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HomeMy WebLinkAbout20010884 Ver 1_COMPLETE FILE_20010612O?OF W A TFR?G Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Kerr T. Stevens Division of Water Quality June 14, 2001 DW Q# 01-0884 Harnett County Ronald Autry City of Dunn PO Box 1065 Dunn, NC, 28335 APPROVAL of 401 Water Quality Certification Dear Mr. Dunn:: You have our approval, in accordance with the attached conditions, to excavate 0.03 acre of wetlands and cross the Black River in order to install a sewerline associated with the retail development site along US Hwy 421 in Dunn, Harnett County, as described in application materials received by the Division of Water Quality on June 12, 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 Cyndi Karoly at 919-733-9721 or Ken Averitte in our Fayetteville Regional Office at 910- 486-1541. Sincerely, ?4 Attachment Kerr T. Stevens cc: Corps of Engineers Wilmington Regulatory Field Office Fayetteville DWQ Regional Office File Copy Central Files Kelly Whitaker, 218 Gatewood Avenue, Suite 102, High Point, NC, 27262 010884 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) 401 MSUED DAVIS-MARTIN-POWELL & ASSOCIATES, INC. { ENGINEERING - LAND PLANNING • SURVEYING . 218 Gatewood Avenue, Suite 102, High Point, NC 27262 Phone: (336) 886-4821 /Fax: (336) 886-4458/e-mail: dntp@hpe.infi.net TRANSMITTAL LETTER Date: June 8, 2001 To: NC Division of Water Quality Re: City of Dunn 4401 Reedy Creek Road Retail Development Site Along Hwy. 421 Raleigh, NC 27607 DMP Project #E-1554 Attention: John Dorney We are sending you (X) attached () under separate cover the following items: 010884 ? Shop Drawings ? Prints E Plans ? Samples ? Copy of Letter ? Specifications ® Other ? Disk # Copies Drawing # Description Disposition 7 Pre-Construction Notification Application For approval 7 Plan Sheets showing proposed crossing 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: _ K Ily Whitaker, El c.,Ronnie Autry File PA`MENT RECEIVED (310884 DWQ ID: CORPS ACTION ID: 401 ISSUED NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 12 PRE-CONSTRUCTION NOTIFICATION APPLICAITOX 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) ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'S NAME: City of Dunn 2. MAILING ADDRESS: PO Box 1065 SUBDIVISION NAME N/A CITY: Dunn STATE: NC ZIP CODE: 28335 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): US Hiahwav 421 3. TELEPHONE NUMBER: (HOME) (910)892-2633 (WORK) 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: Ronald Autry 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Harnett - NEAREST TOWN: Dunn SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) US Highway 421 6. IMPACTED OR NEAREST STREAM/RIVER: Black River RIVER BASIN: Cave Fear 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: OOV (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 pAYP?.EP?T 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): (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES E] NO ® IF YES, DESCRIBE ANTICIPATED WORK: 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 0.86 (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 003 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: EXCAVATION: 0.03 FLOODING: OTHER : DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.03 (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: N/A FT AFTER: N/A FT WIDTH BEFORE (based on normal high water contours): approx. 25 FT AVERAGE DEPTH BEFORE: N/A FT AFTER: N/A FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) 4" forcemain crossine to be installed 12" below river bottom 13. PURPOSE OF PROPOSED WORK: to provide sewer service to a retail development site on US Highway 421 near Dunn 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) routing of forcemain reauires crossine Black River to serve the development 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: NINA 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 NIA 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES ? 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 (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ? 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. 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 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 ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM, OWNER'S/AGENT'S SIGNATURE D ? ? a - (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). 1720 OK ( 62 1703-a _ 177 ?. / .•? Pledsant.(3rove - "' - :bl Erwin Ch 17 •. Ada Proposed 4" F em ,. Ho•spis oreemain Chhapel r W.p'el ?... P? EAR o 114F 611 1-i. ? 44. High --ST - V'Sc ?`? Place ' r4a•, 'V? ? .f .,'. n E_A5.r 14 ST 1719 .?? . WTS 1729 i 1746 1 , J! 5 @y}ptoo JL ?.1 ': Crossing 1;i 74 1740 Johnson 311em DNN I 8 r _ -? 11 P ? r Radio Tower, 82 a, ty Porter _•....... l V • .? Chapel Cem 735 '? ' ? •i°r f ? Filtration`, '\1 I \I `I rli 1774 1 1735' / 5 Hospita 11 • ? j ? ? ?'. 1811 _ ?, .4: ri ? re2n w0a 1 ? rr? u of ? ? -.C Tf • -_ - .\ ,_}. „ _ . \\ 1776 Nr ??r x ,v ? n a 5 184 n Disposal • (S 167 = a2 1790 177 7777 Smith Grove `- - - ?y 1 pal _ • = © 8.182 301 j T Erwin N ?Ic USGS Quadrangle Ma Scale: 1 2,000' 'Revised 1981 ?,?? - -- - -"f - `?- ?1 401 ISSUED 010884 DWQ ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 12 - ` "(y : PRE-CONSTRUCTION NOTIFICATION APPLICATI4 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: City of Dunn 2. MAILING ADDRESS: PO Box 1065 SUBDIVISION NAME N/A CITY: Dunn STATE: NC ZIP CODE: 28335 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): US Highway 421 3. TELEPHONE NUMBER: (HOME) (910)892-2633 (WORK) 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: Ronald Autry 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Harnet - NEAREST TOWN: Dunn SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) US Highway 421 6. IMPACTED OR NEAREST STREAM/RIVER: Black River RIVER BASIN: Cape Fear 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: ORW (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 PAYMENT RECEIVED 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): (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ? NO ® IF YES, DESCRIBE ANTICIPATED WORK: 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 0.86 (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0.03 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: EXCAVATION: 0.03 FLOODING: OTHER : DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.03 (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: N/_A, FT AFTER: N/A FT WIDTH BEFORE (based on normal high water contours): approx. 25 FT AVERAGE DEPTH BEFORE: N/A FT AFTER: N/A FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X CHANNEL EXCAVATION: CONSTRUCTION OF A DAMIFLOODING: 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? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) 4" forcemain crossine to be installed 12" below river bottom 13. PURPOSE OF PROPOSED WORK: to provide sewer service to a retail development site on US Hiehwav 421 near Dunn 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) routine of forcemain requires crossine Black River to serve the development 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: N/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 82 .r - u. i Sk Hig], S' 1, .. A i 1120 I hF 1'7 ; Proposed 4" Forcemai 11t Walk ers?.? 1. Chapel' 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES ? 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 (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES E] NO ? 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. 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 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 ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM, OWNERS/AGENT'S SIGNATURE D (AGENTS SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). 1720 OK ( 62 1703-a _ 177 ?. / .•? Pledsant.(3rove - "' - :bl Erwin Ch 17 •. Ada Proposed 4" F em ,. Ho•spis oreemain Chhapel r W.p'el ?... P? EAR o 114F 611 1-i. ? 44. High --ST - V'Sc ?`? Place ' r4a•, 'V? ? .f .,'. n E_A5.r 14 ST 1719 .?? . WTS 1729 i 1746 1 , J! 5 @y}ptoo JL ?.1 ': Crossing 1;i 74 1740 Johnson 311em DNN I 8 r _ -? 11 P ? r Radio Tower, 82 a, ty Porter _•....... l V • .? Chapel Cem 735 '? ' ? •i°r f ? Filtration`, '\1 I \I `I rli 1774 1 1735' / 5 Hospita 11 • ? j ? ? ?'. 1811 _ ?, .4: ri ? re2n w0a 1 ? rr? u of ? ? -.C Tf • -_ - .\ ,_}. „ _ . \\ 1776 Nr ??r x ,v ? n a 5 184 n Disposal • (S 167 = a2 1790 177 7777 Smith Grove `- - - ?y 1 pal _ • = © 8.182 301 j T Erwin N ?Ic USGS Quadrangle Ma Scale: 1 2,000' 'Revised 1981 ?,?? - -- - -"f - `?- ?1 go 6-8-01 Wetlands Review E-1554 #526 008771. 200.00 rdwei? 4f 0PC- - - - - - - - - - ~ - - - - - _ - - 175 - CONTROL POINT ~l ~ 3~P ~ 0 \ ~ > _ J ~ - _ t...F~.__ - -------174- _ _ - - _ - - - - ~ _ - - - - _ ~ - ~5-- _ - ~ 1 - - _ ~ 32 -17~ '___=_-~.~,.l~- _ ------------------FDA =1~---------- --9---- ~i, .E. 175. - - - ~ p~ ~ ~ o ~ : x ~ ~ ~ - - - ~ ~ 176- - TOME (TYP. ~ ECK ) ~TURE EL'R CK _ - - - _ 490 _ B~II~-SIL-~-..-.- - - - - - - - - - ~ RI GE v INLET 173.93 6 D o EcK DAM +6728 - Dom- (TYP. HI HWAY 421 ,y ~ ~ p G _ o - _ srA, _ _ - ~ G - - - - - _ - FENCE - - +177. ~ _ - C~- - - - - ~ - - - _ ~ - -w-= _ _ ~r = - - - ~ SIGN ,~1 ~f - L - _ - _ -173 - - - - - - - _ ~g - _ - - _ ~ ~ irn C ~~6~ - - ,,.ter--_- ~ 169 _ _ - - ~ I ..~-167 - -y - ~ 0 - - ~ 68 - _ ~ - r Tf"f ~ i ES 0 166-___~ ~ 6g. 16 I / ~ II ~ - EILLBOARD ~ ~-WA-~'P-MMN; - r IE-165.21 _ - -165 OXI TES LOCATION ~ ~ ' ~ ~ APPR , _ _ _ RQOCA-~1~ .a 1 ~ . ~ ~ PRnPOSEO 4 ~ ~ , 6 DIP ~ ~ EXISTING POLE ~ ~ i Co ~ . , ~ , ~ ~ ~ ~ ~ FpRI,~ MAIN ~ , ~ ~ ~ N PROPOSED_ 1fl- -~-94Q ! P~(P 5/8 , xr riNC Roao E S ~ h ~ EADWALL ~ PV+C~WATERUNE REBAR ~ RrcHr-oF-wa Y / o , i n P 166.67 W ~ ~ ~ ~ ~ ~ i _ ~ ~ ~ ~ W 9 N U BLE TO ~ ? W < z ~ i / t- LO TE INVERT z m ~ i i i ~ / i ~ U ~ Q ~ ~ ' ~ ~ ~ ~ ~ / / ~ M A o WATER ELEVA ON S Q I / ~ / ! / OF FEB. 11 00 = 159.7' ! I ~ ,,,1 I / k- ~ , ~ ~ l 177, T/W z c~ / ~ ~ r I 176. B/W W ~ ~ ~ ~ r ~ j O l ~ G ~ _ _ ~ Z ~ ~ f ~ ~ A ORIVE ~ k ~ fl BY ~ i i S9 v ~t ® 1 W ry i ~ ~ ~ r ~ o p , , FAR ~ ~ i f ~ ~ , f+ ~ o / ~ ~ ~ , ~ 1,77.0 T/W ~ ~ h ~ ~ ~ ~ `67.08 W p v/ f D 8" SENER ~ ~ ~ N ti ^ o BY GV° o ~ ~ sE7a ~ oaoa ~C v ~ ~ ~ ~ ~ i' ~ I _ 2 _1- ~ 7 0 T/W ~ 1 ~ ~ ~ d ~ ~ ~ , ' -175 0 B/'W v „ P ~ ~ ~ 42 ~ I _ + 7 ~ x( PI?; PUMP STA]lUN ~ ~ Q 5. ~ r ~ ~ Z ~ ~ ) B~~ D A~'R 4- W ~ J ~ i PVC @ 0.5~ ~01 .7 s i TOPOGRAPHIC INFORMATION PROS/OED BY ~ r ~ _ / s ~ i - _ XI ~ . GRA Y ENGINEER/NG CONSULTANTS NO 4 ACTUAL F/El0 WORK PREFORMED BY ~ ~ , 90 D F DA CIS-MAR AN-POWEtL & ASSOC/A TES ~ ~ Sl. 0+ 60 i E ~ ~ T =175.5 1 SCALE.• IE 59.70 IN ~ ~ i ~ HOR/Z. 1'=40' ~ IE 159.50 (OUT) • 00+~ , W VERT. ~"=4' ^ i } i ~ i I A i I I 0 I 1B0 180 i 6 -'a 1 ~ i I ~ 12 ~~a~ GROUP h ~w - ~ Z • Z 170 Z z 170 _ ~ o w I u W N J W LL EIS N W ~ J 160 a 160 Z J 0. I I I _t f 1 150 III 1 11 1---1 1 1'. SHEET N0. 150 8+00 9+00 10+00 11+00 12+00 It00 5100 6100 It01 2+00 3+00 4+00 0+00 1+00 OF2 ~I nuuu~ ~ ~ ~ ~ I CB ~ TOP 173.67' ~ ~O~ v: Q THROAT 172.79' - I ~ ,Q i O .V Q IE OUT 169.74' I c~ INLET 173.90 ~ ~ N s ~ SIGN ~ ~ .,~o _ _ _ HIGHWAY 42_1 45 MPH - ~ I Z •.,,N ,,o - - - 175._--=- - - - IuL - _ - - - - - _ _ ~5---- - -~-MI- - - _ - - -1 T4' - _ - - ~ - - - ~ ~ W - ' =1.7~ - ld T = _ - - _ _ _ o t o----- -~8a - u~c - ~ T ' - - - - - - - 1 BE7VOS 3- U*04 3 CMP ~ - 173 - - - - _-_.LZ _ - - _ _ _ - - - - - - , HEDGE ROW o - "167 ~~-0~+91 -169-. r,, ~ - - 1 r - ` ~ - -169 ~ ~ ~ N -166 " ' ~ ~ ' -is IE 16~.20`~ -168 - _ R~ R W - -991-~ 1 y - - -165- HEADWALL - - W ~ ~ ~ -5- ~ ~ ~ J 1 ~ TOP 166.35 ~ k ~ SSMH o ~ ~ LE. 165.74 pNpo~p 4• ' ~ TOP-173.93 W FAQ MAIN APPROXIMATE LOCATION V EXISTING POLE IE IN 16 -164.33 2 (Sl i n ~ UNDERGROUND TELEPHONE. rv IE IN 15 -164.88 ~ NOT LOCATED IN FIELD BY Q I.E. 163.15 I OUT-164.38' v E UTILITY CO. ~ SHELF-165.93 t .E. 160.60 J ~ a 4 ~ W r- Z N W i I d I I Z ~ W ~ J I 0 f h~ SCALE. HOR/Z. 1 =40' 12~RT. 1 =4' ~ 1 I 1,90 l80 y f 4 W Z Z 170 170 N Z Z Q, u W • W N U ~ ~ ~ ~ Q J u LL • N Z 0 N 2 Q W tl) J 160 160 Z ~ ~ I a I J K F i t isn 150 r ...v 13+00 14+00 15+00 16+00 17+1 12+00 SHEET NO. 17+00 18+00 19+00 OF 2 - - o~, , _ E f - - - - - - _ ~ - - - - - - - _ 175 - CONTROL POINT ~ y~P ~ a 0 \ F ~ i - - ~ - ~ -------174- _ - - - - - I _ _ - - - _ _ _ - 175.32 _ -t7~---==_==-,.ate=_ ~ .E. - - - ;0 ~ v; ~ - - - ~ ~ ~ cn ~ `t7s- -~T~?NE C ECK (TYP.) ~ ~TQ1QE ECR K _ - - - 490 _ BEGIN-SIB- _ - - - - ~ ~ ~ INLET 173.93 BRIDGE r Q ~ ~ • ~ ECK DAM ,s - ~ _ _ D/~MM- ~T~'P, ~ HIGHWAY 421 ~ p ; y ; ~ G p . - - - _ STA„~F6 18 _ - - - FENCE . G- - - - - -+177. ~ _ _ - _ _ - - - - - - - - - - - - - - - - - ' - - -W____- _ ~ SGN ~1 - ~1 i..----- - - - - y - -173 ;~~6 - - ~ 169-- - - - - _ ~ - _ _ _ 0 -L - - -16 - - 68 - - - - - ~r-- - - ~ N ~ , ~ ~ ~ . 6~ 166-___ 1 6 _ 16 , ES 0 ~ ~ i ~ 6 ~b: - , ~ ii i I ~ - ~ \ ~ ~ ~ ~ + / - ~ _ _16 BILLBOARD ~ ~ WASP-MTV, IE 165.21 _ -165 T ~ LOCATION ~ ~ ~ APPROXI E ~ z _ _ _ - , ~ RQOeiN1~ ao ~ ~ ~ ~ Q~ Z = " B~''D~EVFL - ~ ~ PIi~OPOSED 4' ' ~ 6 DIP ~ ~ + .EXISTING POLE ~ 1 i I ~ ~ ~ ~ . , ~ , ~ ~ n , ~ FGhtl~' MAIN i i ` N ~ ~ N PROPOSED 1~- -C-~9Q0 , N1"P 5/e ~ EXISTING ROAD n vJ EADWALL ~ / PVC~WATERIJNE REBAR ' ~ R1GHr-OF-w,aY i , ~ ~ ^ ~ P 166.67 W ~ i W U BLE TO ~ z W g ~ - ~ / ~ / ~ zz LO TE INVERT m / / ~ ~ r ~ ~ U U ~ ~ / i ~ / ~ ' ~ rn / , , ~ WATER ELEVA ON AS Q o F F B. 11 00 = 159.7' 0 E > r ~ / / . r r ~ r k r , , r 177. T~W Q z / r r J 176. B/W ~ W r r r ~ W r ` ~ 0 / ~ U ~ ~ ~ ~ b' A DIRII~E ~ 2 N I s9 ~ i w ~ ,.8 Z ~ i { 1 ~ ~ I i ~ ® ! 1 ~ ~ ~ t V i / ~a / A ~ ~ i ~ ~ ~ , ' 1 7.0 T/W ~ ~ ~ h ~ ~ ~ I 1o7.ooB w o e' s ~ 0 ~ ti ^ o BY 0 ~ ~ D ~ v- 0 v , ~ STA. 1 AR ~ ~ V i ~ ~ ` - ~ ~ ~ O ~ ~ ~ ~ - 2 ~ ~ ~ 17 o T/w m f ~ ~ \ ~ ~ w ~ , 175 0 B/ U .P ~ r Y 42 ~ ~ Q ~ I + 75. r x( PUMP STAA~V ~ > 1 ) BY DE A~El4 0- r, ~ ~ Z ~ ~ r STA. Oi0 W ~ .1 ~ ~ ~ ~ i PVC ~ 0.5~ ~01 .7 ~ ~ TOPOGRAPHIC INFORMATION PR01/IDED BY a ~ GRA Y ENGINEERING CONSULTANTS. NO S ~ ~ ~ W ~ ACTUAL FIELD WORK PREFORMED BY + ~ ~ ~ ~ 0 DA ~!S-MAR AN--POWELL & ASSOC/A TES r r STA. Of 60 \ r E~' Q ~i r N o ~ T0~=175.5 1 SCALE.' IE 59.7Q IN r ~ ~ r 00 HOR/Z. 1 =40' ~ {E 159.50 (OUT) ,p • 00+.~ ~ w VL~RT. 1 "=4' f ~ / ~ ~ I + 1 - + i l E a 0 E 1S0 i ~ 180 I k y 6 I j i y i Z W • u. ~ Z ' 1~o v1 + Z + Z rya O W N W N 1~ .J W 0 rs rv ~ E W i N J = + 160 ~ ~ I 160 Z ~ ~ 4. J 'i f 150 SHEET NO. 150 7+00 8+00 9+00 10+00 11+00 12+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 O+DO I OF2 i i E ~o i ~ ~ CB ~ - ) TOP 173.67' • o ~ ~i THROAT 172.79 ~ ~ = IE OUT 169.74 O ;Q + INLET 173.90 ~ ~ ~ W ~ ~ ~ SIGN z o ~ ~O N •s • _ _ _HIGH_WAY 421 ~ 45 MPH _ _ - .175= _ - - - N - _ NL - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ PRA10OlS~D p ~,,a,~~ N~- ~ ~ , 7 I 4• ~ ~ uu ~UNN SIN-~9D - ~3- - ~ - - - - - _ . _ U 1`_-,- - - - ~ ~p -_-i-74= - F1T - - _ - ~y{ n._. _ _ t1T _ _ _ CMP ~ `13-F~Q- - tiT - _ _ ~J ~ e- - - 173 - -700----------- ?211~BENQS -~3 / - _ - ,161 - _ - _ W - , HEDGE ROW 0 ~i _ - ~ ~OQ.+9t -169---.-_ a _ _ _ - - - 66 ~ ~ r W ~ ~ '~~s~ IE 16~. - -168---- R W --f - ~ J - \ ~ ! l~ RAW -891-- ~ „ HEADWALL -ls5 W ~ - J ~ - ~ ~ 15_ ~ ~ TOP 166.35 - + cD ~ SSMH : ~k ~ ~ ~ I.E. 165.74 PRApO,SED 4 TOP-173.93 ~ V APP EXISTING POLE FARM' MAIN ROXIMATE LOCATION „ W IE IN i6 -164.33 2 tv UNDERGROUND TELEPHONE. ~ N IE IN 15 -164.88 ~ ~ ^ Q NOT LOCATED IN FIELD BY E. 163.15 IE OUT-164.38 v , UTILITY CO. .r. 160.60 _ ~ Z W ~ SHED 165.93 ~ Z ~ J a ~ ~ 4 ^ ~ W Z Z N ~ W 2 W J k ~ ~ i 1 I a 4 SCALE.' 0 HOR/Z. 1 =40' VERT. 1 "=4' ~ I.,. f I f i k' 180 { 180 I c~ P I ~ ~ W I i Z k 170 Z 1~o Z Z - F-- ~ Q' u Z I w U W N a. ~ } Q J ~ N u ~ LL Nz p D w ~ ~ J - 160 _ 160 Z a. J t f 1.7U 12+00 13+00 14+00 15+00 16+00 17+00 150 +00 18+00 19+00 SET P C OF 2