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HomeMy WebLinkAbout19960358 Ver 1_COMPLETE FILE_19960507 DIVISION OF ENVIRONMENTAL MANAGEMENT MEMORANDUM Date: May 1, 1996 To: John Dorney Environmental Sciences Branch From: James H. Gregson A,'*W Wilmington Regional Office Through: Dave Adkins Wilmington is Subject: Regional Office Review and Recommendations Application for Permit for Excavation and/or Fill Central Office Permit #960358 Town of Morehead City / Mitchell Village Sewer Extension Carteret County PROJECT DESCRIPTION: The applicant proposes to extend water and sewer services to the Mitchell Village Subdivision. The project has been reviewed to determine impacts to water quality. The following comments have been provided. Please note that the sewer extension permit issued to the Town of Morehead City for the Mitchell Village Subdivision only allowed for the connection of 225 homes, 1 restaurant and 1 bank, for a total of 88,450 gallons/day of permitted flow. JHG:960358.may cc: Wilmington Regional Office Files John Parker Central Files State of North Carolina Department of Environment, Health and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Roger N. Schecter, Director J ? 1•• ID FE F1 April 8, 1996 I[ ) MEMORANDUM: ?1 n J APR 09 1996 r- TO: Mr. A. Preston Howard P.E. Director Division of Environmental Management D I V I S I ?? iv O F COASTAL MANAGEMENT FROM: John R. Parker, Jr. Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: Town of Morehead City (Water & Sewer) Project Location: Mitchell Village S/D, adj. Pelliter Ck., in the Town of Morehead City, Carteret Coin Proposed Project: to expand water and sewer services to the Mitchell Village area, which has recently been annexed into the Town Please indicate below your agency's position or viewpoint on the proposed project and return this form by April 29, 1996. If you have any questions regarding the proposed project, please contact Charles Pigott at (919) 726- 7021. When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. SIGNED DATE c.e'- Sam Dbrz,.?ey W i R?;' W.O. Box 769, 3441 Arendell St., Morehead City, North Carolina 28557 Courier #11-12-09 Telephone 919-726-7021 FAX 919-247-3330 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. . 0. DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Town of Morehead City 2. LOCATION OF PROJECT SITE: Mitchell Village, Pelliter Creek, Morehead City, Carteret County Photo Index - 1989: 154-30 19-N 1984: 33-1198 20-1 State Plane Coordinates - X: 2665200 Y: 364200 3. INVESTIGATION TYPE: CAMA ONLY 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - March 27, 1996 Was Applicant Present - yes 5. PROCESSING PROCEDURE: Application Received - March 04, 1996, revised April 02, 1996 Office - Morehead City 6. SITE DESCRIPTION: (A) Local Land Use Plan - Town of Morehead City Land Classification From LUP - Developed/Conservation (B) AEC(s) Involved: ES (C) Water Dependent: No (D) Intended Use: Public (E) Wastewater Treatment: Existing - Septic tanks Planned - connect to the Town of Morehead City sewer system (F) Type of Structures: Existing - single family residences Planned - install water and sewer lines plus lift stations and man-holes (G) Estimated Annual Rate of Erosion: 0'\year Source - personal observation 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER (A) Vegetated Wetlands (B) Non-Vegetated Wetlands (C) Other 16 Acres Highground (disturbed) (D) Total Area Disturbed: 16 acres (E) Primary Nursery Area: No (F) Water Classification: 'SB' Open: NO 8. PROJECT SUMMARY: The Town of Morehead City plans to expand water and sewer services to the Mitchell Village area, which has recently been annexed into the Town. FIELD INVESTIGATION REPORT: TOWN OF MOREHEAD CITY, CARTERET COUNTY PAGE #2 9. NARRATIVE DESCRIPTION: The Town of Morehead City is proposing to extend ± 18,000 linear feet of water and sewer lines to service the Mitchell Village area which has recently been annexed into the Town. Approximately 550 homes would be connected to the new sewer and water system which are presently being served by individual wells and septic tanks. A portion of the new lines (± 1100') will be within the Estuarine Shoreline Area of Environmental Concern which exists along a tributary of Pelliter Creek. This tributary crosses Mansfield Parkway (via 3, 36" concrete pipes) and then travels westerly paralleling Bogue Avenue until it dissipates. The creek is approx. 15' wide at its widest location and is bordered by coastal wetlands and wooded wetlands. In some of the areas, the street pavement is very close to the edge of either wetlands or surfaces waters. The sewer lines and lift stations will be on the side of the street closest to the Creek, while the water line will be on the opposite side. The lines would cross several ditches and rock riprap would be placed around the sewer lines in those areas. Silt fence and or excelsior matting is being proposed to stabilize all disturbed areas at the project site. Waters at the project site have been classified as 'SB' and are closed to the harvesting of shellfish. 10. ANTICIPATED IMPACTS: This project would involve the placement of ± It 000' of 10" sewer and 6" water lines within existing street right of ways. The project will not cause any direct impact to any coastal wetlands or areas below the mean high water line of Pelliter Creek. The project will involve the disturbance of ± 16 acres of land area during the installation process. Extreme caution and proper sedimentation and erosion control techniques will need to be utilized throughout the project to prevent impacts from occurring to estuarine resources. Approximately 0.5 acres of land disturbance would occur within the 75' Estuarine Shoreline AEC. PREPARED BY: Charles Pigott DATE: April 8, 1996 Fonn.DrM-MP-1 APPLICATION (To be completed by all applicants) b. City, town, community or landmark Town of Morehead City 1. APPLICANT c. Street address or secondary road number a. Landowner: Varies - See Map - Name Town of Morehead City d. Is proposed work within city limits or planning . .. jurisdiction? x Yes No Address P. O. Drawer M e. Name of body of water nearest project (e.g. river, City Morehead City State NC creek, sound, bay) Peletier Creek/Bogue Sound Zip 28557 Day Phone 919-726-6848 Fax 919-726-2267 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT b. Authorized Agent: Name R.. Randy Martin, City Manager a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/or filling activities. Address P. O. Drawer M. Construction of water and sewer facilities to serve Mitchell Village area recently City Morehead City State NC annex into Morehead City Zip 28557 Day Phone 919-726-6848 b. Is the proposed activity maintenance of an existing project, new work, or both? New work Fax 919-726-2267 c. Will the project be for public, private or commercial use? public c. Project name (if any) 1996 Mitchell Village - Phase 1, Sanitary Sewer and Water d. Give a brief description of purpose, use, methods of Improvements construction and daily operations of proposed NOTE: Permit will be issued in name of kvdawner(s), and/or project. If more space is needed, please attach additional pages. project name. Installation o water and sewer lines into Mitchell Village area recently annexed into the Town of Morehead City. -.2. LOCATION OF PROPOSED PROJECT a. County Carteret MAR 0 4 1996 Revised 03/95 Form DCM-MP-1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract will disturb approximately 16 acres b. Size of individual lot(s) N/A c. Approximate elevation of tract above MHW or NWL varies 5' to 25' above MHW d. Soil type?sLa?y texture(s) of tract e. Vegetation on tract varies f. Man-made features now on tract streets and landscaping g. What is the CAMA Land Use Plan land classification of the site? (con:uft the local land use plan.) Conservation Transitional Developed x Community Rural Other h. How is the tract zoned by local government? Residential and commercial i. Is the proposed project consistent with the applicable zoning? x Yes . No (Ar:ach zoning compliance certificate, if applicable) j. Has a professional archaeological assessment been done for the tract? Yes x No If yes, by whom? N/A k. Is the project located in a National Registered Historic District or does it involve a National Register listed or eligible property? Yes x No 1. Are there wetlands on the site? x Yes No Coastal (marsh) Other If yes, has a delineationbeen bonducted? N9 (Atrach documentation, if available) $ Will cross wetlands and return all wetlands to pre-existing contourrs''i i m. Describe existing wastewater treatment facilities. None - Project will install n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial effluent, `wash down" and residential discharges.) Sanitary sewage will be routed to Morehead City Municipal WWIP which isc ges to a ico . o. Describe existing drinking water supply source. Town of Morehead City deep wells 5. ADDITIONAL INFORMATION In addition to the completed application form, the following items must be submitted: • A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. If the applicant is not claiming to be the owner of said property, then forward a copy of the deed or other instrument under which the owner claims title, plus written permission from the owner to carry out the project. • An accurate, dated work plat ('including plan view and cross-sectional drawings) drawn to scale in black ink on an 8 1R" by 11" white paper. (Refer to Coastal Resources Commission Rule 7J.0203 for a detailed description.) Please note that original drawings are preferred and only high quality copies will be accepted. Blue-line prints or other larger plats are acceptable only if an y adequate number of quality copies are provided by applicant. (Contact the U.S. Army Corps of Engineers regarding that agency's use of larger drawings.) A site of location map is a part of plat requirements and it must be sufficiently detailed to guide agency personnel unfamiliar with the area to the Form DCM-MP-1 site. Include highway or secondary road (SR) numbers, landmarks, and the like. • A Stormwater Certification, if one is necessary. • A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Upon signing this form, the applicant further certifies that such notice has been provided. Name Pauline Bell Address 404 Mansfield Parkway, Morehead Phone 919-726-8923 Name John T Hardesty Address 201 Georgia Ave, Morehead City_ Phone 919-726-9344 6. CERTIFICATION AND PERMISSION TO ENTER ON LAND I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to conditions and restrictions contained in the permit. I certify that to the best of my knowledge, the proposed activity complies with the State of North Carolina's approved Coastal Management Program and will be conducted in a manner consistent with such program. I certify that I am authorized to grant, and do in fact, City grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. Name Aaron Everett - DOT Address 601 S. Glenburnie - New Bern, NC Phone 919-514-4716 • A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. • A check for $250 made payable to the Department of Environment, Health, and Natural Resources (DEHNR) to cover the costs of processing the application. • A signed AEC hazard notice for projects in oceanfront and inlet areas. • A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A - 1 to 10) If the project involves the expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. Revised 03/95 I further certify that the information provided in this application is truthful to the best of my knowledge. This is theG2V-day of ?, 19A. Print Name R. Randy tin Signature r ar Avd wrized gent Please indicate attachments pertaining to your proposed project. DCM MP-2 Excavation and Fill Information DCM MP-3 Upland Development DCM MP-4 Structures Information DCM MP-5 Bridges and Culverts DCM MP-6 Marina Development NOTE. Please sign and date each attachment in the space provided at the bottom of each form. 777 CONTRACTOR SHALL REMOVE • PAULINE C , SELL J Peletle OHN T. HARDESTY EXIST. 8' PLUG AND TIE-IN PROP. 8- PVC W/L TO EXIST. B' PVC W/L \ ? Creak ? /' fr 14111 , • ' , N /Y Cant. • C ?zv-[X117. oI --: ,1;, ---EW- -__? ,: ? =?___ ________ ?? -_ 11j X11 E%ISTINQ B•PVC WATER E 1 -- h II 1 I STA. 6. 85 1 3 ti II 1 PROP DROP M N 9 -" . - NCSR 1196 MANSFIELD PARKWAY ICI I I RIM • 5.62 , PROP 6" PVC -SDR 21 200 P I 1 II I I p I PROP•2•VENT INV. (N) • 1.77 V I -EM-ED - LU - LMALM FM I I 1 I ELEV.. 9.30 N . (S.W) • -1. 87 1O- SS s.x 6.04 / zsl 6.92 a63 8.49 Ilia II 111 SS 5.68 a FM 7.oa 5 962 158 S I II III a.1e _ 5.?o f T _•- ?j1 11 ?? I O _ _ 1 ? 1I N I EXISTING S* Cl WATER LINE ----EW ----- I 1 --__-?"_-i *---??? - EW l ? STOP 6 . 02 PROP. MH NO. 10 : RIM 6 60 J \ / fv??' ?_ --- 6J:?-' r•• •. . STA 6 . 57 , . N . 100 INV. = 2.10 PROP. MH NO 12 iP PROP. MH NO 2 R/W PROPOSED 2• VENT . RIM .7.55 ELEV.. 8.50 a? 1 INV. (N,S) • -2.35 .: q,,,N.. y p INV. (E) . -2.20 / 11 ,a G G (n JA O PROPOSED 2• VENT SCAF_ 1 - S Z ;+u`(C12 ELEV. 8.50 11 _ S . Z 1 V £ RTlCA L p Cn ElO USE EXCE N LSIOR v \ MATTING ON ALL DISTURBED SIDE SLOPES ALONG PEL£TIER CREEK NOTE: CLEAR AND GRUB ALL AREAS WITHIN R/W THAT ARE WITHIN 7.5' OF PROPOSED WATER LINE OR IO' OF PROPOSED SEWER LINE UNLESS OTHERWISE INDICATED OR DIRECTED BY ENGINEER. o Q! CF 8_PV! PVPV-? ?5DR 21- n -- h N tO PROPOSED 83 LF 8' SAN. SEWER AT 0.40% EXIST. PROP. 3• W/L A _W/PVC LMIN. IS' SEPARATION 5 too lKvrU5E0 6- PVC - SOR 21 - 200 PSI FORC MAIN ?1,r I oaSTINQ 13EA.34r RCP, sE - III 11 USE PROPOSED 172 LF 10- PVC , SDR 35 SAN. SEWER AT 0 28% S LF 30 LF . ' PVC- a• PVC- OR 35 SAN. SEWER MR 35 p SAN. SEWER 2 'J 1j 1?Y' O Z SE 8• DIP- CL 51 SAN. • d n 7 y'y 1 O = SEWER88 IN FY STA. 8.25 THRU O ¢ 0 ^ - -- { 2 _ cy a STA. 8.55 h MAR 0 4 1936 I.o W o ?W • ¦3 hW /D a N In goo o z` • to mQ. U~ia > z a F-¢ a. 22 onoweatt.w-anQ4o o 1_ cc U) a 6 tO0 7t0O 9tOO-. Apr'-02-96 08:56A t a g1 16- 1 ,q wW 'gr Z ?qr 44 ?r .A? S5 sAi' } 4 O O yY W tu 2 Qt E. h y} Q4 ? Q Q °Q 6 N ry _ l G r J _ r ? J N qr h C: 1 f l h H? ° v A l n 4 d o a. M }y e~y ?f ? X14 ^ti h P.03 I A a xa 1~ ,n p4 ti4 tti b4 r _? 4 t ti j. #1 ?1 ti 4; Q Q O Q 14 ? 4ry ° . 4D Q0. rev ti ??} J yaQc 3 44 r4 4 /? h R p Q ?l q W.r w 4 4 C k 1. 4Q WQZ Wz 4 ?OV V ? Apr--01-96 04=11P P.02 W J ,,,, tt -?.. 1L/ J in all W? ?M u .1C14 13 PROPOSE 6- PVC + SQR 21 - 200 151 WATERURE h I+I ? l V PEpF85 % i' aRO35, OI Q ( l i" GA?E VALVE 8 Box * I CA. d' I;Arg WWWW D R0A 61 I _j 1 1\\\11Yf1f11 I m +c- PRDP c. - SPN xI 6+/YC - RYER ?tNf 200 PSi W t PROPOSE a 10- SANITARY SEMI STA. 31 r TS PR P NN N0. IM + 13.84 IS 30 . 23 INV. = 6.00 PROP. Mo.. 21 RIM 1 .yD INV. IN.E1 • 1.40 1NV,;5! LOO l? - If. ff 55 14w S5 ? I OffT A L SOR 21 m vo PSI WATER U 7,--pV-C?--3DR, PROPOS ED PROPOSED "PW L 20 Lf R-DIP I WATER OQ PSI wATI!A L CENT EKED ONLACP I PROP066O I?SF? 10- SANITARY SEWER 'SIL-T ?F Gmc? AVr-02-96 08=56A P.02 J 7 M, It + r J • b' y1,,. - JVTf 4 • - I 200 PSt WATER LINE PROP, MH NO. 22 RIM = 13.89 y STA. 30 • 23 INV. 6.00 = PROP- MN NO. 21 RIM . 15.96 INV. (N•E) : 5.40 INV. (51 . 7-00 ra..re. Wi f sdKgp Tk bW# . c0w9 1 WV.. s7w ry 77f 1 I - - ?bN .1197 i v , ua- . ?Ao O.. 93 $ S 14. a9 55 x5 I I 13.91 i I K-04 55 ia. 1749 s . I I I I EXIST. - -- I i 36- PCP I 1 r RM • I-sor x 72? I -- d o W 0 ?, INV-. 5.: s A,PKaft PROP05ED ° S" PVC - 5DR 21- c1l t??arb Sr?c3 200 P5t WATER L y Tf.4vt %Oo P T ;ED S t-. ic'nlfr PROPOSED X 6" C1i055, UI Q PROPOSED 20 LF 8" DIP - - GATE VALVE 8 BQX 8" PVC - SDR 21 - CL 51 WATER LINE ' GATE VALVE 8 80x ? (? 200 P51 WATER LI CENTERED ON RCP 1 t ,a• r? l v'riH w4. Ca•°- V PROPOSED " SANITARY SEWER 10 ;£D _ 5DR 21 ;1 WATER LINE Wr?a I'?Q`jYVA?. I "?-AFC} McDAm ASSOCIATES, INC. Engineers • Planners • Land Surveyors 109 East Walnut Street INC. P. O. Box 1776 Goldsboro, NC 27533 Phone: (919) 736-7630 Fax: (919) 735-7351 PROJECT NO.: PROJECT NAME: IYl _){-_ ?(i y CIS / IVI I-TZALL Vf CLP60-- PHASE NAME: SHEET NO. OF SCALE: DATE: 3 PREPARED BY: Ir1? ?9U?LFy 71"??Zl? -Z i l`am' .. _ . , 8 SSk1? ?J +?sz? t? At- C: a al yT v ? ,ol_y ? a V= o 2 U _ Z