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HomeMy WebLinkAbout20010664 Ver 1_COMPLETE FILE_20010430 Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Kerr T. Stevens Division of Water Quality May 10, 2001 DWQ# 01-0664 Granville County County of Granville Post Office Box 906 Oxford, NC 27565 APPROVAL of 401 Water Quality Certification Dear Sirs You have our approval, in accordance with the attached conditions, to construct a Water Line Extension across Beaverdam Creek in Granville County, as described in revised application materials received by the Division of Water Quality on March 14, 2001. After reviewing your application, we have decided that this work is covered by General Water Quality Certification Number 3288, which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows 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. Also this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-9646. Attachment cc: Corps of Engineers Raleigh Regulatory Field Office Raleigh DWQ Regional Office File Copy Central Files Sincerely, I er Stevens North Carolina 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) DWQ ID: CORPS ACTION ID: ill NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)-L22;;, .:? PRE-CONSTRUCTION NOTIFICATION XPPLICATION 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 MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'S NAME: County of Granville g 2. MAILING ADDRESS: PO Box 906 r49 SUBDIVISION NAME N/A q CITY: Oxford STATE: NC ZIP CODE: 27565 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): N/A 3. TELEPHONE NUMBER: (HOME) N/A (WORK) (919) 693-5240 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: County of Granville Dudley Watts, County Manager PO Box 906 Oxford, NC 27565 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Granville - NEAREST TOWN: Wilton SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Project site is located along Highways 56 and 96. A booster Pump Station will be constructed at Mt. m -0 Energy Elementary School on Highway 56. C7 ELI 6. IMPACTED OR NEAREST STREAM/RIVER: Beaverdam Creek RIVER BASIN: 7. (a) 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: (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO (c) 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? N/A 8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ? NO ® IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): N/A (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ? NO ® IF YES, DESCRIBE ANTICIPATED WORK: N/A 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0.1 +/- Acres 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: EXCAVATION: 0.1 +/-AC FLOODING: OTHER : DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.1 +/- AC (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: No changes LENGTH BEFORE: FT AFTER: FT WIDTH BEFORE (based on normal high water contours): _FT AVERAGE DEPTH BEFORE: FT AFTER: FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X CHANNEL EXCAVATION: X 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? N/A WHAT IS THE EXPECTED POND SURFACE AREA? N/A 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) Installation of 12' water line. Crossing will be nearly perpendicular to stream using a track-mounted backhoe. 13. PURPOSE OF PROPOSED WORK: water line extension 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) Water line routing in NCDOT right-of-way, 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE 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: /A 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 N/A. 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES E] NO ® (IF NO, GO TO 16) (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 N IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ® (N/A) IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM 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. N/A 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO WETLANDS: N/A (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 1 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 PROPERTY? (f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS 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 TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED RTTH CAROLINA COASTAL MANAGEMENT ACTIVITY IS CONSISTENT WITH THE NOff PROGRAM, i " Lw I OWNER'S/AGENTS SIGNATURE DATE Dudley Watts, County Manager (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). h crj co r 06 ?s oU v V Co ) Za •-06 p ?r L o V 'o N - J N O y c U C N O V i N N O cu Q ` U ; v O (n ? 1 o C c Cr o C a N Beaverd v v J `l ?y C -T 80 o o . •m V ? Ne N - ? a Q it -i .a \ y ? C? O D J °' W Q ci '.. o z DAVIS-MARTIN-POWELL & ASSOCIATES, ENGINEERING • LAND PLANNING • SURVEYING 218 Gatewood Avenue, Suite 102, High Point, NC 27262 Phone: (336) 886-4821 /Fax: (336) 886-4458/e-mail: dmp@hpe.infi.net'?, a , 'fir to TRANSMITTAL LETTER Date: April 26, 2001 To: NC Division of Water Quality 4401 Reedy Creek Road Raleigh, NC 27607 Attention: John Dorney Re: County of Granville Wilton Elementary School DMP Project #E-2671 401 ISSUED We are sending you (X) attached () under separate cover the following items: ? Shop Drawings ? Samples ? Copy of Letter ? Prints ? Specifications E Other E Plans ? Disk # Copies Drawing # Description Disposition 7 Pre-Construction Notification Application For approval 7 Plan Sheets showing proposed crossings For your use 7 USGS Quadrangle Location Map For your use 1 Review Fee of $200 As required Remarks: Thank you in advance for your review. If you require additional information, please do not hesitate to contact our office. By: Kell Whitaker, El c: Dudley Watts File PAYMENT RECEIVED 7-01 L" f_ ,-,,4 etlands Permit County of Granville E-2671 008144 $200.00 ulna?,O / V ~i :0 ~ o Q H ~ :U ; y . a. 0 0 1. ALL EXISTING UND~:RGROUND UTILITY .OCATIONS WERE TAKEN FROM AVAILABLE RECORCS AND ARE APPR XIMATE ONLY. CONTRACTOR TO 0 0 o VERIFY THE LOCATION OF ALL EXIS11' G UTILITIES BEFORE BEGINNING ¦ o CONSTRUCTION. ANY UTILITIES DAM. ,ED DURING CONSTRUCTION SHALL 0 PROPOSED 100,000 CAL Z t7 o TORAGE TANK BE REPAIRED, IMMEDIATELY WITH NO DDITIONAL COST TO THE OWNER. ELEVATION S ~ Z SEE SITE PLAN SHT. 8 'A ~ NN ~ , o _ VI O 2. CONTRACTOR TO N~JTIFY THE NORTH AROLINA ONE CALL CENTER ~ W W TELEPHONE AT 1-d~00-632- PRIOR D EXCAVATION. CONTRACTOR p H y ~ Q ~ SHALL NOTIFY EN~~NEER IMMEDIATEL' IN THE EVENT OF ENCOUNTERING ANY ~ Z Q \ ~ 1 ~ ° NDERGROUND OBSTACLE REQUIRING A DEVIATION FROM THE PLANS. ~ 0 N J 0 o U Z 0 - W ~ v ~ ~ ~ Z ~ Q 1- " IN O Z ~ 2. All DRIVEWAY PIF~ES 12 IN DIAMETF ~ OR LESS DISTURBED DUR G W v o A TATS ROADS SHALL BE N > _ CONSTRUC11ON IN STREETS DESIGNA D S S a ~ P¦ N Q REPLACED WITH 1a RCP. ALL DRIV MAY PIPES OF SUITABLE SIZE p p ~ Q 0 ~ J DISTURBED DURING CONSTRUC11ON S ALL BE REINSTALLED BY THE ~ 0 z ~ PIP . ~ 0 CONTRACTOR. ALI. COST OF REINST i.LING EXISTING DRIVEWAY E 0~ o , REPLACING UNDER:.~IZED PIPES OR P. ES DAMAGED DURING J t7 Z ~ 7 ~ i CONSTRUCTION S'r;~LL BE INCLUDED : J THE COST PER LINEAR FOOT OF J = Q O ~ t7 a m ' PROPOSED 1Y WATER MAIN INSTALLATION. ALL EX, TING PIPE THAT IS REPLACED W W ~ _ W O Z WATER MAIN WITH NEW PIPE SHALL BECOME THE 'ROPERTY OF THE CONTRACTOR. Z ~ 0 ~b SEE SHTS 2-7 ~ P A D SHALL BE C7 = _ DRIVEWAY PIPES T~fAT ARE DISTURBF:) OR RE L CE a 0 TLET PROTECTION. ALL COST OF Z PROVIDED WITH PROPER INLET AND ~J 0. w DRIVEWAY PIPE INLET AND OUTLET F'~OTECTION SHALL BE INCLUDED IN ~ _ , o o Z THE COST PER LINEAR FOOT OF WATER MAIN INSTALLATION. T BADE SHAPE l ' AND STONE ALL GRAVEL ~ 3. CONTRACTOR 0 REG / , ,^~A TRAFFIC SHALL BE MAINTAINED ~ Q DRIVEWAYS AFTER CROSSING. TWO Y J 'I' IN ONSTRUCTIO` ALL WORK DONE WITHIN NCDOT AT ALL TIMES Dl, ~ G C t RIGHT-OF-WAY SHALL BE PERFORMk;:) IN ACCORDANCE WITH APPROVED ~ o ~ ENCROACHMENT AGREEMENT. CONTRACTOR TO RESET ALL DISTURBED I RED SIGNS, MAIL BOXES, ETC. CONTRACTOR SHALL RESEED ANY D STU B /p Q AREAS IN ACCORDANCE WITH SPECIFI,,ATIONS. ~~0 IN INSTALLATION EXC VATED MATERIALS PLACED ON 4. DURING PIPEL E , A ENT S` ATE ROAD SHALL Ir .PLACED UPON A LAYER OF STONE THE ADJ C o SCREENINGS. AT THE END OF EACH DAY, ALL MATERIALS SHALL BE ~ f REMOVED AND T!~E ROADWAY SHALL 3E THOROUGHLY CLEANED OF ALL ~ ~8- ~ ~ ~ O ~ N N ~ C Z SOIL RESIDUE. COST FOR STONE SCtiEENING AND ROADWAY CLEANING W ~ $ j' IN ~ ~ y SHALL BE INCLUL~_D IN THE LINEAL FOOTAGE PRICE FOR WATER L E g a i INSTALLATION. XI TING ASPHALT. c W 5. CONTRACTOR SHILL AVOID DAMAGE ; ~ 0 THE E S Z ~ ~ PROPOSED BOOSTER PUMPING ~ ~ ASPHALT. WHICH !S DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED ao a N s ~ ~ STATION, SEE SITE PLAN SHT.11 ~ p ~ D V V7 N AT NO ADDITIONAs. COST TO THE OW"JER. m 1" = 1000 FEET ~~fi~~ ,o 0 a z fV/1 O Q O PROPOSED WATER AW MBINATION AIR ACUUM VALVE PROPOSED C (CO /V ) EX1511NG STORM SEWER ? EXISTING CATCH BASIN /JUNCTION BOX - - - - - - - - EXISTING CONTOUR (MINOR) Z - - - - EXISTING CONTOUR (MAJOR) O EXISTING PAVEMENT ~ P uTIUTY aE N uGHT POLE Z W V Z U~ P UNDERGROUND POWER Z W W GAS UNDERGROUND GAS LINE w i~ F N ERGROUND FIBER OP11C LINE 0 UD W 0 W i T UNDERGROUND TELEPHONE t J ~ Z o IELcPHONE PEDESTAL J W -O ~ W EXI;;TiNG WATER MAIN OCQZ O-- EXISTING WATER METER Z a d Q ° FlRE HYDRANT a } / a ~ I~ - ~ ~ • • • • DITCH OR STREAM IE ; MAP 1 INDEX, NOTES, LEGEND, & LOCAT . N Q Llfi. W PERMANENT EASEMENT 2-7 PLAN SHEETS H O ~ Z TCE TE1~9PORARY EASEMENT $ ELEVATED TA~~( SITE PLAN & DE" AILS Z 0 x FENCE 9 ELEVATED TAh~K SECTION & DETA. _S ~y,~ 10 ELEVATED TALK NOTES & DETAIL: ~ ¦ EXISTING MAILBOX 11 BOOSTER PUt4'PING STATION - SI' ° PLAN, ELEVATION & DETAILS Z _ Q , I W 12 BOOSTER PUtv:PING 5TAT1ON - PL .N, SECTIONS, & DETA LS ~ U TREE LINE T J ~I 13 STANDARD DERAILS W 0 W O 14 EROSION CON i ROL DETAILS ° BUSH OR TREE c~,: 15 PUMP STAT1O ELECTRICAL SITE . _AN & DETAILS Q Z 16 PUMP STATION SINGLE LINE DIAGF.AM O 0 IRON PIN 17 BOOSTER PUL``P STATION ELECTRICAL PLAN H 17 BOOSTER PUt'FP STATION ELECTRICAL PLAN J ~ CONCRETE MONUMENT Qooo TEMPORARY ROCK CHECK DAM d SIGN SURVEY TRAVERSE /CONTROL POINT RIP-RAP INLET/OUTLET PROTECTION BENCHMARK TEMPORARY SILT FENCE X o 0 0 00 - T I I AT10N 0000000 RIP RAP CHANNEL S AB L Z SHEET N0. _,n V99~yv LEGEND EROSION CONTROL LEGEND 0 OF 18- C, c53 , I 12"x6' " " P TEE o ~ 12 x6 v WILTON - s" cv - OXFO RD NC HWY HIGHW Y 96 " 6 GV & BOX / o 40 L.F. 12" _ _ 6 3- 6" 3-WAY HYDRANT ' ~ ° ~ ~ V N J " PLUG a - - 12"-45' SEND W ? c i 15 ~I 5+00 15" CONC. BOX %ti RCP 10+00 .,~,,,y - - o0 15+00 •nl,llll ~ ~ EX. SWING GATE C 15" ~ - x . / ~ 15" _ - NST L 65 L.F. „ RCP ~ w o EP 6 12 x12 TEE ~ ~ / WOODS 1 " RCP EMENT 15 15 0 12 GV 24 -1 " GV & BOXES w > CEI 2 2 I TELE. PED. ~ w e CEDAR & BOX ORING JACKING CEDAR WELL w w w GkAVEL ME OD, 5' M . x~ l I O (9 w w ¦ ~ ~ ~ D TH TOT EX. GRAVEL DRIVE II p . I ~ ~ OF CASE NT t7 _ / 1 p N EXISTING 3 " I l PROPOSED 12 WATER MAIN DITCH z ~ o ~ Z ' N N ~ M w A POWER ExIsTiNC ~ OVERHE D ~ DITCH ~ ROCK CHECK "TEE 6" GV & BOX 12 x6 ~ DAM, TYP.) YD. & 12" PLUG ~ ~ 6 3-WAY H W ~ ~ N - EX. LIGHT POST & ~ A80VE GROUND Q ~ _ . PAD TO REMAIN FUEL TANKS 0 N J CONC {0 ~ ~ 0 ~ Z ~ 12 x1 Z TEE z ~ W V 2-12 GV & BOXES N ~ _ 0 IGN N a Q ~ S G ~ ~ ~ ~ PP 0 ry 0 w z ~ ~ M Q , a ' '9~' ~ ..I t7 ~ - ~ Z a 0 ti ~ O a W ~ N WOODS AND W W m = F W 0 Z S FENCE LINE Z a - 0 1' t = q c7 a z X D. W ~ ~ °f~ QO ~ N,~ ~LL r 12"x6" TEE , 6" GV & BOX EXIST. 6" 3-WAY HYDRANT WELL - ~ 1 I ~ 12"x6" TEE W/ 6" PLUG & w H YD . _ I 2 TAP, 2 GV & BOX & ~ ~ ~ PP 2" METER 0 EX. WATER LINES X TRANSFORMER PAD PP (1 PROP. ACCESS DRIVE ' \ QQ ~ ~ ~ rG ~ O ~ ~I = uJ J PROPOSED 100 000 GAL. ~ ~ X C D TANK -SEE ~ SCHOOL ELEVATE ~ ~ T.8 SITE PLAN, SH , , BLDG. 0 W Z 8 Z C7 Y i - ~ U a m Q W ~ 2 GS ~ ~ D ~ O V Vl V1 EXISTING WATER STORAGE p TANK TO BE REMOVED ~ X SILT FENCE, (TYP.) X 12"-90'BEND Z O H ~ a v \ ~ W / C - W Q o 1 ~ ~ "WATER MAIN CATER MAIN ~ ~ PROPOSED 12 " " ~ / T? PASS UNDER 12"x6" TEE " M , " 2x6 TEE ~ •1 ~s M1.NIMU 6 GV & BOX CLEARANCE o ROCK CHECK 6" 3-WAY HY " GV & BOX ~ ~ n " ANT WOODED s z DAM TYP. > 3-WAY HYDR ~ G Q a WOODED Z ce c~ r~ N x EP O N EP 6' " t~ ~ z 0 15 O ~ _ 35+0 W ~ RCP ~ tl~ Z + - o+oo ~ ¦ .I w W N 25+00 rn Z ~ ~ + ~ 15 Q o W W ~ RCP N _ y O J ~ W W J HWY 56 _ ~ NC H Z - - NCGS WILTON > OC Q J STA. 28+30 z a _ 33' RT. Q ~ U H _ Q a W / F. 0 Z i W N ~ Z W ~ = J W x 0 S W ~ 0 I- Z U 4 ~ ~ ~ 0 • ' , J ~ ' W w 0 a ~ m SNEET N0. N \ co 04 / O F U W \ O OF 1-8 a G~-5~ IIIH/1111 . 1 //I o' P ~C1 i 1 ;40 ~ . ~ :Q ¦ r ~c i ~V ¦ } ~ ~ ~ i ~ \ ~ •s ° U ' ~N o'~ ~ J n ,I/1j111111111 1,,{ 1 ~ - 0 ¦ 0 T t7 1n ~ z i o ~ L ~I ,r,^ ~ r p j PROPOSED 12" WATER MAIN V! `Y W W + , ~ ~ - ~t r ' ~ Z 1 7 ~ / i ~ t7y3 12 x6 TEE > ~ a 0 RIP-RAP DONUT Q / " GV & BOX . Q V - W 6 ~ a ~ ~ ~ ` INLET PROTECTION 6" 3-WAY HYDRANT ~ Q a ~ ~ ROCK CHECK - DAM, (TYP.) W V cv Q (n > W 2 ~ a Q EP 6' _ ~ ~ ~ J HYD \ O p Q 0 - ~ 0 ~ 35+0 - a " U 45+00 50+00 15 ~I 1 F 0 40+00 U Q l! RCP J ~ ? a a p _ a - - ~ C7 W ~ W W ~ s _ W a i \ Z~~o ~ PASS UNDER - _ _ i - _ ~ ~ ~ 18 MINIMUM Q t7 d ~ CLEARANCE a _ _ ~ a ~ PASS UNDER N. C. H WY 56 - al W Y 56 \ ~ / 18 MINIMUM Z ~ / ~ CLEARANCE / W \ \ / - F' ~ ~ ~ / ~ / % WILSON SOLID ~ i / „J WASTE SITE ~ / ~ i ~ , ~ ~ / ~ ~ tl'~ i \ , i Q ~ ~ 0 ~ , i . i ~ ~ ~ ~ N N ~ C 6t ~L ~ ~ J ~ ~ ~ o ~ o ~ f e 8 n W m Q W ~ 2 CS ~ p D D D v vJ vJ / ~ ~ i ~ ~ ~ ~ / ~ / ~ ~ / Z r i O ' ~ , p~. ~ c~ ~ t i' ~ ~ \ ~ t L ~ p 2 ~ ~ ~ i ~ ~ N ~ PP n ! o / PAN R M ~ 15 ~ P~ P W GM N ~ ~ 12 .i i k SEO / O i' OPO / ~ O PR ~ 00 i ~Ok i / / ~ / ~ / ~ i ~ i Z j Q i % ~ ~ f ~ Z ~E ~ „,~6 eoX P E- W ~ ~ 12 & ,~R 6 „ G`~ ~ w EP V Z 6 .WP / „3 W 6 J / o Z C ~ ~ G / ~ PROPOSED 10' P RMAN ~ ° W W 10 P RMANENT EASEMENT ~ I AND 10' CONS UCTION ONS UCTION EASEMENT / ..I ~ CLASS BRIP-RAP ~ ~ ~ W .J Q P ~ LINED CHANNEL ' 0 i k0 ~ ~ GUY 5 Q 20' WIDE 18" DEEP 6 Z 0. / ~ ~ ~ ~ ~ Q \ Ep ~ ~ 6 5 ~ ~ W / ~ o °o i N ~ ~ C~ G• ROCK CHECK c ° °oo ° ° o DAM, (TYP.) ° o° °o 0 ~ Q N~ W ° ° - F- / ~ 0 Y ~ ~ GU / ~ Z ~ ~ / f 0 12 x6 TEE ~ , o ~ W „ _ ~ 6 GV & BQX ~ , v _ ~ ~ ~ ~ p ~J~- p / 6 3-WAY HYDRANT ~ ~ INSTAL 4-1 ~ ~ z W ~ ~ 00 ~ NSTA L 4-12 45' BENDS ~ W l0 R UTE WATER MAIN AROUND Q W + PP 60+ - TO R UTE W~ ~ i ~ ~ BOX CULVERT 30X CULVERT. INSTALL TOP GUY OF PIPE 2' M ~a z ~F PIPE 2 MIN. BELOW Q 1 I T1NG CRE h- E S - \ ~ ISTING CREEK. ~ ~ ~ N 55+OD w ~ ~ J Z ~ - % W ~ ~ W = ~ , ~ i ?V- ~ ~ ~ ~ 3 Q ~ ~ 1 ~ 1 4 1 m ! r SHEET N0. ~o N W O U W j 0 d ~ 1 ~ OF is n: :59 ~c 111111// ~ ' / ~ - ~ i' ~ ~ `~L p P o . , CQ in :U -i; o~ :s a.• o ,,1N 111j/1111,11 , V z ~ ~ ~ ~ z ~ _r--- O ~ o ~ ~ PASS UNDER , ~ fx r' ~j „ W w 18 MINIMUM , ~ / CLEARANCE ~ ~ y H Q ' Z N ~ ~ Z Q ~ ~ U1 N J " R MAIN t° m ~ D ? W O ROPOSED 12" P D 12 WATE ~ ~ ~OPOSE 12 x6 TEE Z ~ " ELECTRIC FENCE ~ n Z Z Q ~ N i N = 0 6 GV & BOX < x w ~ e ~ ~l " m x o ~ > S ~ 6 3-WAY HYDRANT o ~ r d Q ~ ~ ~ 1 ~ D < Xl x-----x x m Q 0 ROW OF ~ PASS UNDER ~ f 12 x6 TEE o pp cn 0 O CEDARS > 6" GV & BOX Q.• to MINIMUM ~ O W D Q 0 CLE RANCE ~ PP -I ~ _ 90 1 ~ F + 00 ~ 6 3-WAY HYDRANT _ F .N ~ ~ EP 6 GUY RCP D w Z - J ~ ~ - 11 ..J Z 0 N E CE ~P _ n P&G PP 85+00 15 ~ t0 .11 - Q PP X ---b- , PP PP P ' I - o ~ ~ a RCP RC W w ~ = w Q Co H ~ O Z ~j _ 0 o O I = ~ 50+00 - z W 75+00 PED 0. Z _ J ~ ~ ,oo WY 56 .C. H N _ _ z WY 56 ROCK CHECK U DAM, (TYP.) ~ a ~ Q / T- L_. N / RIP-RAP DONU INLET Q PROTECTION, (YP.) ~ ~ ~ / . 8_ ~ ~ a ~ ~ N N ~ O Z ~ J W O Q ' J / , / 8 _~3~ pj F N W ~ O O O V y N 1 Z O i ' F a 12" WATER MAIN PROPOS D N WOOD FENCE x a 0 ~ ~L WOOD FENC 12"x6" TEE - 1 6" GV & BOX EP 15 6" 3-WAY HYDRANT 1 6 TEE ____._x--'~ EP 6 PP ~ " _ ~ „ ~F#ff~WATER LINE 0 ~ 6 &-BIZX x--~-""x - " CP CP X PP AVOID B03i;"~LVE T ° ~ PASS UNDER 6" 3-WAY HYDRAN x x`- 18" MINIMUM _~x ° °°oo°oo°° °o o ° Q CLEARANCE ~~x P 100+00 IP- AP DONUT INLET ~~x o °o°°° 0 PR ECTION, (TYP.) x x ~ ~ PP o z BOX ~ ^ --y----_ fi0 + 0 yERT W000 FENCE / p 95 - ~ O 4 ~ x/ ROCK CHECK ~ cM + z P ~ ~ WY AM TYP. PASS UNDER x H D ( ) N.C. / k W INSTALL TOP OF PIPE ~ Z 18" MINIMUM x / ~p CLEARANCE x/~ ~ 2' MIN. BELO EXISTING ~ \ ~ Z CREEK ~ w ~ W W y ~ / CLASS GRIP-RAP ~ P / / N CANNEL W J LI ED ~ 2 W " J / l 18 DEEP O J N I"" Y. Q / 1 -w/_ ` / r v Z 0. oo /O 1,,, ~ Q J ~ / ~ . ~ `n V a W O /r H k O 0 z O W ~ ~ z W ~ J W W o~ w ~ a z w O _ ~ 0 ~ ~ ~ i 3 , o O w ~ ~ a ~ 0 m i r ~ - N / ~ 3 ~ 5~~~. ~ ~ / ~ k n . _ ~ ~ 5 \RANSVF`~RS jN M ~~o \ t0 N W n, Y O U W O 0- OF 1-8 d 5~ Gk