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HomeMy WebLinkAbout20090487 Ver 2_More Info Received_20120518Dennison, Laurie From Coburn Chad Sent Tuesday June 12 2012 10 18 AM To Dennison Laurie Subject RE Applications Attachments f of a of b of c of d of a of Here is Wilmington River Club LLC (Jon Vincent) — Brunswick I m mailing a copy of the CAMA app From Dennison, Laurie Sent Tuesday, June 12, 2012 9 36 AM To Coburn, Chad Subject RE Applications Sure bring it on From Coburn, Chad Sent Tuesday, June 12, 2012 9 31 AM To Dennison, Laurie Subject RE Applications Can I scan them in and send them to you? I Just need a project number but we are due $160 from the CAMA Major app The CFPUA app is a courtesy copy (reauthorization of 2009 0487) version (2) 1 guess? From Dennison, Laurie Sent Tuesday June 12, 2012 9 27 AM To Coburn Chad, Mcmillan, Ian Subject RE Applications You are correct — I ve seen neither for BIMS input From Coburn, Chad Sent Tuesday, June 12 2012 9 17 AM To Dennison Laurie Mcmillan Ian Subject Applications — D �D JUN 1 2 2012 DENR �+7Ek QUALITY Wev & ands St - W &anch_ Have either of you seen pcn s for these two? I have them here but do not see them in BIMS The first one is through CAMA and the comment due date is June 13th Thanksl Wilmington River Club LLC (Jon Vincent) — Brunswick Kerr Avenue Water Main Project (CFPUA) — New Hanover Chad Coburn Senior Environmental Specialist NCDENR Div of Water Quality Surface Water Protection Phone (910) 796 7379 / Fax (910) 350 2004 bA &,tori pnntm thn mill pl LSI. wmidu dour hud,u and lh c,nwronm nt 1 *E mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties* May 17 2012 TO Ms Emily Hughes USACE Regulatory Division 69 Darlington Avenue Wilmington NC 28403 RE NWP 12 Renewal Request Kerr Avenue Water Main Project Action ID SAW 2008 03191 DWQ Project # 09 0487 Dear Emily 00 MAY 1 8 2012 DENR VYh R QUALITY Wetlands 8 c.___ On behalf of the Cape Fear Public Utility Authority I am formally requesting a renewal of the Nationwide 12 Permit that was previously issued by Ms Teresa Russell of the USACE for the Kerr Avenue Water Main project located in New Hanover County NC The permit expired on May 14 2011 No work in jurisdictional areas has yet occurred and no changes to the site plan authorized in the original NWP are proposed The NWP authorized temporary impacts to 0 049 acres of RPWs that are associated with installation of a water line These areas will be restored to pre impact grade and allowed to re vegetate Enclosed are site plans that illustrate the proposed impacts Thank you for your assistance with the permit renewal Please give me a call if you have any questions or need additional information regarding this project Sincerely Q Kim Williams Environmental Scientist Encl C Mr Chad Coburn DWQ Mr Ian McMillan DWQ Mr Frank Styers, CFPUA Mr Jeremy Blair Paramounte Engineering www Imgroup net info @Imgroup net Phone 910 452 0001 Fax 910 452 0060 3805 Wrightsville Ave Suite 15 Wilmington NC 28403 P 0 Box 2522 Wilmington NC 28402 AGENT AU I I -IORIZA I ION FORM TO WHOM 11 M AY COM ERN I /\ \,- thu undusi,ncd hueb) authorize Land M inagemuit Gioup Inc to act as out iLL,nt in the determination of juivdictional «ctland boundaries on the, subject piopert� Kerr Ave Water Main By \a ay of this foim I me additiondll} authoiizc EILCes, to the siu, by repiesent Itn cs of the US Army Coips of Engi uei s (COE) and /or the N( Dig ision of Co istal Man 3gcment (NC DCM) for the puiliose of iex im ing the flaoled ik ctland boundai y and prop ichng i fin it dui isdictionaI dctcniunation Any question, regaidmb tliejurisdictional wetland dettnnination Should be directed to Land Managunc.nt Gioup Inc. Please hro,,idc the follov\ ins, information Propertj Address and Parcel iD Number Goidon Rd Keir Ave Farley Rd Bafarian Ln Current Piopert) Ownei Name NCDOT /Public Right of Way Owner Address R Phone, Numbci Pleise cucle 'Y (,s of No for the followin- questions Me ii e the cui i ent owner , Yes o I /We are wider contract to purch i% the subject piopuly Yts c� I /We aie undei option to pulchasc tit. subjcc.t PiopeitN YL'. o (NO I I li►te icce%,, i% ill be t c%ti ic.t(.d iN ithout notice htithoi v ition bN cut i ent oNN nei ) N/A Piint O\tner , N inic N/A 0\\ nu " Si --n Ituie (it-(jLIM. l 101 C 01 i \t(.t\ Of XN01 ITO (MIM. iii )11) D tie Cape Fear Public Utility Authority Piint Appheint s Name, Af ILInt S Si�natuie D Ite b� 1C N s Ir 6 Ul ID?v r )fso 3� cc a r .z CR 1 w _ O. cv i + Oki aVFi Zw p N W 0) C J iT s • Q Q Q > P� i _ f m 00 N O Q r 00 N OZ o0 Q CR O Q O L C O p _0 > O Lo L N O 1 N � X O Qj m o O � a CL.1 O v co I..L L a) CD N fD � U C 06 Q� y� co Q N C X o C U Q0� ` �Z CU M C L C O 0 N cc 0 M aZ wm ch to O �, L a0 i C C N C p ECO E�Q=� CL `L° 3 0 C2 a YZ N _ O. cv I � � p N W 0) C J iT s • Q Q U > m 00 N O Q r 00 N OZ o0 Q CR O Q O L C O p _0 > O Lo L N O 1 N � X O Qj m o O � a CL.1 O v co I..L L a) CD N fD � U C 06 Q� y� co Q N C X o C U Q0� ` �Z CU M C L C O 0 N cc 0 M aZ wm ch to O �, L a0 i C C N C p ECO E�Q=� CL `L° 3 0 C2 a YZ LO i?+ _ N Q, O � cL LL • � • `• J •r 2 s a v J • A'- V 00 CD '• C CO C) C 0 ` - 00 0 T- CV �T CD a + • - 4 fi Lo x c LO O U- X - r o O OD Q ` N i LO cr co cu 0 r t d t, Q C Cl) c6 = C Z cr � W •i•+ a� C •`a 1 !i r,� (6 co U c co co co t� `•• __ __ - = ti'`.- ___ - ♦ . .. i � C iii Go c CL g } „k r,. x !. G CN i. r � fi t y r z- i e � O dN' ..t.. - f :2 U i J > _ E E NCO CO O C CO C Co p Qcp p O _0 C y_ .. cn 0 O 0 — C� _ "a fB C C N ', N > ` r ; CB �, C N Er— c (n { cu cc �,. O— N O X O N (n c C L N m C '� c6 L O •� O O — J+ 1 _ 1 / Z �.,�....•. ,y- -- is C cu co m 4 i• fn C � N � NC�M o a r W- C U) a f^. } N -O C co CD co n cn Of _ U) co 0 w:• Cu c cu o �z � 1 L Lo Z d `V m�\ c C N V � yy / � CW h Z W ` 1 (6 �” N O ESQ= 0 E C m 3 CL z a; . •� � C - , wr- '' 4t NKorrAvc E3warian Ln N Kerr El, d _ -ZLdat Cit..¢ .::. 82, / 1 -12" X 16" MJ REDUCER F p RLArI��Y K'A�RS ENT i 7 84 +pp RELATI VELY PERMANENT WATERS hm F TEMPORARY IMPACT AREA NOTE: VERTICAL BENDS FOR DITCH CROSSING SHALL BE INSTALLED ACCORDING TO CFPUA STANDARD DETAIL. 35 30 25 r _ \ 3 � If TEMPORARY RPW IMPACT #1 (_227 SF) 16" C905 - DR18 WATER MAIN ~ PLAN VIEW SCALE: 1" = 50' ME EX. GATE VALVPROPOSED 16" C905 PROPOSED 16 "x12PVC WATER MAIN (TYP.) MJREDUCEPROPOSE45° MJ BEND (Ty P.) 35 30 25 82 +50 83 +00 83 +50 84 +00 84 +50 PROFILE VIEW HORIZ. SCALE: 1" = 50' VERT. SCALE: 1" = 5' Date: 4121/09 FIG A �� -�^�� Scale: 1 "= 50' l�jj, MMM 1 \v' ohk: JRg TEMPORARY RPW IMPACT #1 I .- " ca 1 N i. i- u 1 ra e� . i r� c; Chk: JRB Proj. No: 08157.PE KERR AVE. WATER MAIN w Raw nnda RELATIVELY PERMANENT WATERS MRa ,da TEMPORARY IMPACT AREA RELATIVELY PERMANENT WATERS 16" C905 - DR18 WATER MAIN 1 . /0 105 +00 103 +00 k _ _-_ W 0 !� W+W Wes-- -w - - _. -- W - W -�--' W _ (100' ROW - SR_1322 ... = __..____ - TEMPORARY RPW IMPACT 42 ( ±428 SF) NOTE: VERTICAL BENDS FOR DITCH CROSSING SHALL BE PLAN VIEW INSTALLED ACCORDING TO CFPUA STANDARD DETAIL. SCALE: 1 = 50' 35 30 25 PROPOSED / 45° MJ BENDS (TYP.) T (MIN.) --1 —. 35 30 J- PROPOSED 16" C905 25 PVC WATER MAIN (TYP.) 102 +50 103 +00 103 +50 104 +00 104 +50 105 +00 PROFILE VIEW HORIZ. SCALE: 1" = 50' VERT. SCALE: 1" = 5- Date: 4/21/09 FIG. 3 P ` �� T� Scale: t" =50' 1/j — \1y 1 i' ■<.. -J� 1 \�j� Drawn: JRB TEMPORARY RPW IMPACT #2 Fes, N C4 I N E E R I N <a 1 N c Chk: JRB Proj. No: 08157.PE KERR AVE. WATER MAIN RELATIVELY PERMANENT WATERS TEMPORARY IMPACT AREA PROPOSED TEMPORARY CON RUCTION EASEMENT RELATVELY PERMANENT 114 +001ATERS _ W -W --4- 40 35 30 (TO AVOID IMPACT TO "RPW" WITH EXCAVATION STOCKPILE) RELATIVELY 116 +00 --m-AT PE MFR��17_00_ - 115 +00 - ,.. — W-4 — W W W rya , i" 9v� —i1►�% RR (100'_ R0W - __SR_13,, TEMPORARY RPW 16" C905 - DR18 WATER MAIN IMPACT 43 (158 SF) PLAN VIEW SCALE: 1" = 50' 40 35 30 114 +00 114 +50 115 +00 115 +50 116 +00 116 +50 PROFILE VIEW HORIZ. SCALE: 1" = 50' VERT. SCALE: 1" = 5' Date : 4/21/09 FIG. `t T A /� T /( T 7� '�"TE Scale: 1 "= 50' jj',"j ! /"" \� l,C�l lI \VJ11. U 1 \�11 Drawn: JRB TEMPORARY RPW IMPACT #3 F-1 nt cf r " t- [- t-z i N ca . i fv c: Chk: JRB Pro1. Na: 0e157.PE KERR AVE. WATER MAIN R''" R] PROPOSED TEMPORARY RELATIVELY PERMANENT WATERS CONSTRUCTION EASEMENT nnda ",da (TO MINIMIZE IMPACT TO "RPW" TEMPORARY IMPACT AREA WITH EXCAVATION STOCKPILE) 16" C905 - DR18 WATER MAIN 126 ±00 RELATIVELY 12 5 +00 PERMANENT 124 +00 -- -- W4225 -00 __ _— -- -- — -- _ - / /�/ // / / / / , \— RELATIVELY PERMANENT___.._ _. -- ,.. NT m....�._ -.,.� ? ` L�___ -.�- -� WATERS -3i} lNV_29.c5 TEMPORARY RPW IMPACT #4 ( ±721 SF) _ 35 130 125 PLAN VIEW SCALE: 1" = 50' 22 +50 123 +00 123 +50 124 +00 124 +50 125 +00 125 +50 PROFILE VIEW HORIZ. SCALE: 1" = 50' VERT. SCALE: 1" = 5' Date : 4/21/09 FIG. 5 - A �A MO UNTE Scale: 1 " =50' Drawn: JRB TEMPORARY RPW IMPACT #4 E N G 1 N E F., R I N (,i t N Chk: JRB Proj. No: 08157.PE KERR AVE. WATER MAIN F RPW aa ^2PW n�da J RELATIVELY PERMANENT WATERS TEMPORARY IMPACT AREA RELATIVELY PERMANENT 16" C905 - DR18 WATER MAIN WATERS 136 +00 ; 135 +00 134 +00 / ... �N - —W W W W +�W W` —32— - — . 1 —• - — 3p - PAVEMEN, EDGE 01 — - -- NOTE: VERTICAL BENDS FOR DITCH CROSSING SHALL BE INSTALLED ACCORDING TO CFPUA STANDARD DETAIL. 35 30 25 TEMPORARY RPW - IMPACT #5 ( ±730 SF) NG GR/ N, y,.::. ??. 79 PLAN VIEW SCALE: 1" = 50' PROPOSED 16" C905 PROPOSED PVC WATER MAIN (TYP.) 45° MJ BENDS (TYP.) 35 30 25 133 +50 134 +00 134 +50 135 +00 135 +50 136 +00 PROFILE VIEW HORIZ. SCALE: 1" = 50' VERT. SCALE: 1" = 5' Date: 4/21/09 FIG. 6 -DA R � M UNTE Scale: 1" =50' Drawn: JRB TEMPORARY RPW IMPACT #5 F n4 p i N E. F_ r-: i r� o; . r r� r; Chk: JRB Proj. No: 08157.PE KERR AVE. WATER MAIN