Loading...
HomeMy WebLinkAbout20010127 Ver 1_Complete File_20010110 MICHAEL F. EASELY GOVERNOR STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATIO\ Steve Trowell Division of Coastal Management Washington Regional Office 943 Washington Square Mall Washington, NC 27889 _ o41 21 January 9, 2001 (1i jai 2-7 "401 ISSUED" DAVID McCOY SECRETARY SUBJECT.- General 2300 permit for Pipe Replacement on SR 1101 (Goshen Back Road) Hyde County Dear Mr. Trowell The Department of Transportation proposes to replace an existing 36'x18" aluminum pipe with a 45' x 36" aluminum pipe located on SR 1101 (Goshen Back Road) in Hyde County at the Far Creek/canal crossing in order to construct the road shoulder to minimum width due to safety concerns. Due to the steepness of the slope, no wetlands will be impacted by this project. The NC DOT is requesting that the proposed project be authorized under the Coastal Area Management Act General 2300 permit. I have attached the MP-5, vicinity map, plan view, cross sections, elevation drawings, topo map, the check to cover permit fees, and landowner signatures. If you have any questions regarding this project please contact me at (252) 482-7977. Sincerely, Don Conner, PE Division Engineer- ivision One Kristen Shacochis Division Environmental Officer P.O. Box 850, Edenton, NC 27932 - Phone: (252) 482-7977 Fax: (252) 482-8722 CC: Mr. Michael Bell, ACOE / Mr. John Hennessy, NCDWQ Mr. Ron Sechler, NMFS Mr. David Cox, NCWRC Ms. Sarah Winslow, NCDMF Mr. Sterling Baker, NC DOT P.O. Box 850, Edenton, NC 27932 - Phone: (252) 482-7977 Fax: (252) 482-8722 Form DCM-MP-5 BRIDGES AND CULVERTS Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. 1. BRIDGES a. Public Private i. Height of proposed bridge above wetlands j. Will the proposed bridge affect existing water flow? Yes No If yes, explain k. Navigation clearance underneath proposed bridge b. Type of bridge (construction material) c. Water body to be crossed by bridge 1. Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? Yes No If yes. explain d. Water depth at the proposed crossing at MLW or NWL e. Will proposed bridge replace an existing bridge? Yes No If yes, (1) Length of existing bridge (2) Width of existing bridge (3) Navigation clearance underneath existing bridge (4) Will all, or a part of, the existing bridge be removed? (Explain) f. Will proposed bridge replace an existing culvert(s)? Yes No If yes, (1) Length of existing culvert (2) Width of existing culvert (3) Height of the top of the existing culvert above the MHW or NWL (4) Will all, or a part of, the existing culvert be removed? (Explain) g. Length of proposed bridge h. Width of proposed bridge Revised 03/95 m. Will the proposed bridge cross wetlands containing no navigable waters? Yes No If yes. explain n. Have you contacted the U.S. Coast Guard concerning their approval? Yes No If yes, please provide record of their action. 2. CULVERTS a. Water body in which culvert is to be placed Far Creek/Canal b. Number of culverts proposed 1 c. Type of culvert (construction material, style) Aluminum d. Will proposed culvert replace an existing bridge? Yes x No If yes, (1) Length of existing bridge (2) Width of existing bridge Form DCiV1-MP-5 (3) Navigation clearance underneath existing (2) Width of area to be excavated bridge (3) Amount of material to be excavated in cubic (4) Will all, or a part of, die existing bridge be yards removed? (Explain) c. Will th e placement of the proposed bridge or culvert e. Will proposed culvert replace an existing culvert? require any highground excavation? X Yes No x Yes No If Yes, . If Yes, (1) Length of existing culvert 36 feet (1) Length of area to be excavated 35 feet (2) Width of existing culvert 18 inches (2) Width of area to be excavated 10 feet (3) Height of the top of the existing culvert above (3) Amount of material to be excavated in cubic die hiHW or NWL -0.6 feet vards 25 cubic vards (4) Will all, or a part of, the existing culvert be removed? (Explain) All d. If the placement of the bridge or culvert involves any excavation, please complete the following: (1) Location of the spoil disposal area NC DOT approved site using BMP's f. Length of proposed culvert 45 feet (2) Dimensions of spoil disposal area g. Width of proposed culvert 36 inches (3) Do you claim title to the disposal area? h. Height of the top of the proposed culvert above the Yes No MHW or NWL -0.2 feet If no, attach a letter granting permission from the owner. i. Will the proposed culvert affect existing water flow? (4) Will the disposal area be available for future Yes x No maintenance? Yes No If yes, explain (5) Does the disposal area include any coastal wetlands (marsh), SAVs, or other wetlands? Yes No j. Will the proposed culvert affect existing navigation If yes, give dimensions if different from (2) potential? Yes X No above. If yes, explain (6) Does the disposal area include any area below the MHW or NWL? Yes No If yes, give dimension if different from No. 2 3. EXCAVATION AND FILL above. e. Will the placement of the proposed bridge or culvert a. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material require any excavation below the MHW or NWL? described in Item d. above) to be placed below x Yes No MHW or NWL? x Yes No If yes, If yes, (1) Length of area to be excavated 35 feet (1) Length of area to be filled 25 feet (2) Width of area to be excavated 10 feet (2) Width of area to be filled 19 feet (3) Depth of area to be excavated 3.2 feet (3) Purpose of fill to construct shoulders to (4) Amount of material to be excavated in cubic minimum NNidth due to safety concerns yards 45 cubic vards b. Will the placement of the proposed bridge or culvert f. Will the placement of the proposed bridge or culvert require any excavation within: result in any fill (other than excavated material n Coastal Wetlands n SAVs n Other Wetlands described in Item d. above) to be placed within: If yes, n Coastal Wetlands _ SAVs - Other Wetlands (1) Length of area to be excavated If yes, (1) Length of area to be filled Revised 03195 Form DCM-MP-5 (2) Width of area to be filled (3) Purpose of fill It. g. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d. above) to be placed on highground? x Yes No If yes, (1) Length of area to be filled 25 feet (2) Width of area to be filled 19 feet (3) Purpose of fill to construct shoulders to minimum width due to safety concerns 4. GENERAL a. Will die proposed project involve any mitigation? Yes x No If yes, explain in detail b. Will the proposed project require the relocation of any existing utility lines? Yes x No If yes, explain in detail c. Will the proposed project require the construction of any temporary detour structures? Yes x No If yes, explain in detail d. Will the proposed project require any work channels? Yes X No If yes, complete Form DCM-NIP-2 e. How will excavated or fill material be kept on site and erosion controlled? Using NC DOT's Best Management Practices f. What type of construction equipment will be used (for example, dragline, backhoe or hydraulic dredge)? excavator g. Will wetlands be crossed in transporting equipment to project site? Yes x No If yes, explain steps that will be taken to lessen environmental impacts. Will the placement of the proposed bridge or culvert require any shoreline stabilization? Yes X No If yes. explain in detail Kristen Shacochis, Environmental Off(cer Division One aqe- apP/ _ or Signatur December 5, 2000 Date Revised 03195 I ? of i I cn Z -C G ? I ,? Q01 ? I Z *1 K i v a $ - \y n rl I I -I I ?p )? I hl ? o ' I I I / .I I \ 13 I _ n? \ O _bl • I ?j?I '•? c o ? fi W 4.? ? I z ' Q' \ 0 `•? G 3 ? ??, f I i o ?i ?I Q O T _' '2 r CIO 2 Q T ,. o s $ '? ? z c:: = ? uI o > s 2 i r C,4 ? Q .10 F X 1 ¢ lt! ?ly 3 a C .U f 1 d ? ? - - w 19 1 %j cp ?• o h r4 Q £ ? Q Z Z ? H H t rr a• E 4 3 r a o J F H t ( 1 ro ?? J a r cn ? ? d 2 d ? N ^ r{ 3 ? f H ? 4 3N a V) O aC ? • I O I? s I Ir ? I ?{/ _, ? H p0 J ? ? s J ? G? ? T V 1 z1 i J „ W cr, z -;kuo I @ Cie Z N e! U 1 I I ? r? o w .n lu Y ri I ? I 1 I` cl i wM , O:3 d? Q. _ i of 0 j _ C 111 O Z C s l o 0o Z - ? ul o C E J 2 U 75 ? M 4N O ? ? O o? tL1 9 I O I g ? IQ f? i .. YY75`59 G W75`5925 1 _ iT' f LLJ • / f LLJ ?i ?ql - fU U w • ; , ! • • . ? $ Are 00 ? ? • ? ? - Ch W7610,5' X j. s r ? i W76`o 7s r • N N N Z Z 2 Z i 41,;• ' c9 U7 - )( y O Z X NNo ?n yam- 040 ovdi u. N' iLn.Da' w d1L o- ~ `. Ch co c? - cli G N '? N Cl) _ C- ° O C LLJ = nl O Q .! w U) D Q ez?.w C) m 0 IL IL o n- N a? CL LLI U) a> o LLJ o z t z Z) 0 .7 O H "l Lei J Y 7 sa: :?zC a) N d w ro > a a ? - a 2 E oa)00E U 'y L >. U y C « Q U) O O ..N. 6j--,21 3YU E n a) CC co .> ?L0 a a) rJ N U N0 -0 r CJ c o- cn ` a) -0 EEcj: ."U_' d C U U O a? a) CC 03a) aV >' U C E E Y o ® 0 0 r-4 as C) 7 N r- -,4 U o Z U o v a -4 X C) o 4 v E pp W O 4 C. 0 C rs L z 0 a y a?,0 11 rJ ? ro m 7 6 N y C ? ? y } N O 00 -d N Ln In Cl) r` O 0 0 0 0 M QN o` 0 A Q) V N 0 O 4 V. `m a 0 a) U Z 0 N U N v i N ? Of O - ) o o JO` o E. is U N E 0 0 cn Q) > I i 0 10 O ' L.L U) a` n a a d U d CL? Q _a O r ?? ?p r D - E n _ ? o N co ? N u 0 a ? n 7 0 ? ) W ? y d X 0 a) Q) N ? () a`) a a > - E? 2 j"E o 0 o o E U 'y « > a) _N' C « O Q to y ? 0 . a>?L? a (0 a) C a) U N j [a r d m« O a vl Q) ? E : E mr- N O O O O ._a)coN` N = O « L aV > rJ ) « E E 11 o U=(L` w< `o o v p C I rJ t N n y ULJ? z ?= y U y ? y U ¢ 5 ?? rt• 1 O 0 11 S L>l Z a) 0 N cr 0 O V Q O V L2 D V L o v y a k A m U y O Q d E Z dr' n Q 0 a: U y E Q M a) C) OD Co L0 a 70 a _ •cn r /6 u:•: :.c A f V^ a? cc ?G ? !•6 E i W U J N C? 0 Q. 0 IL 0 0 w 0 W U) o w z 0 0 N M h ? r (V 0 o U 0kn Z 00 h U g ap .4zQom.,w i a - N o LLL N KS O U Q' Y N Q ON J tL D C. W W CO J Cl) 0 n. LU w V) 0 w z n • X 0 N c v N c co vi a? cc ai - m c N ` :r N O T - ? N C O cz J a :L Z a? c 0 _CD N ? a) N a a a > - o - m E ooE U'y « T O Q y ° ,r N CJ Ch 2:, 6yi U E r>oR?a co S o a) C yo =a)a)m G E E ° d N 0 U U 0 U C O N Z a?¢?32a) av >°.c « E « U E c 0 = o O o a w 0 'J. L 0 00 -4 C) I- CJ 1 N > >> 3 U .? L ? G Z Li LI -4 C .? L r a c o x > o r u E 7 ? .: r E a -+ o w G C) L ? G. W N_ c L N U } v 1 ? .0. a N N S 0 E ? d d r as N U a/ ,? N U U ¢ 5 y ? ? Q v r ON ?N N S. M O O O O O v' M Q? • O A u i F 0 a v E z' a N N O O O 0 n c d Q U N E 0 0 cm (n O7 T i co c? E O U- a (D al N UO > a a > - E?2=iJ, O a) O C U.6 -C T Q y 0 O O VYE U CO N ca O a) .-?a?On. a) E:. E ca n c m y c0 U U O O C m m Q ? 3 L oC GV >`« c E E 2uU _ u © a ?C, o n N 'D L ° r -1? Z a ., N ^ Q C •_u m C. U v 0 1 0 N_ t N U i } U L ? O l n G E 6 ? N N N L d ? ? T ?_ d N U ? ? y V U ¢ ? N cn ? ? c7 v O O Ln M O O O O O -11 Cl) CN Q\ O n U A ID z E `O Q N E Z U N N O 0 vl 0 n c c U N E 0 0 rn m Q) T 7 T C7 o U- CO IL