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HomeMy WebLinkAbout20071687 Ver 2_Other Documents_20071221M STATE OF NORTH CAROLINA DEPARTMENT OF TRANspomuoN MICHAEL F. EASLEY r L P GOVEMOR T plaw-PI, RE December 17, 2007 a 2007 Mr. Brian Wrenn SUBJECT: WQC No. 3704 request for T.I.P. No. B-4063, Chatham County. REFERENCE: NW 23/33 permit application, dated October 1, 2007 Dear Mr. Wrenn: An October 1, 2007 permit application was made by the NCDOT for Section 404 Nationwide permits 23 & 33. Since all general conditions are being adhered to, no written concurrence from the DWQ was requested. However, the USACE issued a GP 31, necessitating written concurrence for a Section 401 WQC No. 3704. Please process NCDOT's permit application for this project for a WQC No. 3704 from the DWQ (debit $240.00 for a Minor Water Quality Certification from WBS Element #33427.1.1). All actions proposed in the October application are still valid with the exception of Site I in the permit application. Site I was modified after the permit application was sent to the USACE. The 72-inch pipe located at Site 1 was skewed to the southwest to facilitate better stream flow. The stream impacts at station —L- 18+65 to 19+30 LT changed from 52-fect of temporary stream impacts to 66-feet of permanent stream impacts. I have enclosed 5 copies of the updated permit plans and impact summary sheet. This project has a let date of April 15, 2008, with a review date of February 27, 2007. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919-715.1500 PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX: 919-715-1501 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 WEBSITE: WKW.NCDQTORG LOCATION: 2728 CAPITAL BLVD., SUITE 240 RALEIGH NC 27604 Thanks for your assistance with this. Please contact Sara Easterly at 715 -5499 if any more information is needed. f.7, IL4A - Gregory J. Thorpe, Ph.D Environmental Management Director, PDEA Cc: w /attachment Mr. Travis Wilson, NCWRC Mr. Gary Jordan, USFW S Ms. Polly Lespinasse, NCDWQ Cc: w/o attachment Dr. David Chang, P.E., Hydraulics Mr. Mark Staley, Roadside Environmental Mr. Greg Perfetti, P.E., Structure Design Mr. Victor Barbour, F.E., Project Services Unit Mr. Art King, Division 8 Environmental Officer Mr. Jay Bennett, P.E., Roadway Design, Mr. Majed Alghandour, P.E., Programming and TIP Mr. Art McMillan, P.E., Highway Design Mr. Scott McLendon, USACE Mr. Wade Kirby, PDEA Project Planning Engineer 2 %2 SEE \\k ) z §{ \ \e \� pfkk — `k $ o { / � / { { { ± ° ■ &�£ @k ' - 3 }\ wC:mm co « © \ \.2cLE » q 22 )) a ® ©-EL /E o Ji } j \ / / \ \ & o ci ¥ a ! ` (� /� \\ \ C) k 6u « $ ]_# ¥ �« `a \�� I . ) � \ §\ -k w ■§ ƒf }; LL a) (L � -a « C e (D » 333 ok a / }) )& §ae 2� @s U) 0 \\ §§ §/i ±$k ' t§ ++ /\} §\ °} ?vv yE _mw U) ??? \\ \ § [ /} LITI \ ! e N Z 0 N e PROXT W RENCE NO. $NffT No, sPECIA Cur pIrCR p rail 8 pSip p iAIL 'E' �� '° furHER r,JON�sMULKEY 8-4063 4 Hot to $cdbl CHANNEL IMPRG401 120 LSJ CNi D11CH RIP RAP At KANRMEN- / HOW-090 -VA-n Not to Scoel Hot to Scrap (Not to Scde) I re ev,mxv d(( Fg4N1 EaRltlxq EMs In 1 " niiii "nu91Ht 3NEErNO. Not r SJ y1q DITCH SC4PE vows OUM Hdhxd 1' w +wnuu inns ow ROADWAY OESIGN I(r4PJJ1UC$ framtl d 'I D tl 6rom4 �4qi 4TCN 6RIDE q L ENGINEER ENGINEER NIn,Dr I,j Ff, poll Diming FItHr d: if f Max. , Fotlrk ti / OIICP SLOPE Type of Liner: COSS'Al -R ap 1 Q rDe D f lner 0155 IRIp•Roo RI FF CAVATFTO NAT, `IIGGI QI NNE SPA 10 9A pP pAp MILT19 FA&RIC NNE S1A ro S1A NNE SJA 10 SrA RIP AlP FILTER FABRIC ONS pzl BSSE oN$ IP PAP Al HA NE PRELIMINARY PLANS �- IJ +1S - IS +DD Li, 10 191 { 11 +00.22 +SD p, III + ti 111 k 12 +44.12 +15 V. 14.4 14 A ° lu Dag E U .N DO NOT USE P CONSTRUCTION I' S[s' k 13 +W . 2J +14 Li. 11.0 13 X4;1 12 +ED .11 +W IT 11,0 25 a P r * /PsPick l v C PITCH Leo u f 1 I I rFS N 313 +44 PROP.SPELAL CUi GNCH oe 9 10 21 +10 p, 1 u +44 + rJ 1',�' " 71 f SEEDEruL'F' u�.G. CHATHAM COUNTY NC y EFE DRCH oErAll'A' RX VAR ro lfl BRIDGE 20 ON NC 1902 \ < SEE PROf�F SEE PRpPI E � �oRv PaoP,sPEClucur CH N OVER SANDY BRANCH w �> . \� 'I. HAUL ROAD I`,; E'' LEE DETAIL 14, �; ,t " "` i` 11108 /01 R SEE ONCN OEiAI'0' S ROFILE H ' FF���VVTT��ryry ,j,17' up' n ( N J Na YJl'�F'���lAll N ,1H 1 c WO B+ �P.9[0411 ' �s f A f 2iYPRCFIV40NG EASDNG RRDGE E CCOC 2 r N 2s JE r A R 22tW 2J +04 h�Cj H , t '� ,n • I I i F I' "o" ,,,• ,�,,; . ,. �: R �r '� D�. 'J' RIP RAP w d4.� J I. k. N�y ONS S e w , _ ANNELIMPRO �..;: , Ef,`y k Ff `, 11 $r C 't 2 ^ C H , � :'• / i 21 , � , ' W Z �1POP DNu_. I , RBOX I ` ' q2 2! o vo .' i. .,. .,, T � ....,...,,. ,�:" ;! ✓"' ,• F s., + �py, ,,, PROP.uIBASEGIICN , �NWW15 d a� J9 BEAVER JR. '''R` °! 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RIP PAP flLifR FA9R1C ON$ 4• 13 +15 -1$ +W LT. 40 141 Duk 'B' NNE IMPROVEMENT IN E,FJ Not to Scan Easltlnq i1sltlrq 610A Cround r�yV ti u BNSE DETAIL 'D' DEiAII ' CUT IT H [Not to Scoej RIP RRP AT ENBAKMENT INot to Sadsl N t� 4�4 brand Notird 1' rand OIfN 6FIaF �,� J' BaCN SCWE Type of liner : Class IRID•Rop 111 FF LINE i A, TO VA, LINE SEATO ifA RIP RAP ON$ FILTER FABRIC d- 214.21 +SO ll. �- 21 +6D • 22 +15 1.1. 16.0 14 d- 13 +00.23 +I0 U. 11.0 12 4• 12 +80.11 +00 RT ED ZS i tolUTHIN 1, JONES .4 R Eti: LkIA I NAT.GROU RIP PAR AT EMBA KM M SEE ORAL E' + f. t tNU,np[11u CpNOuoANII rp Ip1711 p1 V 1LL. N.F 11111 nl nnlvu 0 N PROJECT REFEPfNCE NO, SHEEP NO. 8 -4063 4 V NEE NO. ROADWAY DESIGN NRTIRADIICS ENGINEER ENGINEER perms rawin9 Shs�i of PRELIMIN RY PLANS io NOT V6B P CONSTRUCTION \ v CUTtDIT(1I P �' �•Sig13 +10 A A- SA 13 +00 TO 14 +00 [1, F i ER 11' n PROF. SPECk cur DITCH 11 1 ', TO 13 +10 u' CHATHAM COUNTY + + $EE OETAII, ' DE�AlL'G' � NC ^, t SEE DITCH DERAL'A' x EtuvA1E l0 SEE PROFILE BRIDGE 20 ON NC 902 SEE PRCIFLE r OVER SANDY BRANCH ! PROP, SPECIAL CUT DITCH SEE OETAIL'11 x HAUL ROAD /08101 4 (� SEE DITCH OEfAI'D', SE, PROFILE ; mAp �pp� I Pr i CLASS 1, ll "� \ EE M2 TONS `N Er b, + PROPREAONG EUSTING BUDGE s OI CwS'B p PROP SPECIAL CUT DITCH N , . • 1 Y ' Ff o1 SY ; n ` 11 +00 MOO �r �� R SEEPRONLE + JEFFREYADCOCN'• wlr;, ,, t[ ✓. U} 77777 77777T­777­7'� \ ` B(` III, r ,' 4r �.. �z J '43 93' E a °.,..�. 4,u��'�•� C EF S F 'B2' 1 RSIP Y C\�'BO,DNS T. B iONS F,F,`Y T SY CR M P s 4�I 1 ESE,. C. ` „M�m [E�"r• / Z 4 PRR I • R }}VVpp��gqqq x X �.. w- '..r, • r r�UIGRA � --� R 4,•~... HEaowAU I U1TEt { .DK4 r.d� (N ti L wa +xk T. b y 11•: 4 NWSdIS1 6pi•1�Si t', DP. Ui. BASE OI1L I PR TO 24 +25 11. JB BEAVER, JR f SSE r SEE DTCN MAIL IF PROP, PECK CUf DITCH ti ~'r - d+u 4 •. 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IN SURFACE wA7ER$ T LATERAL BASF DITCH DETAIL ,G EMBANKMENT EKCAVATION INot to Scdu Not tolScd izsmeq [ a to Scdal L[sltlnp FIJI Gan ran and W o _ SOP 1,61 'r � Nuoud 6aaurd ;r ° Slwpa �r� b� Wt. 3 Fi °1 d Ft _4lQ__. BY 'i; -BL- STA.5t` 8 F LT BW '2, -L- STk2?I`Nb41501T Min. D : l.E Ft, ROM SPIKE SET IN RMOA9 SPIKE SET W 89 3 1 Ft �ntNr PNtxr Fool Mln, a • 1.5 Ft, E BASE OF CPR POLE 'AG54AC OF 18 HICKGRY a : $ Ft, Fpa m vol V �vrlaa Type of Llner : pass B RU•Rop Type of Liner Closs'°'RID•RaD i .... 42317 5'•10' O SO' �4 13�00i07J+13 D.M. UP RAP fIL1ER4FABRIC LINE i1A lO VA, RIP RAP flliER FABRIC LINE S1A TO S1A OO E 3 ONS 2 ONE 1 m �. Y a- 13 +10 - 24 +0 IT, 41 111 150.0 1 __46.Q•.- "DESIGN EKCEPTIGN FOR SAG VERTICAL CURVE K VA UE DRAINAGE SDRUCiuRC DND pA I PI �tDE40