? 7 / ?ppp,? t F • ,n `.. . .1 ? ?, b? ? J ', \ ?' 7/'' r •- ? Ji ,:`i. ?` ) •111 1 ? T-11141.R1 11 . Ni - V' ? i ?'? ,1 , ?«`` ? f ,,l i r.i^!,4 ? 'e ? ?•' feat, I(•f•,,/ ? f' J S?B?11t,S? ?'`?-f^?...r- -? "?.,?-/`? ?? I ':,I,` Vt /"? ,Ro plat\ 41 gip. RAINBOW SPRINGS QUADRANGLE NORTH CAROLINA ?r P 7.5 MINUTE SERIES (TOPOGRAPHIC) 159-SE _=10 i ?uouu Fttt I =11 83°30' Ic rundum (To rQ j o -PO 4 el tnltp ?? /.• I (? ?1 f '? }' Mop3Y Bac FEET 00 ?i.. 'l l ! :? (lr0,IF11: It ? ? ?? ? r .1' ,i •? _ - arrcc3?rteT?p??,, U r•.,? Y ?_:, -- ag ` R0k ? dv Kno• r--v alas `--? ? } L• \? . -?--`?- ?. ,r--.3200 ?? 1 ` (?-?": • I ?? ?C C?? . ? : ????: ? ? ? ?:. J 1? - air •'`, :- '.. ?,; ?,J ?, .?? z c) `- -7 !!?' }\,IE3Yrd Gap Y- ?.. uc o k z, ?F - f X87 Wn11Ace Ga` I. 'h` ,.. ?- .._ 1, 1v Mlddla Gap` l o`.' - I ?, I 1 Y1 i L,1 ;, ;?-'?? ?? ? Faun tear lp i I ' rl .. ?' •I ?. ?,l •\` f 1t' 1116 !. ! ' ? 1 I i .-' -•-,?? •, !?-• spy ?? !;. 01 r _? I ' aa3 i? I ( r ,per.. !r ?, ' S? Pl Mtn; ( (:', f ! ` / 1! L' \ `` Oi?R i Tru`o (.01)yri(Ilit (U) , , aptec ,, nc. i 1 I / ' i I J 1?. 1 1 Y 1 ? I I / - I 1 •'v i I ' I i \ i. •\ I V - iuz A\ 1??' I '\ 1 1.? I •r w O i u0 i L \ / S 1 1 Te '1 1.71 . •1 J \ 1.» rn .._. •• '? to fw ( u., - . J ? I I.AI? O -.lo I 5 lY,e ? /„r....J I I i J 1 1»] 1 -- i' r .. I I 0 DOBSON MTN. I,?e F it a+wnne?1 ML Ivn rr 1V NC DEPARTMENT OF TRANSPORTATION DIVISION 14 OFFICE 8285862141 WARRANT NO. 9585 DATE 05/04/2000 INVOICE NUMBER INVOICE DATE INVOICE AD1Ol1NT 5'?0? t r NET AMOUNT 0504144100 I 04/28/2000 $200.00 $200.OC Detach Stub Before Depositing TOTAL: $200.00 $200.00 DEPARTMENT OF TRANSPORTATION DATE 05/04/2000 DIVISION 14 OFFICE 66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA P O BOX 37 531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTEM SYLVA, NC 28779- // d d2l /? ? r r r r r?? r r r?? r? r?? r????? r r r r?? r?? r Pay nin ,J/v/uiz re oL{ arcs apt ???? ?? Pay N. C. DIVISION OF WATER QUALITY to the WETLANDS/401 UNIT Order of 4401 REEDY CREEK ROAD RALEIGH, NC 27607 ovull ,ooiu? [ ?a ??a ??? a s s?rwo x[RO?xno r[we,u[o ZERO, AUTHORIZED SIGNATURE 11'00009 58 S11' 1:0 S 3 11.0 S9"1: 1,1110001[1 6 S1,11, STATE OF NORTI I CAROLINA DEPARTMENT Or TRANSPORTATION JAMES B. HUNT JR. DAVID MCCOY GOVERNOR April 28, 2000 SECRETARY SR 1302 000644 MACON COUNTY Mr. Bob Johnson US Army Corps of Engineers 151 Patton Avenue, Room 143 Asheville, N. C. 28801 Dear Mr. Johnson: ?p MA I ITY SECT ION The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain, base, and pave SR 1302, Anderson 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 trout streams (Lowery, Anderson and Cloer Branch DEM Class WS III - Trout Water) and extension Qf pipe culverts, we are requesting authorization tinder 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. PAYMENT RECEIVED Andrews District Office P. O. Box 1551, Andrews, N. C. 28901 111--- (g1Q) 111.11(1G C.,... io?oN ?ni in- Mr. Bob Johnson Page 2 April 28, 2000 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. By copy of this letter 1 m asking Mr. Mark Davis, North Carolina Wildlife Resources Commission )YMC) Western Mountain Region Coordinator, to comment directly to you concerning the 404 Nationwide Pel'mit Request. A request will be made on this project for a tcnporary encroachment in the Trout Water Buffer Zone ol'Clocr Branch and I am asking Mr. Davis 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 Division of Water Quality in the amount of $200.00 is attached to this application with the new I'cc schedule). We would like to begin construction as quickly as possible. If further information is required, please call me at (828) 321-4105. Your early review and consideration will be greatly appreciated. Sincerel?rl an CCo unty Maintenance Engineer BCB/rr Attachments cc: Mr. Richard Phillips, P. E., Regional Engineer DENR Mr. R. G. Watson, 11. E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. John Dorney, DWQ, DENR (with attachment) Mr. Mark Davis, NCWRC Mr. W. 11. Lynch, Transportation Supervisor Ill () 00644 DEM ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT N) Ze, 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 : _4a97H (9 t4 114 Tr ©{" T ?/sPo?T/a77onl 2. MAILING ADDRESS: pD " Kz SUBDIVISION NAME: CITY : _"&? -5 STATE: A,'C ZIP CODE: ZB4ol PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE) : /&oZ f?nJDEeSon! 6gag,,C -y!? ? Cn 3. TELEPHONE NUMBER (HOME) : (WORK) : /,?4)3Z/-h6/o5 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, ,eio.? PHONE NUMBER: S, W<c ZB9o l 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: NEAREST TOWN OR CITY: 71 24g'-J41-11/ 1 W t, H Lu O O J v) W I,) TO ,-1 m r+ W 41 .-1 .--1 I CL C'1 C' C, 1 O `. C,r .T .-, H Wmal r ry N N LY 1 =) W (j 0() ?O0 U W V) (L I p[ d o+ LYw 2OU: VI 0U?OLT,U L'1 - :.. W L? U - - O ` x u, .. -i V) W1 H H In O H W H V/ w En En W A U z rW v w V H L. L. w U t. H u J rr) IT: IJ 1/. 1,1 J V R) III W 1.1 -, -+ lC' I _ IJ d I • 1 H H J L, O _ r rn UI r-- H W C' 1 1, JOL)mIU -1 t1i LET ELI ELI r w - H v IL W W - () I) _ ( 1 <)tlI C)w m w H W LJ I' L, F• HJJ JC.I 0= Y W H H H Z: •17 o, I. H Lr. H IL x,CFm W • w w w ;V In (r) (1) J VI v In W rX. oc ti f- f- _I LL :. F ,r W L. ;_ IU C) i:i L.1 PI IJ W 1n F• - f l rl ? 'I? r•t H . H , I;I rl. n• L. ii - -? F 7: 1 - H rl IV 0 VI • cl (1) VI 1 (r rl In n, rl -1 lT: •-1 IV V) ti F 1,1 LI rJ 1; r m W LJ - W ?. U) W :c l) 1-t W = u7 H N n, U C is ^? r+ W O v, n+ LL U C' HG.C OyR` I HO I -r W u) - 1.1 F W F .-, r) •.. In (r 1 lI, C) IV a W W -) TO V) LJ O W Ln r- .-+N 00_w[1? t-. WAIN W F• u, r LJ rri "' 1 I , lJ .-` l rj W ?t N rC m ,. Ln - rC i7 u. .-1 0 - W N - lIl () (I It: ' II, V) O r-1 - lJ Z: ((. (-• r-r H i) G 1.', U: V t.l f 17 In H lJ n ? (/) VI :L 1/1 H L)' l,) w rS `_, 1'• tG fry I 1 lI H f'• - lJ F W W Lt Lr. -?- ( CI W LC • U > I' r? w S LC ?. U W ?. L„LLF W W W W U J FJ`. .-7 HF- J:-•FJU rl. F Lr Cr .+ - rC .-? x ( trl ( t 7 i5 w n, W n, O H. LL w r 1, W W HH-Iw W ?: ,-,xJ H LIl tr) V1 In L,) W 41 61 E-4 2 W tL H Iy, F J i (n L. T 17 1 . p1 U 41 1 1 W W - ,1: F 1 It . (.1 G U • IV rl' lu W L. U - `L • u N O O V1 U LJ tf) tJ 1 •-+ C7 ul V, I N _ rl 'U I1 w ti, rf, a. F ?lJ , J W lJ '-*T U IJ r J "1 , '• .. r U '. -- r-I H f a u w 1-+ W` t H H a, r u l (/. 'L F * I i Z Ll 1,.1 Li I- l J I Fy L. 1'1 iJ I H W r, I t lJ 41 Ir "' 1; . 7 O () rl ` CI J I 1 1 IC` I ) •• N ) u: - lJ 11 I Z (i nI ,I' tL LL: r) Vj U1 I W I v u U H . a 41 IJ i, I' [Y a LL ul J to rl U, (1 U ,I, .7: .,: f, W O L. Y IU O C.. __ a ;' c - `? r N u, ILA f`, I b 10 , ' , , r. R. l.) ,.. iJ i3 ;• H ,? trl L, .J u u r•, .-I O :: u) r I F ... .. !_ t , Li r,I t9 u, O 01 ..] 1 O• N Lf. (; ? ' 1 r C) I- LLI II. J G 63 (1) ( 7i IT t't !L' t t-I -' 4, rl I) - r-7 ? D? (( l 'rt 'J .- f? S y w () (t .. L,1 ' - w lJ C) v) C. -t W 1 J ( ty 4, l l?l I7 L lJ I ni - I 1 ( IJ rl C) R - `„ . ` lL . l f/• .•. ; U f. - rr :- .. ? f . , . t IJ :1: i i '-) t I`. O .L. I lil 'T: l7 - :r i 1 -• ( L 1.1 L (') 1 .• , r? I . •) ?.I I., r.. ?^ - 1? - U, F (1. H H U, . l 4, 4 U .. . lJ U1 u. -) C" 1 '_ ! ) IJ N ff,, r- 'I W L] tJ r W 4) W H ' ' l .I I, J u i u ?? ; . 1 _ t . ,l . V) w H U w w N n) LL N (7 e SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC .) : 5g 1-3i) 2 An1DfeSonl ?ef?K Por? , /,J //6'- o. IMPACTED OR NEAREST 6 STREAM/RIVER: CLoB,eea,rcN .?.J Df2sonl,G?.4?/cN LocJE,e N?er?c?7sn! . ? RIVER BASIN: 2,77 -KE ??1?1ES F 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: (J'5 - /enct7" 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 909 PERMITS BEEN PREVIOUSLY REQUESTED FOR,USE ON THIS PROPERTY? YES [ ] NO [?r IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 901 CERTIFICATION): 8b. ARE ADDITIONAL, PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES [ ] NO [v-r IF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 2,91 A"" 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: F- 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: 60 FT AFTER: 60 FT WIDTH BEFORE (based on normal high water contours): 3- S FT WIDTH AFTER: 3-:5 AVERAGE DEPTH BEFORE: /0 FT AFTER: /.o FT (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: _V_ CHANNEL EXCAVATION: OTHER: CONSTRUCTION OF A DAM/FLOODING: 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 BE USED (ATTACH PLANS: 8 112" X 11" DRAWINGS ONLY) : Z / QLJ",I, (fRBF.,C C7)E,111 C-L4Z?5 LJ5W Z2Q r) .JILL HE T.noAcTE2? C??1 lz,lClW6 2 LJ,y"N ,Io ? ?B1?m o .'n/bU-5O? S' 2'4'1etq 6rrM czq-.15 L'is r-?[okT) JILL RE /i r1P.-7GT?? ZY G /ou4Cin(C5 2i`? yB''C/yl.O C?iTf/ 'S?U' 'S/8"CMS 14 f/y11wA4LIG ?L/Y VK / U.? ' ' ? /a`TiL/ U??? z=L?i ?rZ ?i/E? ?pL4CFi?fFi/TS. 13. PURPOSE OF PROPOSED WORK: ?o?L?iaE•! -4AJu /- VE :?g /302 Lrt, acco?c%?,?ce [ .lr??/ ?a7i98U s?Et? Ne DM2T 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 M NO (J (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 ( J NO 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 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 19, 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 EQUIVALEN'T'. b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPII 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? /?E ?i D?n/77 RC ff6?2/Ct? ?TL?QAG o AJ"A /Jvv-)> L 04^).b f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? g. SIGNED AND DATED AGENT AU'T'HORIZATION 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. ER' GENT'S SIGNATURE ?.a 7, 74700 DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) 1 5 macfront CO MgCON ROAD NAME: ANDERSON CREEK RD. ROAD NO. SR-1302 WORK ORDER NO. 6.972122 FROM: END OF PAVEMENT AT INTERSECTION OF SR-1303 TO: END OF PROJECT AT STA. 24+50 0.46 MILES ADDITION. YES N O XX IMPROVEMENT.- YES XX I INO TO BE PAVED: YES NO GUY WIRES POWER POLES TO MOVE: 1 YES XX NO CABLE BOXES 0 GUY WIRES 1 TELEPHONE POLES TO MOVE: 1 YES XX NO RIGHT OF WAY WIDTH: 50' SCALE: it? = 50' DATE: APRIL 10/00 i ' i i i 1 112: 1 slope i or flatter 91 6' ' / i SHLD. L 1:1 slope or flatter 9--? 4 i SHLD. 3' DITCH ' / - - - - - - - - I - - - - - - - - "'? - - - - - - - L - - - - - - - - - - - y - - - - PIPESALS Poled ANDERSON CREEK RD. PROJECT: SR-1302 SHEET NO. COUNTY:iS MACON - 97 WORK ORDER N0. 6.972122 OWNER OF POLES G. T. E. 1 g-w 221 2+75 ' 15 ! 16' 1611 L25' I MOVE POLE OFF R Poled ANDERSON CREEK RD. ECT :; SR-1302 NO. c.ouNTY: MACON -97 WORK ORDER NO. 6.972122 .R OF. POLES 8+84 1 1 1 1 1211 112' 1 J25' 1 MOVE POLE 25' LT. OF NEW CL I I 1 1 1 1 1 I I I' 1 1 1 I l l l r '! I l l l I I 1 1 1 l l l i l l i i I: I I,l '' 1 1 1 1 1 1 1 1 'i. 1: i t I l 1 f t l' I I I I I I I I I I I 1 1 I I ' I 11 1 1? 1 1 1 1 1 1 i l l l l l: I I I I I I I; I I I 1 1 1 1 , I I I I I I I I 1 1 1 I I I I I 1 1 1 1 1 11 l 77 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I I I I ! i l l I l i i l l l l l l l l l I 11 I I 1 I 11 1 1 1 1! 1! i 1 1 1 1 1 1 1 ! I I I l l i i 1 I 1 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 l i 1 1 1 1 1 1 1 1 .? I I I 1,1 ! 1 '- I I IL I I I 1 1 I 1 ( I I I I ! 1 .1? L I. I_I t ! 1 1 - i I' I I I 1 t l I ! I I I I I I I I I I I: I I I I I I I I -17 ?? I I 11 I I I I -I I I I I l t l l l I I I I I ' 1_I 1 I I I 1! 1 I I ! ! 1 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 it I-I I 1 1 1 1 I I 1 1 t J i l l , II V 1 1 1 1 1 I IIII I I I 1 II II ' 1il I11'tl III 11' II II II 111111 7 1111, I I I I! I I I I I 1 1 1 I I I I I I I I I I'( I l l l l t l 1 1 1 I l l t 1 1 1 1 1 1 I I I 11 I ( I I I I I I 1 1 I I I I I ( I I I I l 1 1 1 1 1 l l l l l l 1 1 i l l t l l l l I 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 1 I I I I I I I I I!! 1 1 V I I I 1 I I I I I I 1 1 1 1 1' 1 I I ! 77, I 1, I I I I I I 1 1 1 I I I ( I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 I I I I l l l l l l t! I I_I ' L 1 1 1 I I' I I I I I I I I' I l l l I ! ' i l l l l 1 j I? I I 1 1 1 1 1 1 ! I I I I I I I I " 11 j I_I .- 1 1 1 1 1 1 I ?I ..? I L I? I T I-1 11 I I I i I 1 I I I I _I I I I I-I 1? ! I i 11 I I I I 1 1 1 1 I I I I l! I I !? - I I i l?l? I? L i I !! 1 1 1 I I I I I I I 1 I l l l l l I I I I I I I l l l t l l l 1 1 1 I I I I 1 1 1 I I I ! 1 1 1 1 1 I it 1 1 I I I I I I I I 1 1 1 1 1! 1 1' ; I? 1 I I I 1 1 I 1 I I i l I I I I I( ! I I I 1 1?! " I I I P I l l l l t l l l l l l l I I! i i I I I I I 1 I I 1 : „ 1 i 1 1 ! i l 1 it 1 I l l l l l l I I I I! 1 I I I 1 1 I I I! 1 1 I 1 I I I I I I i l l l l l l l l l l B i 11 l l I, l l i ' I I ! I 1 1 I! I I I i I, I ( I I I I I I I ( I I I I 11!? 1 1 1 ' l i 1 1 I I 1 1 I I I I I I I , I I I ! I I I I 1 1 I l l l l i I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I ` I I_ - _; I I I LI ? ' I 1 I I! I 1 1 I I I I I 1 1 1 1 1 1 1 1, ! "1 1 1 1 1 I i I • , -E1.l?GE--0I' PR 0 PIISED-RDA - - - - - - - - - 6 ?C?---ED-GE-DF-E XISTING-ROAD - - r , ? O . • , - 1 : ? - - - - - - -' - - - !_, I Q a 4, I EDGE-OF, ROAL ? ' ? i I I I t I I,, 1 i, I I I I I I 1 1 I I I 1 I t l l i t l l 1 1 l l l i l I I; I ?I i 1 : ; 1 1 1 I 1 1 I I i? 1 1 ' 1 I I l r, t ! I I EDGZ OF-PROPOSED -, RO I I I 1 1 1 ? I X 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ? I I I , l i l! I!, I. I I !?I I I I I I I 1;,, I I I I I I, I OS REI' i! 1 I I I BANK 1 1 1 1 1 1 1 1 I I 1 T I I- ?? t I-!-i ? I F ? Ij I-rrl I 1 1 1 1 1 1 1 1 1 / I I I I I I I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1111! I I I I I I 1 1 1 1 1 III 1 I I I I, 1 1 I I 1!1•:11!11 ? i" I 1 I I . I I I I I I I I I I I 1 ,?, 1 III II ? I I I I ! 1 ' I l EDGE DWATE 1 •IIII11 '1,1111 I' t l I I I 1 1 1 1 1 1 1 111111111111:1 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 ( I I I 1 I I 1 1 1 1 1 I 1 i t I I, I ' I l 1 l 1 I I I I I I I I I 1 1 l t l I l .? ( I I I I I I I I I I I 1 1 1 1 1 1 ! I I t I I I I 1 I I I I I I I I I I I I I I I 11 1 1! I I I I I 1 1 I I I 1 1 1 1 1 1! 1 ?f I? I I I I I I I I ! I L 1 I 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 l l l l l l l l I I 1 1 1 1 1 _ I i 1 I I _ I I I -? j?l I I I 1 I 1 j 1 I I I TI T -i I -+ II- I -?^- I ' r - ?- I I I j t] 1 _ I I I I I 1- I I I I I 11 I I 1 1 1 1 I I I I 1 1 1 1 1 I l t 1 1! 1 1 1 I ! I I 1 1 1 1 1 1 1 1 1 1 . n ,?? WATF I I 'v I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 I I I I ! I i t 1 1 1( ! 1! 1 1 1 1 1 ! 1 I 1 1 1 1 1 - I' I I I 1 B 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 TOPS-OF----CREEK -BAN 1 1 1 It 1 1 1! I I It I 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 1 1 I i l I l I? 1 i ? I ? 1 1 1 1 1 I l l l; I l I I J T i` 1 _I r I' o 1 ! I I: ! I 1 1 l It I I ! 1 1 1 1 1 1 l l l 1 o ?_ i t I 1 >--E l l l l r 1 1 I I+ I 1 1 1 1 ' 1 El I I 1 1 1 1 1 -{I i! i 1 1 l l- 1 1! I 1 1! I ' I ?! I I I I 1 1 1 1! j l I l l r! 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 I I 1 1 1 1 1 1 1 I I I I I! t l l I I I V I I I I I I I ! 1 I I! f I l l I I I I I I I ' I I I I I I I I I I! I 1 1 1 1 1 I I 1 1 1 I I I I I I 1 I j I 1 I I I I I I I I ! I I I f l I I I I 1 1 I I I I 1 i? l O I I I I I I I -? I I 1 1 1 1 I I I 1 ?' I I 1 I 1 ! I I I I 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 1 1 1 1 1 1 1 1 " 1 1! 1 1 1 1 1 ! 1 1 V I 1 1 1 1 I ! 1 I I 1 1 1 ! 1 1 1 1 1 1 , 1 1 1 1 I I 1 I I I I I ! I I I I , 1 1' _ 1 I I 1 1 1 1 1 1 1 1 1 1 1 I II I I I 1 1 1 UL D NEW SITE 1 I ILL STA 1+15 (/7 F- 1% GRADE FI - 71---- 5' BRANbfV EXISTING 241x 48" CMP 1 REPLACE W/401x 48" IGMP by cP 2% GRADE Y , OLD NEW cL Ci. I ' MAGNETIC NORTH a V) 10'x.*3'x 2' SILT BASIN TYPE B ROCK SILT SCREEN 10'x 3'x 2' TYPE B SILT ?` p BASIN 1,P 2/ GRADE I I I!? I I I I I I I I I 1 I I 1 I I I I I ? i " I I I I I I 1 1 1 I I r I? r, I' I l l i l ' t l l ' I I I I I I I I' I I, I I I ! ?' ! I 1 1 I I 11 I 1 1 1 I 1 I I ' I I I 1 1 1 1 1 1 , I I X 1 1 1 I l t l l ! I I I I I I I I I I I I ! I l i l, l l ! 1 I II I I I ? I I I l l l I I I I I I I I I l l I? ' 1 1 1 I I I , I I,,, ? I I l I l l I I I I I I V I I I I I I I I l r I I I I 1 1 1 1 I I, t' 1 1 1 1 1 1 1 1 1 I I I I I I I l l, t 1111 IIit II I I 1 1 1 1 1 I I I I I I ' ' I t ? 1 1 1 1 y y 1 I I I -1 - I I I I' I l l t l ! I I I ,I I I I 1 1 L+I I ' t l l l i i• l i l I 1 1l T I I .1 IE XIST ? 2?' x-'- ? 4$'?--CMP-? I I I ' - -I '-{ ? , 1 I I - I _ ? ? ? . I ! I 1 - V I I I I I 1! 11111 fill I I I I I / I I" II I I 1 1 I l it I I I ! 1 1 I 1 1 1 1 1 it I I r - -?- - ,- I I I I I 1 1 1 ( I I I I I I I ( I I I I + 1 1 1 1! ' I l t , I I' I I I j t l l I I I I I I I I ! I I I, I I 1 I ?? ?? ? PLACE-?,I?40' x L14 I I I 1 1, ? I I I I I I I I I I I 1 I 1 I I I r 1 I I , I I I I I I I I I I l i l! -I iI- I I I I I I I 1 1! 1 i 7 I I I I I I I - ?I'I ' J I I I I I T I - I?I ' _ I _ 1 I I I I I I I I I I I I I I 17 i iT I I I I I I I I I I I I I I 1 1 1 1 1 1 I 1' 1 I ( I I I I! 1 1 1 I I 1 1 1 I I I 1 1 1 1 1 1, 1 I I I 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 I I l l t I I I I I I I l l I I I I I I I I I I I I I 1 1 1 1' ! 1 I I I I I, t I I I I I, I I I ? 1 1 1 1 I I l t t j ? l l? I I l l I I I I I I '- ' ' 1 1 1 I I 1, 1 Yl+1lT? .. -I I i- C - I I IO R T ON l _ I T l i l I ( I l l 1 1 1! 1 I it I I l 1 1 1302 I I I 1 1 ". I 1 ! i I 7 R I I I I I I I I I ? r T I 11 I I I 1 V I I I I I I I- I `? r i; - D 34 ?C9 ERSO -- E 1 - J I V I I I l i t it I I I I I I I I I I I I I I I N CR EK RI : - I I .! I I 1 I I 1 1 1 1 1 I I I I ? 1 1 1 1 1 l 1 1 1! 1 I ! 1 1 1 1 1 I i 1 I I I I I I I I I !! ! 1 I i? 1 i l l I I I I I I ! I I. 1 1 1 1 1 1 I I I 1 1 1 1 1 I I I i I I I I I ! 1! I I ' if I I I I l l l l! I I hl - t l I I I I I I I I l l l I I I ?? I l l I ' I l l l l l i?, I, ! ?? I I I I I I, I I I I I I SITE 3 STA. 22+00 TO STA. 24+50 END BUFFER ZONE 12'x 3'x 2' NEW OLD STA. 24+50 SILT BASIN Ll- TYPE B ADD 2411 CMP' I ? T I TEMP. SILT FENCE & END RIP DITCH AT STA 24+20 I ROCK BERM t I STA 22+25 END TSD BEGIN TSF & RB I -1- I U-) STA 22+00 ( TEMP. SILT DITCH BEGIN BUFFER ZONE SCALE: 1" = 201. HORIZONTAL 1" = 40' VERTICAL STrZ-1 Sf-OO p 1 1 S-tOO I HECK DAMS SPACED AS REQ. 510' C T RIw a+50 •50 SILT BASIN - TYPE B 1 o0 1 4+00 15" CMP. TO BE REPLACED v - 1- WITH 18" CMP. LT. TO RT. , STA. 4+20 I I 3+50 © I C? 3+50 I NORMAN GREEN 1 BOX 20 ANDERSON CREEK RD. I FRANKLIN. N.C. 28734 '00 v 1 3.00 BEG. CHECK DAMS - I =REQ. STA. 3+00 -SPACE I j (1) 2+50 I 2+50 510. -L R I END TEMP. SILT FENCE & ROCK BERM AT STA. 2+50 1 2.00 1 2+00 •I ° I H I ?•SO ( - I I t+50 lawn SITE 1 I I I I iNl a 01 c? 0.50 e7 H 0+50 BEG. TEMP, SILT FENCE & ROCK BERM - STA. 0+30 510, RI IV- S 1 BEG. TEMP. SILT FENCE & ROCK BERM STA. 4+50 PL END TEMP.SILT DITCH STA. 3+90 ?. 3+70 / (2) z \ ROBERT E.& B. HO LEY NASH C/O BRUCE HENSLEY 11 ANDERSON CREEK RD. (2) FRANKLIN, N.C. 28734 (1) ( NORMAN GREEN ) 48" CMP. TO BE REPLACED WITH NEW 48" CMP. LT_ TO RT. STA. 1+15 ROCK SILT SCREEN SILT BASIN- TYPE B 12'x3'x2' BEG. TEMP.SILT DITCH STA. 0+35 fO 0? 00 4 STR59-2 Zofoo 1 3®fo® SFP59-2 I 510, RI 9+50 I < 9+? TEMP. SZLT FENCE & ROCK BERM I? END TSF & RB STA. 9+20 1 IF +00 .9 9+00 1 I i '. BEG. TEMP. SILT FENCE 06 1 & ROCK BERM STA. 8+40 1 8+50 E-4 6+50 +V? I I 48" CMP. TO BE REPLACED SITES 2 _ - - ?"- WITH NEW 48" CMP. LT. TO RT. STA. 8+22 e+oo 1 e+oo 1- ROCK SILT SCREEN I? I? . IL 7.50 1 H 7+50 (1) Rloiv-- (1) (GREEN) I I (GREEN) . I _ 7+00 7+00 1 TEMP. SILT FENCE & ROCK BERM . i I I _ ND RIP RAP DITCH ESTA. 6+45 6-50 - 1 1-T 6+50 6" DRAIN PIPE 1 I I 6+00 I 6+00 I BEGIN RIP RAP DITCH 1 STA. 5+60 I 5+50 Grp - 1 x 5+50 TEMP. SILT FENCE & ROCK BERM V I ? END CHECK DAMS I i STA. 5+50 o. F s 1 RI[ ? s?-oo 1 ? sf®® ', D-- PL S7R50.3 ZS?00 , ,I 510' RI SILT BASIN - TYPE B 12' ' ' ® 1 x3 x2 1 CHECK DAMS SPACED AS REQ. I 14+ © I ? , H HUNTER W. ANDERSON I , 7 LONG WOOD DRIVE StIALIMAR, FL. 32579 13+50 I (3) V i i 13+00 I - I- I CHECK DAMS SPACED AS REQ. I 12+50 510' R1tV I STA. 12+15 , 12+00 _ I? I can F (1) I I SILT BASIN - TYPE B 12' x3' x2' - - -t- - I I 11+00 I I fo+5o I I I - i _ ti I ? L f/1 510.N R1 Z Of00 1 ZSt00 SrR50-3 14+50 18" CMP. TO BE REPLACED WITH NEW 18" CMP. LT. TO RT. STA. 14+42 14+00 13+50 13+00 12+50 BEGIN TEMP. SILT DITCH STA. 13+50 (3) (ANDERSON) END TSF & ROCK BERM STA. 13+50 STA. 12+15 12+00 PL (1) BEGIN TSF & ROCK BERM -:71 STA. 11+50 18" CMP. TO BE REPLACED WITH NEW 18" CMP. LT.TO RT. \ ST A. 11+42 11+00 10+50 END TSF & ROCK BERM STA. 11+00 ZO4-00 S77?50-4 204-00 I 204-00 . I 510' SP- END CHECK DAMS STA,19+50 RI ntso _ I_ 19•50 V7 I (3) (H. ANDERSON) SILT BASIN - TYPE B 121x3'x2' I m i I N 19+00 I_ I 1 19+00 I i a H 16+50 I I 16+50 I I - - STR50-4 (3) (11. ANDERSON) BEGIN TEMP. SELT DITCII I STA. 18+25 END TEMP. SILT FENCE & ROCK BERM AT STA. 18+25 - - - - 18" CMP. TO BE REPLACED WITH NEW 18" CMP. LT. TO RT. I N STA. 17+90 I F' = I 17+50 _ 17.50 510' RIW- I 17+00 I I_ I n+00 i I ? I ? 15+50 - I I 16+50 I I I 16+00 I 16+00 CHECK DAMS SPACED AS REQ. I a TYPE - B I 15+50 I 15+50 - I I 510' t-RI I BEG. TSF & RB STA. 17+50 END TEMP. SILT DITCH STA. 17+50 is4-OO zs4-OO STR50-5 25+00 510' RIVl- END OF PROJECT STA. 24+50 2e+50 I SILT BASIN TYPE B ® ] - 12'x3'x2' - - - f- END RIP RAP DITCH 24+00 i STA. 24+20 I-2 I I (5) I BETTY C. PUCKETT 23+50 3892 BULLOCK BRIDGE RD. I 2 LOGANVILLE, GA. 30249 1 I ? I PL STA- + 1 H 2 I I 22+50 2 510 RI < L_ BEGIN RIP RAP DITCH I STA. 22+00 22 00 1 -I SILT BASIN _ TYPE B - - r - - 12'x3'x2' 1 H GEORGIA NELL PARKER 21-50 - I' P.O. BOX 1151 FRANKLIN, N.C. 28734 ® 1 I STA. 21+15 (3) 21+00 _ I ANDERSON I a I N H END CHECK DAMS STA. 20+85 1 I 20+50 ?- I I 510, +00 R11 1 O+O 0 ? ? EE??E?? 25+0 co STR5 0-5 24450 END OF PROJECT STA. 24+50 ?29 " END IlUFFER ZONE STA. 24+50 ADD 24" CMP. LT. TO RT. STA. 24+25 r (4) G. PARKER DIST. TO WATERS EDGE - FRONT & BACK FROM NEW CENTER LINE PL y32' 51 ]BEG. TSF & RB STA. 22+25 ]END TSD STA. 22+25 I 2;4W,\ \ 54' BEG. BUFFER ZONE IN4 S TA. 2.2+ 18" CMP. TO BE REPLACED WITH NEW 18" CMP. LT. TO RT. STA. 21+83 21+s0 (4) G. PARKER STA. 21+15 PL 2r+00 (3) ANDERSON BEG. TSD AT STA. 20+50 / LEND TSD AT STA. 20+15 ?40+00 Eccs-sm. EROSION CONTROL DETAILS & SPECIFICATIONS STD. NO. DESCRIPTION: I SYMBOL INO. 245.03 TEMP. SILT DITCH TSD 245.05 TEMPORARY - -" ' -' r - - DIVERSION --- TD -- Vl-4 - - - - - - - - - - - - - - - - - - - - - 893.01 TEMP.SILT FENCE I I I tit-6 11 - - - - - - - - - - - - - - - - - - - - - - - - - - - 890.05 TEMP. SLOPE DRAIN ?-- ?- V1-8 WITH EARTH BERM 245.02 SILT BASIN - - - - -" - _ - _ - - ?1-12 TYPE-B - - - - - - - - - - - - - - - - - - - - - - - - - 895.10 TEMP. ROCK SILT CHECK TYPE-B Q Q Q Q ?1-16 - - - - - - - - - - - -- 892.02 TEMPORARY ? x.20 ROCK SEDIMENT DAM TYPE-B 897.01 ROCK PIPE INLET V1-22 PROTECTION 894.01 - ----- ---------- -- V1-24 ROCK SILT SCREEN --- - - - - - - - - - - - - - - - - - - - - - - - - DESCRIPTION SYMBOL EXISTING FENCE: OR - -I- + ------------------------------- PROPOSED ROAD: ---------------------------------- EXISTING ROAD: RAILROAD: ? ................... CONTROL OF ACCESS LINE--------- ---------- -"-"---'_C "-"-"-'-'-' • - - - - - - - - _ _ ------- SLOPE STAKE LINE: a ------ _ , . • ' - . _ . - `_ BRIDGE: --------------------------------- --- -- --------------- ------------- - CONCRETE CULVERT: 1 CMP PIPE CULVERT ?- --------------- ----------------- WOODS: OR ------- /- -------- TELEPHONE OR TELEGRAPH POLE: ------ --- EXISTING: --o-. PRO POS ED: -0- .- " " - - TOWER POLE LINE: _ _ _ --0-- .. p - - . o ---- - POWER POLE: y EXISTING: J PROPOSED d -' -------- ------------------- EASEMENT LINE: a - I / ' I' I:?r_ - ---------------------- GUARD RAIL: SANITARY SEWER LINE: S. S. - . _ . - - - , . S .S. ---? WATER LINE: --? ?----? ?--- GAS LINE: -------- ----- - ---------------- BRUSH BARRIER ? ?------------'-'-'-"-"-" EXISTING CHANNEL : ------ ------------------------ PROPOSED CHANNEL CHANGE: FIBER GLASS ROVING: ? "-'-----"-FGR.-----"---"-'- ------------------------------ UNITED STATES ?.J. DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY u i0' 113 .n•nE ,1, •n'<::n •.., !tai S / .? 35 07'30• 15 'tai) , ???, _ `.?,I? ,,,1.?.?1•\• .? r:i? .?.i,?,,; j'I' \..-•1?y /; ' 1• Lt. (?6%.I ?/:•- y- ?? ???oJ ??. , 2230 '1 ?. ( /a• -. Chlip" • ' f %/?_ ?+ (. 1. `'?..., _.-:- -. _-J'. `? + i °f! fi'i?^_`?.' }i?i ``. ? ' •.' ? 1!'lrj.,o•.\' ,\rr ?_ ?-JI! ? •-•.L• ,. t ? -? .<`' j` `?,??Al• _ li ?1•'?`?__S+i•' `.I: 1?.'.:,'! • `?.'`-',/,t i '? ! r?(???1j. 'i.% J.. •ti., ?.,•' .. .:?. ;?, Gip ?- .. ?? . • . !? ,_ ?.,, =':;-•=??` sf ..'I .?/.ail - 'c`,. ? ?? •;' ?''t,:"j•?, '._ KlmseyGap A .11, I-?-: • ? t ;?, ! ?/ ? `?'c \t; .•+•',l/-tom' ' ?'• _ '' \`?? , )' •rr ?' ;i ,+-a: '-?• ','r?v ',. (? _.'- -? i .ono, .?h \ ..•?\ ,,, l:... 1 i/\00 '?,r?;oi j `?j I , l• ? i -\N:?IrfLOA ',) ? ? '. ,./ . ? ' • ??: ` •'.. t . r t- -,' ; /'1\r'- 1. •.. l?'? ' n 1 r 1 i ? `mot , t l '??'. - . fI`' ? I ?• .\;? •}•f??ooo \ .'y .%" r??0_ _ ? /.. ?' 1; i J ; j + ? ? ? a `11 ' ? ? OCk? c Ks RAINBOW SPRINGS QUADRANGLE ,. NORTH CAROLINA Fir 7.5 MINUTE SERIES (TOPOGRAPHIC) 159-SE r - 27D c?oouuFttl 11 X83°30 b'D 1'30' w durrv I1 c0 4p?il V \. ?_ ?1 ? ?f - 1 !? I•? t h i i 1? 1. \ ? - - -. -. ]. 4 1 l ,.? j ?• OJG ?') f ?! ^? tel. fir; -? 53U ntl0 Mo?SY BaCk? FEET GRp . / ? ? ' / ? ` ' + / _..?t.. • I /. , /?/ 1. \•+1? •l7 f •? ` / 1 .. 1 1 .00 320.1 Gap! r-- L z "tit "Y4 21 77 J A 1 OIL I . WAllnce Gap .5`t. °? - .-? ?• ' a ?--• /-? 3'733 r ?; {/ - •• / \J Mlddlct Gap \ \ tt L 1. Rock G}np' I r2• ! I I d, ? ?` ?? Runawar.Gap:, 1. is / ay o l `. n?.Mtj) 1Tr"O nob` l oi? I O Z I i I I . 1- x)10 Y I ? I Z. » i - 1?-q I.b / ,r ,? T ue .c ,?. ? 1 ue S ?xaT? /..i'•..J IYV ??. coaFCT- i 1-3 . i / / . I I ' . S. / v ' •\Q Illj ' o ? .79 rZ ? 11-6 /• 1 DOBSON MTN. \? 1 p IF INCOkkECT RE] UmN 10 NC DEPARTMENT OF TRANSPORTATION DIVISION 14 OFFICE 8285862141 WARRANT NO. 9585 DATE 05/04/2000 INVOICE NUIIQER INVOICE DATE INVOICE ANtOl1NT % ?4_ i S, t. `? r t Ct?`,` I, NET AMOUNT 0504144100 I I I 1 I I 04/28/2000 $200.00 $200.( Detach Stub Before Depositing TOTAL: $200.00 $200.0 DEPARTMENT OF TRANSPORTATION DATE 05/04/200C DIVISION 14 OFFICE fa-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA P 0 BOX 37 531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYST SYLVA, NC 28779- (--] // ??? dl/ o/I0 0 ? r r w r r r r?? r r? r r r r r r r? r r? r r r r r r r? r r?. Pay 5i iio tt/2 re n??art ail V t'? c: D01w a?? ??a ? ?? a??,_rwo _u?p„ u?o rux?, usoy xc?o,t? Pay N. C. DIVISION OF WATER QUALITY to the WETLANDS/401 UNIT Order of 4401 REEDY CREEK ROAD RALEIGH, NC 27607 ?-•"zzzz AUTHORIZED SIGNATURE irnnon9 Sn Sn¦ t,n 5 i L In :;91.t: I.,,Innn„Ir; c;I.Ir y r-•w STA'rI. Or NORTI I CAROLINA 000644 DEPARTMENT Or TRANSPORTATION JAMES B. HUN'r JIt. Govf?RNOR SR 1302 MACON COUNTY April 28,2000 - - PAYMENT RECEIVED Mr. Bob Johnson US Army Corps of Engineers I P 151 Patton Avenue, Room 143 Asheville N. C. 28801 NDS'' R QUAl ?1Y Dear Mr. Johnson: DAVID MCCOY SGCHTARY The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain, base, and pave SR 1302, Anderson 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 trout streams (Lowery, Anderson and Cloer Branch DEM Class 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 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. Andrews District Office P. O. Box 1551, Andrews, N. C. 28901 hhnnr• W Q) 1q 1 _.11 OC r.11. - ft" (1) 1' I I' n0 Mr. Bob Johnson Page 2 April 28, 2000 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. By copy of this letter I am asking Mr. Mark Davis, North Carolina Wildlife Resources Commission (NCWRC) Western Mountain Region Coordinator, to comment directly to you concerning the 404 Nationwide Permit 1ZeCIUCSL A request will be made on this project for a temporary encroachment in the Trout Water Buffer Zone of Clocr Branch and I am asking Mr. Davis 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 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 quickly as possible. If further information is required, please call me at (828) 321-4105. Your early review and consideration will be greatly appreciated. Sincerely an C. rch County Maintenance Engineer BCB/rr Attachments cc: Mr. Richard Phillips, P. E., Regional Engineer DENR Mr. R. G. Watson, P. E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. John Dorney, DWQ, DENR (with attachment) Mr. Mark Davis, NCWRC Mr. W. I-I. Lynch, Transportation Supervisor III ()00644 I A. DEM ID: CORPS ACTIO14 ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT 4) Z?l 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. -,47711? 1. OWNERS NAME: _aeTl1 ?i'+aoU1.a v?,ar¢Tr1r'. 1 Of- T .ysrro,-E2 2. MAILING ADDRESS: peg-&e /S5'/ SUBDIVISION NAME: CITY: ?i?lAe?cJS STATE: /?C ZIP CODE: 17e9o( PROJECT LOCATION ADDRESS, INCLUDING SLIBDIVISIO14 NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE) : -5,,e 1.3oZ At'a' e-6 ", c'eFz_G At--lqln' Co. 3. TELEPHONE NUMBER (HOME) : (WORK) : 6321 --Ie 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: .,r g'_7 Z,eCs1 z? ,,4,riae6,.) 5, I?G 06 9o l (,e28) 321-111,05 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: /'?ACO•./ NEAREST TOWN OR CITY: 1 A w H lu lu O O a M C- to d c„ H W of - L. W H .--I z I In ? H N T Y 190 C, I O H H W tL al n H N N a: W 1 hO 0 0UC, W Vl w - .-{ I Z O V " In O U H O W W F W F '•' U t_'l ?•• L. C7 U O 2 Htn0H W F d Ju•s'Frj v1 .W.^ v/ A U rzh v W U H L. lL W Ir U u -] Ir) I.1 IY. il 'C' Ir) ,II W t.l ?1 -f - 1 tC' I,1 IJ • I 1-1 H .+ ' 1 t F w C W L. 1,1 a' •I r N n. . .] O L.1 V' U ' u H CC CJ •-7 !n W U) W ?. •-? L:7 W C) - {i w n, r 1 t l V W ( .r to H W lJ . , 1- lu (-• - w H H H 7: - r ? H (L . 1 • w ...1 ? r, :L •j F L W • W W W I 1 lIl O rf; L] Iry Cr lr) W . ' ?r •t .-1 rL F 1- F- - rt: W Lr ? 1D i,i a (-1 tJ ' U lIl T (rl r1, n, ri 1 fi r, In ' H t{r Ill H F to hi f- D, (J 1 W lJ H - U) L) Y t) `T H W u r U C 4 w _C)u,m i I 11 in fl? i Li u r, r1 t J t i, 0 n I) U) to L, H F-• H N O 0_ L1 11 ? F, W Qr N lv F' J) r {il 'r? _. 1.1 1 t_t N- to is ?i 1 i u: r L• s ii H r iil T C IY. n' F ,-i H O U IV S O, ) [r 1 7 (n .- ! i. HWCJ (1)IHI S:• 1h Hu. ... ` . . 1.. {J wrj . tC Ip l1 i L. - Irl 1- W to . `. tL 1Y 7 7 H( wlLL C) . Ow {r ti w wU 'I: UK CI H-rCHa: z C) rf, u)Ux I"r,w ?n• H)Fti L•ur to rI, WLd Ll -, W 7 .--1 :t: «.7 F tT7 :> rf, .-) Iq (it u) V IJ T w W I? t) iJ to IJ 1 11 1I) r? ,-r .rt I.1 tt.' •• y L. :1: W 17 r rt; F-' I- W U lil C1 lil C) L) 0 C) In C) to In W. L4 ' ri; • 'o L1 1_ IJ rf, n.r ?.7 ..J W Id U N I J ,(, . ; 1 1 U . ._ 1' f•7 ,J - 111 T Ir) lu t• -r li ,[ (- r ?1 lJ (-• 'L' - { I LI H .- H {N ? H r (,) w 1,'1 IJ 1 rl 1 H to 1.7 !, lil I - ?: ? C) ?) rl U H 'CI 1,) N l,l rt. Il: ' Ij r_) I,r rt' li li r', Vj Y -' W tfyl I Ur U) If ,_1 lu r/ O? ra W I • U Ll I,I 'I; 1 - ( r . ; r ' W , V H IV •: O r.. r. 1 ` Irl I J " C to 1.1 '1; I,. rt I,I Il l U (•J U O ; u l .-0 L.1 I rl I) : En PI ll 1 C/ 1 : r- C1 Ir. ?) 1.7 In CI --' 7• I'1 IL I CI I` _I rl [( ` 7.. Irl r-l ._ 7 i7 U C.` C1 .:_ n' - Irl '- ._ { t i 1 W W IJ l) t1 _ ?. ti 1., .] .-I W - {„ 1,1 n) , to :7 :)' L) :[: :; •1, Irl VI l.) .r -? L, f-• In N W H U W a N n u 1a i? SPECIFIC LOCATION (INCLUDE ROAD Z C9 jecAt> /mil //s'9?'o?? ?o NUMBERS, LANDMARKS, ETC.) : -5,e /3O2 An1DfeTo..l ("'E 6. IMPACTED OR NEAREST STREAM/RIVER: Cto?,e ?2.g,.lc?f ?.JDFlLSO?! ,(?QAn/c/{ LOrJE2N C2E?i??'' RIVER BASIN: ,77-49 ?n1nJ?S?FF 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 [,,I NO [ ] IF YES, EXPLAIN: ('J'5 1Z - %cul-r 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF C ASTAL 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 904 PERMITS BEEN PREVIOUSLY REQUESTED FOR.USE ON THIS PROPERTY? YES [ ] NO [?j 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 [ ] NO [?r IF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 2,91AcaE-5 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: F- 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: g0 FT AFTER: 80 FT WIDTH BEFORE (based on normal high water contours): 3- S FT WIDTH AFTER: 3-:5 AVERAGE DEPTH BEFORE: /. C FT AFTER: /.o FT (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: V/ V CHANNEL EXCAVATION: CONSTRUCTION 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 BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS ONLY) / CKEF.C UE.y! CGq.v3 c....15 T? 22 aw4 1,-)y L ?E r a c?y o•Q? ? ? ' / ? ? 1??M CIASS wsz?'-7,?«?r) d ( L ?LHC//?C-, Z?/ '''?B?CM.O CN(? 'S 8 L..?/'f N ?f0 i /JDF.2S0?/ Cr . ?n / MP.7t? a P[ACiw(5 ZS'/ /LBC/rlc7 L?/7?/ ?]LO /- 7B"CMS / f?'lL1?A[i41G V,4 7-p,'- (A// LG ZG 67 /L/ eL-/__] 7 SIC i i*c ..w- 13. PURPOSE OF PROPOSED WORK: 70 ?? ?/?F..i -J,yu /'r+?G ?2 13o7- /;1, accorc?a.?cc / X4.'-/ 05 S71423uZVWZ> Ae2>C7- wee f+,ey ??A-" -,y bd rum, 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 N NO [) (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 P4 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 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 19, 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 13E 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? /??i?JF?J77AC.. ?6,?lCc?c.7L?2AG f,?? l?ooDLr4n/? 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. ER' GENT'S SIGNATURE 2 7, 24000 DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) 5 macfront CO MgCON ROAD NAME: ANDERSON CREEK RD. ROAD NO. SR-1302 WORK ORDER NO. 6.972122 FROM END OF PAVEMENT AT INTERSECTION OF SR-1303 TO: END OF PROJECT AT STA. 24+50 0.46 MILES ADDITION: YES NO XX IMPROVEMENT: YES xx NO TO BE PAVED: YES NO GUY WIRES I I POWER POLES TO MOVE: F 1 YES NO CABLE BOXES 0 GUY WIRES 1 TELEPHONE POLES TO MOVE: 1 YES xX NO RIGHT OF WAY WIDTH: 50' SCALE: lip = 50' DATE: EAPRIL 10/00 i i 1 1/2: 1 slope or flatter ------- - 61 / SHLD. /-/ ------I -------------------- C71 L 9, 1 9' 1:1 slope / or flatter i SHLD. 33 DITCH ' PIPESALS Poled POZ -Al7 ..... ........................................ ANDERSON CREEK RD. PROJECT::.: SR-1302 I SHEET NO. 1 . .................. COUNTY: ?<::. MACON - 97 WORK ORDER NO. 6.972122 OWNER OF POLES I G. T. E. DIST. FROM. DIST FROM` DIST. to CL OF CL OF CL OF PROJ. POLE PRESENT RD. PROJECT AFTE.. MOVE STATION ; NO RT.: LT. RT::. LT. RT. [T., REMARKS . 1 g-w 221 2+75 15 16' 1 1611 125- MOVE POLE OFF R Poled ANDERSON CREEK RD. PROJECT: , SR-1302 COUNTY: MACON -97 NORK ORDER NO. 6.972122 8+84 1 1 1 12' 1 112- 1 125' I SHEET NO. OWNER OF POLES' MOVE POLE 25' LT. OF NEW CL I I I 1 I I I I I I I I I 1 1 1' 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 t ,? l i l i I ??i l I I I I l l ,. '. , I I? 1 11 1 1 1 1 1 1 1 1 f I I I I ! I I I I 1 1 I I? I' I l l , I,, I 1 I I I 1 1 1 1 11 ' 1 1 1 1 1 1 I I I I I I I I i I I I I I I l I I I I 1 I ; f l l l l l l 1 1 1 1 1 1 1 1 1 1 I I l l t l l l l ' I l l l l l l l ? t I 1 I I I I 1 1 1 1 1 1 I l t l l I I I 1 1 1' I I 1 1 1 1 I I I I I ' I I I 1 iI? ? ? i I I.1 1 1 1 1- I l l l l l I I I ' -;• 1 T 141-1 I I I I 1 1 1 1 1 1+ H I I , -I I 1 1 1 1 I I I 1 I I I I I I_I i 1 1 1 1 1 1 1 V I I I I! I _ _; 111 I I I I I I I I 1 1 1 I 1 1 1 1 1 1 1 1 1 III 11111111' I I I I I I -I I I I 1 1 1 1 1 I i I 1 1 I I I I I I I 1 1 1 1 1 1 1 1 I I I I I I I I 1 1 1 1 I 1 1 1 1 1' 1 I I I I I 1 ' 1 1 1 1 1 I I it 11111, I I I I 1 I I ! V I I I I I I ' I 1 V I I I 1 1 1 1! 1 1; 1 1 1 1 1 11 1 l 1 V I I I 1 1 1 1 1 1 1 1 I ,, 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 I I I 1 1 1 1 I I I I I I I I 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 I 1 I I I I' I I I I I I 1 1 1 1 1 1 1 I I I I I 1 1 1 1 1 1 1 1 1 I I I I I I I t l l l l 1 1 1 1 1' 1 1 ! 1 1 1 1 1 I I I I I I I I ; 1 V I I I 1 1 1 1 1 1 I I I l l l l l l t' 1 ' 1 1 1 I I 1 1 1 I II I I I I I 1 i I I ?- I I I I t l ! El! 111111111 - 1_ --I Ii 111 I I ! 1 I II I TI?I I I -I , I I 1 1 1 i f I-I?FI I II II I I 1 1 1 1 II i17ii? Iii IIll II111 I I I I I -I?iI1I?`1?l 1 1 1 1 1 1 I l t I IIII I I I I t l l l III l l l l l I l l I I III 1 1 1 l l l l ' 1 1 I I 1 1 I III IIIIIIII' 1, 1 1, 1 1 1 1 1• . i I I I I 1 1 1 ' I I I I I I I I I 1 1 1 1 1 1 1 I t I I I 1 1 I 1 I I? I 1 1 I I 1 1,, I I I, 1; 1 1 1? 1 I I I I 1 1 1' I l 1 1 1 1 ! I I 1 1 1 1? I I I I I I I 1 1 I I I 1 1 1 1 1 1 1 1 1 I I I ! 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1, 1 1 1 I! I' I 1' I 1 1 1 1 I I i I l l l i l 1 1' 1 : I I I 1 1 1 1 1 1 1 1 ' I 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1! I l l l t l l I I ! i t I I I 1 I 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 -- I •- ' 1 L 1_ - -? I 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I ' I - -- - - I I t 1 _I 1 1 1, 1 ' 1 I it I - 1- _• -1 _ I I iI l I l i I I V _I 1 1 1 I I I ?_, I I i I l l -EDGE-OF-P-ROP-OSE D-ROAD - - - - - - - - - - o --EDGE-aF-EXIS-T-ING-ROAD - - r -'- - -;- - - - ! I I I i '? I I 1 1 1 - - - - - - - I I I ? a 1 '_I-1 - _t - EDGE-OF-ROAD ' I I i. 11, ?'' ? I' ! I I f 1' I' l i I I 1 1' ? ? I I . l ' 1 1 l l t! I l l l 1 1 1 I ! I I " 1 1 1 , 1 1 1 1 1 , EDGE-DF-,PROPOS?ROATY 1 1;, 1 1 1 1 I I I I I 1 1! it I I I • I 1 1 It Ii I -T I 1 I I I I 1' I I t I I I I I I 1 I I-I I` i- - I I I I I I 1 i- =1 .! __ 1 ? 1 1 V I I it 1 - I 1 1 1 1 I ' t 1 I 1 _ 1 1 1 1, 1 1 ?I I 1 1 1 1 1 1 I I_ f a. I op?F-c , IT -? I311N? I_.(_ ; I I I 1 1 1 1 1 !' I I I 11 1 'l -I I I I I I 11 1 1 1 T I ? I- ? 1 1 1 1 1 1 1 1 i l i I I! 1 1 1 1 1 I I I I I I I f I I I 1 I I I i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 it 111 I I I 11111 1 1 , 1 1 1 I I '111111 I' t 1 1 1 1 1 1 1 1 1 1 1 N I.a ,. , I til I I EDG •I) 11 - "F WATE I I I I I IIIIIItIII I ' 1 I I I I I I I I I I I I IIIIIIi I I Iil;i ili 1 111,1 ; ? II,I??I II I 1 I I ;IIi II II lil it I I l j I I I I 11 II II III I I I I I I i t t i l l 1 1 1 1 1! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 I 1 1 1 1 -I I I +1 - I- -: 1 1 j I 1 I- I-I '1H 1 1 1 1 1 t l l l 1 1 I L I I`I I-I I? I I 1 1 l l ±H 1 I I I - it I )_ l i l t ?1 i- I I I 1 1 1 I I I I I I I I I 1 I I I I I I t I! I 1 1 1 1 I I I 1 1 1 I I 1 ? I' - 1' 1 'G I 1 I ? 1 I I l l l i l I I 1 1 1 1 1 1; 1 I I I I 1 I ! I i t I I I I I I t? 1 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 I I I I I I I I I I I 1 1 1 1 I 1 1 1 1 1 1 ( I I I I I I 1 1 1 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 1 1 I I _ I TOF.DF-CREEF?I3AN I , 1' 1 1 1 ' 1 1 1; 1 1 1 1 1 I ' ! 1 1 1! 1 1 1 1 1 I l l l l, i I! I 1 1 1 1 1 I I I I I 1 1 1 1 1 1 1 I I I , I 1 I( I I 1 1 ! 1 I- I 1 I I I I I I I I I I I I I 1, 1; 1 '! I I I I j l- I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 I 1 I-L I ? I - I I I I i o 1 a ! 1_ 1 1 1 1 1 I-I-I -l I I l i T I T I I i-7 I- ?- ' I-i 1 1 1 1 1 1 1' 1 1 1 1 1 1 11 i' I I I I I 1 1 I 1 1 1I 1 1 ; t I i l l 11,111, 1 (' I „ I I I I 1 1 1 1 1 1 1 I I I, I I I I I 1 1 1 1 1 1 1 t I 1 1 1 1 I, 1 I t I t, t 1 1 1 I 11111 111 1 1, 1 1 1 I I I I I I 1 1 1 1 1 1 1 1 . 1 1 1 I I I I I I fl ?Q 1 1 l I I I I I I 1 1 I I 1 1 1 I I I I I l i l t 1 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 I I I I I I I I I I t 1 I I I I I I I I I I I I I I I I I I 1, 1 1 ( I I I I I ? 1 1 1 I I I I I I ' I I I I I ? I I I I I 1 ! 1 lilt 1 I I I I I SITE 1 OLD NEW MAGNETIC NORTH STA 1+15 ILL Cn tY 1% GRADE -- ??- --- 10'x*.3'x 2' SILT BASIN -r -r _ `' IIRA2v,V EXISTING- 241x 48t' CMP TYPE B ROCK SILT REPLACE W/40'x 4811 ? SCREEN CMP 2% GRADE cl? 101x 31x ]21 TYPE B S ?\ p BASIN 2% GRADE 1 \ OLD NEW i, CL I ,,?, I I I, i " I I I I I I I I I 1 I 1 I ? I I I I I I I 1 , 1 1 1 1 1 t l l l l i. '' 1 1 1 1 1 1 1 I 1 I t ' I I l I '' I I l l V I I I I I ' I I f l l! I I 1 1 1 1 1 1 1 I I I I I I I 1 1 I I I I I t l? l ' I t l l l l l l l ' l l I I I I 1 1 1 1, I ' I I ' I I 1 1 1 1 1 1 I I I I I I I I I I I i 1 1?? , I 1 1 1 1 1 I I I I I l l V -77 I I I I I I I 1 1 1 1 1 1 I I I I 1 1 1 I 1 I I 1 1 l 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 1 1 1 1 I I ' I I I I ]I f l l!. I I II I I ? I I? I ' I I I I 1 I 1 I J I I i 1 I ' t t 1 I???IST ? 2? x-' 4$ {-?Ct1P- I I _ I I .I - ? ? I I I I I I?? 1 1 ICI I I I - I _ ?I-{I ? I t I i 1 ( I I I I I I I ? I 1 1 .. _ T I I ;_ • 1 1 1 1 1 I l I I I I I I I I ? I I I I I I I I 1 I I -- 1 1, 1 I I I r? I I-- 1 1 1 I I I I I I I I I I 1 t 1 1 I I l i l I I I I 1 1 1 ' 1 1 1 1 1 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 REPLACE-Wit 40! t I I IIII: tI 11 1 1 1 ! I I I I I I , , , 1 , 1 x 1 l l , I 1 t l l I I, i l i i l l l t l l I I 1 I 11 I I I I I I_I 4I- 1 ? I I I I l I 1 t? ' - II?III?i iIT i k 1111.11 IIII I I ( I I I I I I i! I I I I I I I I 1 1 1 I ( i ? I i l l l l l l 1 1 1 1 1 1 1 I I I I " 1 1 1 1 I I I I I I I I 1 1 I I I ' 1 1 1 1'' I I I I I I , V I I I ? ! 1 " l I I I I 1 1 1 1 1 1 1 I I I I I CA T. ' I I I l I I? 1 i I I I 1 1 1 1 1 1 1 1 I 1 1 1 1I - 1 i TZC I I I I I I I I I I I I _a I i ? I I i- RTLO I ' 1 T-1 i l'I I i' T 1 i I I I I I ,' I I I I I I I I I I? 1 1 1 1 1 I I I F - I I I I I I I I I I - 1 N I I I I 1 I . ? 1 =1302 lO? S,'OU-N 1`Y DERSON-CREEK--RD. 1 I I 1 I I I I I? I I I I " 1 I I I , 1 1 1 1 1 1 1 1 1 I I I I I 1 I I I? I I? 1 I I I 1 1 1 1 1 1 1 1 1 1 1 I I I I I ' I l I I I '?' I l f l l l I I i I I 1 1 1 I I I V I I I I I I I 1 1 1 1 '. i 1. 1 I l l l l l ' 1 1! I I I I l l l l I I I I? 1 1 1 1 1 1 1 I I I I I , 1 1 l l I I I I I I I l l I I I 1 I ( I I I I I I I 11 I I I I I I I i l l? l l l l l I i I I SITE 3 STA. 22+00 TO STA. 24+50 END BUFFER ZONE 12'x 3'x 2' NEW OLD STA. 24+50 SILT BASIN ri. / L I TYPE B Li. ADD 2411 GMF- DITCH AT STA END RIP RAP I I TEMP, SILT FENCE & I ROCK BERM 24+20 I `. LL t f STA 22+25 END TSD = BEGIN TSF & RB I = r . I Ln STA 22+00 TEMP. SILT DITCH BEGIN BUFFER ZONE SCALE: 1" = 201. HORIZONTAL 1" = 40' VERTICAL STr7.•1 Sf00 I 1 Sf00 STR??-1 CHECK DAMS SPACED AS REQ. 510, st l BEG. TEMP. SILT FENCE 4+ 0 77 - i- & ROCK BERM STA. 4+50 SILT BASIN - TYPE B T t I 121x 31x 2' o J 4+10 PL 15" CMP. TO BE REPLACED ew0 ' - I- 4.00 WITH 18" CMP. LT. TO RT. . END TEMP.SILT (2) STA. 4+20 ( DITCH STA. 3+90 i 1 STA 3+70 PL 3.50 F ' 7-50 / - ROBERT E.& B. HE SLEY NASH I C/O BRUCE HENSLEY NORMAN GREEN I 11 ANDERSON CREEK RD. (2) FRANKLIN. N. BOX 20 ANDERSON CREEK RD. 1 FRANKLIN. N.C. 28734 ?? v I 3.00 I BEG. CHECK DAMS - TYPEB STA. 3+00 - SPACE AS REQ. I .i (1) 2.50 I 510, (1) 2.50 ( NORMAN GREEN > - _LRI END TEMP. SILT FENCE 1 & ROCK BERM AT STA. 2+50 i 2.00 I 2.00 •l o ti F I 1450 1 - I 1.50 48" CMP. TO BE REPLACED SITE 1 OI L WITH NEW 48" CMP. LT. TO RT. - STA. 1+15 ® 1 I ROCK SILT SCREEN I SILT BASIN- TYPE B I N a 12'x3'x2' cl vo 0.50 _ M _ E4 0 l 450 BEG. TEMP. SILT FENCE x BEG. TEMP.SILT DITCH & ROCK BE va STA. 0+35 RM - STA. 0+30 510' RI a-O 1 O+O SM50-2 240+00 I i? S 10, Ri1V 9+5 0 _ I? N END TSF & RB STA. 9+20 I IF 9+0 0 _ I " BEG. TEMP. SILT FENCE I I 1 & ROCK BERM STA. 8+40 LID e.5o I _I SITE # 2 I - - f- - 6+00 I_ I - I? N_ yy 1 aN L- I F 1 7+50 sio (1) RI (GREEN) . I I , 7+00 I I_ I I END RIP RAP DITCH I I _ I STA. 6+45 6+50 _ - I 6" DRAIN PIPE I 6+00 I 1 I- BEGIN RIP RAP DITCH I I STA. 5+60 I " 5+50 I FENDCHECK DAMS A. 5+50 F E+ 510' RIT 1 s4`00 Z O-t®O 6+50 5Tr',50-2 (TEMP. SILT FENCE & ROCK BERM I ST 48" CMP. TO BE REPLACED WITH NEW 48" CMP. LT. TO RT. A. 8+22 e+oo ROCK SILT SCREEN 7+50 7+00 6+50 6+00 (1) (GREEN) TEMP. SILT FENCE & ROCK BERM 5+50 TEMP. SILT FENCE & ROCK BERM St0® P STR50-3 Z S? 0 0 1 1 I 7 510' - RI SILT BASIN - TYPE B 121 1 1 ® I x3 x2 CHECK DAMS SPACED AS REQ. I I 14. ® I. I 1 H HUNTER W. ANDERSON I 1 7 LONG WOOD DRIIrE L SHALIMAR, FL. 32579 13+50 I I ? (3) 7 I 17+00 I 1 - I- I CHECK DAMS SPACED AS REQ. I I 12.50 510' R1 I STA. 12+15 12+00 v I .? I rn F (1) 1 I T SILT BASIN - TYPE B ® _ 1 12/x3/x21 -- -t-- i I 11+00 - 1 I I 10+50 I I - I C L 510,Er R1T 240+4040 1 2.15+4040 STR5a3 14+50 18" CMP. TO BE REPLACED WITH NEW 1811 CMP. LT. TO RT. STA. 14+42 14+00 13+50 13+00 12+50 BEGIN TEMP. SILT DITCH STA. 13+50 (3) (ANDERSON) I END TSF & ROCK BERM I STA. 13+50 STA. 12+15 12+00 PL (1) BEGIN TSF & ROCK BE 11+50 STA. 11+50 18" CMP. TO BE REPLACED WITII NEW 1811 CMP. LT.TO RT. !tf STA. 11+42 11+00 10+50 I END TSF & ROCK BERM I STA. 11+00 24004-4040 STi?50-0 END CHECK DAMS STA,19+50 (3) (11. ANDERSON) I SILT BASIN - TYPE B I 12/x3'x2' CHECK DAMS SPACED AS REQ. TYPE - B 2OfOO 2Of-OO STR504 S 10' Rlt _ I_ r9.so I I a N I F' I 19.00 l_ 19+00 I i I i co I H 18+50 18+50 I I V 18 I 18+00 I a LID 17+50 _ I 17+50 V 510' RIW- I I 17+00 17+00 I I I a I H 16+SO _ I 16+50 I I ® I 16+00 16+00 I i I F' I 15+50 15+50 I I 51 RI zs+oo I Z (3) (li. ANDERSON) BEGIN TEMP. SELT DITCH STA. 18+25 END TEMP. SILT FENCE & ROCK BERM AT STA. 18+25 18" CMP. TO BE REPLACED ?f WITH NEW 18" CMP. LT. TO RT. STA. 17+90 BEG. TSF & RB STA. 17+50 1 END TEMP. SILT DITCH I I STA. 17+50 sfOo STR50-5 2S? 00 1 1 510' R I [V- END OF PROJECT STA. 24+50 24+50 1 --I-Tg SILT BASIN TYPE B ® I 1' 12'x3'x2' - - - I-- END RIP RAP DITCH 24+00 - _ I STA. 24+20 I2 I I (5) i BETTY C. PUCKETT 23+50 3892 BULLOCK BRIDGE RD. I 2 LOGANVILLE, GA. 30249 1 I ? N Pi, STA, + 1 F 21 I I I I 22+50 2 510' RI[ 41 I_ BEGIN RIP RAP DITCH i STA. 22+00 22 00 . 1 -I SILT BASIN _ TYPE B - - ?- - - 12'x3'x2' H (4) I GEORGIA NELL PARKER 21+50 I P.O. BOX 1151 I FRANKLIN, N.C. 28734 I PT- STA. 21+15 I (3) 21.00 ANDERSON I a F END CHECK DAMS STA. 20+85 1 I 20.50 ?- I I 1 BEG. CEiECK DAMS STA. 20+00 RI? :_ SPACED AS RE -0+00 ® 2Sf O 0 STR5a-5 4+50 END OF PROJECT STA. 24+50 29' END BUFFER ZONE STA. 24+50 ADD 24" CMP. LT. TO RT. STA. 24+25 I (4) G. PARKER t -s361 DIST. TO WATERS EDGE - FRONT & BACK FROM NEW CENTER LINE STA. 23+05 PL ;--32' 35' BEG. TSF & RB STA. 22+25 END TSD STA. 22+25 E v 441. `5BEG. BUFFER ZONE AS TA. 22+00 1 A 18" CMP. TO BE REPLACED WITH NEW 18" CMP. LT. TO RT. STA. 21+83 1+50 (4) G. PARKER STA. 21+15 PL (3) ANDERSON BEG. TSD AT STA. 20+50 / [END TSD AT STA. 20+1 20+00 E ecos-srR. EROSION CONTROL DETAILS & SPECIFICATIONS STD. NO. I DESCRIPTION: SYMBOL IPG. NO. 245.03 TEMP. SILT DITCH TSD _ ---- - Vl? 245.05 TEMPORARY -- -------r-- DIVERSION --? TD ---? Vl-4 - - - - - - - - - - - - - - - - - - - - - 893.01 TEMP.SILT FENCE ? Vl-6 - - - - - - - - - - - - - - - - - - - - - - -- - - - - 890.05 TEMP. SLOPE DRAIN WITH EARTH BERM T ---------------------------- SILT BASIN 245.02 12 TYPE-B - - - - 895.10 TEMP. ROCK SILT CHECK TYPE-B Q a V1-16 - - - - - - - - - - - - 892.02 TEMPORARY - - - - ? V1-20 ROCK SEDIMENT DAM TYPE-B Di i 897.01 ROCK PIPE INLET - _ -'" PROTECTION Vl 22 _ - VI-24 ROCK SILT SCREEN - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - DESCRIPTION SYMBOL EXISTING FENCE: ?- OR - + ------------------------------- PROPOSED ROAD: ----------------------------- EXISTING ROAD: ----- RAILROAD: ? -------------------- - ----------- CONTROL OF ACCESS LINE --------- ------ -------------- C '-"_------- - SLOPE STAKE LINE: ---------------------.__:_----- - BRIDGE: = --------------------------------- --- ..... ---------- ------------- CONCRETE CULVERT: ? - - ----- CMP PIPE CULVERT ? ---- - - - - - _ - - - - - _ WOODS: _ __ • 4D ® OR -----•-/- TELEPHONE OR TELEGRAPH POLE: E_XISTING: -•m-. PROPOS E D: -0-- TOWER POLE LINE: _ _ _ - - o - p - --' o .- --.. POWER POLE: - -- • - EXISTING: J PROPOSED d - - EASEMENT LINE: - I / - I' I_ ----------------- - - ----- GUARD RAIL: SANITARY SEWER LINE: --- -S_g: - - - _ • - • - - - - S .S. -- - WATER LINE: . ----? ?-----? `--.-.. GAS LINE: ? . ------- ^---- ^ --------------- . BRUSH BARRIER ? ................................ - - - EXISTING CIiANNEL : , - ----- -------------- ?.? - PROPOSED CHANNEL CHANGE: _ ??-- •-' FIBER GLASS ROVING: ?- ---•------- ------_'-•-'- F G R ------------------------------ ,';.. UNITED STATES f . ?^? 1? s??,? =z-1'?`G? i DEPARTMf:NT OF THE INTERIOR GEQL%J ICAL,. SURVEY ?.?'•1()' )/j:? .E '1? `h'4i:n l.:I 3? S / ?11 5 C 3 07'30• ! . 15 .'.•. 11 ??i jr'? 1i6`0? /,':' I ' 1\y\'?j-=•'?'• , •1314_R1',3 1/r, •1'+ ?' 1. [„t '? v I, y' ,??•?tA ° / 2230' 'k . t J, -a. )Ch UP0 n67•`°"IL 1'- _-/' i .. ,- /' ??- •\ l14 ?=\ r rr7 t . 'r' '? ?' 1 ? '. 1 i ??, c,.{. ?. 1 /, 1 ter, _ ?, ? •, , ?/?, I c ? _r? / / ? ? '' \ I 1 ? -?? b??{? 1,=.12i -? _ "•J. ;t ?• - i '-- `1 • '?. ;' ?, Gip;. !•:'? '.__ .. '?J. , . t_ ;;.., -'.--__=??' i• 1 h - t .; : ; •.;1 -.t': K(in s©y Gap 1.Ig, l - :r.FJ _?• I t ,: ?IG'• '_'I •/?' \+ ? _ ,.•.'?16oQ;/' '1 \r ' / I r•`. ` \ 1. ,/f ? +, •1 ,i; _ :. :.•{? V .1 ',?'r1I ..• _r,? 11 M17gC/•,??? '?+y ? Ix3? - ' I 'yy '.?N` ?__l l%.,' • ?? ,?1 /i j; ?? '=?t '.', i? r /i{ ; •? •?i f ;. , ? •;t: ? {t ?,1 l ?;'??`` •-i't (? 1' ? e , ? ?;??' ' • ° ? L:'c •? r ' _ `? ??C?'iirr?n? ''?S?ab'? ' J/ la..•:.: •?/\'ll:' JIJ \ (? l •?? ?s? ',?%/?i?q0/ _r :V`\ ;? r=\ 1r ,?„ I ( :. \ / j / ^?` .raoo.. J• 1 '/ , ?'' ?:'I? .'?- '? k J"`' _ ; ` I , 1 T114, 1r .-111 - / -. , , 1 v I 1 ? ,?-•, 1 , • ?? I ' ?y '+ ? r,/ / ? - ` . - ?r ???1 Jr ?1 •I' !lam?/?\--/ '1? ?+? ? ?? 1 I1 • I ?f.' ;r" q f , ?• ? ?? . -? \X f`tl".I'7 t] 11 1 1 1 .l . ,? .. RAINBOW SPRINGS QUADRANGLE NORTH CAROLINA Fir 7.5 h11NUTE SERIES (TOPOGRAPHIC) 159-SE `FP 0 . ,• ?." - . '•." '• 21D u!, u ouu Fttl In =11 83°30' t ?• J-L m'E °4o -' v 1 '? 53G nOG •, i r I ! MO?sY Back- FEET G,p t I ?p J r r /r B{p{tph• 3trg ?i, cbne:Top ; ?R IV Kjno I 1 ;?`( ?p • (j i • ,? ? 1. ? ; 1. • - ????? j ?• i \Z j ? '? ??// __) _ . Yrd Gapes •- ' - • ' \::..r" x'9421 - ( - _----- pucr?i mod] :1pje°? WaIIace.!Sa ° 5?_ ' ,•? t _? 1, ` j_ J -? . _.3733 @-_ ?? ?? Ott / ii- •i L / .- .? L^1 Mlddl6'Gap 6. Runawar(3ap-. L r_ j/ ? ? S i O? j??'7j 1 `? icy ?` ?' ?'t I' '1 ?,'L? /! ?; ? ? , 1. ?i,.. o AA / uno a K b o ko; ?GisaarriinoGn? 111 R Trcia Itnob`y 'i. 5' 1 .1 \ 1 1,. 1 \ \ I \ I ` \ r ..v i 1 i \ 1 11 \ 1 ?V \ I :.» 1'? i?u rl ? ua -?'- / \"• ice. O Z 0 • 1 1' ?e c 1 -. ?0 9 1 ,?, 1 ue ,. ire • I I I . I ro? i F / I im \ ?.ae \ DOBSON MTN. IF INCORRECT RE1U 1N TO NC DEPARTMENT OF TRANSPORTATION DIVISION 14 OFFICE 8285862141 WARRANT NO. 9585 DATE 05/04/2000 INVOICE NUMBER INVOICE DATE INVOICE AAIOIINT NET AMOUNT 0504144100 I I I I i i I I 1 1 04/28/2000 $200.00 $200.( Detach Stub Before Depositing TOTAL: $200.00 $200.0 DEPARTMENT OF TRANSPORTATION DIVISION 14 OFFICE P0BOX37 SYLVA, NC 28779- DATE 05/04/2000 66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA 531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTI C7 // ///? ? ? w ? • ? w r ? ? ? w ? ? r r ? ? v r ? r w r ? ? v r r ? r r w ? • r Pay wo ? l ynCl/rn.Cl/ 21 oiarj an 00/ / 70 L.;_ - -.gym -a_? L;,?.oolut??aa?????;a??,_rwo,zno u?o ruuo•u?o-:c?o,j?, Pay N. C. DIVISION OF WATER QUALITY to the WETLANDS/401 UNIT Order of 4401 REEDY CREEK ROAD RALEIGH, NC 27607 AUTHORIZED SIGNATURE II¦nn009 ss so I:n 5 3 1 In 591,1: I.it,nnn-r; Shill