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HomeMy WebLinkAbout19990709 Ver 1_COMPLETE FILE_20000801State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director Mr. Rex Smith 2228 Bethlehem Road Raleigh, NC 27610 Dear Mr. Smith: WQC Project # 990799 Wake County NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES May 8, 2000 On June 30, 1999, you requested a 401 Water Quality Certification from the Division of Water Quality for your project to construct an access road located near Bethlehem Road in Wake County. We wrote to you on August 9, 2000 discussing concerns that we have regarding the design of the project and placing it on hold until those concerns are addressed. As of today, we have not received a response to our earlier letter. Unless we receive a written response from you by May 19, 2000, we will consider that you have withdrawn this application and are not interested in pursuing the project at this time. Please call me at 919-733-9646 if you have any questions or would like to discuss this matter. ncerel cc: Raleigh DWQ Regional Office Wilmington District Corps of Engineers Mike Stewart; Stewart-Proctor.. LLC Central Files File Copy Dorney Wa r Quality Certification Program Wetlands/401 Unit 1621 Mail Service Center Raleigh NC 27669-1621 Telephone 919.733-1786 • FAX 919-733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Kerr T. Stevens, Director 1 0• - ON 2 NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES August 9, 1999 DWQ Project # 990709 Wake County CERTIFIED MAIL-RETURN RECEIPT REQUESTED Rex Smith 2228 Bethlehem Road Raleigh, NC 27610 Dear Mr. Smith: The Division of Water Quality has reviewed your plans for the discharge of fill material into streams and/or wetlands located at Bethlehem Rd (SR 2049) in Wake County for roadway development. Based on this review, we have identified significant uses, which would be removed or degraded by this project. Insufficient evidence is present in our files to conclude that your project must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H .0506 and 15A NCAC 2B .0233. Therefore, unless modifications of the proposal are made as described below, we will have o move toward denial of your 401 Certification as required by 15A NCAC 2H .0507(e) and will place this project on hold as incomplete until we receive this additional information, we are requesting (by copy of this letter) that the US Army Corps o Engineers place your project on hold. Please provide us with information supporting your position that states your project must be constructed as planned and that you have no practicable alternative to placing fill in these waters and/or wetlands. Specifically, can you construct your project with a perpendicular crossing on the eastern stream, and crossing on one tributary in the central channel? Also the road ends adjacent to the western stream. Please discuss the reason for this and whether additional impacts are likely. Any documentation such as maps and narrative that you can supply to address alternative designs for your project may be helpful in our review of your 401 Certification. Please respond within three weeks of the date of this letter by sending a copy of this information to me and one copy to Mr. Steve Mitchell Raleigh Regional Office at 3800 Barrett Drive Raleigh NC 27609. If we do not hear from you in three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. I can be reached at 919-733-9646 if you have any questions. Sincerely, John R. Dorney Division of Water Quality • Environmental Sciences Branch Enviro. Sciences 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 Cc: Raleigh DWQ Regional Office Wilmington Office Corps of Engineers Central Files John Dorney Raleigh Field Office Corps of Engineers 990709.nty MEMORANDUM TO: John Dorney Regional Contact: Steve Mitchell Non-Discharge Branch WQ Supervisor: Ken Schuster Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Rex Smith Project Number 99 0709 Recvd From APP Received Date 6/30/99 Project Type access road Recvd By Region 7/14/99 County Wake County2 Region Raleigh Certificates Stream Stream Impacts (ft.) Permit Wetland Wetland Wetland Stream Class Acres Feet no Type Type Impact Score Index Prim. Supp. Basin Req. Req. 14 ?- O Y O N ?7 (20.7) ? NSW 304.0 I r? ?- NBR ?OY @" ?I r I r-F_ F_ F_ F- I -I_ Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny Provided by Region: Latitude (ddmmss) Longitude (ddmmss) Comments: Project lay is not at all what I want to see. Buffer is being jmpacted on first tributary from the east non-perpendicular and on second to west twice above the junction of two unnamed tributaries.. Next point of order is that the road appears to he stuhhed out 56 feet from an additional tributary- NFFn more information Appears that they have not attempted to avoid or minimize, cc: Regional Office Central Office Page Number 1 Facility Name Rex Smith Project Number 99 0709 Comments (continued from page 1): County Wake Regional Contact: Steve Mitchell Date: cc: Regional Office Central Office Page Number 2 State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director D E N R Division of Water Quality Environmental Sciences Branch & Wetlands/401 Unit Location: 4401 Reedy Creek Road Raleigh, N.C. 27607 Mailing Address: 1621 Mail Service Center Raleigh, N.C. 27699 FAX: (919) 733-9959 FAX TO: FAX NUMBER: z e? ? FROM: C y "/ c( PHONE: '?i?- -) 33 - 9 7?/ NO. OF PAGES INCLUDING THIS SHEET: :A Y- I /U 1c?0 6 v C /' -?? C Pr /e / -t ?rK J i yo w J c e cry s-f?,-E? w -t o Y y V, C ?jl 2V "I ?CVDiG? ??1? zQ- S?ecx? ?? YG? cr(lPc?l-lc ??tv? ????v?C?L V16 j Wai1?4 Y -fL2 w e --f (cam, 0/s v?G /?i '7 r V ?. re - zkj If you receive this fax by mistake call: ESB (919) 733-9960 or Wetlands (919) 733-1786. PAYMENT DWQ ID: CORPS A('nON ID: _ RFrEIvED NATIONWIDE PM'virr REQUESTED (PROVIDE NATION-VILE PERMIT 00 PRE.-CONSTRUCTTOi NOTIFICATION APPLICATION FOR NATIONWM PERMITS THAT REQUIRE: I) NOTIFICATION TO THE CORPS OF ENGanRS 2) APPLICATION FOR SECTION 401 CERIUCATION 3) COO RDLNATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL, AND (1) COPY OF THIS COMPLETED FORM TO THE APPkOFRIATE F1E.LD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES INIUST BE SENT TO THE NC DIVISION OF WATER QUALITY, AT NN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT QR TYPE. OWNER'S NAME: 2, MAILING ADDRESS: Z Z Zf3 19 _ rM L '}1,6/'1 9AL,c-V6,d 0 1-) G 7 71i / O SUBDIVISION NAME CITY: _ gm z?,# STATE:._ N - - ZIP CODE: Z7G/0 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NANIE (IF DIFFERENT FROM MAILING ADDRESS ABOVE)! 2 z ZO LAQp - O L ? 4 P? S oy 3, TELEPHONE NLNBER: (HOME) 2L L ?G 7.fG (VORK)_Yf-'4-Zcld n IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: c- z9 7-,2 Yo? en A n ?4r,????,? • c . -Z ve- nil- rgz?L AIM s7-15'4,M cr- P,eocTai?{ p 5. LOCATION OF WORK (PROVIDE A". PREFERABLY A COPY OF USGS TOPOGR kPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):. couN-IY:........ k/f4k - NEAREST TOWN: ,o,4La/4f4 Z Z 2 0 A 5 r,,YLAe i? t2 A SPECIFIC LOCATION (INCZUDE ROAD MJMGMS, LANDMARKS. ECT) -- .lfE-?????L 6. ImPACTED OR NF- REST STREAMIRIV M, ?-)L) 15 12-WE 2 RIVER BASIN: - Jur?2 1 9 - 7s. IS PROJECT LOCATED NEAR WAM CLASSIFIED AS TROUT. TIDAL SALTWATER, (SA), HIGH Q?JALITY WATERS (14QW), OUTSTA?NM12NG RESOURSE WATERS (OR`W), WATER SUPPLY ('W5.1 Cfi WS-II)? YES NO ( ) IF `lES.1:JCPL.AIN: P? Eu S? QIS1?fL (3N5??) 7h. IS THE Fb.OJEL"T LOCATFM %TfHIN 4 NORTH CAROLatA DIVISION OF COASTAL tv1ANAGF-M N'T AREA OF F-NVM0klENI'AL CONCERN (AEC )7 YES ( ) NO (X ) ?c, IF THE PROJECT IS LOCATED WITHIN A COASTAL COLTN"i'Y (SEE P&GE 7 FOR LIST OF COASTAL COUNTIES), WHAT LS THE LAND USE PLAN (LU P) DESIGNATION'.' . P-o/a 8a. HAVE ANY SECTION 404 PERMITS SnN PREVIOUSLY REQUESTED FOR USE UN THIS PRO]ECr? YES ( ) NO ( x) IF YES. PROVIDE ACTICN L.D. NUMBER Of PREVIOUS PERMIT AN "D ANY ADDITIONAL INFORMAitON (INCLUDE PHOTOCOPY Dr. 401 CERTIFICATION): -- Sb. ARE ADDITIONAL PER3ZT REQUESTS EXPECTED FOR THIS PROMRTY L.N THE rUTURE7 YES ( ) NO ()? IF YES. DESCRIBE ANTICIPATED WORK; 9a- PS'LT.MATED TOTAL Nl- r ERS OF ACRES IN TRACT OF LAND: -HIV, 9 9b. F.S'I'L'viATED 40TAL NUMBER OF ACRES OP WETLANDS LOCATED ON PROJECT SITE: To QE n.?rrvni?? loa. NUMBER OF ACRES OF WETLANDS NFACTED BY THE ?ROPOSED PROTBL-r BY: F[LL 4G: EXCAVATION: FLOODING: OTHER : DIL&JNAGE : ?. TOTAL ACRES TO BE IMPACTED: _ 10b. (1) STREAM CHANNEL TO BE RAPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROvME DISTANCE 30Th BEFORE AND AFTER RELOCATION: LENGTH BEFOR&: ? .... AFTER: Z.1 FT WIDTH BEFORE Owed on normal high water contoun)_ ~ Z -1 FT AVERAGE DmIm BEFORE: -41 s, FT Al- -TOIL s ' Fi (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CF ECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: _ PLACEMENT 4F PUYF- IN CHANNM: CHANNEL. EXCAVATION: COONSTRUCTION OF A DAIWFLOODI O: OTHER- -- - -- -- 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SL= OF TR7 WATERSHED DRA 411, G TO THE PONDI WHAT IS THE EXPECTED POND SURFACE AREA? - .- 12. DISCTIl''!'ION OF PROPOSED WORK INC'„UDLNG DLSCUSSION OF TYPE OF MECHANICAL, EQUIPMENT TO BE USED? (ATTACH PLANS. 81/2 BY 11 DRAWINGS ONLY) 2 o A a , p_ 4 1, 1.e,40???, p r?,?J T -AND LOA 06Z. 13. PURPOSE OF PROPOSED WORK R°ptp T O 4 G o r--5 14. STATE RLALSONS WHY !T IS BELLEV D, THAT THIS AC-rIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMM WET'r..AND IMPACTS) 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/UK NATIONAL MARINE FiSHF.RIES SERIVE REGARDING THE PRESENCE OF ANY FEDERALY LISTED OR PROPOSED FOR LISTING ENDANvI-D OR THREATENED SPECIES OR CRITICAL HABI'T'AT IN THE: PERMIT AREA T MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: e, 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES INTIM PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT'. DATE CONTACTED N 17. DOES THE PROJECT LWOLVE AN E.XPENDLTURE QF PUBLIC FUNDS OT THE USE OF PUBLIC (STATE) LAND? YES ( ) NO ( --? (IF NO, GO TO 16) & IF YES, DOES THE PROJECT REQUIRE PREPERATION OF AN ENVMONMENTAL DOCUMENT PURUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES( ) NO( ) b. IF YES, HAS THE DOCUMENT BEEN REFIEWED THROUGH IIHE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YFS ( ) NO ( ) IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOf;I.I TATIONFRONI THE STATE CLF-A UNG14OUSE WITH THE NORTH CAROLINA bNVIRONMENTAL POLICY AC r. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE D[RECI'ED T'O M5. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. IS. THE FOLLOWING ITEMS SHOULD BE INCLUDED WTH THIS APPLICATION IT PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MAT ERIAL 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 (DMRNIITTENT AND PERMANENT) ON TIIE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 D:CH EQUALS 54 FEET OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT. b, IF AVAILABLE. REPRESENTATIVE PHOTOGRAPH OF WETLFINDS TO BE IMPAC aD BY PROD'UCT. c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, LNCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LLNE. d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. e. WHAT IS L_AAiD USE OF SURROUNDING PROPOERTY? ¦r- f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISP09AI,7 g, SIGNED.,1NU DATED AGENT AUTHORIZATION LETTER, W APFT_ICAbLE. NOTE: WT A-NIDS OR WATERS OF T?IE US MAY NOT BE IMPACI1?1) PRIOR TO' I ) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2) FrTHER THE ISSUANa OR WAIVER OF A 401 DIVISION OF WATER QUALI'T'Y CERTIFICATION, AND 3) (II` THE TWENTY COASTAL COTNTIES Ol TLY), A LETTER FROM = NORTH CAROLINA DIVISION OF COASTAL. MANAGEMENT STATING THE PRUPOSEU ACTNITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL. MANAGEMENT PROGRAM, f OWNER' /AGENT'S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETMR FROM TITS OWNER IS PROVIDED). `,7` J UNITED STATES DEPARTMENT OF THE INTERIOR s'- GEOLOGICAL SURVEY 781°30' 727000'"E. 728 729 27'30" K/v 35°45 ?JA yo ° 25 ?' ?? ?$ ?a i= - V ,. ? /_ ? ?? ? (_) 1 ? .. ? ? - _ _ --1 (. r? ( 260• J I u .(, 3e58000m.N 250 lid O/?I\U??_- I, Z-1 IV 3957 v -j „\v - zsb ? ` ? II 3956 /1r ' Z(?j / / ? l i II Ir, L 3955 42'30" zso 5a?? i 1 3954 V -` ?1 II S _ 1124 It - '?? ??i - ?•.! ? )?? ? ???li? 1???1??? APH 16 "?! i U : i uj-1h1 P. DWQ ID: CORPS ACTION ID: NATIONW WE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) PRE-CO:NTSTRUCTION ,'NOTIF'ICATION APPLICATION FOR NATIONWIDF PERMITS THAT REQUIRE: 1) NOTIFICATION TO THE CORPS OF ENGaMERS 2) APPLICA'T'ION FOR SECTION 401 CERTIFCATION 3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT 5 END TIE UR C WAL, A" (1) COPY OF I"HIS COMPLETED FORM TO THE APPkOP! ATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET), SEVEN 7( ) COPIES.MUST BE SENT _TO_THE NC DIVISION OF WATER OUALITK, ATTNI : JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT QR TYPE. 1. OWNER'S NAME: A__9f-K- y /l / r1# - - 2, MAILING ADDRESS: ZZ ZR [3E rML ,90A ? a . &AL?/G f? A h? G -2 -76c l O -- SUEDMSION NAME O?L CITY:- ,SPA I.Ory 4z'# STATE: lV 1- . ZIP CODE: Z 7G /o PROJECT LOCATION .ADDRESS, INCLUDING SUBDIVISION NA ,IE (IF DIFFERENT FROM MAILING AQDR'ESS ABOVE)- Z Z ZO jgAMj-6 RD. 3. TELEPHONE NUMBER: (HOME) Z L !? ' G 7 fG (WORK)- g r4 - Z-06 n _ IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORA'T'E OFFICIAL. ADDRESS. PHONE NUMBER: QG T,eYr?./ eoAn .C64, 9'1l, 27000 .T??.l.Y??Q= ZOB?-- /?'lIK6 sInd'z?ler - .STi1c??4RT- P,Po?L?R? P.? G. 5. LOCATION OF WORK (PROVIDE A". PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: __ _.Ie.If}k?/,? -.------------..--NEARESTTOWN; 242, _. Z Z 2 0 8 . LAA-eiry?D -_ i4FP 16 , 1L:1Jw SPECIFIC LOCA7IOPr (INCLY)DE ROAn KILTIaERS, LANDMARKS, F-CT) d? E 2 __ 6. IMPACTED OR NEAREST STREAM4UvBR: ?.1 ALL. RIVER BASIN: _„41 ?? ..._,,. - TE.R, (SA), 7a. IS PROJECT LOCATED NEA-k WATER CLASSIFIED A3 TROUT, TIDAL SALIWA HIGH QUALITY WATERS (14QW), 0lJT8'TA.NMLNG RFSOURSE WATERS (OR's, WATER SUPPLY ('WS•I CP.WS-II)7 YES (--l NO ( ) IF YFS. r-)cP2AIN tJ 6J S r, Ql_V_e_p.. (3N51J '7h. IS Tie PV.0JECT LOCATFM %TCHIly A NOR'T'H CAROL "TA DIVISION OF COASTAY . MAINAGF-MENT AREA OF F-NMOVIEN"LIL CONCERN (AFC)? 'D'ES ( ) NO (X) 7c. IF'THE p%OJFC7r 1S LOCATED WITHIN A COASTAL COUNTY (SEEI &QZ 7 FOR LIST OF COASTAL, COUNTIES), WHAT IS THE LAND USE PLA?J (LUP) DESIGN'ATION' . 8a. IjAVE ANY SECTION 404 PEWITS BPEN PREVIOUSLY REQUES MD FOR USE ON '1 HIS PROJb(-r YES ( ) NO ( )() IF YES, PROVIDE ACTION I.L. NUMBER OF PRE'JIGUS PER.MPT AND A14Y ADDITIONAL WFOR -IAiZON (INCLUDE PHOTOCOPY 01 ,'401 CERTIFICATION): ---- 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPER'!Y L*; THE C"sTUREr YES( ) NO ()0 Il' YM. DESCRIBE ANTICIFA7M WORK; -- 9a- EST24ATED TOTAL NM%OERS OF ACRES IN TRACT Or LAND: 9b. ES-ITMATED TOTAL NLWr%%R CAF A,CkES OF WETLANDS LOCATED ON PROJECI' SITE: 10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROfF T Bar': FU-LNG: EXCAVATION: FLOODING: OTHER : DRAINAGE : TOTAL ACRES TO BE IMPACTED: lob. (1) STREAM CHANNEL TO BE rMPACTLD BY THE PROPOSEDPROJECT (IF RELOCATM, PROVIDE, DISTANCE BOTH BEFOR& AND AFTER RELOCATION: LENGTH BF.FORS: 20 .__._...--Yr AFTER: '?C --FT WIDTH BEFCRE (based on 1,Omjd high water contour}: FT AVERAGE DEPTH BEFORZ FT AFIWL 4 s ' i'1' (2) STREAM CHANN75.. IMPACTS WB.L RESULT FROM: (CFE-ECK M-L THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN C.HANNM. CEIANNFI, Ex AVATION: COONSTRUCTION OF A DANt/FZ,OODWO: OTHM. 11. IF CONSTRUCTION OF A FOND IS PROPOSED, WHAT IS THE SME OF TIM, WATcRSHED DRAIMNG TO THE PONUI POND SURFACE AREA? WHAT IS THE RXP-R `= 12. DISCTIPTION OF PROPOSED WORK INC'„UDI2NG DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS. 8 1/2 BY 11 DRAWINGS ONLY) 12QAn s /1 ad ru L_1 ILE A D6,e s^gl?J r,eoAJ r?FND GoAQEms, ,t ??U?J 4 G ° rS 13. PURPOSE OF PROPOSED WORK: R o ptp -,,:o 14. STATE REASONS WHY IT IS BELIEVED THAT THI5 ACTIVITY MUST BE CARRIL!) OUT IN WETLANDS (INCLUDIE ANY M'r.ASURES TAKEN TO MINIMM WETLAND IMPACT'S) 411 1Eb "?:+ 1E1: 1141 p . 1 15. YOU AM R.EQUIRIL) TO CONTACT 7T-IE US FISH AND WILDLIFE SERVICE ANu/OK NATIONAL. MARINE FISHERIES SERIVE REGARDING THF, PRESENCE OF Aw FF.bERALY LISTED OR PROPOSED FOR LISTING ENDANGERED OR T'HREATEN'ED SPECIES OR CRITICAL HABITAT IN TIM PERMIT A.RY:A T MAY BE AFFECTED BY THE PROPOSED PROJECT. BATE CONTACTED: 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH'.vI Y BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED IT DOES THE PROJECT L'WOLVE AN E?IPENDrt URE OF PUBLIC FUNDS OT'THE USE OF PUBLIC (STATE) LAND? Y'FS ( ) NO ( --? (IF NO, GO TO 16) a. IF YES, DOES THE PROJECT REQUIRE PREPERATION OF AN ENVIXO.WE:NTAL DOCUMENT PURUANT TO THE REQTMEMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES( ) NO( ) b. IF YES, HAS THE DOCUMENT BEEN REFIEWED THROUGH Ti-M NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YFS ( ) NO ( ) IF ANSWER 17b IS YES, TIMN SUDMIT A"ROPRLAT6 DOCUMENT'ATIONFROM THE STATE CLEARINGHOUSE WTT'H THE NORTH CAROLINA ENVIRONMENTAL POLICY ACE QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGE-rr, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELE?HONE (919) 733-6369. IS. THE FOLLOWING ITEMS SHOULD BE INCLUDED W"I'H THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO WETLANDS : a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKL6, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NTJ 4RF.RS 14,19,21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON TIM PROPERTY MUST BE SHOWN ON THE MAP. MAF SCALES SHOULD BE I INCH EQUALS 50 FEFT OF 1 INCH EQUALS 100 FEET OF THEIR EQUTVAI.F.NT. b. IF AVAILABLE. REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. c, IF DELINEATION WAS PERFORMED BY A CONSULTANT, LNCLLIDE 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 L.AAID USE OF SURROUNDING PROPOERTY? It ' .aF'I<: lb ' ?ti it is 1:.Hf1 P. f. IF APPLICABLE, WHAT IS PROPOSED METI-FOG OF SEWAGE DISP09AL? SEep T//, g, SIGNED ANr DATED AGENT AUTHORIZATION LETTER, IF APPT.1CA-M,F. NOTE: WTLA,^TDS OR WA; ERS OF THE US MAY NOT BE 1MPA(:I'ED PRIOR TO: 1) !S5UANCE OF A SECTION 404 CORPS OF ENrINEERS PERMIT, 2) EITHER THE ISSUANC)r OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LFTTER FROM ThT NOR'FH CAROLINA DIVISION OF COASTAL, MANAGEMENT STATING THE PRUPUSbL) ACI`IVTTY IS CONSISTENT WITH THti NOK'11i CAROLINA COASTAT.. MANAGEMENT PROGRAM, OWNER' /AGENT'S SIGNATURE DATE (AGENT'S 51( sNATURE VAI ID ONLY IF AUTHORL.7ATION LE'rMR FROM THZ, OWNER IS PROVIDED). N x:~. ` ~Y„ 50' RIGHT OF WAY 20' PAVEMENT * 1 w 1 GRASSH 8' , ' 1 SIL~ T BASINS DENUDED AR A E STORAGE STORAGE BASIN SIZE WEIR ;~ti S OPpER CL R• ?511 ROAD 1 1 Ac, REQUIREC~ PROVIDED L x W x D LENGTH ~ R BASIN #1 1.00 1815 CF 1860 CF 1 'x 1' ' a 0 ER 1 1 2" I-2 1 j 50' TAPER O r,_ 1/4 P ~ RE I N ~ ~ Tt. 1° pf SIGHT t~i1~w ze') 5 3 x5 20 BASIN #2 0.22 400 CF 440 CF 10'x11'x5' 1 ' ~ P , R ~ 1 TRIANGLE ~ w 0 BASIN #3 0.22 400 CF 440 CF 10'x11'x5' 1 O a YA vi 2 P~. 3 w ~P 8 ABC ~ - ' ~ - BASIN 4 0.25 454 CF 480 CF 10'x12'x5' 10' N • CUL-D - R w-- - --=~t0 ` R E SACS LESS THAN 500 FEET CUT / 51T~ IN LENGTH SHALL HAVE A PAVEMENT 70 R= 30' BASIN 5 0.25 4 4 ' 5 CF 480 CF 10 x12 x5 10 ~ FILL SECTION OF 18' STOP----~ - BASIN 6 0.37 672 CF_ 704 CF 11 x16 x5 10 _ .~f BASINS ARE RIP-RAP GRAVE FI L LTER TYPE ~':A, r RESIDENTIAL STR EETS s INSPECT BASINS ,AFTER EACH RAINFALL OCCURANCE TYPICAL CR T OSS SECTION EXISTING ROAD BASINS ARE TO BE CLEANED V RY E E YEAR OR AS NEEDED NTS DEPTH INCLUDES 1' FREEBOARD ALL SEDIMENT LADEN RUNOFF SHALL BE DIV T ~ ER ED INTO AN EROSION CONTROL DEVICE RECOMMENDED ROAD CONN ECTION ,`'''r STOP CONDITION ~ REX HAR ~ OLD SMITH ~ P.I . N . 1752.1L3 - -1 _ 32 996 , I ~ I ~ . , D.B~,~~79, PG. `8,77 ~ VICINITY MAP no scale I ~ - - - ~ ZONED: R 30 I ~ \ ~ ~ ~ , ~ _;i, ~ I ~ i ~ ~ ~ ~I i X11 i I ~ ~ I ~ I~ ~ ~ GRAHAM HEIRS SMITH ' I / I I l ~ ~ I I I iP.I.N. 1752.03-22-2376 ~ .I ~ ~ i ~ I 1 ~ i i i I I D.B. 7121 PG. 847 l I i'' I' I I / ~ ~ ~ ~ ~ i ZONED: R-30 I ~ / i / ~ / / / ~ l 1 ~ I ~ ' I 1----.-I I / I ~ ~ / ~ ~ ~ .30.00 • .,W# ~i , ' ~ 85' 11 1 ~ ~ ~ ~ i ~ ~ ~ . I ~ ~ f \ ~ ~ i ~ ~ ~ ~ I \ ~ ~ 7.81' w, 32 / ( I ~ ~ v ~ ~ ~ V ~ ~ 155 ~ 1 ~ ~ ~ 6 1.6 f 6 1.61 I ~ ~ ~ ~ ~ ~ ~ ~ 8'1115E ~ ~ I I ~ ~ ~ N ~ i t I I _ ati~ ~ /1 / 875. ~ \ ~ I t I ~ / 1 1 I 1 . ~ ~ ~ ~ 1 t 1 / ~ 1 1 =~ti. ~ L ~ ! ~v~f OT 2D ~ 1 ~ ~ ~ \ ~ \ / / ~ I 10.550 A \ ~ \ 0.550 A CRES OLD ~ \ ~ ~ ~ ~ ~ ~ ~ 9,670 AC \ \ ~ ~ I / I 1,670 ACRES NEW ~ .~4 ~ \ \ o ~ ~ ~ / / / V) 20'x50'x6" X57 WASHED LOT 2A ~ \ ~ o ~ , ~ / ~ ~ W GRAVEL CONSTRUCTI ON ENTRANCE 10.205 ACRES ~ \ ~ ~ ~ ~ ~ I OLD / / ~ `;a / / \ ~ ~ ~ ! 1 ~ 10.095 ACRES NE ~ ~ ~ ~ / / _ I ~ ~ I I 1 rri ~ / ti ~ / N ~ r N~ ~ ~ i f~l i ~ ~ I s~~: ~ I L 1 / ~ ~p LEGEND O C~ i 1 , iol ~ ~ KATHRYN B. WATT ~ I ~ / ELEV 200.7 h.~y,F-~' 11 I ~ / / P,I.N. 1752,03-12-1500 I / i~ ~ ,s ~ 01 ~ RIP RAP ENERGY DISSIPATOR D.B. 640. P NEUSE RIVER B FF ~ ~ 9, G. 462. U ER I I ~ ~ ~ ~ Y ~ I T ~ ~ S05°44 21 SL BASIN ~ . ~ p E ~v: MEASURED 50' BOTH SIDES i I ~ ZONED: R-30 I I ~ t+ G ~ , ~ - ~ ~ ~ ~ ~ ? 9 6.35 OF STREAM FROM I ~ ~ P ~ BA K , I 9ACKWAgER V P ~ -~T- TEMPORARY / Q MATTING 40 I~ ,.ea l ! ~ I 0 E~ ,e4.ae 5 ~ ~ ~ -'T~" ~nwAl~l 1 ~ 1 : I ~ J i ~ ~ ENKA MAT ~ \ I IseN o M4ET / seraf I p / / i ~ I / „ ~ / S07°48 22 E STORM SEW R PI 1 I / ~ II 97.48 ~ \ -.-1-' Y \ \ \ ----f? x -12~--~ E'i--- - - t~ j \ ~ \ N81°0 0 E -~7-- - I~ I ~ I DIVERSION DITCN _ _ 804. 2 I ~ ~ ~ ~ i ~ ~ /l I ° GRAVEL CONSTRUCTION ENTRANCE \ \ I ~at.tz / / I ~Y Y ~ ~ I 5 ADDITIONAL S08 57 13 E ~ ~ , \ ~ I / t \ ~ I~ I / ~ ~ I DEDICATED R/W 98.36 \ ~ 11 ,4~ ~ ~ ~ / ~ ,LT2B ~ ~ 1 t d ~ '~y ~ l ~ LOT 2C 1~ ~ .263 CRES 0 ~d LD ~ ~ ~ ~ I i, t I ~ ! ~ I \ / ~ 9°577 ACRES ~ 1 ~ EW ~ 10.4 2 ACRES OLD OLD ~ I I I ~ 509° 18 02 E / 1 I - r-- - 109.97 - ~ - ~ ' ~ 9.5 0 ACRES ~ EW EW _ _ ! l I T , ~ j ~ ~ ~ I ~ ~ / J ~ ~ I Y rn ! i 1 . ~ cry ~ / W N88° 1 W ~ 1$ - ~ a° 1 - ~ 48 .98 . ~ SATE BATA vj ~ ~ ~ t! cP I ~ i f 5~ ~ - 0.53 i ~ 3~ ~ d ~ ~:t' ~ ~ ~ ' ' ~ -TOTAL TRACT SI = ~ ~ ~ ~ ZE 38.9 ACRES ~ A 1 / ~ ~ 1 ~ ~ ~ ~ ~ ~ 1----- ~ - N0. LOTS = 4 , ~ \ i I ~ I ~ ~ ~ \ ~ ~ ~ / .f l / ~ _ ~ NO. NEW LOTS = 0 \ 1 i ~ l t l NEUSE RIVER BUFFER ~ , 1 , ~ ~ ~ ~ I ~ NEUSE RIVER BUFFER _ - ~ LINEAR FEET OF STREET = 1820 L.F. MEASURED 50 BOTH SIDES ~ \ ~ I / I ~ ~ i h ~ MEASURED 50 BOTH SIDES ~ \ i ~ ~ I ~ OF STREAM FROM BANK \ ~ I / 1 ? 0 ~ ~ OF STREAM FROM BA 6 ~ . ~ / ~ N K ~ ,.,~M ' ~ ~ i ~ 1 ~ I! I ~I S ~ 0~ 1 \ \ ~ I / ~ ~ ~ I I ~ ,1 i 722.63' 1 ~ ss~a I ~ ~ ° ~ rvorES: ~ ~14~;4: / / .~N-.; \ ~ ~ ~ y 416.5 I ~ I I i ~ JIM DOUGLAS TAYLOR ~ ~ -PRESENT LAND USE IS WOODED AND FALLOW. N88 57 25 W \ ~ 221.51 i ~ P.I.N. 1152.03-30-2727 -STREETS WILL HAVE A 50' R W, ~ / 1 \ 1 I ~ i ~ ~ ZONED: R-30 -WATER SYSTEM WILL CON I T ~ S S OF INDIVIDUAL WELL SYSTEM. - .I,~. 1 ~ ~ I' I ~ i i - SEWER SYSTEM WILL CONSIST OF INDIVIDUA 1 L SEPTIC SYSTEMS. ~ l ~ i,: ~ i ~ -ALL RADII AT STREET INTERSECTIONS ARE 25' ~ - ~ ~ .GRAHAM L. HEIRS SMITH I I I ~ , ~ ~ II ~ ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA ~ ` ~f'.I,N. 1752.03-22-2376 / I , ~ DEPARTMENT OF TRANSP RTATI ~ 0 ON STANDARDS ~ ZONED: R-30 ~ I I L , % i ~ I I ~ - ALL WAKE COUN ~ TY EROSION CONTROL MEASURES WILL BE COMPLIED ' / WITH DURING CONSTRUCTI N ~ ~ I ~ / 0 ~ -ONE OR MORE FLOOD ST I UD ES MAY BE REQUIRED. / I ~ / ~ ~ ~ i ~ ~ ~ / -ALL FEDERAL FLOOD HAZARD R G T E ULA IONS WILL BE COMPLIED WITH , \ ~ / ~ ' DURING CONSTRUCTION 1 ~ / -ALL STATE AND LO A C L GOVERNMENT APPROVALS SHALL BE SUBMITTED e~~ ~ 1 / 1 TO THE SUBDIVI SION OFFICE BEFORE FINAL PLAT APPROVAL - TOPO TAKEN FROM WA KE COUNTY TOPOGRAPHY MAPS AND SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS. - CONTOUR INTERVAL IS 5' -DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AR A ES STORM SEWER -PIPE CHART _ DISSIPATOR DESIGN G ! 9 DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE f PIPE TYPE DRAIN Q25 LENGTH SLOPE INVERT INVERT SIZE CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER SIZE AREA CFS FEET ~ IN OUT LENGTH WIDTH D50 LINING goo SUCH AREAS CAN B so ~o0 20o E DETERMINED AND HAVE BEEN FIELD VERIFIED - BOUNDARY INFORMATION TAK t~- Ac _ _ ~ ~ THICKNESS EN FROM BOOK OF MAPS 1998 PG. 305 PIPE A 30;RCP 10.1 16.9 80 0.75 198.0 197.4 9.0 5.0 6" 18" CLASS B ` - LOTS PREVIOUSLY R ~ ~:;~~n ECORDED IN BOOK OF MAPS 1998 PAGE 305 scALE ioo ' - DWQ APPROVAL FOR ROAD CROSSINGS OF R PAIRI ' PIPE 81 54 RCP 166.4 190.5 88 1.6 178.7 177.3 56.0 17.0 23" 36" CLASS 2 PIPE B2 54"RCP 166,4 190.5 88 1.6 178.7 177.3 56.0 17.0 23" 36" C HATCH AREA DENOTES ALLUVIAI E N BUFFERS. - PROVIDE 5' ADDITI ONAL DEDICATED R/W FOR SR 2049. LASS 2 AS PER WAKE COUNTY SOIL SI COTES ALLUVIAL SOIL (Cn) _ NO DIRECT ACCESS ALLOWED TO SR 2049 FROM LOTS. OUNTY SOIL SURVEY f;+ TEMPORARY MATTING SCHEDULE ~ NOTE.' STEWART-PROCTOR ~ STA. 10+15 RIGHT SIDE L-1 TO'~INV. PIPE A STA. 15+36 L-1 BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED LOTS MARKED BY THE BUILDER ENGINEERING and SURVEYING ROADWAY PLANS FOR STA. 12+18 LEFT SIDE L-1 TO !NV. PIPE A STA, 15+36 L-1 MAY NEED TO OBTAIN A FLOOD HAZARD PERMIT FROM COL THE BUILDER'S ENGINEER, ARCHITECT, OR SURVEYOR MUST MIT FROM COUNTY ZONING ADMINISTRATION. STA. 17+28 RIGHT ~mF I m ,NV pips e cTe ,~lza ~ , 1RVEYOR MUST CERTIFY ON ANY PERMIT 4628 TRYON ROAD D CV C1I? A ITI I STA. 16+15 LEFT SIDE L-1 TO INV. PIPE A STA. 15+36 L-1 THATTHEREALLSHALLFLOODBE NOHAZARDFILLIREQUIREMENTSNG OR THE ERECTIONMET. ARE OF PERMA :MET. RALEIGH, NC 27606 (ZC.A 31viiin STA. 18+36 L&R SIDE L-1 TO INV. PIPE B STA. 21+80 L-1 AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERF ION OF PERMANENT STRUCTURES IN THE TEL. 919 854-2080 FAX 919 854-1843 STA. 24+67 LEFT SIDE L-1 TO INV. PIPE B STA. 21+80 L-1 AGENCY ZONES UNTIL A FLOOD STUDY IS APPROVED BY W LS OR FEDERAL EMERGENCY MANAGEMENT 'PROVED BY WAKE COUNTY OR F.E.M.A. DATE SURVEYED BY JOB ST. MATTHEWS TOWNSHIP NORTH CAROLINA STA. 25+22 RIGHT SIDE L-1 TO INV. PIPE B STA. 21+80 L-1 c. STA. 26+38 L&R SIDE L-1 TO END OF CONST. PL 28+20 L-1 r SCALE 1100' DRAWN BY WAKE COUNTY OWNER DWG. N0.' REVISIONS ZONED: R-30 P.LN.: 1752.03-22-2376