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Home My WebLink About20071687 Ver 1_Other Agency Comments_20071005<~ ~ ~~~~ " ~ U.S. ARMY CORPS OF ENGINEERS C ti~~~ t~ ~ WILMINGTON DISTRICT Action lD: SAW 2007-03418 TIP No: B-4063 State Project No: 8.1522301 County: Chatham GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Applicant: North Carolina Department of Transportation Address: Gregory J. Thorpe, Ph.D. Environmental Management Director Project Development and Environmental Analysis 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Telephone Number: (910) 733-3141 Size and Location of project (waterway, road name/number, town, etc.): Bridge No. 20 on NC 902 over Sandy Branch in Chatham County, North Carolina. Description of Activity: To remove the existing 70-foot two-span bridge and replace with a 90-foot single-span bridge on new alignment to the east of the existing structure. A temporary causeway will be constructed to aid in the removal of the center bent on the existing structure. A new 72-inch RCP culvert will be placed at the unnamed tributary resulting in 48 linear feet of stream impacts. Two rip-rap outfall structures will be constructed at stream bank for slope ditch bank protection resulting in 12 linear feet of stream impact. Traffic will be maintained on existing bridge until the new bridge is constructed. Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344) Section 10 (River and Harbor Act of 1899) _ _ Authorization: Nationwide Permit Number 31 Regional General Permit Number Your work is authorized by this Regional General (RGP) or Nationwide (NWP) Permit provided it is accomplished in strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404 (if Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality certification from the N.C. Division of Environmental Management, telephone (919) 7331786 Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the condtions of the RGP or NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or appropriate legal action. This Department of the Army RGP or NWP verification does not relieve the permittee of theresponsibility 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. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, reissued or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain validuntil the expiration date identified below, provided it complies with all modifications. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case by-case basis to modify, suspend or revoke the authorization. Action ID: SAW 2007-03418 TIP No: B-4063 State Project No: 8.1522301 County: Chatham GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION If there are any questions regarding this authorization or any of the conditions of the RGP or NWP, please contact the Corps Regulatory Official specified below. Date 26 November 2007 Expiration Date of Verification 31 ust 20 8 Corps Regulatory Official Richard K. encer Telephone No. (910) 251-4172 The Wilmington District is committed to providing the highestlevel of support to the public. To help us ensure we continue to do so, please complete the attached customer Satisfaction Survey or visit http://re~ulatorv.usacesurvey.com/ to complete the survey online. CF: Sara Easterly, NCDOT, PDEA Art King, NCDOT Div 8 Brian Wrenn, NCDWQ 2 1. Action ID: SAW 2007-03418 TIP No: B-4063 State Project No: 8.1522301 County: Chatham GENERAL PERMIT SPECIAL CONDITIONS 1. Bridge demolition and removal will be accomplished in accordance with "Best Management Practices For Construction and Maintenance Activities, Section 4.6" dated August 2003 and a copy will be provided to the contractor prior to the pre-construction conference. 2. No bridge demolition debris will be intentionally allowed to enter the waterway or wetlands. Tarps will be hung below the structure to control and detain all demolition debris before it can enter the waterway. 3. Sediment and erosion control measures shall be in place prior to any demolition or land clearing activities. 4. Staging areas or the stockpiling of construction material shall not be located in any wetlands. 5. All temporary fill is to be placed on filter fabric and removed from the waterway in its entirety upon completion of the construction. 6. All construction spoil material shall be disposed of on an upland area and shall not be placed in any waterway or wetland. 3 1. Bridge No. 0 l1 i ~` ~ r~ (NOT TO SULE( ~~~~~~~~ 1°~.L~~~ ~(N®T T® SCALE) k ~° ~ o VS ~ ® ~ -~~ 42'1 ~ ~`V~®~ DIVISION OF HIGHWAYS CHATHAM COUNTY PROJECT: 33427.1.1 (B-4063) BRIDGE N0.20 OVER SANDY BRANCH AND APPROACHES ON NC 902 SHEET ~ OF ~' S % 30 ®2007 D101?''~I SgRO!_h~lu _i~ ___ - - - \ ~' e'rn,i}o Chndl I3ram:h :":~ - ~` - _ .-. .. `- `_ ,; - ~ _ - i Cn, _ 1 - `_~- ii 1 'r~i~ j .~. _.~. - I/. ~ ! ,~ ~ is ... ~ ~.,~- 111 ~' ~ ~\ `- (~/ ~4 ~`. _ - - - - \ .~ ~. ~,, ; _ ( woe...' i : -:: ' _ ~. ,~i1L:>'6':_.___- ._ ~' 32^x._ o ~ .:~/ •i:- i ~ ~ ~•~ .. J _l~ ~' .:ti: ~' ;. ` ;~. -Bar Cresii~.. ~ _~"" _: '. `\ % j • ~-~ j° f. ' ~ 1. ,•f` .`c~ •, .. r/~ ---~~. - 1 - - ~_. '1/ t '-~ - .~` .,`\~ .. :~~'.,°_ ~' -~ .~.. ~ B-4063 ~ ~-...~_- . ~ /? __ Bess Creek`:+~4. ~ ~'- ...-_- ~ - - .1 _ ~ ~ \--.. 1. -Jo{~~,.,~~-~, ' ;.-" - `' c~.,`~ ` ~-~-,,i ~ ~ , c ~ ,-,,,, '- Sure V JL O' ® Y DIVISION OE HIGHWAYS CHATHAM COUNTY ®~ ~ ~ ~ ~ PROJECT: 33427.1.1 (B-403) BRIDGE N0.20 OVER SCALE: 1" :2000' SANDY BRANCH AND APPROACHES ON NC 902 SHEET 3 ®F ~ 05 O 10 0 2007 WETLAND PERMIT IMPACT SUMMARY ET N1 AC S RFA~E VATEfi PACT Site .yo. Station f,From/To) Structure Size/Type Permanent £ill In L'~Jetlands fac) Temp. Fill (n 1~letlands (act Excavation in V'Jetlands ac Mechanized Clearing inVJetlands (ac) and Clearing in V'Jetlands (ac Permanent SVJ impacts (a c'. Temp. Sb`J impacts 'ac) Existing Channel (mpacts Permanent (ft Existing Channel Impacts Temp- (ft) Natural Stream Design (fl) I 1 ; •L-18~651o f9+30 LT 72"Cross i e 0.05 66 1 ~ •L- 19+25 l0 19+(i7 RT 72"Cross a O.OI >0.01 48 14 I 2 I -L- 22+gi +J- RT 1 90' Steel Girder6rid a >0.01 g 2 i -L- 22+85 +J- LT 1 90' Steel Girder Bride 0.01 34 2 j -L- 22+97 +/- tT 1 '9D' Steel Girder Bride >O.OI 6 I ~ ~ I ~ I ~ I I i i ~ i TOTALS: 0.02 0.01 126 48 Vi: DSf'.,VL~idEVr O'"PRSV8PORTitiICN DI'.•'.S:ON GF HI.^,H'J~AYS CHP:rEArd CCVNTY 5FS5 - J~ ~2T.1.1 13-906:i;• avt:a.~.t aatxe SI!cCa 11l8l2CG7 z 0 c lu m ru m m N a~ -t 1 0 0 0 -I 0 0 Z m z c H t, Ul m -~ 0 lD N m fU (11 N J~ m Rl N .A ~, NOV-26-2007 11:33 From: DOT OFF OF NRT ENUI. 919 715 5501 To:9102514025 P.3~4 DET41t 'D' L +1 l ~ RIP RI I,: • v i N,•, ~ NTUral Na hrnl j :i cfy.,o i Y• 7 f, ~n~ •., -•.1 l.~• to . /Q una :ul•L pln, L+ , L; e,, J,roe or Linm UNC ST0. TO STA. 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'p• DETAIL 'E' 11i RIP RAP AT ENBAM(NENT d61 1 Not to ScaNN Neturd ii° a ~ ~ ara cNAOE 3' FRalrt 3' ma SLOPE Type ofi Liner =Class IRiD~lap w/ FF TA. DNE STA. TO STA R1P NAP FR.TH[ FABRIC > ~ +sO LL k ZZ+60 2Z+7S LT ° 16 0 ( rt 1 M - . . -It 23+00 - 23+70 U. 12.0 A ~.- 22+BD - 23+00 RT. ZI.O 25 ~~ ~~ •~ HAI~JI ROAD ! ` `, a/ss o~rLS, RAP I ~- ~ i uu i L ~~ :z"E.E ~~i i?~ Pv ~? { rev=-5 O LUTHER T. : 4 ~Ii! ': t •l ~~ :'.-%~ . ~~ ~E PROJECT RIFHIHJCE NO. SHEET NO. MULKEY 8-4063 4 MV SHEET NO. ROADWAY DESIGN HYDRAWCS @IGMffR HJCdNEER xx 1` ~ }} ' } ~ zr PRELI)vIIN RY PLANS . N oo eror vsa coNSravrnoa Naga; ~ ~ -: -- ~ F ~ to C c ~ ~ ~j~ 'JEF E AOCOCK S~ , E/T~ EIP? .. \ ~ QASS T' RIP RAP `~~1;,~ O = :".d G ~ '-::.~ f,= 'S 1f v. ? aP Ar -L- POT ~;, a =:SN -L- PT 2212076 O ~~ f t = } io z3+o~o i~r° END APPR O -ORNEI- POT 1Ot40.43 = RE ~`''` ~p -ORNE2- POT 1Ot001J0 .S ''` ~'1 ~ SEE DETAIL 'e -L- POT 2014478 = ~P t i~ O NN N -ORNEI- POT 1Ot8931 ' ~ f i, „i1 :f -L- POT ~ s' N JB BEAVER END BRIDG -L- POT 22125 t/- 1 ms`s '' BEGIN APPROACH SLAB ~ ~~ ~? i ~ ti 3 -L- POT 22140 t/- ~ > i ° r. !I BEGIN BRIDGE f t 5 _ _J.i~._.~ DETAIL 'F' DETAIL 'G' +?,_iT' ~ I !. ~~~i LATERAL BASE DITCH ~U '~jf~j / NOt t0 Soo1R1 I Not to SedU Front ' ~ ~ ~ .-i-t ~1 $b -- Na d Natural yops :.-~ _:..-:-.._I_ _. _ ~_..:. f/Ft. Grauno floWM Mtn. 0 = LS Ff. a 2+70.64 /50' LT ~ _ Mln. a = Ls Fr. a D Nln. D = Ls Ft. SP/KE SET IN BASE B = 2 Ft. B Fmk Futu Faorlc MIn. G = IS Ft. ,D~, = 0 = 5 Fi. Type of Liner = Ooss 8 Rlp-Rap Type of Liner =Class 'B' Rlp-Ra0 '332' ;ONE STA. TO STA. DDJ:. @ RAP FlLTER FABRIC LWE S7A TO SFA RIP RAP FlITER FABRI 3 2 ..... _~ ~ . ! i_ ~..! _ ._.. ___-_ ~- 23+00 - 24+25 RT SS 70 190 1- 23+10 - 24+00 LT_ 42 117 ~ CHATHAM COUNTY, NC r BRIDGE 20 ON NC 902 OVER SANDY BRANCH -- E- 5 /30 /07 `-'~ ENGILI~IE~ wo -~ PROFlLE ALONG DOSTING BRIDGE ~ ~ N rl+oo 23+oO O ?;• F- Z `' ~430 Z~ I-~ - ~! ~~-- YRE~(; _ ~~ ... X420 U -- - ~~ .::,~ 1T~ ~ ~~' --410 .2s Rr. ~DEUR P 'TEMPORARY CAUSEWAY' ER T. JONES CLAEESS l l R~lP~ RAP EE SURF~~ AS NEEDEDATE ~E ..,f 'H SLAB CAUSEWAY WANTlI'lES VOLUME OF CLA55 ll RIP RAP 3O'I'/- BELOW ORDINARY HIGN WATER= 39 YD' ® DENOTES TEMPORARY FILL W SURFACE WATERS DENOTES FILL PAVEMENT' REAIDVAC M SURFACE WATERS 2007 --;~~' ~ o ~ ' - ° ° "'`1 -;-; : ~ -BRIDGE HYDRAULIC DATA =-! ` ' ' ' ' ~ ~ ' ~ ~ . ~ ' ~ ut- --- '. i ' ' - DESIGN DISCHARGE _ 1400 CFS Ed7fJl'C DESIGN FREQUENCY = 50 YRS 3~2'.R~P-~'-° ` ' -`"~ ~ ~ ' ~"` ` ~1t +T DESrGN FIW ELEVATrON = 924D fT ~ n1 RiI / CH BASE D 5 ARGE 1700 CFS `~: : z ~ >~' ~ : ~- R N BASE f EWE CY _r - - rC0 YRS ~..I _ Vii. W~~ -i•:: + . . , :~ : W-'-' 7itr W _ ~ MY E AT/ N BASE LEV 0 = 4 FT 249 N OV RTOPPI G /SCHAR E O GE = 4700 CFS IN RT PP FR OVE 0 G N EWE CY - + - - Y 1 R5 500( '~~ - - - RT PPIN OV 0 G ATI N E ELEV 0 930 FT D _ _ fi _ ~ '= ` ~ _ F D E EY _ ~ / ! 5 2/ 0 ° -' - g _ -- ~-i- - - -j, - -- - - -- - - w . Arr N S EiEV 0 ~ _ F AT AT 0 URV D E S EY !7 4r5 2 ~_ 20+00 21+00 22+00 23+00 24+00 25+00