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HomeMy WebLinkAbout20052075 Ver 1_Other Agency Comments_20070918'* a V U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action ID. SAW-2003-00880-031 County: Duplin NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED Property Owner / Agent: NC Department of Transportation: Highway Division 3 Address: Attn: Mr. H. Allen Pope, Division Engineer 124 Division Drive Wilmington, North Carolina 28401 Telephone Number: 910-251-5724 CS2o75 iD%AP I'l 05 Size and Location of Property (waterbody, road name/number, town, etc.): The proiect area (TIP No. B-3836) is Bridge No. 35 over Panther Creek on NC 111, in Duplin County, North Carolina. Description of Activity: Replacement of existing 75.4' x 24' bridge with a 2-span, 105' x 36' pile-supported bridge, per your proiect description dated 9/11/2007 (attached). Your work as proposed does not require Department of the Army authorization for the following reason(s): _ There are no jurisdictional waters or wetlands within the boundaries of the project. X The proposed project does not impact jurisdictional waters or wetlands. _ The proposed project is exempt from Department of the Army regulation. • This Department of the Army determination does not relieve the permittee of the responsibility to obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local agencies before beginning work. For any activity within the twenty coastal counties, before beginning work, you must contact the N.C. Division of Coastal Management in Wilmington, North Carolina, at 910-796-7215 to discuss any required State authorization. Any changes in the above described work must be coordinated with the Corps of Engineers prior to commencement. If you have any questions regarding the Corps of Engineers regulatory program, please contact Jennifer Frve at telephone number (910) 251-4923. Regulatory Project Manager Si Date: 09/18/2007 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the attached customer Satisfaction Survey or visit hqp://www.saw.usace.anny.mil/WETLANDS/index.html to complete the survey online. SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE. Copy furnished: Ken Averitte, DENR-DWQ, FRO, 225 Green Street, Suite 714, Fayetteville, NC 28301-5043 David Wainwright, DENR-DWQ, Transportation Permitting Unit, 2321 Crabtree Blvd., Suite 250, Raleigh, NC 27604 Mason Herndon, DOT Division Office, Highway Division 3, 124 Division Drive, Wilmington, NC 28401 Frye, Jennifer S SAW From: Mason Herndon [mherndon@dot.state. nc.us] Sent: Tuesday, September 11, 2007 3:03 PM To: Frye, Jennifer S SAW; David Wainwright Cc: Ken Averitte Subject: Duplin Bridge 35 Attachments: Duplin 35.pdf; Card for Mason Herndon Duplin 35.pdf mherndon.vcf (41 KB) (495 B) Jennifer & David, Attached is a plan sheet for a bridge replacement project, that we have had discussions about recently. The project is Bridge 35 in Duplin County on NC 111 over Panther Creek. This project was originally a TIP project (B-3836) which has been turned over to the Division has a Purchase Order Contract (POC) that will be administered by Bridge Maintenance. The existing bridge is 75.4 ft long with a 24 ft cleared roadway (cl rdwy) and the proposed structure is 2 span 105 ft long bridge with 36 ft cl rdwy. There are no wetlands within the project limits, Al #200300880 (June 6, 2003). Dave Timpy issued a Nationwide 23 permit for this project on March 14, 2006, for 12 ft. of stream impacts for the widening of the structure from 24 to 36 ft. This permit expires on March 18, 2007. Due to funding the construction LET date for this project was pushed back to January 2008 with a production LET of Nov. 2007, therefore NCDOT can not complete the project by March 18, 2008. In talking with the two of you, it does not appear that this project requires authorization because it is not in Section 10 waters, driven piles do not require authorization, and we are lengthening the bridge so there will be no fill placed in "waters of the U.S". In addition the bridge is proposed for top down construction (no temp. impacts for work bridges) and there is an off site detour proposed. The only impact, which really is not a impact is the shading of 12 ft of stream. I have never constructed a bridge without authorization but this may be a valid candidate. Please let me know if your agency concurs that this project does not require authorization (a permit) and that NCDOT may proceed accordingly or if your agency does not concur and NCDOT needs to resubmit a PCN. Furthermore, for future projects like this one, if you can, please provide guidance on how your agency would like to handle these types of bridge replacement projects (no permanent or temporary impacts to special aquatic sites, no Section 10 waters, only shading as a result of widening). Thanks Mason N M CIO) A M E.ISTIw MIDGE •35 It TA 10.35.5 •L- 3 TPAN MI06E OF TOTAL LENCTN . Is.1- 1 e 50'.1 a SS' .. RON) • T1d• NIt. CORC DEC. ON STEEL I-KISIS I. w, G, CORED SL" / ONTO K ... CMS REMOVED. GE TIMBER IllC5. NITX TIIOIM CRNCX ITO• THEN / TBN M SPI.E tN IS'TMEET GIN BENTS LOCATED IN THE CENTER OF Eat" SPILL CI MADE EL. 101..6 / )5.15'LT STA 11..1.90 EXISTING OIIES / EvATIMT + IOQar PDNFR UTILITIES FIELD I FIELD e0s EXISTING _ / /" ?,/ . 1 I E%ISTlw ILI NAIL, STa. 10.3].000 IT, -L- $TA ---- ------ -l---?------'-- .zD IP. N.a, _ LL •m 1T' / L) / sTa.IO.BSTSi i Sri. 9.11. 19 -L- I P W. EL IOa21 W EpLE 1012v ? /• 3 T,PE 750 ?E_Wg.)M SLAB F I I Nv+B- f ON IENGTN . 300' tYPE 350 OR LENGTH • 13).5' -- = -- / '- CND w TO w 291 ?_ BEGIN GPNE - - - - - -T3 r - - - - - - - - - STA. IlWOO ?.pp,pp ?aP. EL. 104.30 OP EL. 1012.0 n 11• JO'OOF ' iTrc w 111 TT' EXIST. ASPHALT C, 1 TO K I, 1P0• ? ----- ----- __ SEX - _.__ __ --?--- --_ TYPE 350 w LEnGTn . 3W Er - F - -- F\ / OR LENGTH • ISIS' TTPES35O sass Iz RIII, TOM 4 EST. •1- _ _ _ _ _ _ _ 7C.1D1:__/ FIELD .? ? • CIII PIPRM ESr.f- ?a- •oo FIELo 1 EXITING E/- PoNE.ISTINO A OVEINEAD UTILITIES ..-C a0.D.AY HYDRAULIC DATA REMOVE EXISTING 27.-W TO TAPER MIDGE DESIGN D SCN`M" . I200 CM ems" RaOF POINT v im" FREWEKY OF DESIG FLOOD • ri i0. PLAN r-o- OPAIN !E 'NE, TER aEV.TION . IMTT PM XALE .1-. 20' PEP f • 11.11 SO.- 3.T. Y'PEP 3.T ,-PEP 3.T. 2 T BASIC ]. WE .1900 nT BASIG NIGH N.TEA EL -TIM • IOSJO C TTl10.J5.50 -L- l? 1I [L.,Ol.6 {Ya-MIN I 9'BTSp OVERTOPPING FLOOD DATA NoR. MINT z C-IGE Z. OVEPTMPIK DIXwRTf . 2f00 as 5Ti",.T 14.73.000 -L- TYPICAL ROADNAY SECSION FREOUEKY OF OvERTOMINC TIM •./- T00 YR 70M POINT 3 Ili OVEPTOMIn4 FLOOD ELEVATION • IOU NoM POINT , SILL 8?92°s1ENO BERT z 33284 STS 9?N.119 END BExi 1 O.P. Fl. Tate 1MBS NO. W.EL. {0121 FISTING Ew MP110ACH SLAB GI GRADE sun.ooox-L- DUPLIN MIN SIR-. ? MIDU 5E It"S. COUNTY 110 GP.a EL. Row-.1 ST.. 1.. 1a9oaLMPROACX- SL.B O,o3t GRADE 4J4EL.103.iW30 STATION- 10+35.50 -L- 9. 100 3.J NT REPLACES BRIDGE NO.35 BO ETTELI L 21, T STEEL+21T To DEPARTIE;;F-T ANSPoRTATION 50 - - - EXISITNG , BRIDGE GENERAL 35 ONR SR NC III W 1wBO1Q,.SI e.oo 9.00 10.00 11.00 OVER PANTHER CREEK PROFILE ALONG (L SURVEY ek .A4£. .Y IaE. x.IUMN MN[Y N0. XY tlu"{n. r .LDILNONTN