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HomeMy WebLinkAbout19980380 Ver 1_COMPLETE FILE_19980504State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director L74 A ?WA NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES June 15, 1998 Cherokee County DWQ Project 980380 APPROVAL of 401 Water Quality Certification Mr. William Hughes, Mayor PO Box 130 Murphy NC 28906 Dear Mr. Hughes: You have our approval, in accordance with the attached conditions and those listed below, to impact 0.01 acres of wetlands or waters for the purpose of installing a sewer line, as you described in your application dated May 4, 1998. After reviewing your application, we have decided that this impact is covered by General Water Quality Certification Number 3101. This Certification allows you to use Nationwide Permit Number 12 when it is issued by the Corps of Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition conforming to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786. Sin el , r on How d, Jr. P.E. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DWQ Regional Office Mr. John Dorney Central Files 980380.1tr Division of Water Quality • Non-Discharge Branch 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50'% recycled/ 10% post consumer paper @McGill ASSOCIAT June 4, 1998 Mr. John Dorney North Carolina Department of Environment And Natural Resources Division of Water Quality 4401 Reedy Creek Road Raleigh, North Carolina 27609 Dear Mr. Dorney: .64 ry.`l ?e k ? ?? ? w RE: US 64 West Sewer Improvements Town of Murphy Cherokee County, North Carolina DWQ# 980380 In response to your letter, dated May 12, 1998, please find enclosed seven (7) copies of the executed Pre-Construction Notification Application for the above-mentioned project. The US Army Corps of Engineers Action ID# is 199803703. Per our telephone conversation, the remainder of the necessary information was submitted with the original application. If you have any questions or require additional information, do not hesitate to give me a call. TDH/gec Enclosures Cc: Randy Wiggins Anna Payne David Baker, w/enclosure Storrow/96262/letters/Wjun8. doc Sincerely, McGILL ASSO IATES, P. A. T. DEAN HANEY, EII.T. E n g 1 n e e r 1 n g P 1 a n n 1 n g F i n a n c e ,If( Gill Acso(iatcs. VA, • P'O. Bo> _'_'S9, .khcril/c..NC 2R802 SS Broad Slrerl.:lshrrillc. NC 28S01 -04-'S_'-11575 • FA 704-'S2-25/S DWQ ID: 'f 00 3 90 CORPS ACTION ID: 199803703 NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) PRE-CONSTRUCTION NOTIFICATION APPLI-.ATJ9??``Jj_ FOR NATIONWIDE PERMITS THAT REQUIRE: E U 1) NOTIFICATION TO THE CORPS OF ENGINEERS 2) APPLICATION FOR SECTION 401 CERTIFCATION 3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEIV? `t 1'T 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 MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27609. PLEASE PRINT OR TYPE. 1. OWNER'S NAME: William N. Hughes, Mayor 2. MAILING ADDRESS: PO Box 130 SUBDIVISION NAME CITY: Murphy STATE: NC ZIP CODE: 28906 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): Near 486 Hiwassee Street, Murphy, NC 3. TELEPHONE NUMBER: (HOME) (WORK) (828) 837-2510 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORA'T'E OFFICIAL, ADDRESS, PHONE NUMBER: 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Cherokee - NEAREST TOWN: Muimhy SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) 300'± North of the intersection of US 64 West and Hiwassee Street (US 64 Business) in the western portion of Murphy 6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed tributary RIVER BASIN: Hiwassee River 7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURSE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YES ( ) NO ( x ) IF YES, EXPLAIN: 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIROMENTAL CONCERN (AEC)? YES ( ) NO ( x ) 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 PROJECT? YES ( ) NO (x ) 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 ( x) IF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 1.5 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: .001 10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: EXCAVATION: .001 FLOODING: OTHER : DRAINAGE : TOTAL ACRES TO BE IMPACTED: .001 10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: Stream channel will be restored to original contours. LENGTH BEFORE: FT AFTER: WIDTH BEFORE (based on normal high water contours): AVERAGE DEPTH BEFORE: AFTER: FT (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: x CHANNEL EXCAVATION: COONSTRUCTION OF A DAM/FLOODING: OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? POND SURFACE AREA? WHAT IS THE EXPECTED 12. DISCTIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) Stream will be diverted through temporary corrugated metal 1pii3e to provide dry work area & prevent sedimentation from entering stream. 13. PURPOSE OF PROPOSED WORK: Install sub-aqueous gravity sewer line to expand service area of Town of Murphy sanitary sewer collection system. _ 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) Stream must be crossed in order to provide sewer service to economic development areas. 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERIVE REGARDING THE PRESENCE OF ANY FEDERALY 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: -April 29, 1998 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED April 29, 1998. 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC (STATE) LAND? YES ( x ) NO ( ) (IF NO, GO TO 16) a. IF YES, DOES THE PROJECT REQUIRE PREPERATION OF AN ENVIRONMENTAL DOCUMENT PURUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES ( ) NO ( x ) b. IF YES, HAS THE DOCUMENT BEEN REFIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ( ) NO ( ) N/A IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATIONFROM THE STATE CLEARINGHOUSE 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. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF 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 STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF I INCH EQUALS 100 FEET OF THEIR EQUIVALENT. b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. 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 PROPOERTY? Residential/Light Commercial IF APPLICABLE, WK-kT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WTLANDS OR WATERS OF THE US 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 WATER QUALITY CERTIFICATION, AND 3) (IN THE T`-VEN1Y COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director Mr. T. Dean Haney McGill Associates PO Box 2259 Asheville, NC 28802 Dear Mr. Haney: A 00% MOM AMIN= NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES May 12, 1998 Re: Town of Murphy-US 64 West Sewer Improvement Cherokee County DWQ # 980380 The Division of Water Quality has reviewed your submittal for a 404/401 permit sewer line construction in Cherokee County. Your application was not complete since the attached application was not included. Please provide information regarding the location of this project. This information is needed by DWQ in order for us to decide whether this project is approvable. I can be reached at 733-1786 if you have any question. Until this information is received, I will request (by copy of this letter) that the Corps of Engineers place this project on hold. Also, the project will be placed on hold for our processing due to incomplete information (15A NCAC 2H.0507(a)(4)). cc: Asheville DWQ Regional Office Wilmington District of Corps of Engineers Asheville Field Office Corps of Engineers John Dorney Central Files Sincerely, Joh R. Dorney Wa r Quality Certifi on Program 980380.hld Division of Water Quality - Non-Discharge Branch 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper r Mc Gi A S S O C I A T E S April 29, 1998 Mr. Rupert Westfield Land Use Specialist Tennessee Valley Authority 201 Old Murphy Road Murphy, North Carolina 28906 MAY " GROUP i??!i RE: US 64 West Sewer Improvements Town of Murphy Cherokee County, North Carolina Dear Rupert: Please find enclosed, for your review, the following: 1. Five (5) copies of the 26a Application executed by the Town of Murphy. 2. Five (5) copies of the location map. 3. Five (5) copies of engineering drawings, including plan and profile with related miscellaneous details. 4. One (1) check in the amount of $500.00. In general, this project will consist of approximately 7,000 LF 12-inch gravity sewer line, 22,000± LF 8-inch gravity sewer line, 11,000± LF 6-inch sewer force main and two (2) sewer pump stations. The project will begin at Sta. 16+32.53 Line "B" of the recently completed Hiwassee River Trunk Sewer Line. The portion of the proposed sewer improvements that relates to the 26a application is approximately 260 LF (Sta. 10+13.92 - Sta. 12+91.64) of 12-inch gravity sewer line located east of Hiwassee Street (US 64 Business) at the beginning of the project. This section of sewer line will be located primarily within the existing utility easements for the Town of Murphy and will also be a replacement of existing sewer lines that have a history of maintenance problems. Manhole Nos. Al and A2 will be located where existing grade is below the top of gate (1526.50') and the maximum surface contour (1532.00') for Hiwassee Lake. These manholes will have watertight lids and a top elevation of 1528.50'. A subaqueous crossing of an unnamed tributary of the Hiawassee River (Sta. 15+40), located west of Hiwassee Street near the No Name Deli, will also be required. The stream will be temporarily diverted through a corrugated metal pipe during construction to provide a E n g i n e e r i n g ' P l a n n i n g • F i n a n c e McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 18801 • 55 Broad Street, Asheville, NC 28801 704-252-0575 • FAX 704-252-1518 Mr. Rupert Westfield April 29, 1998 Page 2 dry work area and prevent sedimentation and/or uncured concrete from entering the stream. The streambed and stream banks will be restored to original contours upon completion of construction. All manholes will be precast concrete and the proposed sewer line will be Class 50 ductile iron pipe. Copies of this application are being submitted to: US Army Corps of Engineers North Carolina Department of Environment and Natural Resources Division of Environmental Management North Carolina Wildlife Resources Commission State Historic Preservation Office If you have any questions, or require additional information, do not hesitate to call. Sincerely, McGILL ASSOCIATES, P.A. -I-/ ?1? IL4,co-1 0 T. DEAN HANEY, E.I.T. Enclosures Cc: Randy Wiggins Ann Payne David Baker w/encl. John Dorney w/encl. Mark Davis w/encl. Renee Gledhill-Early w/encl. David Moore w/encl. storrow/96262.00/rw29ap8. doc APPLICATION FOR Def.,. t S;ualt of Iho Army (/)?i)1'ern?it nnfl/oir Tclmmsee Vnlley Ati(hurily (TVA) Sectlofl 26n Approvfll 71,n 11 • 01- tit ur tho Arn?y (IM) rernrft program Is euthnri ed Ity $"lion to of the Rivets tihd Ilarlrtttn Ant of 1899 and Secdvrr 40/ of ttte Clean Water Ad (I?,1,. 93. 417)• 'ihtse Inwn rcquirr Immits atilhtxirinit sitltctnrca and work In tw of ring navigahle walHa of die hailed Staten and the 0cltatte of dtedged M fhl nuteriai Into wnlrta vl the I+n11rd Rich,. Yectinn 46a of The'IvilMsste Valley Awhvilty Act, as antendrd. IwoNtills the commnldlun, otxratlnn, tit ennintettnnce of any almebne aKeell navisailon, fl,K+d ennpol, it rrd?ifo lands or teservatinns amore., OWN, or In the Tannessre River m any of its trifratailes until planwft+ Am%cttttalnrcllm, o(ttialittn, and malnicnance have besrk auhmiticil to and aplwoved by the Tennlttt* Valley Mulrntily ('IVA). ,- Name and Addrrsn of Aplainant Koine, Addrrss, and'Irl a of 4ttlhvtiu itrnl Town Council William N. Hughes Town of Murphy Post Office Box 130 ?,9 •.'% ?: Post Office Box 130 Murphy North Carolina 28906 Murphy, North Carolina 906 R' " °'• y' a N it I i t T c T ? 9T ne Nuntlr? F Tete h elt rtrr w ul" r q rt ? p Prime Office _. 28-837- 510 ,..? office 828-8_3Z-2510 Locadna whets activity eniRta nr will omir (Inelrtde ' Airydleatfvn submitted to n) m itant Native and Milt; if k6 300± feet north of intersection DA ® Yca d No 'IVA [ Yea p No S ' A US 64 Bus t.; an US 64/74/19/129 in Murphy, NC f)?te tiwivUy is (dtytvacd to nrtnuntnce August 19 9.8 near mile 96.5 of Hiwassee River U.a actlvhy is prni+mcA ter l+e comttletad Sep;U-mhlnr 19.9 8 Uesctil+e in tleta the rtnpnatd activity, to itutpvsr• and intendrd me (inivair, prddie, t phnrxrc al, tw nthrr). Uratxiha itittictures to hR tooted meludln= those piaord nn rill., piles, eR llangnt rlatftwn?c. Also describe the tylw, vvtnrvnition, and tiuantity of rttairllais to be. dfae:harged of placed In the. watcri the means of conveyance.; and the rvtuee of disdrarge m (ill niaterial, rletilt atlndt additivnnf stvelt if needed. Project consists of 260± LF 12-inch gravity sewer east of US 64 Business and one (1) sub-aqueous sewer crossing of an unnamed tributary of the Hiwassee west of US 64 Business. This portion of the proposed sewer improvements will replace an existing 8-inch sewer line with a history of maintenance problems. The proposed sewer line will connect to the recently completed Hiwassee River Trunk Sewer Line. ' hcsrin. I certify that 1 ant fn?tilUar Willi the inftamatioa colrlnined in thin gtpiication, and that so the Application Is htltby Iii0c far apprnval of the nctivltles dcacribrd hest of illy keewltiitt, anti Relief atidt inroimativn is true, mmpldr, and aasirata 1 funhrt t t iffy Ihnl f pnssrss the aVlhvtity,n undrttake the ptttirtrstKl tMiritien. ayrce that, If lids ?!td(faUstp la srbvroyed br T1!Qy It twin I t? i 1119,111.inchedsccnts and f91.!?hlnnn ty111cdnt evedlltoq?Jtal mgr be list ?1 D d ) M at the little Qt *onevy Ll'k to nvie he U.S. Atn?y (lorn_s of E?tdtKe lad eondl t w or rt Ualt Signature of Apitlieanl III U.g.{+. Srrlivn IMI inovidea drat. whervet, fn tiny monnel within the jrnisdielinn ld any dei+nttmrnl m agrnvy tit the United Sttitttr knctwinAly and willfully f Mlle., evnctRII, tit t:oveis lip Ily tidy trick, scheme, ctl deAct a tnalcrial fad or makes any false, fiditlrara vt ftawhlleni,tlatemest,t or 11q40enlatiom rs nAvl tit uses m • mist writing t+i doclimenl kpdwi"I same to mnlnin tiny false, rictillmts tit ftaudltitnl alalemrnt to rn ry, shalt be fined not molt: than SIO,tlQ(1 TO InpxIsonrA i:M 4nda Ihaa five yeata, or hnih. Tht spitivptisle. DA fee will ix. asernsed whrv a per+nit i- issued, w , Am, Nantes, Add(exatS, And trlrpboht nuntlxts or Adjnining ptuperty ovi aerR, IMxlta, etc., wltiRe iaipe+fiea ettq)uln the walttwAy. Alan Mercer 521 Licklog Road Hayesville, NC 28804 it1 t?1lNevlutAt I)A/1VA hcimila/pgxovaL M 11A _1_9MO 0 0 3 0 ,._ X7 TVA ? 2„-2L_ _. _ Pr,tnil Nomltet Data It Any portion of the Activity for wltlch oUINWlutllon in might nvw complete. 0 Y138 is w) If antwet is " Yui' atwh explanation. Month and yenr thr. Activity wAs 001111:IrleA ihdieate the existing work vri the drewingx. IJ.tt all algnovAls or certiricAllonx reQalred by oth er rrJetel, WeratntA, state, or local agchaiex for any simetircn, ooheltttc.tjnn, dlschargnt, depctrilx, or othtt ectivilleA dcorlibed In IhIA spittle Rllon. 1a W.U!g Atim, 111in11AiSli iv. ?7t c?(n?iGA4AD jI114?I?It3ipYli NCDENR' Non-disch arge WQ0015050 2-26-98 Pending Permit flat any RgtnCy deified RI?proVAl rim life Activity drxrtilwd htitin re (M Any RrliVily diftetly rei¦ltd to the nollvlly dcacrjhed hcrcinl U Yra JSI Nn (I[ "Y"" AN& explanaliin) Two netts of vfiginal drawings on 8" a 10 1/2" tracing limiter of good trpro4twildr rnpire that show the lorplivn and cimrnort or the InviHow activity fount lw attached to this application (tee Semple arewingx) sod Ire xub?nhtrd In the AI?Irtnpfiale U.S. Auny Corps of AriginccrR And IVA of[iveR at the Addremen listed hrlow. An Application that Is nit cirttpkle will be ?ct:trned rot Additional krotA?Rtion. Ir:fotmetion in the a111,llcation is ninde a hatter yr public terms) lhtmtsh iataenee it A politic notim, If warranted. Visolnntre. of the fhfonrntion letfUcxlr.A is voltimaryi however. Ilse data tecplested are ne.oedRAty In order to catnmunicate with the algdicnnt And to evabiate. the sPlrlicatiop, if heeesRary lhlvtmation Is not provided, rho. Applic•Ilon r.Itnnot ho ltrrw+essod line ran a prrmit/a1invval b o inRUed. e ttsi>amt0-pf t_k.ecwx?ntat 7.YASlltirs •tisns 11.3. Am?y t'otps of rinRinr.,s .: '1 epnexsce Valley A uhirhy Tcnnensee Valley Mnbodly Festers Ftrgnlatcvyd7eld tlfllte RVAttvolt land MAnagehlchl I)FTice Reaervolt Land Management OHine Pnti1(lfffae Box 463 opine, Ifrixtn)Project, Wofaval, WON", Walts flu And Melton 1till Resetvoiu i,.pair easy, Tevtnrrrpce 11771..046$ .1;1. i'atriak Ilcnry, arhl 36?fill if hltton 2009 Otobb Road C, Wolfs 1Rnoir (Sty, Tenntaxe.o 37771 Kemp.- 615-986.7296 Sttile 21 A.4I0S f ecft llenry l)tive 17?ohee 615/986.8506 rolmnandcr, Omhvllfa DiAtrict King.ryxvI.Tlnnextre 37663 Fast 615/986-4640 I.I.S. Army Ctaps of Rnginecip Intone; 615/239.0420 Post Office ilox 1010 Tax! 6151279-4381 TanneRteaVAldoy Avdimlty rGithville, Tenneute 37202.1070 Rrmvnir Land MRttaggntt?t Of[iee 1ltnnel 615.736-5181 Te.nncan:e Valley Authority Utickshkangtl and NickajRok itVttrvole i,xhd Managtmrht OMM Rrmvoirs U.S. Atiny Ct*pA of fingintri s Uirrokee And bta?glas Rtseivoila 41133 Highway 58 fitvvr Arrade IfniMing, Room 75 2611 Wrtl Anthew Inh11ton 1TIAhway ChAURnonga, Tenneasro 37416.1826 11 lts,Itry Park Avenue Mvrristown. Tenneaseo 371114 ll:ore, 615/894.611711 Asheville, North CalollnA 28801 1'110ner 615/381-5600 Mat 615/894-7061 Tax: GIS1632.8451 U.S.1hmy CvrpR of Rnginrelp Tehnewe valley Avthvtity flulldirg 110, poet Qillem 'I innettte Valley Awil oily Relttvolr tared Mansgcmcnt URtoe Vottst Park, QernglA 100.10.5000 Rexetvih Iand Managrmchl Qfrice Natrix Rexetvolr NO Lvttdonn, Tcllim. And 1lWanR Mttlrlle Unit No. 1 Rturvolra 17 RidgcwAy Road Suitt 300,804 1 111hWAY 321 Notth NottlA'NitnrBtre 97628-2000 Detinlr City. I> Knfinee 37771.6440 i'honet 6151632.1139 Phihlt 6151998.6653 Pact 6151632.1494 Taxt 61t19A8.9697 5 MI O, s{ ` , ? ,8? k ? C GaQj? . • PROJECT SITE/ ?° •• ' ? STREAM CROSSING ??• t,? ° , • - . ? ' J ?$ • n v PROPOSED •s J \,f SEWER . ty . • , , • b a ? ,,. , o Jq ss , IMPROVEMENTS " ~ . S? ??Ili APPLICANT: PROJECT: CHEROKEE COUNTY U.S. 64 WEST SEWER IMPROVEMENTS 201 PEACHTREE STREET MURPHY, NORTH CAROLINA 28906 ADJACENT PROPERTY OWNERS: PROPOSED CONSTRUCTION: 1. MERCER CREEK GROSSING LOCATION: • U.S. 64 WEST COUNTY: STATE: CHEROKEE NORTH CAROLINA A S S O C I A T E S SCALE: N.T.S. DATE: APRIL. 1998 SHEET 1 OF 5 ENGINEERING- PLANNING•FINANCE r iF S75'00'0"W \ \ EXISTING NE 116.00 ` off{{ PROPOSED STA. 17+74.20 LINE-A NAIL: MCDDB 4A D PGC57 1-* MANHOLE N=522564.053 I 7 45 E=494055.830 P \ LIGHT POST / 1 "MCD IMLDS" DROP INLET y \ \ I DROP INLET DROP INLET \ "SIGN E GE OF SHR TOP MH ICUR G WATE -t - 2-11 GRAVEL SIGN CONC. PAD y DROP INLET v DROP INLET DRIVE / 00 i'WAU? FLOWER BED NAIL: Y' G12.•`? r N= 522657.082 I ARICING METAL E ao ':AREA =494272.264 slcN LIGHT i y Q POS fYI?M y j I ?i •UMETAL) I ASP ALT ?N Zc? slcN I PA KING S 13. 15' 00" W A EA m 129.00' G 1 [+17M PROPOSED propane 10 DIP SEWER LINE-A I 32 pop / tank I ?I . tQ I 22" pt?War UP hQ i ' poplar PROPOSED STA. 16+45.20 LINE-A 10 MANHOLE #A6 I I I I° 3?polbr 0" triple I I maple J I double I locust S 50' 49' 36" W CONC.. DRAIN 125.00' ' l $ // PLAN SCALE: 1 "= 50' APPLICANT: CHEROKEE COUNTY 201 PEACHTREE STREET MURPHY, NORTH CAROLINA 28906 PROPOSED CONSTRUCTION: CREEK CROSSING STA.: 15+20.20 LINE-A PROPOSED MANHOLE #A5 / N=522806.8731 E4494208.2184 PROJECT: U.S. 64 WEST SEWER IMPROVEMENTS LOCATION: U.S. 64 WEST COUNTY: STATE: CHEROKEE NORTH CAROLINA SCALE: AS SHOWN DATE: APRIL, 1998 SHEET 2 OF 5 ADJACENT PROPERTY OWNERS. 1. MERCER gIMCGIII A S S O C I A T E S ENGINEERING- PLANNING- FINANCE TOP TOP Elev. 1542.50 6" W/L 7 C EXI TING GROUND - 1540 \ J TOP = 15 Elev 75 . . 1535 1 / ,ZM o? U / O? o 1530 PRO FILE CALE: HO IZ. 1"= 50 ' 1525 VE T. 1 5' 1520 Q Q Q w ? w :3 w =3 NLO N? NCoto N? to I n 0) 11) 1515 (s Q Lo N L d 4 w+!? II ? II 0r- w+w?ll p?0? I? w+? II --0 O II 0 !TTO 0 w c . M ~ °a z m d » > 1510 ain? c c ?t n i c c c 15+00 15+50 16+00 16+50 17+00 17+50 18+00 APPLICANT: PROJECT: CHEROKEE COUNTY U.S. 64 WEST SEWER IMPROVEMENTS 201 PEACHTREE STREET MURPHY, NORTH CAROLINA 28906 ADJACENT PROPERTY OWNERS: PROPOSED CONSTRUCTION: 1. MERCER CREEK CROSSING LOCATION: U.S. 64 WEST McGill COUNTY: CHEROKEE STATE: NORTH CAROLINA A S S O C I A T E S SCALE. AS SHOWN DATE: APRIL, 1998 SHEET 3 OF 5 ENGINEERING• PI ANNING• FINANCE VARIES RESTORE RIVER BANKS - 0 ORIGNAI. GRADE CLASS e Rl~ 12' TO RIVER BED 'END RIPRAP A MN. OF BELOW STREAM BED OucTLE IM PIPE RIVER CROSSING AND RIVER BANK STABILIZATION APPLICANT: CHEROKEE COUNTY 201 PEACHTREE STREET MURPHY. NORTH CAROLINA 28906 PROPOSED CONSTRUCTION: CREEK CROSSING PROJECT: U.S. 64 WEST SEWER IMPROVEMENTS ADJACENT PROPERTY OWNERS: 1. MERCER LOCATION: U.S. 64 WEST COUNTY: STATE: !MM Glo CHEROKEE NORTH CAROLINA A S S O C I A T E S SCALE: N.T.S. DATE: APRIL. 1998 SHEET 4 OF 5 ENGINEERING* PLANNING- FINANCE IAGS STREAM BED . wwu." L1119C TEMPORARY STREAM DIVERSION APPLICANT: CHEROKEE COUNTY 201 PEACHTREE STREET MURPHY, NORTH CAROLINA 28906 PROPOSED CONSTRUCTION: CREEK CROSSING '_OCATION: U.S. 64 WEST ?OUNTY: STATE: CHEROKEE NORTH CAROLINA SCALE: N.T.S. DATE: APRIL, 1998 SHEET 5 OF 5 PROJECT: U.S. 64 WEST SEWER IMPROVEMENTS ADJACENT PROPERTY OWNERS: 1. MERCER !21MCGIII A S S O C I A T E S ENGINEERING* PLANNING- FINANCE 3JNVNI3•ONINNV7d•DNI?I33NION3 ""' VNI108YO HIHON %kiNnoo 33MOM3HO ty-L9L96 ? 1 "'111, I sale I o o s s v 00+% YlS - OO+OI 'd1S F- C„7 j ets .-_Z4L (VOL) IIY? J?Hdu(1W J0 NMOl 9661 '118dv :NOISIA3a 3?I?Oad - Nt/?d w o 6S0- (106) 'lid V 'bss,?, b ; • S1.N3W3AOadW1 83MBS 031ON Sv :3WDS V-3NIl 89M3S • ?. '3 171A3HSV j;Hti,' 33HIS OVOHG SS 1S3M v9 '$ n 966t'L998B3ON 130r n q i S h R H R '^ ° <Z ;? I o <m u? ! I I i t3 i < ? NO: irv ? I ! I i ! I ry WS t 2: 0 SC FS I I I ?R J cyc! i YW ? 9 ?tb 3 I I ?• ' I i ? W 1r ; 1 Z?z < W ??? ? I ! I ! ! 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I S I C I I. i I I I I f\ I I i if9tt 0Zt6V-3 louzu-N 3lOHNVYI 3sOdOMd ! j M37N? ?J I "I Ol 3NIII8W ONI1S 103NNOO SLY Sl -'^013 - I I SV 3lOHNVn Id01 0 OdO d V 3NnIOz'0 +Sl.'V1s i 8 I I I ! I I ? I I ? i I ? I I I ? ! I ! i V) I ! j O j d i i ' i j I I Z ! I I I I U I i C? ffi Y$ I I I I I I I gg N i3 Be I X • f W I i i od 6 M I I I i W • l O o : s n ?3 a dp , ! I i ! ; n n ! I i J :I now McGill A S S O C I A T E S April 29, 1998 Mr. Rupert Westfield Land Use Specialist Tennessee Valley Authority 201 Old Murphy Road Murphy, North Carolina 28906 9803$0 RE: US 64 West Sewer Improvements Town of Murphy Cherokee County, North Carolina Dear Rupert: Please find enclosed, for your review, the following: 1. Five (5) copies of the 26a Application executed by the Town of Murphy. 2. Five (5) copies of the location map. 3. Five (5) copies of engineering drawings, including plan and profile with related miscellaneous details. 4. One (1) check in the amount of $500.00. In general, this project will consist of approximately 7,000 LF 12-inch gravity sewer line, 22,000± LF 8-inch gravity sewer line, 11,000± LF 6-inch sewer force main and two (2) sewer pump stations. The project will begin at Sta. 16+32.53 Line "B" of the recently completed Hiwassee River Trunk Sewer Line. The portion of the proposed sewer improvements that relates to the 26a application is approximately 260 LF (Sta. 10+13.92 - Sta. 12+91.64) of 12-inch gravity sewer line located east of Hiwassee Street (US 64 Business) at the beginning of the project. This section of sewer line will be located primarily within the existing utility easements for the Town of Murphy and will also be a replacement of existing sewer lines that have a history of maintenance problems. Manhole Nos. Al and A2 will be located where existing grade is below the top of gate (1526.50') and the maximum surface contour (1532.00') for Hiwassee Lake. These manholes will have watertight lids and a top elevation of 1528.50'. A subaqueous crossing of an unnamed tributary of the Hiawassee River (Sta. 15+40), located west of Hiwassee Street near the No Name Deli, will also be required. The stream will be temporarily diverted through a corrugated metal pipe during construction to provide a E n g i n e e r i n g • P l a n n i n g • F i n a n c e McGill Associates, P.A. • P.O. Box 2159, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801 704-152-0575 • FAX 704-251-2518 Aw. Mr. Rupert Westfield April 29, 1998 Page 2 dry work area and prevent sedimentation and/or uncured concrete from entering the stream. The streambed and stream banks will be restored to original contours upon completion of construction. All manholes will be precast concrete and the proposed sewer line will be Class 50 ductile iron pipe. Copies of this application are being submitted to: US Army Corps of Engineers North Carolina Department of Environment and Natural Resources Division of Environmental Management North Carolina Wildlife Resources Commission State Historic Preservation Office If you have any questions, or require additional information, do not hesitate to call. Sincerely, McGILL ASSOCIATES, P.A. /9_1- 4 ?Lu l T. DEAN HANEY, E.I.T. Enclosures Cc: Randy Wiggins Ann Payne David Baker w/encl. John Dorney w/encl. Mark Davis w/encl. Renee Gledhill-Early w/encl. David Moore w/encl. storrow/96262.00/rw29ap8. doc L, APPLICATION FOR Deist. I I'monva-live Army (DA) Permit and/or 'I'vitlence Vniley Aulhurily (TVA) Section 26n Apt i-ml Pm Fl • t hnM Ott of the Arnhy (nA) rern,ll program Is autl,orirP-d fiy Section 190f the Rivets Ana nlut"n AM of 1099 and Seetlm 404 of live skein Wain Ad (r.I,. ys. 417). 11"19 Inwa fcynitt pel mitt enthorhinE .41,urtnfto and wot k In cn affnr:tinI navigable watelR of the Unitrd Slates and the dfsehaf rte of dtedged el fill tttstrrinl iMe wetrrn as the 11010su,len. Srcllon Viis of the Trnittme Valley Aulhetlty Ail, aA antthdrd, prol0hiii the coostmdlun, rm"Rilon, el rnainttnnnee rd any aunraet Affect) navigallnn, l1-KA co"ltol, tt p,dtlie lands ot trscrvntrons attars, along, of In ills Tannessre River lit any of fix irihnlAllts until plaAn for strch conalttrMlert, ofietatlon, and nialhlehance have beck, rnhntiutd to and aptxoved by the T•ennemi* Valley Mrtbntily (IVA). Nnms And Addrrrs of Apidineni Nalne, AAdtaas, antl'Ut a of AsormlLC genf Town Council William N. Hughes Town of Murphy Post Office Box 130 Post Office Box 130 Murphy, North Carolina 28906 q? Murphy North Carolina 28906 i _ 41998 1' N b htr Teleph(ma Nutn )?rile e(rphone er um Office _$28-837-, 510 urrion 828-8.3., 7 2510 LAWAtina whets. 019livily 6XIMA at will oocttr (Inch,ilti Algtlleallen submitted in Shtatn Namr and Mile'. )f known) 300± feet north of intersection DA ® YtR (3 No 'IVA tj Yri 0 No ` ' ? US 64 Bus ° ( St:) an, US 64/74`/19/129 in Murphy, NC DAte. autvityisp,gnmcdtoanmmen9o August 199,8 near mile 96.5 of Hiwassee River gate araivity it propnaA to he compicteA apt" pmh P r 1 ()98 - De'selihe to tlda the r+rnpnard Aclirily, ry rnitlKoe and intended sae (r+tivair, pnhlie, votnilrrc. sl, or Mhrt). 1)rsaiha strtclures to he elected ne oding those 0-4 0" fill., piles. or lloatlhs plitirmnts. Also dtsetihe live tyln?, t otr"Ition, and Quantity of n,ateliAls lobe. discharRrd 0 placed In the walcrl If'* meals of onnw.yanta; and the sonter of dimdtarge in fin Material. piege nnach additional sheets if nccdcd. Project consists of 260± LF 12-inch gravity sewer east of US 64 Business and one (1) sub-aqueous sewer crossing of an unnamed tributary of the Hiwassee west of US 64 Business. This portion of the proposed sewer improvements will replace an existing 8-inch sewer line with a history of maintenance problems. The proposed sewer line will connect to the recently completed Hiwassee River Trunk Sewer Line. • Applfalion is hctcl,y m?tic tat apprnvnl of the acgvltits des«il,td hctein. i atrtfty that I pill frttniliar will$ the inftamntioa cnptain94 in thin 911111osrl(M, slid that to the first lit Illy knowledge and helirt anch inrotnlatlon Is true, complar, And Aar:ltrate• 1 fortbnr "I lily that f pntsectt the Whotity to u114314ke the pin,postcl Rdiviti". I acm that, karts tur18(retbtr lit nnDrtrrcd by Tyd,, IL?+II cnlnrl .?1 .Utz >,itAthed t??.r ntrtrl f91!tliaon ry?ueet?l t oe ill Ii?1hA1 cowl6f (Il d?k ?eJ?phdl i ns er rt M at the Irnefoooyl,['kdce'note the US;1f5„rnr Co f 'ndrtrt 7 6eA Z / 4 e3z /- Igzz )tall: Signature of Applicant i g U.S.C. Srtlion 1(1(11 inovidr-R that: Whoevff, In Any nlannet within the ktrisdirtlo n td Any depnttment of agr:Ary tit Site united States knowingly and wilirully f blur., eonee.als, of r=avels upity any aitk, schema. tw de-vice a tn.ledil fad of mAkes Any faint, rMitimin tR ftatl(hilml slatcntratA ql Inlifsthtatiom nr nlAnt M uses w- false Wtitlna rd docutntnt kogoing same to contain Any false, f1ditlmta ohf fimlolenl ntalen,9nt ut natty, shlill be I?nrd not late than SI(1,ow eR ing+thonrA lint 4Ada 111.111 five yenta, M both. The roptoptiale. DA fee will be assrasrd when a peimit is issued, a rJ Norm& addreASu, end letridtoht numhelp or adjniuing Intq+erty mvner., tea?etJ, etc., wltt?te irt+pulieR also Jtdh the waterway. Alan Mercer 521 Licklog Road Hayesville, NC 28804 11-d of Ilteviotra DA/1VA primlta/allptovals IJ DA 1 ? 0 0 0 3 )7 INA Prrrnil NumlMe Data iR any portion or lilt activity rnr wh1uh atphnrIZAtlon IR arn,ltht now Co"JOIlt 13 Y117 is vu If answet Is "Yea" mach explanation. Month and gent the. nctivity was oonM;irteA _. ,• _ , ,_ Indicate the existing wok tm the drawings. LbI all approvals or vertiricarinn• rrQUhed by other rrd.tAl, Weraate, slate, of IncAl Agrhrlra rnr any slhrcturea, oohattttctinn, discltarps, dept rils, nr od,et cdviliu drAciilied In thlA nppl(c:Atlon. Ltfkil.X Asinc]r ll?? AetYnvR1 W&W IEWLLMIAi u1tWaluo qu 1L1t,sf.. U2111l I . NCDENR* Non-disch arge WQ0015050 2-26-98 Pending Permit 110s any agency denird approval rot the activity drstwihod hepeln or rnr any aetivily direwy t.lntrA to die aotlvily dcACrlhed hcrcin7 L1 Yea 10 No (If "Yri" altaelt eiplAnelitm) Two was of wiginA) drewittglt on 11" R 10 112" hacing lrnlw.r M (food rrprodthA11r.. crpica that show the Iocelioh and chnratirt of the lnuinrtltJ activity MW fie allAehed to this application (see sample dfawinptr) and Ix attbrnlned to the splanptiale 11.4. Arrny Corps of I:Ihglnccaa nrtrl TVA offitxa at the addreRAen listed below. An till limilan that Is not rmnptet. will he tcturned rot AdditinnAl inrothration, Inrotmallon in the. application is made it htautr td public rrraxd ihtotlgh iamanee of a indrlic fttKim, if warranted. Disclnrun. Of the Ihhrroralinn fequcah:d is vohitdatyl llnwever. Ilia data tequtsted are ntatmAry in ardee in communicate with the algrlicant and to evAhtate the iqlpdicatinn. If hcetAAaty Inrtrtnatinrt is not inmided, th? Application rtannot bo ivw*4 tcd nor ran a prrmiValtinbvA be. Imsucd. e L?limtflUSM 9? ttuxy(fio43.. :I.YA i11?s3<ld?cat_311? U .S. Army Cwps of iinginrets .:, . ' 'Mein- wee Vality Authority Tennessee VaDey Awbotity ['at?irtn kr11ulMgy field (Orrice ReRr:rvolt Land MAnagtmrht I?rrjCa Reaennlt Lahd Manngemeht (Thine Post Offfae Box 465 Doonr, Bristol Project, WAtauga, Willa", Watts flar and Melton Hill Refttvoira r cpgir (:fly, Tvgnrapce 11771 M465 1't. Pahtek Ilcnry, and Sotnh Itol.Hon 20" t7ttibb Rod _. . ...... . .: . . ..,. . . . _ Reeervnir? _. . Lenoir (;rely, Tenneanc.o 31771 Iltnne: 615.986.729Cr Suilc 2111.4105 rvrt Ifenry Iltive 111ehet 619996.8506 t'muirnander, Ntithvlllo INatrict Kinghxr4 TcnncAare 37663 Fast 613/9116.4640 U.S. Army c'teps or lingine.ts Iltona: 613/239.0420 Post office linx 1010 Fax! 6131239.43111 Trnr,eRA.a Valley Audiotity Nesbvilie, Tennextee 37202-1070 Reatrvoir Land Managgntrtt Office Iltnnet 613.736.51111 Te.nt mom Valley Authority ChIckeheanga and Nickajnpk ItUttrrort I,ahd MAnatement (Mice Rrmvoirs U.S. Atmy Vtepa of Rngin.ets VIC104e ahd Douglas Rescrvnits 4113 ilighway 58 (lows Arcade Hnilding, Room 75 2611 West Andrew lnhosnn 11111hwny CftallannngR, Tenorareo 17416.1126 11 Ita,tery Park Avenue Mvnietown,'1'eneerseo 371{14 1ltnne. 6131894 61178 khevilie, North Catollno 21801 iltonet 6195119-3600 I'm 615/894.7061 Fora: 615/632.8451 U .S. Army Cvel+a of rnpineerR 'rehntnllCO Valley AWipi ty Dulldinll 110, Prel Qlllern Tennraste Valley Atttlttrhy Resttvoir Und ManAgemcnl Woe forest Park, QemgiR 30050.3000 Resetvoll I and ManAgrtnchl Office NotriR kratxvolr 1161 Louduun. TtIlim. And ilunlanR Mublle (Init No. 1 KrAttvalra 17 Ridgeway Road Suitt 300, 504 llighway 121 North Nottle'ttnncnoee 97928.2000 1Ritnk COY. Ttlia"Ree 37771.6440 1'bttnc1 6131632.1339 Phontl 6151999.6633 PAst 6131632.1494 Fast 61519911.9697 r s' •sl / PROJECT SITE/ STREAM CROSSING PROPOSED SEWER IMPROVEMENTS XNq18<17; RS'7 ITS APPLICANT: CHEROKEE COUNTY 201 PEACHTREE STREET MURPHY, NORTH CAROLINA 28906 PROPOSED CONSTRUCTION: CREEK IMSSING LOCATION: U.S. 64 WEST i Teti r 1 6 ?? n ?lL, o r. ., <A ar COUNTY: STATE. CH ROKEE NORTH CAROLINA SCALE: N.T.S. DATE: APRIL. 1998 SHEET 1 OF 5 o - S , 60 PROJECT. U.S. 64 WEST SEWER IMPROVEMENTS ADJACENT PROPERTY OWNERS: 1. MERCER A S S O C I A T E S ENGINEERING- PLANNING- FINANCE S 75' 00' 0" W \ EXISTING WATER LINE 116.00 ` \ ?? PROPOSED \ MCDO ALD'S CORFU. STA. 17+74.20 LINE-A NAIL: , DB74 PG 57 II pMANHOLE ? g 4g E=494055.830 ,- LIGHT POST \ I 'MCDQt?NIDS" DROP INLET \ ,,D11?`R::OP INLET -- -7? DROP INLET \ W00 - SIGN E GE OF SHR R 1n \ POST I ?- - - TOP MH R \?? ICU G WATE - `*A - GRAVEL 2 N4 IGN CONC. PAD DROP INLET DRIVE ? DROP INLET / I WALK FLOWER BED Y.RhK?V L r-'. r NAIL: ING N=522657.082 METAL AREA E=494272.264 slcN \ of OS "`;•"; / \pr- I ?Ji • METAL I ASP ALT Zc? SIGN I PA KING $ 13' 15' 00" W N N AEA m g 129.00' G I T PROPOSED propane -12" DIP SEWER LINE-A I 32 pop tank J fdo UP I 22" p/Tplar poplar PROPOSED -A I STA. 16+45.20 LINE 30"?pa?ar MANHOLE #A6 triple I maple -? I double I locus` S 50' 49' 36" W 1 DRAIN.. ' DRAIN 125.00' COVER /STA: 15+20.20 LINE-A PROPOSED PLAN / MANHOLE #A5 / N=522806.8731 SCALE: 1"= 50' E 494208.2184 APPLICANT: PROJECT: CHEROKEE COUNTY U.S. 64 WEST SEWER IMPROVEMENTS 201 PEACHTREE STREET MURPHY. NORTH CAROLINA 28906 ADJACENT PROPERTY OWNERS: PROPOSED CONSTRUCTION: 1. MERCER CREEK CROSSING LOCATION: U.S. 64 WEST COUNTY: STATE: g1m G CHEROKEE NORTH CAROLINA A S S 0 C I A T E S SCALE: AS SHOWN DATE: APRIL, 1998 SHEET 2 OF 5 ENGINEERING* PLANNING•FINANCE TOP TOP Elev. 1542.50 6- wA - E . - S. S 1540 EXIS TING GROUN All TOP Elev.= 153 4.75 _ 1535 ZN p?P , Y LA o O 1530 S O?Q PRO FILE 'S CALE: HO IZ. 1'= 5 1525 VE T. 1 "= 5' 1520 Q Q Q w Z w Z Zi w cl, :3 N U-) N u7 N (D to O co 0 I- M N to co M 1515 p to N M ui Q st' t? II w -I- +I?II? w w+?I ? III O?O 3 I? 03 0T- Ic O?O Q ? c _ ?F-Q>> • w Q>> • Z ?F c > 1510 (LU) m s Il cn 7 c c o. cn m c [F -s 15+00 15+50 16+00 16+50 17+00 17+50 18+00 APPLICANT: PROJECT: CHEROKEE COUNTY U.S. 64 WEST SEWER IMPROVEMENTS 201 PEACHTREE STREET MURPHY. NORTH CAROLINA 28906 ADJACENT PROPERTY OWNERS: PROPOSED CONSTRUCTION: 1. MERCER CREEK CROSSING LOCATION: U.S. 64 WEST COUNTY: CHEROKEE STATE: NORTH CAROLINA A S S 0 C I A T E S SCALE: AS SHOWN DATE: APRIL. 1998 SHEET 3 OF 5 ENGINEERING* PLANNING•FINANCE VARIES I 1 VARIES RESTORE RIVER BANKS -? 0 ORIGINAL GRADE CLASS B RIPRAP 12- TO 19" RIVER BED EXTEND RIPRAP A MN. OF 6" BELOW STREAM BED OUCTLE IRON PIPE RIVER CROSSING AND RIVER BANK STABILIZATION APPLICANT: CHEROKEE COUNTY 201 PEACHTREE STREET MURPHY, NORTH CAROLINA 28906 PROPOSED CONSTRUCTION: CREEK CROSSING PROJECT: U.S. 64 WEST SEWER IMPROVEMENTS ADJACENT PROPERTY OWNERS: 1. MERCER LOCATION. U.S. 64 WEST 21MCGill- COUNTY: STATE: CHEROKEE NORTH CAROLINA A S S O C I A T E S SCALE: N.T.S. DATE: APRIL, 1998 SHEET 4 OF 5 ENGINEERING •PLANNING•FINANCE f 4'r.If1 1RM NIA AGS STREAM BED TEMPORARY STREAM DIVERSION APPLICANT: CHEROKEE COUNTY 201 PEACHTREE STREET MURPHY. NORTH CAROLINA 28906 PROPOSED CONSTRUCTION: CREEK CROSSING PROJECT: U.S. 64 WEST SEWER IMPROVEMENTS ADJACENT PROPERTY OWNERS: 1. MERCER LOCATION: U.S. 64 WEST COUNTY: STATE: !MMCGIII. CHEROKEE NORTH CAROLINA A S S O C I A T E S SCALE: N.T.S. DATE: APRIL. 1998 SHEET 5 OF 5 ENGINEERING- PLANNING•FINANCE 0 O ? O U N O N {? O U U s O I I I I i I ? C) I - 0 L' E n O Z ? ?? x i r i < G C a i1 i V1 .S 0 i r ¢ O U o O I I I II i i I N j f t > A i ?+ U 0 o tA ? ?D + m , C r ti O t Z m 0 u 1 a / o ? v STA. 10+1 3.92 LINE A PROPOS D TO P z o m m C Inv. Elev. 1517.37 I TO P s > o 'o x m Inv. In = h517.47 E v.= 11528 0 >y? STA.:10+ 1.64 UNE A PROPO % MANHOLL Al V d W/WATER SLID A 90 EXTEND ED BASE / Inv. put Inv. In - 1517 51 517.71 I t • ?, I s ` v I I , ` ? ? , o i ' t I 4 I ? 1 ?` l I i 1 P I 1 . I/ I i , 1 ! IA ? ' I ! I ? ?; I ' I mA y ! 1 1 1 STA. 12+ 6.64 LINE - A PROPO ED ? I ? MANHOLE A2 T OP o o II W/WATER Inv. Put CHT LID 1518.10 D EXTEN ED BASE /i _ O 4amo I WI r/ v 1? 01 Inv. In 518.30 / -? - Zl oD I I -4rn O Zc > 1 Y D _ -_ - Iv ?? r m mmmC >?i0 I II ADD (OmD I I min b',:r/ ,o u?- 1 FI 0• m? III • / wi„r 1 1 .ry ' Z j \' Il?fl? enNi2 w mZ>t - -? I ? . / e$ 1 1 P' DO /i". ? UO 2+ TA. 1 1.64' LINE PROPOS D 1 T v a N N poR ?u,m m _ O v b + ra N 21 ° ? I 1 co 1 ?/ ut o m dim F/"/ mo. 1 1 ?' I DROP MA HOLE AA3 E v.='1533 0 ;' +k u m v cit Inv. Out 1518.50 Na I I N 5 J= Z'? Inv. In 524.39 O ? BUD - v Z - \ I (A? .10 I I ' 1 - _? I mZ:E L V) . / ?, m I 1 rn Y m z o 10 cn . N j 2 p 1 N N N ? gr? ? D V o rn ' I. O ?I ?N ,ON-St pp 8 l lm ' O + O 1 ? I. a ' > tpZN O „ 1 O O o y V2 wU G ~ O? ?' I I - 1 I F 'I V J.N2 UV? fp ? ?' O p C Z m I I i uim > C Z I > STA. '14+ 3.92 LINE A PROPO D 1 D I u Z v m v MANHOLE Out I I Aa 1524.77 524 7 _ s : / / I ' m a a w 2r m m I j x m z O nv. n = .9 I a ?OT v ° c o v am Nm z v O z c3 n m o N rl o > l > 4 ? ^' •? 1 I r, Z m z >< sT I, °IN ;I; > U 'U N m > q I 7,5 h xIN ? ?? c I Olr D D r wI> - r7h' Aim +. Z m ' I 12' I- DS ?!- '' ; 41 ? N I I IN' nlLn w U ra RR Im ZIm F > o F 1 A n ~ L O i o H R ut C c m y Qi I NmA N y 1 I I > A z ? Am ^' O ? r 00 1 I; m no c c in D II 0 N gar N m? r x Z O Z?D o x Z CA o2 D m > > C m O> z - o o N m : il o m c ol p c O v u iv m N D l? o F m -( p m 4 A OMr>- 2 ms ' p ?- i > < ?pp? n ) Z ( z I A ? O A 0 pZ 0 D oxo m ' 0 D Z 0 i z n? N U U N ,f Z P Z ? p S tOf _ : J@d NU.: 90Z02.VU U.S. 64 WEST I ^^" 55 BROAD STREET DATE; FEBRUARY. 1998 ; "1H ?;!R, A?HEVILLE, NC • _Pbl cn SEWER LINE-A SCALE: AS NOTED SEWER IMPROVEMENTS •?YtSi'a•• I'll. (704) 2521-0575 m BENSON APRIL, 1998 :• TOWN OF MURPHY = 5 ys FAX ,704, 252_251R MCG j PLAN - PROFILE f CAD STA. 10+00 - STA. 15+00 A S S o c i A T E s T T C? ;. VJ 96262-AI CHEROKEE COUNTY, NORTH CAROLINA .. ENGINEERING-PLANNING-FINANCE )1! O O O U U O {UJ O - U U O 1 I I I I f II Eft 1 ! u j m t u e A i o 0 • Z I I I i I d d n C 2 1 1 1 5 ?j p II 0 l ? m i? X r7 s Y - i 1^ 1 Z m g z G7 a N o O O I I I I I I U) I II I I I I I STA. 15+ 0.2OiUNE A P OPO ED TOPS MANHOLE /AS I J Elev.. 15 4.75 CONNECT :XISTING S EEWERILINE TO _ CwEEw PROPOSE MANHOLE I p'o E=49420 2184' i ? \ I a \ • Sd*V" ' '' tz + STA.116+ 5.20TUNE A PROPO! ED TOP . cn Inv. Out= 531140 / • 17 Inv. In= 1 531.60 ? ? j I 4 . . I 1 i ?/• r1\Sn9? 553 ? ? i ? V?00? p ., ' (\ 1 5 rn N ; i ^ C z 0 •6? ' th m / m 0 6 C Yq i I A ? - / o F r mvi ' d7 c ? 1 -?- ?1N°i O ' r 7+ 1 7 STA. ? ?OIUNE APR D T = 1542 5 A , - - o --:? / f E a ANH M \ . \ / ' Inv. Out- 1538140 -" ' I - I 536 130 r 1 nv. n . STA.' 18+ 0.20 !UNE A PROMO 0 ` TOP r?? ?e MANHOLE 8 v - 1 Ox/ ¢n ?? u u = ' ? ' nv. In = 543.50 N rn ' / r .I. a • g °o m , g l n I.. r•I z L $ z p v s mz_U o 11 p? (A z In ti I > G N K ?x 3I g 10 rznx ' o0 fn • U O ' ? q N t z? V, O z e > N A p i ' \ QO O v ?7 STA. 20+3 MANHOLE 0.20 LINE A9 A PROMO EO TOP El - 1 55 25 H i + v \? v U o i Inv. Out 1548.90 ev. . > v .41 c ? • Inv. In - 549.10 ^', A ;o ° N - 6 ' ?4 ¢ U c?_ > ?A 1, ° fJ O O > m - fl O - - 1 1 D 0 O - O re I I ? ? a i ?? F I N I ? A STA.; 21+ 0.20 LINE A PROPOS ED . h MANHOLE /A70? \ ' Inv. Out 1551.90 j Inv. In - 55210 ' Vd ' I N ; > 2 y 1 D O _ ?'W N m D M p N ? ? •• 4 1 d I?'. e T t O V' I ? pp m I^ A . r I 11 \ y m ? 'O7 ? . pa F mm 1 o ? .I. '? ? > v . ma ?' ? ? 1 114 ?z C 8 I rn , O I > '? I ... _U ; (A z> ` I I I s O 2 N 7 c RO 1 b I 6 o N O O $ O C { ? p I ' > o q i, • u R Z E O I 1 ° 3AI > • a15 ?o?t? C R o ?ro ° i N ;m mm g ? m j ?r ^ z ? F?u`?i o c -/pr mj m ? I n ?vrr ? N z O ? ? Y r oo m> i z = z O Z ' I A m ? ; m .ZI ? '< y 2 p O V f 'm C O S m p m t A m i I I Y N U om? n r? m <x z o m S 7 ?A >R > $? ^ 2 4 Z0 m A 9z op Ypi U?2 m A O 1 . I ? 2 j ? , O- pO ? J 2 A ? U O U U U O U t,, O U U N O : U tJ O U U U U O O .31 m EWER LINE-A JOB NO.: 96262 00 DATE: ; FEBRUARY. .EBRUARY., 1 1996 GA SCALE: AS NOTED REV190Nr APRIL, 1998 L? U.S. 64 WEST SEWER IMPROVEMENTS ,,.•• ""'• `•,N CARp'•.,, = oa $C55"=` 55 BROAD STREET • ASHEVII.I.F., \C pH. (704 ) 4 sz-o5?s FAX FAX ('°°) `5'L-?51H M G ll on m PLAN -PROFILE OWN 0 F MURPHY T I i c CAD -i STA 15+00 - STA 23+00 y "O-? ^ ! V I . . t ? : = A S S 0 C I A T E S V/ CHEROKEE COUNTY, NORTH CAROLINA ENGINEERING-PLANNING -FINANCE 96262-A2