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HomeMy WebLinkAbout19970207 Ver 1_Complete File_19970320State of North Carolina Department of Environment, A'kT'19;WA Health and Natural Resources / • • Division of Water Quality James Hunt, Governor p E H N� Jonathan B. Howes, s, Secretary A. Preston Howard, Jr., P.E., Director March 20, 1997 Buncombe County WQC 401 Project #970207 APPROVAL of 401 Water Quality Certification Metropolitan Sewage District of Buncombe Co. P.O. Box 8969 Asheville, NC 28814 Dear Sirs: You have our approval, in accordance with the attached conditions, to place fill material in 0.60 acres of wetlands or waters for the purpose of constructing a sewer line along Gashes Creek and US 74, as you described in your application dated 25 February 1997. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3101. This Certification allows you to use Nationwide Permit Number 12 or General Permit 049 when it is issued by the Corps of Engineers. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non - Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorsey at 919- 733 -1786. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DWQ Regional Office Mr. John Dorney Central Files Michael Calhoun; Vaughn & Melton Sincerely, P1, ton How , Jr. P.E 970207.1tr Division of Water Quality • Environmental Sciences Branch Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919 -733 -1786 FAX # 733 -9959 An Equal Opportunity Aff irmative Action Employer • 50% recycled /10% post consumer paper v A - 4 IT] vang6n & Melton Consulting Engineers 1419 Patton Avenue Asheville, North Carolina 28806 Tel. (704) 253 -2796 FAX. (704) 253 -4864 email:vandmavill@circle.net February 25, 1997 Mr. John Dorney Division of Environmental Management NC Department of Environment, Health, and Natural Resources PO Box 29535 Raleigh, North Carolina 27626 -0535 Subject: U.S. 74 Sanitary Sewer Interceptor Buncombe County, North Carolina, Metropolitan Sewerage District of Buncombe County. Dear Mr. Dorney: 4011 I &SUZ; Please find enclosed seven copies of the joint form for C.O.E. and 401 certification for the referenced project. The drawings have been copied from plan sets to 8 '/2 " x 1 l " sheets and are numbered to reference the attached list of crossings and the quadrangle map copies. This project will be included in an NCDOT roadway contract for widening U.S. 74 in Buncombe County (R- 2306A). A finding of No Significant Impact was issued for the roadway corridor, which is the same corridor as this sanitary sewer project. If you have any questions please give me a call at 253 -2796. Sincerely, VAUGHN & MELTON CONSULTING ENGINEERS rri Michael A. Calhoun, P.E. c a MAC /ms AA 1993139301 -0 1 Womcy.cor Middlesboro, KY • Greeneville, TN • Asheville, NC DEM M: ' ACTION m- Nationwide Permit Requested (Provide Nationwide Permit ft General Permit No. 198100049 JOINT FORM FOR "l.~ Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for Section 401 certification WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH, P.O. Box 1890 AND NATURAL RESOURCES Wilmington, NC 28402 -1890 P.O. Box 29535 ATTN: CESAW -CO-E Raleigh, NC 27626 -0535 Telephone (919) 251 -4511 ATI'N: MR. JOHN DORNEY Telephone (919) 733 -5083 ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DMSION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. I. Owners Name: Metmml i tAn cpwaranA ni ctri rt of w inrrni� rry in+v 2. Owners Address: Pnct Winn Rnv A%9 - Achavi 110 Nnrth rarni i na 2Rg1 R 3. Owners Phone Number (Home): _N /A (Work): (704) 254 -%46 4. If Applicable: Agent's name or responsible corporate official, address, phone number: N/A 5. Location of work (MUST ATTACH MAP). County: Buncombe Nearest Town or City: —Asheville Specific Location (Include road numbers, landmarks, etc.): See attached copi es of U. S. -G. S Quadrangl e maps 6. Name of Closest Stream/River. Gashes Creek 7. River Basin: Swannanoa River 8. Is this project located in a watershed classified -as Trout, SA, HQW, ORW, WS I, or WS 11? YES [ Xj NO [ ] 9. Have any Section 404 permits been previously 'requested for* use on this property? YES [ ] NO [X] If yes, explain. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 0.6 acres 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: Filled:_ N/A Drained: N/A Flooded: N/A Excavated: 0.6 ac. (Temporary trench for line work) Total Impacted: 0.6 k. 12. Description of proposed work (Attach PLANS -8 1/2" X 11" drawings only): Subaqueous Creek Crossing for gravity sewer lines 13. Purpose of proposed work: Replacement of badly deteriorated existing sewer lines 14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures taken to minimize wetland impacts. See bel ow 15. You are required to contact the U.S. Fish and Wildlife Service ( USFWS) and/or National Marined.sFissheeries Service (NMFS) regarding the presence or any Federally listed orproposed for listing endangered orthreatenedS p[ J o NOti'eal habitat in the permit area that may be affected by the proposed project. Have you dono so? RESPONSES FROM THE USFWS AND /OR NMFS SHOULD BE FORWARDED TO CORPS. 16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic properties in the permit area which may be affected by the proposed project? Have you done so? YES [ ] NO [ ] RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. 17. Additional information required by DEM: A. Wetland delineation map showing all wetlands, streams, and lakes on the property. B. If available, representative photograph of wetlands to be impacted by project. C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line. D. If a stormwater management plan is required for this project, attach copy. E. What is land use of surrounding property? CanTnrrial RPtidenti'al F. If applicable, what is proposed method of sewage disposal? No new sewage flows are _generated by thi s pro N Owner's Signature Date 14. This project consists of replacement of approximately 10,000 l.f. of existing sewer interceptor. Existing site restrictions necessitate the river crossings. This project will be incorporated into an NCDOT roadway projec within the same corridor. Only the creek crossings that occur outside of the normal NCDOT road work are shown in this permit application. � >i - x, - Ili- -•- .Hemphill, 40 Knob LEGEND 'Cem; O - STREAM /TRIBUTARY CROSSING ashes ek o � • •, ,. -EDGE OF STREAM ENCROACHMENT OW�nby • "'Little Cedar Mouni �r�' Cove II Q• it •a • ,/� z• - -� -'. /ice Y 1 m 12 � r 31171 � . • L. � _' �-�J• ' MS'&P ,4. Trailer •� ,�2 /Ao.• 2" �• ii Park .o• o�. • c; : `0 8 9 14 13 PROPOSED SANITARY 10 12 1z 12 w I 0 SEWER IN ' I TERCEPTOR PROJECT NO. 39301 -01 A G Reynolds •�% z; l \ f�l h Schoo ( l ►4 r � I III \\ Rd so HiYI Ch ' � f O - \ . 3074 U •� ' N KEY PLAN \ � EX TE o _ J TAKEN FROM QUAD MAP: /VS/ iv )TEEN, N.C. \ . , 35082 -E4 -TF -024 ' 1962 • r\ ' PHOTOREVISED 1990 \ 3 Vaughn&Helton DMA 4555 III SW— SERIES V842 ; Consulting Engineers NOT TO SCALE 1419 Patton Avenue Q� Asheville, NC 28806 US74 SANITARY SEWER INTERCEPTOR STREAM CROSSINGS PROJECT NO. 39301 -01 18 "DIP n{ 115 +80 - 116 +70 GASHES CREEK r77� 119 +20 - 120 +40 18 "DIP UNNAMED TRIBUTARY TO GASHES CREEK 153 +15 - 154 +25 12 "DIP GASHES CREEK 161 +45- 164 +54 12 "DIP GASHES CREEK 164 +58 - 165 +30 12 "DIP GASHES CREEK 6 U -39 166 +75 - 167 +15 12 "DIP GASHES CREEK 7 U -39 168 +40 - 169 +10 12 "DIP GASHES CREEK 8 U -39 5 +15 -5 +60 "D" 8 "DIP UNNAMED TRIBUTARY TO GASHES CREEK 9 U -41 176 +70 - 177 +10 12 "DIP GASHES CREEK 10 U -43 181+15-181+75 12 "DIP GASHES CREEK 11 U -45 192 +25 - 192 +85 12 "DIP GASHES CREEK 12 U -45 193 +95 - 194 +30 12 "DIP GASHES CREEK 13 U -45 198 +50 - 199 +10 12 "DIP GASHES CREEK 14 U -47 200+70-201+30 12 "DIP GASHES CREEK 0 LJ + M:co Xo T_ K" or 100, .END GUARDR4 600' UNIFORM T Ln + 37.5' IF T A PP7R T___TJ* .,.,--BURY IN CUT SLOF IBAN _2GI F4CE RIER REMOVE CB 0 12C)'-151 RCF -.POSTS--& -RUSTIO_GUARDRAIL �T WAD — vJ NATIONAL PARK SERVICE DEPT. 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EX. 8" 350) SAN. SEY '2160 * ,2 pIP JCL, SS ---- ... 26 15.02 L,F. 2162 O O co I� Q � N .2140 STREAM CROS ING No. 9 LUMP SU BID 40 LF CLASS 350 DIP ENCASED IN CONC. _ j .yam • :; • i I �- 1- r L C`'J W -.j y _2 Ln 4 5" ON CD T-r r. F', Z O / �- X w' c"i !/ C 02 - CL ZE I. J�� •��.Q LA1 a /qi7 �i I p nl W i _ c%� I o rr CL _ C`J D & I Lf) z _.f I a CT-) 30 ' 1 ! 1 U. �. J �,, 17 • W C\,J z CL I L 1' w'- o� r\j1 C= tom_ i cr- LC r� n VI t.:.l \J W t0 A Go r W Wm I RIP RAP PROTECTION 12" D1 (CLASS 350) 24.7 L.F. 02-12% Lol I iLO .- r. 00 00 V- T- o Q STREAM CROS ING No. 10 LUMP S M BID 60 LF' CLAS 350 DIP ENCASED I CONC. 169.95 2169.75 1 T !2.1 181+00 1 184+00 1 181+OC w CONST—EASEM mom -- _,mom mum GLASS I RIPRAP •� �• ; ' SLOPE PROTECTION N R / i• - LASS I RIPRAP SLOP SLOPE PROTECTI .........r . _ . ice:\ j EASEMEN �WIW Opp M.0 mm Wm am- L_ -EASEMENT EASEMENT 0 O J. L. SALES DB 766 PG 119 tt0 0 _u C\i + � 7�' TYPICAL... 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ANENT \SS 149J -L - V GE EASEMENT ss -- _V ss E In .19`, _ ----------- - - - -0_ EXIST. SEWER E `- � - - - - - - tt� �E _!►BAI�OOPEDI --------------------------- .0 - 2212.51 E��- =L P 2205.86 • - - �i F— S08' -12' RCP � PROP _R_ / ce _ ±95.. --- REV - -'` - -- O 7 Go 0 r N 2220 LASS I RIP RAP LOPE PROTEC71O EX. 8" SAN. SEWER --o I 12» IP (CLASS 3 3 0) • = :, :: : •:.:.. 31 .85 L.F. O 1 " 2200 N 2203.92 . O 2203.72 .�. _O .� ao 0) 0) o� Q Q cn STR o. 13 CROSSING UMP SUM BI 60. r6LF CLASS 3 0 DIP 2� 80 ASED IN CO C. j C N ti / ry16 PT 11+00.00 L.B.= `Y` .RE,� POC 11+ 00 STRUCTION s .,BEGIN `CO C F- PT 11 +38.07 / °+� / + _ Ylb Rc,V / CL "A' STONE �\ PEGGY ANN SALES ` EDWAI DB 1340 PG 278... - �\ :r` nL Y �E` �t�`r. `�\ PC 12 +25.72 P _ "�. �' �.;. ,260 ,r, • -�- REY •�•�•1.�• c) �...., . CL S` A q O P Ot, ,lo °p LWF ER T OR J CL I RIP RAP :ter `� r �•,; EST 335 TONS -BO ERS AYi5o TO 100 E,1A6 CL9M 6' BA S'�° HA S.. US REV.. _ -- PDE `� - n42 75 Yl6- RE F .. _-- - - - - -� - PROP. %W ^ j °- 6? 2• Rev oCK c�� �' O Q +;5 -L�;W CAT -1 p c I? - REMOVt • +50 - REV O _ . _. p O r,1 O ET:; ;�j C.� _ ... —5 REMOVE c � W F— U' Cis Q LiJ (n' 4 _ , MELT CAI c�• 37'5 s 40' -5'x5' R::BC , P R /ui 20 -12 CSF CLASS I RIP SLOPE PROT STREAM ROS5ING No." 1 Et SUM BID 60 LF LASS 350 DIP ENC ED IN CONC. ION 0 N H CLAss x 12" P .a9 2208. EXI 317.85 F. 0 1.50% V 220869 W J + M O O N Q N Q L STREAM ROS5ING No." 1 Et SUM BID 60 LF LASS 350 DIP ENC ED IN CONC. ION 0 N H CLAss x 12" P .a9 2208. EXI