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HomeMy WebLinkAbout20040433 Ver 1_Complete File_20040323 o~ WAT$ty f~..............o~ >. .. .. .. :::j o ...;. Michael r. Easley, Uovernor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality March 29, 2004 Burke County DWQ Project #: 04-0433 APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE City of Morganton Attn: Larry Pressley Post Office Box 3448 Morganton, NC 28680 Subject Property: Lost Corners Road Water Line Dear Mr. Pressley: You have our approval, in accordance with the attached conditions, to impact 10 feet of perennial stream for the purpose of constructing a water line as you described in your application dated March 15,2004. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3374, which may be viewed on our website at http://h2o.enr.state.nc.us/ncwetlands.This certification allows you to use Nationwide Permit Number 12 when the Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Thisapproval 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. 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). This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. Conditions of Certification: Certification of Completion 1. Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands John Dorney Water Quality Certification Program . 1650 Mail Service Center Raleigh, NC 27699 4- /0118888 uED 'IA .... ZE Pnn {} C//~g '4;p <JJ ?Oa ~ ~ . 23 D4~.~,~ 4 ,. '... '\../; March 19, 2004 Re: 401/404 Permit Application for Lost Comers Road Water Line '>."- '-. Dear Mr. Dorney: Please find the enclosed seven copies of detailed plans, vicinity map and USGS topographic map for your reVIew. The vicinity map is shown on Drawing No. 1204-04, Sheet 3 of the plans with the proposed location of the water lines. There is one stream crossing at station 32 + 00 on Lost Comers Road. . We would welcome a phone call to clarify any remaining issues and to expedite project approval. Please feel free to contact me at (828) 438-5265. Si~p-elY , ptyillub :Cill-ryfPress1ey; PE . City Engineer ,.-' (. ~ I Page 13 ot 13 Phone (704) 437-: PAX 438.: TOO 438-: Post Officc BOll: 3448 Morganton. North Carolina 28680..3448 Office Use Only: Form Version October 2001 USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than ~,. leaving the space blank. l/r>, .,. / I. Processing 1. Check all of the approva1(s) requested for this project: [gJ Section 404 Permit D Section 10 Permit [gJ 40 1 Water Quality Certification D Riparian or Watershed Buffer Rules 41'4 f) I)' <1 '2;, 001 2. Nationwide, Regional or General Permit Number(s) Requested: 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: D 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: DN/A II. Applicant Information 1. Owner/Applicant Information Name: City of Morgan ton Mailing Address: P.O. Box 3448 Morganton North Carolina 28680 Telephone Number: 828-438-5265 E-mail Address: Fax Number: 828-438-5264 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: N/ A Company Affiliation: Mailing Address: Telephone Number: E-mail Address: Fax Number: Page 5 of 13 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Lost Comers Road Water Line Construction 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): N/A-Road Right of Way 4. Location County: Burke Nearest Town: Morganton Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Take exit number 105 from 1-40, S. Sterling St. and go North 4.2 miles on S. Sterling St., N. Green St., and NC Hwy 181 to Bost Rd.(SR 1419). Right on Bost Rd. 1.7 miles to Lost Comers Rd. (SR 1421). Right on Lost Comers Rd. 0.17 mile to Wilson Creek 5. Site coordinates, if available (UTM or Lat/Long):Lat. N35046'34". Long. W81042'23" (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the existing land use or condition of the site at the time of this application: The area is rural/ residential/ farm land 7. Property size (acres):Area disturbed by the water line construction is = 0.7 acres (3084'xl0') 8. Nearest body of water (stream/river/sound/ocean/1ake): Wilson Creek 9. River Basin: Catawba River (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) Page 6 of 13 10. Describe the purpose of the proposed work: New Water Line Construction 11. List the type of equipment to be used to construct the project: pipe laying equipment 12. Describe the land use in the vicinity of this project: Rural/ Residential/ Farm Land IV. Prior Project History If jurisdictional determinations andlor permits have been requested andlor obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. N/A V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: N/A VI. Proposed Impacts to Waters ofthe United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream Page 7 of 13 mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Wetland Impacts N/A Wetland Impact Area of Located within Distance to Site Number Type of Impact* Impact lOO-year Floodplain** Nearest Stream Type ofWetland*** (indicate on map) (acres) (yes/no) (linear feet) * List each impact separately and identify temporary impacts. Impacts mclude, but are not hmited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.fema.gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: N/ A Total area of wetland impact proposed: N/A 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Length of Average Width Perennial or Site Number Type of Impact* Impact Stream Name** of Stream Intermittent? (indicate on map) (linear feet) Before Impact (please specify) 1 10' Wilson Creek 10' Perennial * List each impact separately and identify temporary impacts. Impacts mclude, but are not hmited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at wWW.usgS.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mapquest.com. etc.). Cumulative impacts (linear distance in feet) to all streams on site: 10 linear feet Page 8 of 13 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Area of Name of Water body Type of Water body Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound, (indicate on map) (acres) bay, ocean, etc.) N/A * List each impact separately and identify temporary Impacts. Impacts mclude, but are not lImIted to: fill, excavatIOn, dredgmg, flooding, drainage, bulkheads, etc. 4. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): D uplands D stream D wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): N/A Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): N/A Size of watershed draining to pond: N/A Expected pond surface area: N/ A VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. N/A VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 13 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Teclmical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. Silt Fence, Vegetation and Rip rap 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP web site at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): N/ A Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): N/A Amount of Non-riparian wetland mitigation requested (acres): N/A Amount of Coastal wetland mitigation requested (acres): N/A Page 10 of 13 IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? .--/ Yes ~ No D If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEP A/SEP A)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5~ yo review current thresholds for environmental documentation. Yes D No B' If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes D No D X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes D No [2(' If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact Multiplier Required (square feet) Mitigation 1 3 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 13 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. XI. Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. No c..~"'1J.fl- (/'1 t'''1pev-v,'O<-ts, ..Jt.(''-~c.<!'-> XII. Sewage Disposal (DWQ Only) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. )V tP S' -e w" ~ Ie N.-vd -e d XIII. Violations (DWQ Only) Is this site in violation of DWg Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes D No I2r Is this an after-the-fact permit application? Yes D No ~ XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside ofthe applicant's control). City Manager 3 -15 - 04- Applicant/A ent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 13 OO'OOZ$ VOOZl6~/&O ~lllt~.~ ./' . - , St&S9S ~ f~..., POO? G 6' j, 0' tyfV co erj 1ff:t"1 =>.. .q--5 0('4 OO'OOZ , , ~ ~ ~ .l -- ~ ~ . J-:' ~~ , I.. ....... ./ Al.l1vno ~3.LVM ~ISI^la -5':r----- . ~OLO~ l;; 1j4il ~, ,'l) 3:g o .... ~ '< (Q 0 g .... ....3: o 0 :' ~ Z~ o~ .... 1\)0 Q)~ en en en 6~6B6 vOS~ ;;/~~ - ~3 ~J1VO QO~ ....sh'r: "D CIYd ~JP{)l r' 't:? t; ~~ V . Z Li rJ Nt O PosT ►� SEE tzo+-a SHr�12 z W Nt MATCH LK STA 13+00 N 4 Q W O C C v J CN 11 p .. O C— Z tiZ cl)C� C9 Z v 'nLd 2 � (n UNDERGROUND UTILITY LOCATIONS WERE PROVIDED BY NC1 CALL OR OTHERS. THE OWNER AND �� 0 O ENGINEER ASSUME NO LIABILITY AS TO THE ACCURACY OF THE LOCATION WORK. ALL UTILITY COMPANIES U � ARE TO BE CONTACTED BY THE CONTRACTOR FOR MORE EXACT LOCATIONS OF UNDERGROUND }- n UTILITIES PRIOR TO BID AND AGAIN BEFORE CONSTRUCTION. ALL EXTRA WORK CAUSED BY LOCATION :�i ID ERRORS OR OMMISSION OF UNDERGROUND UTILITIES SHALL BE CONSIDERED INCIDENTAL AND NO COMPENSATION SHALL BE MADE TO THE CONTRACTOR FOR ANY REASON. THE CONTRACTOR IS 0 O m N W URGED TO PERFORM INVESTIGATIVE EXCAVATIONS PRIOR TO THE BID IF HE DEEMS PRUDENT. z} MINIMUM OF 3.5 DEPTH OF WATER LINE FROM EXISTING GRADE TO TOP OF PIPE. O m m o N MINIMUM OF 1' SEPARATION OF WATER LINE TO STORM DRAINS. � l z w STA 0+00 ALL WATER LINE CONSTRUCTION SHALL BE MADE IN ACCORDANCE TO THE CITY OF MORGANTON STA 9+25 1-8"x 8"x 6" TEE ,k T /1 0w < w � o (n REMOVE EXISTING MJ CAP & STANDARD SPECIFICATIONS AND STANDARD DETAILS. 1-8" GATE VALVE Z BEGIN NEW 8" PVC C-900 WATER LINE 1-6" GATE VALVE Yf AT EXISTING 8" GATE VALVE STANDARD TEMPORARY ROCK SILT CHECK DAMS ARE TO BE LOCATED: STA 11+25, & STA 12+45. 1-4 1 2" FIRE HYDRANT W/ 4' BURY `� ,gyp W 1-8" RETAINER GLAND BM ELEV-- 1007.73 TOP BOLT WHEEL RAIL NORTHEAST CORNER OF WILSON CREEK BRIDGE CONCRETE BLOCKING 4-8RETAINER GLANDS S� 3-6" RETAINER GLANDS 44 O O owl ar" >. co coo "t co Lo C sN � co co N NF,R d o Lo Z Q � z o CAR,p� �' •z co R PROPOSED 8" PVC C-900 WATER LINE ��.`3 6 �05� CORNS s AL 91 Elk 11385 O <4 N Qco a 3 .` ,,•�� �iil11E S�' Q 5 ••., r 4 P Pais ''��,�.�.,...� \�� aagn , —_ 1 100 LLJ z 1100 1:±j -Lu EXIST W J Pcoz GRADE � EXIST �dW ao GRADE L - 095 ° o 0 1095 x W 0 a CL J J -- 3.5' MIN COVER 3.5' MIN EXIST 1090 COVER GRADE _---- _--_ _ 1090 STA 9+Z5-- 1-s"xcATE v VE TE ° PROPOSED 8" PVC C-900 WATERLINE 1-60 GATE V 1-41 FIR VE HYDRANT W/ ' BURY °° 085 CONC BLOCKI -NOT SHOWN PROFILE 1085 STA 0+00 4-8" RETAINE R GLANDS REMOVE EXIST G MJ CAP & 3-6" RETAIN GLANDS 900 3.5' MIN BEGIN NEW 8" PVC C-900 WATER LINE � COVER�lF AT EXISTING 8 GATE VALVE 080 1-8" RETAINER GLAND 1080 075 1075 O � L6 4m 00 C6 O) O sr ca o0 U-) m OR 00 Ln d rn d !n N7 st et c6 <n O O rn m n N 00 m sf 00 O O) cT N 06 m cp CT 00 4 m N 4 m p rn O rn 00 T 00 M 00 O O O O O O O O O O O O O O O O O O O O O O O O O O 1070 4 00 I 5 6 1070 0+00 1 200 3 0 8400 9400 10400 11100 12d 00 13+00 I 1 i I I ! i low I i~! ~ ~I ~, ,1" I i-i Itlj ~t Lv f ! 1 I I t-I ~~i I Itl "I ~ ~.i. l:l i ji " ~,~ J rolJ , IlJ I . :.' C,J I ~, . t I 1 t t ,~l "1 _. , ;~ I il 1ft f, ~ . ~ i t;'1:i; ~ i; ~~. ... ~; . '!J I 1 I t , t J t I ,~ f :~.I i!'i . a' ~' i cr :iI , ~I ~! ~I "'i ; t. ! t ! ~t ~ c=J I ~ c=J ~ ~--- ~~ ~ '1075 ~ ~~~n~ ~ ~~ . ,L1:lii ~ 1070 ~~ ~~' ~ "~ ~ ~ ~~ 3.5'MIN h ",~Ov{R! V ~~ 00 ""'-" ~ -- STA 19+25 "'~ ~ 1-8"x 8"x 6" TEE ~ ~ ~ 1-8" GATE VAlVE ~ 1-6" GAlE VAl VE ~ ~ 1-4 1/2 FIRE HYDRANT wi 4' BURY ~ ~ CONC BLOCKIN ~-NoT SHOWN PROFILE ""'- """~ ~~ 4-8" RETAINER GlANDS ..............~ ............. I ~ 3-6" RETAINER GLANDS ~~ ~ \ a PVct:~ ~~XAI~ {~h rUO ~~ 3.5' MIN u[. ,-~ J1 T[R ~ ~ COVER ~ / N r-.............. ........... "' .....~ ........."r---- ~~~ ~ ........~ )<~~ " ..... ~ ............. ~ -~_.....- - u._._~ -. ,-._- -.. ----- - - 00 en r-- LO - v ,..,.., C'.l LO C) r-- LO C"oI 10 LO 0 t'") P'") ,..-j <0 ...,: r:::. 00 cD ,..,.., - ai to lri N ~ ~ ~ ~ ~ ,..,.., ~ 00 r-- r-- to ~ to :g LO LO 10 LO .. C) C) C) C) C) C) C) a C> C) C> C> C) a - - - - - - - - - ~- - - - - - - - ~- _. 1ms tO~ 1005 . . - ---- --- ..,- ----~---._.- - __m._....__ .- . .- - 13+ 00 14 00 15 00 16 00 17 00 18 00 19 00 20+00 20+00 21 00 /....8 !l,j; ~:: . <~ ::zv> &.. 0;- ~~ ~~ ~ ~rO( 7 4 !!rt ~ f5 ~ :!1 "'C 0; 'ii. 6A'~ 'Pi ~- Q~ ~~ ~ ,...; r- S! :::::::::::rr:: 75 SR 1421 f-. '--.-.-- -- 1065 1060 >----- . 1055 1050 1045 C'.i --.J ~ --.-- 0:::: u..J Z 0:::: C) U f- (/) C) --l '---- 0:::: u..J Z 0:::: C) U f- (/) C) --1 1040 UNDERGROUND UTILITY LOCATIONS WERE PROVIDED BY NC1 CALL OR OTHERS. THE OWNER AND ENGINEER ASSUME NO LIABILITY AS TO THE ACCURACY OF THE LOCATION WORK. ALL UTILITY COMPANIES ARE TO BE CONTACTED BY THE CONTRACTOR FOR MORE EXACT LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO BID AND AGAIN BEFORE CONSTRUCTION. ALL EXTRA WORK CAUSED BY LOCATION ERRORS OR OMMISSION OF UNDERGROUND UTILITIES SHALL BE CONSIDERED INCIDENTAL AND NO COMPENSATION SHALL BE MADE TO THE CONTRACTOR FOR ANY REASON. THE CONTRACTOR IS URGED TO PERFORM INVESTIGATIVE EXCAVATIONS PRIOR TO THE BID IF HE DEEMS PRUDENT. MINIMUM OF 3.5' DEPTH OF WATER LINE FROM EXISTING GRADE TO TOP OF PIPE. MINIMUM OF l' SEPARATION OF WATER LINE TO STORM DRAINS. ALL WATER LINE CONSTRUCTION SHALL BE MADE IN ACCORDANCE TO THE CITY OF MORGAN TON STANDARD SPECIFICATIONS AND STANDARD DETAILS. STANDARD TEMPORARY ROCK SILT CHECK DAMS ARE TO BE LOCATED: ST A 13+ 45, ST A 14+ 50, STA 15+25, STA 16+50, STA 17+50, STA 18+50, STA 19+50, STA 20+50, STA 21+50, STA 22+50, STA 23+00, STA 24+50, & STA 25+50. BM ELEV=1007.73 TOP BOLT WHEEL RAIL NORTHEAST CORNER OF WILSON CREEK BRIDGE ~ C\l ~z ~O ~ ~~ U)U I~ 00-:: '~~ Oz ~O U U) ~~ ~z Z~ ~~ O~ U~ ~ ~~ U)~ o ~ STA 19+25 1-8"x 8"x 6" TEE 1-8" GATE VALVE 1-6" G~ VALVE 1-4 1/2 FIRE HYDRANT WI 4' BURY CONCRETE BLOCKING 4-8" RETAINER GLANDS 3-6" RETAINER GLANDS ~8 ::::J+ <&> ON ~ < <~ ::zv> r-PROPOSED 8" PVC C-900 WATER LINE ~ Ii _ ~T~I~ . \ , 1RP ~ ~ ~ ~ ~ ~ ~ ~ Je -i ~ - ~T/;\ ..... ~ tr III "': I~( lBl ,... - ~ 18.CMP~ , - - 19 IIV - nlT~ IINr 20 ~ 21 22 23 25 \0 SR 1421 24 LOST CORNERS ROAD --- ~ ~\ 17 18 ..--1 ~ 26 16 LOST CORNERS ROAD ~ ~ - ~..., ot- W wW ~Oi IV....~....# M'f. ~Ol~:' ! ~SSIQi \ i l ctV" Sl4L j ;, ~ 16385 i ~ (".f. A. ~ -::... -?~ ~'M\"~ ~ .... JP" - c.C;,~ ......4/ e V\l'" \ L ....,. . -' 'r.'k. I 7~ , " . I . -'4 }/,f,.., .:<-. 1080 \ w ~ ?~ ~ .~ 1075 !1045~ ~ ~~ r-----.. .r!XIST V f GRADE 1070 ~D40 cr. 1~'~' ~~~RAnON ~ 1065 1O.~~ ~~_ ~ ........~~ ~~ ~t'-- ~ ~~ ~~ i ~~ ~ 10251 PR~i'-...~ "'-_______~IST ~~ .~ ~~ PVC ~ 3.5' MIN C....,~ ~ -.................. COVER 1020 v WAifR'~ Lo/~~ ~ 1045 1040 1 O.~'i 1060 1030 1030 1055 1025 1050 1020 1015 1010 I I I I 1010 I ,..,..,1 c::i (',j o - '-'---- .- _._._. _-.. en C) O'i C'.l C) ~ ~ C"oI ~ o a <.D (',j o o ...,: (',j o - 00 v C'.l (',j C) - '<') '- "t .. ~ _ J1 25 00 1005 26+00 -- ,...., C) - "1 00 , . -- -.--- 2} 00 I 24 00 i I I ; 1 < Z ...... ~ o ~ < u ::r: ~ ~ o Z z o ~ Z < d ~ o ~ ~ o ?-t ~ ...... U N ~ W W I (J) ~ o I ~ o N .. o z ~ w W I (f) .:~ o z ~ z ;: <{ a::: o >-0.- 20.- Q]--.J ~ o I CD N .. .. I N .. o L.() II ~ 0) ~ 0) o w ~ () W I () ~ ~ <{ a::: o ~ <{ o W -.J <{ () (f) ~ ~ 0 ~co~ ~~col{) r~~(\JCO '-..) C'J (\J ~ Ul{) C) Zcb ~:><: ~ C'J ~OZ~ CDO E-t..-.. ~ .Zco ~O<(\J ""'-J ~ CO . ~ "-"" ~~O h ::g t3 -- ..- i j f'I) ) ~ .., b~ )~1 '~, \ ~I , ~ ..... . .' I ii i . u: ""\ : r8 . ;zq I I I I f I I I j r~1 ""l. · .~.I. ..., f, l ! i Ii "'tt_ J "If ::).1 ,\ j -1 ~ I I .1 1 t , ! 't. t ::: ~ ? i :" -.l. , : I -" " ~ ~ I t t 1 t I I I i ; I i' !I !t f. 91 t) I f ,j ~ c=J I ~ C~ ~ " STA 32+10 BEGIN CLASS 1 RIP-RAP 10' WIDE X 15' LONG x l' THICK STA 32+25 40 LF SILT FENCE NOT SHO'IfN PROFILE STA 32+45 CONCRETE DEADMAN W I RETAINER GLAND RODDED TO 1-8" 90. BEND CONCRETE BLOCKING BEGIN 30 LF 16" BORE & ENCASEMENT wi 8- DIP CL -50 CARRIER wi RETAINER GLANDS 2-8" RETAINER GLANDS @!:~~ ."~~ ~ 0 1.~ ~~:.> , ..143 l.~ ,J >Ii "'", ,......,~,.....' , .. J# .4:19 ,'" '>O:U '~ - L .." ... 1 ~' o I> LdR t~ <1 !,w } ~w ""~_ ~ i ~'~ ~ !ill \~ CJ:' IW1/> ~fl:.ua - - fll....E.ll r'a, ~~<o ~ ~ lilt .~. ~ o'.'~ La: 141t . ',. . t-' }~~ \ 'k~ ,I ~ ......~i: -.";,:-l~ . " .......... .... ..;... \ 1\ ~,J'! 4~ ..... '/'" \ I '---.'---..__... \~'.. , , , . "l! .1 ~ \ lJ9 '., .::,:~ ~~ ~ <S . ~ ~ -..b;- . '" ~ j. ~. /)-' - . ~ ,,~ a. ~'I~ - - ~.:::~N JrP'~>' & / .. -. ~'\Jr ",-~ t , )r~ ; ~.~1 _~~~\ f 'ill k~sn \ , -1<. ..~ :"+.. f \L~ IJIJ IJ ~"'o...f ~'m :! .., (0" , ,,) t~ ...,j & STA 31+40 BEGIN CLASS 1 RIP-RAP 10' WIDE x 60' LONG xl' THICK ,... ! en <1 : ~ d~ (~ l~ l SITE LOCATION ~~!f ~~ o~ ....c ~tn STA 30+99.50 INTERSECTlON wi EXIST 6" PVC SEWER FORCE MAIN '\ REPLACE EXIST 6" PVC wi 6" DIP SEWER LINE ~~ 10' MINIMUM EACH SIDE OF INTERSECTlO. N , "~ STA 30+80 1q, ,\ 'l'"oLJ. BEGIN 8" DIP CL-50 WATER L~NE .J)" ,,~ ~..-- 'v- 1 ,...~ ,\~\. v,'31 i ~ 'j' ~;; ~,S%jST Ss SfYtfR LIft '''.. '/ .~ 1~1' 3 A TO 8051 ROM) ~ i /''1 I I'JV f' LOST CORNERS ROAD SR 1421 1,17' - ttwj ( .IZ.' i ... ,~~~.J '~~. ~~ ~., " iuw Ull ,~ "\" .' ~. ~, ., ~ , ~ I I W EXIST 12" a .1ER LH ~ RO.l WAP [)It NO 130 ~\ O 8" PVC C-900 WATER LINE ROPOSE ~L' 0 ~ ,~~ ~~\\ ~9 STA 32+83.50 END PROPOSED NEW 8" WATER LINE AT EXISTlNG 12- CI WATER LINE W / 12" x 1 t x 8- TAPPING SLEEVE & CA TE VALVE 1-8" RETAINER GlAND CONCRETE BLOCKING ~~~\~ \jC cJ.~\l- ~~ 8M ELEV=1 007.7'1 ~fi ? TOP BOLT WHEEL RAIL NORTHEAST CORNER OF BRIDGE ~ ::::-::: 26 OOCJI.J.N: 1/1 ~ '-PROPOSED 8" DIP CL -50 WATER LINE ~8 27 LOST CORNERS ROAD -~ .-.. :-,~'~ Yl6":::' ",fA " .. ~~ 1JIM ",,: ',;" SR 1421 ~ I ~ ~.... c.... ~~ 1M' 7f!!I!'"' "":J~~ r,;;, : . J;> 1 ______-"-~ ~~" ". t7 ... 10 -~ .--.....- ~ ~.r U' ,,~ STA 29+25 1-8"x 8"x 6" TEE 2-8" GATE VALVES 1-6" GATE VALV{ 1-4 1/2" FIRE HYDRANT wi 4' BURY CONCRETE BLOCKING 6- 8" RETAINER GLANDS 3-6" RETAINER GLANDS ~.~~..tt.,;".... '. \. ~~1,'Yt ~Ol '~ l1.~ ~~~~-g-':SS/O.f ~ f ~ S[ 4l ~ ~ 16385 \.~~ ~-it/"i~ :tj ........"tl' p- ~\,~' .J"""~",,,,~, , lJvtl1 r -/ -< I'~ / j Ii;/!, /)<- 4 10 """ - .\~ UNDERGROUND UTILITY LOCATIONS WERE PROVIDED BY NC1 CALL OR OTHERS. THE OWNER AND ENGINEER ASSUME NO LIABILITY AS TO THE ACCURACY OF THE LOCATION WORK. ALL UTILITY COMPANIES ARE TO BE CONTACTED BY THE CONTRACTOR FOR MORE EXACT LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO BID AND AGAIN BEFORE CONSTRUCTION. ALL EXTRA WORK CAUSED BY LOCATION ERRORS OR OMMISSION OF UNDERGROUND UTILITIES SHALL BE CONSIDERED INCIDENTAL AND NO COMPENSATION SHALL BE MADE TO THE CONTRACTOR FOR ANY REASON. THE CONTRACTOR IS URGED TO PERFORM INVESTIGATIVE EXCA VA TIONS PRIOR TO THE BID IF HE DEEMS PRUDENT. MINIMUM OF 3,5' DEPTH OF WATER LINE FROM EXISTING GRADE TO TOP OF PIPE. MINIMUM OF l' SEP ARA TION OF WATER LINE TO STORM DRAINS. ALL WATER LINE CONSTRUCTION SHALL BE MADE IN ACCORDANCE TO THE CITY OF MORGANTON STANDARD SPECIFICATIONS AND STANDARD DETAILS. STANDARD TEMPORARY ROCK SILT CHECK DAMS .~ TO BE LOCATED: STA 26+50, STA 27+50, STA 28+50, STA 30+00, & STA 30+ 75. -,.... ~ --- _WA, .-.. :::::::::;.::;:::;:;: "''',,* ..../ - 1.l92 VICINITY MAP NOT TO SCALE , I , -..-........, , i i ! STA 29+25 I l-~x 8"x 68 TEE 1\ 1 2-8 GATE VAL'v{S I \ ... ~ ! ~=f19; ~~T wi 4' 00 ~y ~~~Jl~L~SS 1 RIP- R,A,~ ~.-\ ~ CONd*:TE BlOCKlNG 10' WIDE x 60' LONG X l' THICK \ E:i NOT SHO ~ PR(JlL[ \ .... 1020 ~ t~: ~p~ ~~~~ ~~~Kj}+99.~w/ fXlST 6- p~ S[~ roo: WAIN\ - .tl -J _______ ~REPlAC[ EXIST 6" p~ '111.6" DIP S[Y(R UHf \ -------- ~ 10' ....... EAOl SlOE cf IN1ERSfCTl~ i ~ ! ~ ~ST ~ ~ 00 GRADE c~ :; , -f.~' ~1: r----... - --....... J, :. I. (\ ... \ r iJ I ~~:~~ ~... ~,< -1 , " f ... ~ ~ '""""-- i \ I \' I - '-::._' .--: :c+"" ~Jf-' . _. . PF? -...................... --....... ._- I \ . \ . I ". \ \ , OPOS[Q 8" p~t:----l1 ! i I 35' t.lIN I~~I- . + \.. c-~ IX! ,~I COVER 1 : I WAT[RliWL~ 1 ~ I I 1020 1025 1025 .~ , I 1010 I I , i -STA 3,'10 ! I BEGIN ~l..~ 1 RIP-RAP .- 10' WlDf x 15' lONG x 1 llilCK I \! A 32+:~1l I f 41 r ~ I If ~ NeE , Nt.HOWN PROfiLE 1015 ( s:> --, --~ ------ .- ---- Cy ~ 't~IA 32+83.50 f n ~ ~ I I ~ NO PROPOSED NEW 8" WA TE R LINE i .~ i g,' ,I ~ / f1 f XJSTING 12" a WA TER L1~ wi l~ It~j . I ~.. I: v 1/x 12"x 8- TAPPING SLEEVE &: GATE VALVE ~. j~ I f ~ I. r ilcr~kT~~NOT ~6: PRmu \L i~ ! I I' I 1005 . ~r~A~~I~t ~. r I.. . - -+~-~--._- ,- ~r) i j ~~~ i r, -j./~ ... - - ~ --. .-.-.- ''frO/If T"" ./ / . '+' I , ~ .,.' j 8" T"" 11 .1// f;. OIlY, . 1/.t[~ -----~-- ~-_. I 'OO~ , . f--' I I I I I '000 I .,-+- ~ 'J ~ f. )0+ 8(} ~. ~ I)" ~. DtP .. 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