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HomeMy WebLinkAbout19910325 All Versions_Complete File_19911210t DEPARTMENT OF THE ARMY PERMIT RECEl1fED Harnett County JUN 3 1992 Post Office Box 759 Permittee Lillington, North Carolina 28075 REGULATORY BRAhGIf Permit No. Action ID. 199101511 Issuing Office CESAW-CO-E NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below. Project Description : To place fill material in wetlands of West Buies and Buies Creek, associated with installation of an eleven mile regional interceptor system a wastewater treatment plant. Project Location: Lillington, Harnett County, North Carolina Permit Conditions: General Conditions: 1. The time limit for completing the work authorized ends on _ December 31. 1995 . If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and condi- tions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordina- tion required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. ENG FORM 1721, Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 326 (Appendix A)) 1 ' M e. Damage claims associated with any future modification, suspension, or revocation of this permit. 4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 5. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (See 4 above). c. Significant new information surfaces which this office did not consider in reaching the original public interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. Extensions. General condition 1 establishes a time limit for the completion of the activity authorized by this permit. Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time limit. Your signature below, as,permi , indl tes that you accept and agree to comply with the terms and conditions of this permit. HARNETT COt?NTR May 28, 1992 ("RMITTEE) Dal aslH. P pe, County Manager (DATE) This permit becomes effe ive when the Federal official, designated to act for the Secretary of the Army, has signed below. AA (DISTRICT ENGINEER) (DATE) ALTER S. TULLOCH, COLONEL When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below. (TRANSFEREE) (DATE) *U.S. GOVERNMENT PAINTING OFFICE: 1946 - 717.445 4. If you sell the property associated with this permit, you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it con- tains such conditions. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. Special Conditions: See enclosed sheet. Further Information: 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to: ( ) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403). 034 Section 404 of the Clean Water Act (33 U.S.C. 1344). ( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413). 2. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, state, or local authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal project. 3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or construction deficiencies associated with the permitted work. 2 . O SPECIAL CONDITIONS a. The permittee will provide a mitigation plan to the U.S. Fish and Wildlife Service (USFWS), the North Carolina Wildlife Resources Commission and the Corps of Engineers for review and approval prior to initiation of project construction. The plan will include a delineation of reforestation sites, a list of tree species to be planted, stem densities, criteria of success (e.g., acceptable survival rates), and provisions for replanting if initial plantings fail. b. Areas to be used for mitigation will include the 20-foot wide portion of the construction corridor available for restoration, recently disturbed bottomland hardwoods in and adjacent to Buies and West Buies Creek watersheds and, as a last resort, recently disturbed bottomland hardwoods in other watersheds that drain into the Cape Fear River. c. Mitigation areas will be protected from enroachment, filling, logging, development, and other impacts for at least 50 years. d. Reforestation of bottomland hardwoods will be provided on at least a 2:1 acreage basis. e. Acceptable tree species for reforestation may include any hard mast producer adapted to the hydrology of the site. The planting scheme should include a mixture of at least four of the following trees: water oak, willow oak, swamp chestnut oak, overcup oak, cherrybark oak, bitternut hickory, water hickory, shagbark hickory, black gum, as well as any others that may occur in the vicinity. f. Offsite mitigation will be undertaken before or concurrently with project construction. g. Onsite, right-of-way reforestation will be completed within a year of project completion. h. All fill material will be clean and free of any pollutants except in trace quantities. Metal products, organic materials, or unsightly debris will not be used. i. The activity will be conducted in such a manner as to prevent a significant increase in turbidity outside the area of construction or construction-related discharge. Increases such that the turbidity in the waterbody is 50 NTU's or less are not considered significant. j. Highway crossings of the interceptor line must be reviewed and approved by an encroachment agreement through the local District office of the- North Carolina Department of Transportation, Division of Highways. . Ir•.1 sli En"T / oi-- S TIC L1V ITY MAP c:m ` •? ".. •- 1811 SEWER !) ???) ..r • " ?S , '? ?? ?.. ? I 1 I i II \ 1 J •I •f • I• ' t $'• \. \ • mss' a as-?? r .,a ?)l• 1.• • M214 `• ` + •. CAMP ?? tom' •''« •. (1 ?- , po 18" SEWER ends Roa dside 21 • ' ' i ?I f .G Park . ?5., 21 • SEWER begins 'Al rig ??'}.•: ? ''` ,l`,•' 1119,) •• ••? ? } J . • `/ ' • •?j. il/ ,. 6,900 ft. 21 SEWER SEWER begins Owego oisoosal ?__ ...? ?-Z L •`> ' • ° " -? - - .-.,?:. ??,? ?? -:?, ? ;•? "' 2,200 ft. 5" SEWER l , {. 150 SEWER ends { i? ? ' • ,l ? I ? - ks' • Ali ?'.' '? ? v ??1 ..•••• . ?. 21' SE • WER ends • '' ?' , 270 SEWER begins • ( `? , ' ?'+'°' +:{ l r `? `\ ???'??} ' ?? 4,700 ft. 63v_ 27n SEWER ... ,.' 0 D R ION .. I /( ..: - , Z,. ds W:' Pf ; .` O / 1> r L ?. SEWER ea Countv, CAPE FEAR REGIONAL WASTEWATER INTERCEPTOR SYSTEM Scale 1 " = 2000• • Sheet 1 of 4 Source : u.S.G.S. Quadrangle Maps SEf?T 2 of= S CAPE FEAR REGIONAL WASTEWATER IN'T'ERCEPTOR SYSTEM Scale 1' = 2000' Sheet 2 of 4 S?-?' 3 of s Source : U.S.G.S. Quadrangle Maps q Aso: '.1 ?. • ?/ ? ' / ?? -?. 1512 • • ? e ?I 1 ? YlC 1S3S.1 N ?l. u ?••••. 1 •' ( G Ca j` l 1 'I Cb j ,• n•?/J ? rrrr , , 711 • I r i • • ::? 1., % ,. / ., \' 1519 ) j -.?" \'.: '?• 1 •? ' \' C Jai ? • ...0`' '•? 1? ? I ?, 1 I `1 .(: , 1. F1514? ? o iI fl 't ? ? ? ? I ' i ? i •.,, , ` ??, ? fr. ? ?. ? , i .15171 l 1 111 1 I tat 15,350 ft. ""' `•?'' ; A , ?, • ?; 18 SEINER /ZW h' ?( 221 .? :?t \ 1 . I ? ? "? wVi? III .. , ` J •I) ' 'tea. •+sa. '•3 r+- ? .? .,•v`1: ?. i ? • ,I ?''I ? '•\ar-r, i ?[ •I !?ll 1 as . I y' '•. •?• 1 ... ?' C?DIP Qr1'1 I : •C ?.. '9 M 191 ? +S 1 18' SEWER ends (519 a ?!+ 1? o I .. /r n ?! > ?;! • ' I ••\ is T.UvM Rosdsids 211 1 ? ' •. • Pork I / ! LM - 8 181 ;/ ,? • ? ' J'??, ••' •• ???•` .?) III ` (l •o ???. ?•-,%' t % I 1 I - `s 21' SEWER begins .., ?; G.o .: I? ' '? 6,900 It. `.` tv`' •., 1><ni.• I r er r • C?'?P. FEAR REGIONAL WAS=V .TER • INTERCEPTOR SYSTEM Scale 1" = 2000' Sheet 3 of 4 sir ?- o? S Source : U.S.G.S. Quadrangle Maps t ?3 1• , ?J ? I I .. I 1 memb argot ?: .. n J^? ?) 15 SEWER i i5ia ? ? • ?• ?? 151 ,?.,, j 1_ ? ?, c. Oki 'If `1 • J Ing • •• Imo' ???• ?: / r. ?.. ? . ? • .. ' p:. ??+;`? ?. ..?t• 1512 Q ,? ! ? .?--./ IS3rt ( C SEWER begins t ( E ends \ ?? •\? I (•••r :psi ?;, ?• `. '"'' ?????(?•?1 \?l` n a •: {? _ ??:' i -yll? 5,350 1l. _ r ?/ (•.\ III) 1 ?? `/ 1° M , I8 SEWER l (ISI 1? ( /? :•_ J 1516) oil CAPE FEAR REGIONAL WASTEWATER INTERCEPTOR SYSTEM Scale 1 w = 2000' Sheet 4 of 4 Source : U.S.G.S. Quadrangle Maps SST S of 5 i l t? 1.? ° ?. • `, •s, .? ' ` 4,700 ft, ?? •? 1 .\ ?'? `' 1 l i . • ' °? :r, 15 "SEWER begins MAIN to agog Q 1 I Ois 1 +l ;'?.••! .? ? `„ ' 8 4 ? DOSi?uaaaaasab 'WWTP If y' Cm(154]1 ?. l )?' 4• ( ??'?` ift, •• ! • asp /! , 'i! -? I ?.; jet. •f ," ?? \ „ C41m „ \< "am 1 ?? ''?;• .? \ '/? w , ,• _ / ` 290 / ?, ' ( , • .•I :sass • •• //; ,q ? ?? •n •% o \ ! 44 23,130 ft, a o `_ l ) { 15" S ?. EWER Z . 0-?. 14 ' x!41 t _ C6m i ' ' • . • t- Cem:: ' 'la'''_ _ ? C. ' • ° 'dl elf ` . ? r-, , T! 7l. ' _ ! ?`? / r"?- -???\ 1 ? ' / / DEPARTMENT OF THE ARMY Wilmington District, Corps of Engineers Post Office Box 1890 Wilmington, North Carolina 28402 Action ID. 199101511 December 10, 1991 ENVIRONMENTAL ASSESSMENT, FINDING OF NO SIGNIFICANT IMPACT AND STATEMENT OF FINDINGS Applicant: HARNETT COUNTY, Post office Box 759, Lillington, North Carolina 27546 This permit action is being taken under authority delegated to the Wilmington District Engineer by the Secretary of the Army and the Chief of Engineers by Title 33, Code of Federal Regulations, Part 325.8, pursuant to Section 404 of the Clean Water Act. Project Description: The proposed work involves the placement of fill material in wetlands of West Buies and Buies creek, associated with installation of an 11-mile regional interceptor system, near Lillington in northeast Harnett County, North Carolina. Also, the proposed work includes construction of a wastewater treatment plant near the confluence of Buies Creek and the Cape Fear River. Environmental Setting: The project area encompasses West Buies Creek from S.R. 1507, south of Angier, downstream to its confluence with Buies Creek and, further downstream to the Cape Fear River 4 miles east of Lillington. Most of the project area is underlain by Middendorf formation, a coastal plain cretaceous formation typical of the North Carolina sandhills region. Soils along the flood plain of West Buies Creek are dominated by Bibb and Rains sandy loam, both hydric soils. The southern half of the project area is dominated by Wagram, Pocalla and Marlboro sandy loams and Lillington gravelly sandy loam. The southernmost mile of the project area consists of steeper terrain where altavista and Wickham fine sandy loams, Lillington gravelly sandy loam and Nason silt loam are the predominant soils. Most of the project corridor consists,of bottomland hardwood forest within a 200 to 1000-foot-wide flood plain along Buies Creek. The forests are bordered by rural residential areas, fields and pastures, often extending into the flood plain. Small farms ponds and beaver ponds on tributaries of West Buies Creek are common in the northern half of the project area. The last mile of Buies Creek, a steep-banked segment with little flood plain, runs along the eastern border of Keith Hills, a residential development and golf course associated with Compbell College. The last half of West Buies Creek is impounded to provide ponds on the Keith Hills golf course, but no municipal water supplies are drawn from the basin. Currently, none of the project area is in active forest management. -2- Environmental impacts: The site for the wastewater treatment plant consists of approximately 20 acres of predominantly oak/hickory forest. Approximately 7 acres are proposed to be cleared for plant construction and the remainder of the tract is planned to be undisturbed. The nearest residence is located approximately 2,200 feet from the site, and a sufficient tree buffer will exist to avoid adverse aesthetic impacts. Approximately 38 acres of jurisdictional forested wetlands, north of Keith Hills Drive, are to be temporarily disturbed to install the proposed transport (pipeline) system. Pre-construction contours are to be restored, but vegetation control will allow only herbaceous plants and small shrubs to re-establish. Forest cover will be permanently lost. Secondary and cumulative impacts are related to urban growth promoted by the project. Increased impervious surface area in the watershed will create higher peak stormflows, creating erosion, and will reduce long-term soilwater capacity, which will cause wetlands to shrink. Stormwater management will mitigate some of these effects. The project will also promote additional utility line usage in these wetland areas. Alternatives: Three alternative alignments were considered by the applicant. Although the selected alignment does involve disturbance and permanent loss of wooded wetlands, it minimizes impacts to private property and provides effective service to the planning area at a minimum cost. In recognition of the importance of forested wetlands to the natural habitat along Buies Creek and the protection of downstream surface waters, a mitigation plan has been developed to minimize impacts during and after construction of the interception system. Summary:. I have reviewed the application and plans furnished by the applicant and the environmental assessment. I am aware that the project would involve the disturbance and permanent loss of wooded wetlands. Although the alignment does involve disturbance of wetlands, it minimizes impacts to private property owners and provides effective service to the planning area at a minimum cost. The sewer can be utilized by owners on both sides of the stream and reduces the number of pump stations. Although the alignment does involve disturbance of wetlands, it minimizes impacts to private property owners and provides effective service to the planning area at a minimum cost. The sewer can be utilized by owners on both sides of the stream and reduces the number of pump stations. Plans minimize impacts, during and after construction, and a cost-wise, efficient public wastewater treatment plant and sewerline system is to be provided. The proposed project has had extensive review through our normal public notice process, and there are no substantive objections to the project as of the writing of this statement. The U.S. Environmental Protection Agency, the U.S. Fish and Wildlife Service, and the National Marine Fisheries Service have reviewed this application and have no unresolved concerns. -3- I have reviewed the application and plans and the public interest record, and I find that the proposed work is not controversial and will not have a significant effect on the quality of the human environment. I find that this application is not a major Federal action significantly affecting the human environment; hence, the preparation of a detailed statement under Section 102(2)(c) of the National Environment Policy Act of 1969 is not required. I have given full consideration to this application. After weighing favorable and unfavorable aspects, I find that the issuance of a permit to Harnett County will not be contrary to the general public interest provided that they adhere to the conditions incorporated in the permit. J\ Walter S. Tulloc h Colonel, Corps of Engineers District Engineer Igq(DIS !1 x,04 S GO fx? 1?,5 X01,1 ;..w;. v r P? cove _ .?p•? on aQQ`,Ga`` rc e,GC lG JUN 12 1991 5 .%13P"?1 CONSTRUCTION GRANTS SECTION ?GGS• ENGINEERING MANAGEMENT UNIT ?e Sa ?3??? • ??a`?o? cl. Ge • 15 1a3 ?a 'let tee G G • ?``` es oak ?o , er5 Geer Q? OIL O`het 1?qq ?GG• a`ec? ` b F?U?og? P,GC of 141 ?c l(AA P og' ?bp? a?ec5 Z.1 G N?c?o?l a?c? ??vetS a? VC00 caer` cad l`1a`?ta of crc of ,cio op at`?`a God??` 1,G• c ar sop a oe ;,?4•? dG CPa i??D%10 °E me o?? ???a`e`` hoc 5?'`?o eagea .?1 a`et acge? 001% 00 eJ of ?e of Sr` or cCh c?ec S ?fiy ??`i`G? - '. Please type or print. Carefully describe all an- ticipated development activities, including construc- tion, excavation, filling, paving, land clearing, and stormwater control. If the requested information is not relevant to your project, write N/A (not ap- plicable). Items 1-4 and 8-9 must be completed for all projects. d. Describe the planned use of the project. Please see attached sheet. :4- LAND =AND WATER CHARACTERISTICS ry •``: ':.??.• 1 -=APPLICANT' - .....;?:.:,.? - -- a. Name Harnett Count 911991c. Address P.O. Box 759 Ci Li ington State Zip 27546 jDay phone 919v Landowner or XAuthorized agent ' b. Project name (if any) Cape Fear Regional Wastewater Interceptor System C. If the applicant is not the landowner, also give the owner's name and address. The Count is currently in the process of acquiring the land. Please see the attached list of propery owners. 2. LOCATION OF PROPOSED PROJECT a. Street address or second road number Northeast Harnett county b. City, town, community, or landmark c. County Harnett d. Is proposed work within city limits or planning jurisdiction? varies e. Name of body of water nearest project West Buies.and Buies Creek 3 DESCRIPTION AND PLANNED, USE OF PROPOSED PROJECT a. Describe all development activities you propose (for example, building a home, motel, marina, bulkhead, or pier). Constructing an 11 mile regional interceptor system. Please see attached sheet for more detailed information. If you plan to build a marina, also complete and attach Form DCM-MP-2. b. Is the proposed activity maintenance of an ex- isting project, new work, or both? hnth c. Will the project be for community, private, or commercial use? r.ommun, ty. private -and commercial i8i3 Soil type(s) and texture(s) of tract varies - Size of entire tract ± 50 Acres b. Size of individual lot(s) varies Elevation of tract above mean sea level or Na- tional Geodetic Vertical Datum 110 - 310 Bibb and Rains ; sandy loam e. Vegetation on tract varies - majority is bottomland hardwood forest f. Man-made features now on tract golf course & road crossings g. What is the CAMA Land Use Plan Classifica- tion of the site? (Consult the local land use plan.) N/A Conservation Transitional Developed Community Rural Other h. How is the tract zoned by local government? varies - ma.iority is farmland i. How are adjacent waters classifiedi class C j. Has a professional archaeological survey been carried out for the tract? YES If so, by whom? Mr. Thomas Hargrove 5- UPLAND DEVELOPMENT _ Complete this section if the project includes any upland development. a. Type and number of buildings, facilities, or structures proposed N/A b. Number of lots or parcels N/A C. Density (Give the number of residential units and the units per acre.) N/A d. Size of area to be graded or disturbed. e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimen- tation control plan at least 30 days before land disturbing activity begins. If applicable, has a sedimentation and erosion control plan been sub mitted to the Division of Land Resources? YES f. Give the percentage of the tract within 75 feet of mean high water to be covered by im- permeable surfaces, su pavement, CYA buildings, or rooftops. g. List the materials, such as marl, ?. (er stone, asphalt. or concrete, to be used for paved surfaces. N/A h. If applicable, has a stormwater management plan been submitted to the Division of En- vironmental Management? *N/A i. Describe proposed sewage disposal and/or waste water treatment facilities. N/A j. Have these facilities received state or local approval? YES k. Describe existing treatment facilities. - N/A 1. Describe location and type of discharges co waters of the state (for exampiersurface runoff, sanitary wastewater, industrial/commercial effluent, or "wash down"). N/A m. Water supply source N/A n. If the project is oceanfront development. describe the steps that will be taken to main- tain established public beach accessways or pro- vide new access. N/A o. If the project is on the oceanfront, what will be the elevation above mean sea level of the first habitable floor? N/A 6 EXCAVATION AND FILL. INFORMATION- a. Describe below the purpose of proposed excava- tion or fill activities (excluding bulkheads, which are covered in Section 7). Length Width Depth Access channel (MLW) or (NWL) Boat basin Other (break- water, pier, boat ramp, rock jetty) Fill placed in wetland or below MHW Upland fill areas b. Amount of m :ial to be excavated from below water level in cubic yards c. Type of material varies d. Does the area to be excavated include S marsh- land, swamps, or other wetlands. e. High ground excavation, in cubic yards N/A f. Dimensions of spoil disposal area N/A g. Location of spoil disposal area see attached sheet h. Do you claim title to the disposal area? see atached sheet If not, attach a letter granting permission from the owner. see attached sheet i. Will a disposal area be available for future maintenance?/ N/A If so,. where? N/A j. Does the disposal area include any marshland, swampland,'or water areas? N /A k. Will the fill material be placed below mean high water? N/A 1. Amount of fill in cubic Ayards N/A m. Type of fill material n. Source of fill materi al N/A o. Will fill material be placed on marsh or ocher wetlands? N/A p. Dimensions of the wetland to be filled _L /A q. How will excavated or fill material be kept on site and erosion controlled? Sediment & Erosion controls - see attached sheet for mitigation measures r. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? backhoe s. Will wetlands be crossed in transporting equip- ment co the project site? NO If yes, explain the steps that will be taken co lessen en- vironmental impacts. N/A 7 SHORELINE STABILIZATION a. Length of bulkhead or rip rap N/A b. Average distance waterward of mean high water or normal water level N/A _ c. Shoreline erosion during preceding 12 months, in feet N/A d. Type of bulkhead material N/A e. Amount of fill, in cubic yards, co be placed below mean high water N/A f. Type of fill material N/ A 2 8? ADDITI?NAIf IIVEORMAT ION. 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 property. If the applicant is not claiming to be the owner of said property, then for- ward a copy of the deed or other instrument under which the owner claims title, plus written permis- sion from the owner to carry out the project. An accurate work plat (including plan view and cross sectional drawings) drawn to scale in black ink on 8 Vi x 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 16 high quality copies are provided by the applicant. (Contact the U.S. Army Corps of Engineers regard- ing that agency's use of larger drawings.) A site or location map is a part of plat requirements and it must be sufficiently detailed to guide agency per- sonnel unfamiliar with the area to the site. Include county road (SR) numbers, landmarks, and the like. A stormwater management plan, if applicable, that may have been developed in consultation with the Division of Environmental Management. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners. These individuals have 30 days in which to submit com- ments on the proposed project to the Division of Coastal Management. The applicant must advise the adjacent landowners of this opportunity by sen- ding a copy of the permit application to them by registered or certified mail. This notification is re- quired by G.S. 113.229(d). Name see attached sheet for property Address owners Name Address Name Address 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 $100 made payable to the. Depart- ment of Natural Resources and Community Development to cover the costs of processing the application. A signed AEC hazard notice for projects in ocean- front and inlet areas. A statement on the use of public funds. If the project involves the expenditure of public funds, at- tach a statement documenting compliance with the North Carolina Environmental Policy Act (N.C.G.S. 113A-1 to 10). 9 CERTIFICATION AND MWIS SION TO ENTER ON LAND-?' Any permit issued in response to this application will allow only the development described in the application. The project will be subject to condi- tions and restrictions contained in the permit. I certify that to the best of my knowledge, the pro- posed 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 further certify that I am authorized to grant, and do in fact, 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 ap- plication and follow-up monitoring of project. This is the $ re? day of (1- Lk4__&J , 19gr•_. V ;7 X Landowner or Au orized age Send the completed application materials to the Division of Coastal Management Office nearest you and the U.S. Army Corps of Engineers. See the map on the inside front cover for the appropriate DCM office and addresses and phone number. CAPE FEAR REGIONAL WASTEWATER INTERCEPTOR SYSTEM The purpose of this attachment to the permit application for the discharge of dredged or fill material into any Waters of the United States or Wetlands is to describe the alternatives, mitigation, and construction activities proposed for the Cape Fear Regional Wastewater Interceptor System. Alternative Analysis The Cape Fear Regional Wastewater Interceptor System is part of the regional plan alternative chosen to serve the 201 planning area of Northeast Harnett County, Town of Angier, Town of Coats, and Village of Buies Creeks. The regional plan alternative consists of a regional wastewater treatment plant (WWTP) and an interceptor system consisting of 10.5 miles of 30 through 15-inch gravity sewer, and .9 mile of a 12-inch force main. Enclosed are the Finding of No Significant Impact(FNSI) and the Environmental Assessment(EA) which describe the alternative analysis performed in the 201 plan amendment and reasons for the chosen alternative which includes the Interceptor System. A description of the alternative locations for the Interceptor System is presented below. The Interceptor System was designed to maximize the service area while minimizing cost and environmental impacts. Existing easements and right of ways were utilized for the placement of the 12-inch force main (0.8 mile) from the existing Town of Angier WWTP to the headwaters of West Buies Creek and placement of the 30-, 27-, and 15-inch gravity sewer (1.3 miles) from the existingg Buies Creek - Coats WWTP to the proposed regional WWTP. The chosen alternative for the location of the remaining 15-, 18-, 21-, and 24-inch gravity sewer, designated the West Buies Creek Interceptor was near West Buies Creek within the wetlands. The three (3) alternative locations reviewed for the West Buies Creek Interceptor are presented below. The first alternative was to utilize existing easements and right of ways. This alternative would require a combination of pump stations, force mains, and gravity sewers to convey the wastewater. The following advantage of this alternative was: 1. Minimized wetland disturbance The following disadvantages of this alternative were: 1.The force mains and gravity sewers would be located along existing roads therefore requiring a system on both sides of West Buies Creek to service the entire 201 planning area. 2.Pump stations have a high initial cost compared with gravity sewer at average depths along with a higher yearly operating and maintenance cost. 3.Pump stations are less reliable than gravity sewers and failure could cause untreated sewage to be discharged to the surface waters. 4.Force mains are difficult to tie into therefore increasing the cost for existing and future users to utilize the wastewater facility. The second alternative was to locate the gravity sewer outside of the West Buies Creek wetlands. The following advantage of this alternative was: 1. Minimize wetland disturbance. The following disadvantages of this alternative were: 1.The wide wetlands would require a separate sewer on each side of the wetland boundaries in order to serve the 201 planning area. 2.If the sewer is placed on only one side of the wetland the line would be forced into deeper depths which would increase the cost of the sewer 3.If the sewer is placed on only one side and the wetlands crossed where necessary for constructability, the length of the sewer would be increased which would increase the depth and cost. 4.Easements would be required within usable land of private property owners. The easements would restrict the use of the private owners land and therefore increase the cost of the easement. The third and chosen alternative was locating the gravity sewer within the West Buies Creek wetlands and mitigate the impacts. The following advantages of this alternative were: 1. Maximum service to the 201 planning area at the minimum cost because one sewer can be utilized by both sides of the stream and simple connections should be possible without the use of pump stations and force mains. 2.Minimize the impact to private owners use of the land. 3.The length and depth of the sewer was minimized because the natural ground is at the lowest elevation and necessary crossing of the streams were accomplished in a shorter distance. 4.Reduced the number of existing and future pump stations, thus alleviating potential environmental hazards since the gravity sewer is more reliable than pump stations to convey wastewater. The following disadvantage of this alternative was: 1. Disturbance of wetlands. Mitigation Plan In recognition of the importance of wetlands (in particular, forested wetlands) to the natural habitat along the West Buies Creek and the protection of downstream surface waters, a mitigation plan was developed to minimize impacts during and after construction of the interceptor system. This mitigation plan is presented in the EA and summarized in the FNSI. Construction Activities Following is a general description of the construction activities anticipated for development of the Interceptor System: The final means and methods of construction will be determined by the contractor performing the work. o The surveyors will stake out the manhole locations in the field. o The contractor will place the appropriate sediment and erosion controls. o The permanent twenty (20) feet easement will be cleared and grubbed. o Portions of the trench will be excavated and the material temporarily placed within the forty (40 feet temporary construction easement. If required to install the sewer, select trees will be cleared outside of the permanent twenty (20) feet easement but within the forty (40) feet temporary easement. o The sewer and manholes will be installed and tested. o Upon placement of the gravity sewers, the excavated material will be placed back into the trench and all disturbed area will be graded back to existing elevations. o The contractor will temporarily seed steep slopes immediately upon completion of backfilling. o All disturbed areas will be permanently seeded upon acceptance of the sewer installation. CAPE FEAR REGIONAL WASTEWATER INTERCEPTOR SYSTEM Location of Spoil Area The excavated material not used as backfill in the sewer trench will be hauled away and disposed of in an upland location. The contractor will be responsible for proper disposal and encouraged to have the disposal location approved by the U.S. Army Corps of Engineers. The geotechiiical report shows that most of the excavated material will be adequate for trench backfill. Since the ma'ority of the soil will be placed back into the excavated trench, there should be only a smaff quantity of spoil material. NAME & ADDRESS 1. Mr. Jack Spears unavailable 2. Mr. Jeff Stewart Rt. 1, Box 168 Lillington, NC 27546 CAPE FEAR REGIONAL WASTEWATER INTERCEPTOR SEWER Property Owners NAME & ADDRESS NAME & ADDRESS 12. Mr. Jeff Stewart Rt. 1, Box 168 Lillington, NC 27546 23. Mr. W.C. Norris Rt. 4, Box 84 Angier, NC 27501 13. Ms. Mazelle Stephenson P.O. Box 938 Lillington, NC 27546 3. Ms. Annie Halt Bissette 14. Mr. C. Mangum Rt. 1 Box 62-3 unavailable Erwin, NC 28339 4. R.D. Lee Farms Inc. William D. Lee Rt. 2, Box 218AA Angier, NC 27501 5. Cambell University P.O. Box 97 Buies Creek, NC 27506 6. Ms. Susie McClean c/o Edna Ryals 801 E Edgerton St. Dunn, NC 28334 7. Ms. Eva Sawyer Rt. 1, Box 389 Lillington, NC 27546 15. Ms. Mamie Stewart c/o DK Stewart P.O. Box 546 Dunn, NC 28334 16. Mr. Lyman Gregory P.O. Box 55 Angier, NC 27501 17. Ms. Mary Jones Rt. 1, Box 187 Lillington, NC 27546 18. Ms. Isabelle Jones Rt. 1, Box 187 Lillington, NC 27546 8. Mr. Lewis Johnson Rt. 1, Box 222 Lillington, NC 27546 19. Mr. Stanley Smith Rt. 4, Box 225 Angier, NC 27501 9. Mr. Roger Sexton, heirs 20. Mr. Harold Butts Box 126 Rt. 4, Box 423 Lillington, NC 27546 Angier, NC 27501 10. Mr. Dave Arrington Rt.1, Box 389 Lillington, NC 27546 21. Ms. Doris Butts Rt. 4, Box 233 Angier, NC 27501 11. Mr. Johnny Johnson Rt. 1, Box 167 Lillington, NC 27546 22. Mr. Grady Newton Rt. 4, Box 84 Angier, NC 27501 24. Ms. Kathryn Morgan Rt. 4, Box 213 Angier, NC 27501 25. G. Gilbert unavailable NAME & ADDRESS 35. Black River Village Limited Partnership 100 E. Cumberland St. Dunn, NC 28334 36. Currin, Stewart, Turlington 100 E. Cumberland St. Dunn, NC 28334 37. P.L. Cambell 401 E. Lillington 26. Mr. Jimmie Spell Angier, NC 27501 7505 Grist Mill Rd Raleigh, NC 27615 38. Mr. Neil Eason unavailable 27. Mr. Frank Gardner Rt. 2, Box 325 Angier, NC 27501 28. Ms. Christene Matthews 39. R.D. Lee Farms Inc. P.O. Box 385 Johnny G. Lee Lillington, NC 27546 Rt. 2, Box 218AA Angier, NC 27501 29. Mr. Henry Vaughn P.O. Box 446 40. R.D. Lee Farms Inc. Angier, NC 27501 Charles B. Lee Rt. 1, Box 65 30. Mr. David Gardner Erwin, NC 28339 Rt. 4, Box 115 Angier, NC 27501 41. R.D. Lee Farms Inc. Rachel B. Lee 31. Gordan Stovall Rt. 1, Box 65 Rt. 4, Box 130 Erwin, NC 28339 Angier, NC 27501 42. R.D. Lee Farms Inc. 32. Mr. Clinton Adams Robert D. Lee Rt. 4, Box 7 Rt. 2, Box 497 Angier, NC 27501 Dunn, NC 28334 33. Mr. Bill Adams 43. Mr. Roy L. Adams Sr. 116 E. Depot Rt. 4 Box 3 Angier, NC 27501 Angier, NC 27501 34. Mr. Roy L Adams, Jr. Rt. 2, Box 297b Angier, NC 27501 DEPARTMENT OF THE ARMY Wilmington District, Corps of Engineers Post Office Box 1890 Wilmington, North Carolina 28402-1890 Action ID. 199101511 PUBLIC NOTICE July 3, 1991 HARNETT COUNTY, Post Office Box 759, Lillington, North Carolina 27546, has applied for a Department of the Army permit TO PLACE FILL MATERIAL IN WETLANDS OF WEST BUIES, BUIES CREEK AND NORTHEAST HARNETT COUNTY ASSOCIATED WITH INSTALLATION OF AN ELEVEN MILE REGIONAL INTERSECTOR SYSTEM NEAR LILLINGTON, Harnett County, North Carolina. The following description of the work is taken from data provided by the applicant and from observations made during an onsite visit by a representative of the Corps of Engineers. Plans submitted with the application show the proposed construction of a wastewater treatment plant near the conflunce of Buies Creek and the Cape Fear River. The plant site consists of 20 acres of predominantly Oak/Hickory forest. Approximately 7 acres are to be cleared for construction of the proposed wastewater treatment facilities, and the remainder of the tract is to be undisturbed. The nearest residence is approximately 2,200 feet from the proposed treatment facilities, and adequate distance and sufficient tree buffer exist to avoid adverse aesthetic impacts. Approximately 52,280 linear feet of interceptors are to be placed along West Buies and Buies Creek to transport wastewater to the 1.5 mgd sub-regional treatment facility. Approximately 38 acres of forested wetlands are to be disturbed to contruct the proposed transport system. Three alternative alignments were considered by the applicant. Although the selected alignment does involve disturbance of wetlands, it minimizes impacts to private property owners and provides effective service to the planning area, at minimum cost, as one sewer can be utilized by both sides of the stream and reduce the number of existing and future pump stations. The purpose of the work is to provide for an improved, efficient public wastewater treatment plant and sewer line system. Plans showing the work are included with this public notice. The State of North Carolina will review this public notice to determine the need for the applicant to obtain any required State authorization. No DA permit will be issued until the coordinated State viewpoint on the proposal has been received and reviewed by this agency, nor will a DA permit be issued until the North Carolina Division of Environmental Management (DEM) has determined the applicability of a Water Quality Certificate as required by PL 92-500. This application is being considered pursuant to Section 404 of the Clean Water Act (33 U.S.C. 1344). Any person may request, in writing within the File Copy"'- Do Not Remove From Folder; -2- comment period specified in the notice, that a public hearing be held to consider this application. Requests for public hearing shall state, with particularity, the reasons for holding a public hearing. The District Engineer has consulted the latest published version of the National Register of Historic Places for the presence or absence of registered properties, or properties listed as being eligible for inclusion therein, and this worksite is not registered property or property listed as being eligible for inclusion in the Register. Consultation of the National Register constitutes the extent of cultural resource investigations by the District Engineer, and he is otherwise unaware of the presence of such resources. Presently, unknown archaeological, scientific, prehistorical, or historical data may be lost or destroyed by work under the requested permit. The District Engineer, based on available information, is not aware that the proposed activity will affect species, or their critical habitat, designated as endangered or threatened pursuant to the Endangered Species Act of 1973. The decision whether to issue a permit will be based on an evaluation of the probable impacts, including cumulative impacts, of the proposed activity and its intended use on the public interest. Evaluation of the probable impacts which the proposed activity may have on the public interest requires a careful weighing of all those factors which become relevant in each particular case. The benefits which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. The decision whether to authorize a proposal, and, if so, the conditions under which it will be allowed to occur, are therefore determined by the outcome of the general balancing process. That decision should reflect the national concern for both protection and utilization of important resources. All factors which may be relevant to the proposal must be considered including the cumulative effects thereof. Among those are conservation, economics, aesthetics, general environmental concerns, wetlands, cultural values, fish and wildlife values, flood hazards and flood plain values (in accordance with Executive Order 11988), land use, navigation, shore erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership, and, in general, the needs and welfare of the people. For activities involving the placement of dredged or fill materials in waters of the United States, a permit will be denied if the discharge that would be authorized by such permit would not comply with the Environmental Protection Agencies' 404(b)(1) guidelines. Subject to the preceding sentence and any other applicable guidelines or criteria, a permit will be granted unless the District Engineer determines that it would be contrary to the public interest. -3- The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies and officials; Indian Tribes and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Generally, the decision whether to issue this Department of the Army permit will not be made until the DEM issues, denies, or waives State certification required by Section 401 of the Clean Water Act. The DEM considers whether or not the proposed activity will comply with Sections 301, 302, 306, and 307 of the Clean Water Act. The application and this public notice for the Department of the Army permit serve as application to the DEM for certification. Additional information regarding the Clean Water Act certification may be reviewed at the offices of the Environmental Operations Section, North Carolina Division of Environmental Management, Salisbury Street, Archdale Building, Raleigh, North Carolina. Copies of such materials will be furnished to any person requesting copies upon payment of reproduction costs. The North Carolina Division of Environmental Management plans to take final action in the issuance of the Clean Water Act certification on or after August 2, 1991. All persons desiring to make comments regarding the application for Clean Water Act certification should do so in writing delivered to the North Carolina Division of Environmental Management, Post Office Box 27687, Raleigh, North Carolina 27611-7687, on or before July 29, 1991, Attention: Mr. John Dorney. Written comments pertinent to the proposed work, as outlined above, will. be received in this office, Attention: Mr. Michael Taylor, until 4:15 p.m., August 9, 1991 or telephone (919) 251-4634. Public Notice Action ID No. 199101511 July 3, 1991 Applicant: Harnett County Post Office Box 759 Lillington, North Carolina 27546 Proposed Work: TO PLACE FILL MATERIAL IN WETLANDS OF WEST BUIES, BUIES CREEK AND NORTHEAST HARNETT COUNTY ASSOCIATED WITH INSTALLATION OF AN ELEVEN MILE REGIONAL INTERSECTOR SYSTEM NEAR LILLINGTON, Harnett County, North Carolina No. Cys. Mailed To 1 Applicant 410 Required Lists 2 and 2A 8 List for Harnett County 1 Congressman H. Martin Lancaster 1 Postmaster, Lillington, North Carolina 27546 1 CESAW-PD-EA/Richard Kimmel 1 CESAW-PD-EW/Chris Correale 15 Mr. John Parker, DCM, NCDEHNR, Raleigh, NC 2 EPA, Atlanta, GA 25 EXTRA 39 Adjacent Property Owners 504 TOTAL Adjacent Property Owners 1. Mr. Jeff Stewart 14. Mr. Lyman Gregory Route 1, Box 168 Post Office Box 55 Lillington, North Carolina 27546 Angier, North Carolina 27501 2. Ms. Annie Hall Bissette 15. Ms. Mary Jones Route 1, Box 62-3 Route 1, Box 187 Erwin, North Carolina 28339 Lillington, North Carolina 27546 3. R. D. Lee Farms, Incorporatedl 16. Ms. Isabelle Jones Mr. William D. Lee Route 1, Box 187 Route 2, Box 218AA Lillington, North Carolina 27546 Angier, North Carolina 27501 17. Mr. Stanley Smith 4. Cambell University Route 4, Box 225 Post Office Box 97 Angier, North Carolina 27501 Buies Creek, North Carolina 27506 18. Mr. Harold Butts 5. Ms. Susie McClean Route 4, Box 423 c/o Ms. Edna Ryals Angier, North Carolina 27501 801 E. Edgerton Street Dunn, North Carolina 28334 19. Ms. Doris Butts Route 4, Box 233 6. Ms. Eva Sawyer Angier, North Carolina 27501 Route 1, Box 389 Lillington, North Carolina 27546 20. Mr. Grady Newton Route 4, Box 84 7. Mr. Lewis Johnson Angier, North Carolina 27501 Route 1, Box 222 Lillington, North Carolina 27546 21. Mr. W. C. Norris Route 4, Box 84 8. Mr. Roger Sexton, heirs Angier, North Carolina 27501 Box 126 Lillington, North Carolina 27546 22. Ms. Kathryn Morgan Route 4, Box 213 9. Mr. Dave Arrington Angier, North Carolina 27501 Route 1, Box 389 Lillington, North Carolina 27546 23. Mr. Jimmie Spell 7505 Grist Mill Road 10. Mr. Johnny Johnson Raleigh, North Carolina 27615 Route 1, Box 167 Lillington, North Carolina 27546 24. Mr. Frank Gardner Route 2, Box 325 11. Mr. Jeff Stewart Angier, North Carolina 27501 Route 1, Box 168 Lillington, North Carolina 27546 25. Ms. Christene Matthews Post Office Box 385 12. Ms. Mazelle Stephenson Lillington, North Carol ina 27546 Post Office Box 938 Lillington, North Carolina 27546 26. Mr. Henry Vaughn _ Post Office Box 446 13. Ms. Mamie Stewart Angier, North Carolina 27501 c/o D. K. Stewart Post Office Box 546 Dunn, North Carolina 28334 -2- 27. Mr. David Gardner Route 4, Box 115 Angier, North Carolina 27501 28. Mr. Gordon Stovall Route 4, Box 130 Angier, North Carolina 27501 29. Mr. Clinton Adams Route 4, Box 7 Angier, North Carolina 27501 30. Mr. Bill Adams 116 E. Depot Angier, North Carolina 27501 31. Mr. Roy L. Adams, Jr. Route 2, Box 297b Angier, North Carolina 27501 32. Black River Village Limited Partnership 100 E. Cumberland Street Dunn, North Carolina 28334 33. Currin, Stewart, Turlington 100 E. Cumberland Street Dunn, North Carolina 28334 34. P. L. Cambell 401 E. Lillington Angier, North Carolina 27501 35. R. D. Lee Farms, Incorporated Mr. Johnny G. Lee Route 2, Box 218AA Angier, North Carolina 27501 36. R. D. Lee Farms, Incorporated Mr. Charles B. Lee Route 1, Box 65 Erwin, North Carolina 28339 37. R. D. Lee Farms, Incorporated Ms. Rachel B. Lee Route 1, Box 65 Erwin, North Carolina 28339 38. R. D. Lee Farms, Incorporated Mr. Robert D. Lee Route 2, Box 497 Dunn, North Carolina 28334 39. Mr. Roy L. Adams, Sr. Route 4, Box 3 Angier, North Carolina 27501 Adjacent Property Owners (addresses unavailable) Mr. Jack Spears Mr. C. Mangum Mr. G. Gilbert Mr. Neil Eason r- SITE TIC LIN, ITY MAP APPROXIMATE SCALE I"=2 MUSS O I( F12, T1 t a $ a 15,350 ft. c??+,: $. /) 1 } 18" SEINER J • • ???, 1 '• ' fr. • ?\ (I o ?? ysaaaa•n (1(•. ?•? • 214, • .• ?? ' ? s ••? ) '1i .,!••s•,,, ?. ' X47 ? v: ? ? ? r ? ? ` ? -i ' r ?;• ? • ? CAMP 4. ? ?.?.? ; °?.. ? ? ? ? ? •?:? ?`'[, ?(r t ! Buie, • p •_ '? 18 SEWER ends `=J' ' N • • • ?e::.••.. 'iy Roadside 1J 1 t.• ' • ` ., • .? ..' • _ .? .•'?.? 'I l } / • ?., 21' SEWER begins 6,900 ft. 1 ?, ` ' • • ` , ; ?. 21 " SEINER a 15•'SEWER i ' •=z?t ' ? ? begins 2,200 ft. ?.: J ;- .- _ r 15" SEWER l ,? `' ? :a: `• r `- - 150 SEWER ends i ' • ` jam.: /// • `) ) • •,? ?,:.: '.? . (• ' . \ 21 • SEWER ends 27' SEWER begins "' .(J o i ? ?? \\ \ \ /S? , L?r ? ??? , • \/ / 4,700 I1. .. n: • ???;?? l ?? ' ?:;.?'' r ?? 27" SEWER • '? . ,? Lam' s ? ? ?? ,,-•?? . _.?,, r ?v,`' ' ` •• ' 1` ' PS LJ. ION; ` s A /OW,T 'SEWER 27 ends 160 too LIP. CAFE FEAR REGIONAL- WASTEWATER INTERCEPTOR SYSTEM Scale 1" = 2000• Sheet 1 of 4 Source : U.S.G.S. Quadrangle Maps CAPF FEAR REGIONAL WASTEW. 17ER INTERCEPTOR SYSTEM Scale 1' = 2000• Sheet 2 of 4 Source : U.S.G.S. Quadrangle Maps Ise 153L ?? - G n Ce r ?•. j I ??J 1Ul _ • c.•? r f wl ? 1 o?? - 11e >> .? .l? . cz. 1\' ( ISl) I \ 1 ,) 1120) . i 1 Q 1 ?:1 1 1 :? .?_ is 1421 15,350 ft. j?- " .N i 18" SEWER .. ; . , .•, , 'sue 7 n 4 AM 18' SE ?, •? °j ??.; I.. WER ends rem %J r' ?'?_.? i " N •? ?•... N n ?sbel Roadside (`- ; , • ,u J / Pad it '? -. _ •- ? '' I f? / • I I ' ??t " S 1' :? ? I' •`) I F1mis1 (? ; i ? • ? • ? • •• ? :?. • . ,I /J C 1 I I ?' 21 SEWER begins ..? 1 ?? ( ;? ISI3: .:/ •1 for are ` ' l`? ' [ I 111y/ ?• •, 1 . • •d/ 6,900 ft. TCP 21" SEWER ,? Sl.' ?';•• CA : FEAR REGIONAL WASTF 7TATER INTERCEPTOR SYSTEM Scale Vv = 2000' Sheet 3 of 4 Source : U.S.G.S. Quadrangle Maps I t (h ; ?`..?J r' ( mot` J ?,.??., •' Q 1 =-- 1 23 9130 ft. fit' ?s `; • ? ? I 15n SSE 1 ( : V, ••?_`? v- \ • n • i i yr • N S I i • n ; • J ,+ ? ?? •• ?? ? .04 - .I•• 1 f?f'f,t ?-j ?? ? if = -- ::' ISv •??` ::C ?r ?? ((1?'`I N?O?? • 1 • 1 , 7? ZIP ?? • 151 } ?) j I ? •`` n ?.. _ ?' .,, t ..jam )J' 150 •ti'i. ? \ ?? • • ? ?? • i , /? , ?? j:, llsu O? t ? `ii it • ?? 1 \ I . - SEWER ads rl' ':,,?•,, ?? - C ?t { ' SEWER gins f ( :.? , } _ , • ?? r. - "(,•?,s ??? 50 ft• k ?• J1 `r N to, WZZ3 ?O' ! ?" .1 - ?'\\ ; ` { ?• Cep.. ?' ?::,?• CAPE FEAR REGIONAL WASTEWATER IN'T'ERCEPTOR SYSTEM Scale 1 " = 2000, Sheet 4 of 4 Source : U.S.G.S. Quadrangle Maps \\1111 r ,..:h ft -z?;: • ?'?? ?? •e \ •4,700 . 15' SEWER begins MAN age a • 3 ; -?... f l (e Disposal, n ' • ? •; j rte.- ??(; .? ? •r ?? z.?.; ?: w WWT far. J 1. / n J Q II Ana A N61 \ 1 93- .. •! • - _. \ ?' 1 F ?„ / ( go Q • o ern `' . . ,. • _'?? ",,j`?• ?' / Cam 8M 16 294 0? 15401 I / • / 151 I'A /. r' O O • . . `:.. •? . '? N ?l'.' ? say ? ` ^\ ?•?stra••. 1 • • 9' - ???•. 0 ? ?'? ? • 2311 oft 15 SEWER Z ?- Slt \\? 11 ? i. ( 1 loge , 1 I . ?/?-_' .? f • .• o . l(( aye M: ,? _ / I r Esc \'.5?) „• • • ' • <- 'I Cam:: ` ' ( ? 1 ass n. \?? , ? et ?1• .rz• ? 2 '? i T_ _ . o ' ?\? ? / _ ?-_?? \? /•. /.: / r WETLAND MITIGATION SITE SUCCESS FORM • APPLICANT/PROJECT NAME : Cape Fear Regional Wastewater Interceptor • DEM #: WQC#: MAP #: 91325, 91351 2632 • COUNTY: Harnett • LOCATION OF MITIGATION SITE (LAT. AND LONG.) • DIRECTIONS TO MITIGATION SITE: • ACREAGE AND TYPE OF WETLAND IMPACTED: 35---BLH • ACREAGE AND TYPE OF WETLAND MITIGATED: 35---BLH • DESCRIPTION OF MITIGATION(IN FILE): Restoring stream channel, and planting trees • DESCRIPTION OF VEGETATION(IN FILE): 17 trees/acre---swamp tupelo, 5 trees/acre---water oak • SUCCESS CRITERIA STATED(if any): none • WHAT IS THE PROJECT STATUS?(mark one): RESTORATION, ENHANCEMENT, CREATION, PRESERVATION • MONITORING PLAN: none • WHICH REGULATORY AGENCIES ARE INVOLVED?: DEM, COE, USFWS • TYPE OF DEVELOPMENT(mark the ones that apply): RURAL, URBAN, PUBLIC, PRIVATE i r FIELD INFORMATION • DESCRIPTION OF VEGETATION(AT SITE): • SURFACE WATER LEVEL OBSERVATIONS: • SURFACE AND GROUNDWATER RELATIONSHIPS: • HAVE MITIGATION REQUIREMENTS BEEN MET?: 0 DESCRIPTION OF SOIL SAMPLE TAKEN: j t R,?,?? . 'off Ga i`, it ?Z? co to 210 SANIT RY FORCE MAIN , Gt>;x EXISTING TREATMENT( PLANT SANITAR INTERCEPTOR as r W O R 140 / idle r n 27 L_ ) COATS I l L FEAR 27 (STING TREATME T PLANT 27 B ZEK //-'210 IId NGTON c PPRO OSED TREATMEN LAN '?? 421 ss VIC Ili ITY MAP APPROXIMATE SCALE 1"=2 MILES -NORTH CAROLINA Harnett County CERTIFICATION THIS CERTIFICATION is issued of Section 401 Public Laws 92-500 and subject to the North Carolina Management Regulations in 15 NCAC County pursuant to an application 1991 to construct a 9.9 mile sewe in conformity with the requirements and 95-217 of the United States Division of Environmental 2H, Section .0500 to Harnett filed on the 8th day of July, r line and interceptor system. The Application provides adequate assurance that the discharge of fill material into the waters of Buies and West Bries Creeks in conjunction with the proposed regional interceptor system in Harnett County will not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set forth. Condition(s) of Certification: 1. That the activity be conducted in such a manner as to prevent significant increase in turbidity outside the area of construction or construction related discharge (increases such that the turbidity in the Stream is 25 NTU's or less are not considered significant). 2. Mitigation shall be as outlined in the Environmental Assessment FONSI or as agreed upon by the U.S. Army Corps of Engineers. Violations of any condition herein set forth shall result in revocation of this Certification. This Certification shall become null and void unless the above conditions are made conditions of the Federal Permit. This the 26 day of September, 1991. DIVISION OF ENVIRONMENTAL MANAGEMENT ?I eo ge T. Everett, irector WQC# 2632 rl Y ' ?N F. Environmental Consequences, Pi.tigative Measures The proposed wastewater treatment plant will be located near the confluence of Buies Creek and the Cape Fear River. The proposed plant site consists of 20 acres of predominantly Oak/Hickory forests. Approximately 7 acres of the total amount will be cleared for the construction of the proposed wastewater treatment facilities and the unoccupied portion of the tract will remain. undisturbed. The nearest residence is approximately 2,200 feet from the proposed treatment facilities and adequate distance and sufficient tree buffer exist to avoid adverse aesthetic impacts. Approximately 52,280 linear feet of } interceptors will be placed along West Buies and Buies Creeks to transport wastewater to the 1.5 mgd subregional treatment facility. This action will require soil disturbing activity in previously cleared and undisturbed areas. A 40 foot construction corridor and a 20 foot permanent easement will be required. Approximately 38 acres of -- forested wetlands will be disrupted in order to construct the proposed transport system. Although bottomland hardwoods will be removed, the interceptor rights-of-way can increase ecotone habitats and allow colonization by species requiring open areas. The biological assessment prepared by Robert J. Goldstein and Associates indicated that the right-of-way is not wide enough to cause functional habitat fragmentation to birds and mammals, but amphibians may be adversely impacted by the removal of forest cover. Secondary and cumulative impacts to the terrestrial habitats could result from future growth and development. The Department of Cultural Resources has determined that the proposed project should have no significant adverse impact to architectural; historic, or archaeological resources. The Division of Environmental Health does not object to the project providing that the discharge point fran the 1.5 mgd regional wastewater treatment plant is not located any closer to the 8.0 mgd raw water intake point downstream on the Cape Fear River. implementing-the plan should not contravene any State and Federal air pollution emission limitations. The Division of Environmental Management's Groundwater Section has determined that the selected alternative will have a minimum impact upon groundwater. The Division of Parks and Recreation, the Wildlife Resources Commission, and the U.S. Fish and Wildlife Service reviewed the plan and raised sane concerns about the impact to fish and wildlife. Specifically, the agencies felt the endangered red-cockaded woodpecker and the Cape Fear shiner may be impacted. A biological survey concluded that a contiguous habitat does not exist to support the red-cockaded woodpecker. Therefore, the project should not have any impact on this endangered species. Streams were investigated to determine if the Cape Fear shiner existed in the project area. Accordingly, the endangered fish was not found, nor was the appropriate habitat discovered. Further concerns were expressed by the U.S. Fish and Wildlife Service -5- and the Wildlife Resources Commission about the clearing of forested wetlands. The following mitigative measures will be implemented to minimize significant adverse short and long-term impacts to wetlands. 1) A sedimentation and erosion control plan will be required to reduce runoff to nearby streams. 2) Clearing for the interceptor corridor along West Buies and Buies Creeks will remain at least 50 feet from stream banks to avoid loss of tree canopy, to prevent bank destabilization, and to allow deposition of sediments and pollutants. 3) Stream crossings will be minimized to avoid disturbing benthic and riparian habitats and stream hydrology. Stream crossings will be oriented perpendicular to the channel and high-quality habitats such as riffles will be avoided. 4) Compensatory mitigation for unavoidable impacts will involve reconstruction and enhancement of stream charnels and adjacent riparian habitat in accordance with Wildlife Resources Commission's guidelines. 5) T,?e contractor will be required to replace the mast production of, V') CA) approximately 38 acres of forested wetlands by planting 17 trees per acre of swamp tupelo and 5 trees per acre of water oak. 6) Construct a chlorination/dechlorination system which will meet chlorine residual requirements of the NPDES permit. The system will also include safety features such as a dual backup unit, automatic switches, automatic shutdown, flow control, and audible alarms. 7) The U.S. Army Corps of Engineers will issue an individual permit to construct the proposed facilities and the required conditions will be added to the contract specification. 8) The U.S. Fish and Wildlife Service will complete its final review of the biological assessment and determine if additional mitigative measures will be required. Mitigative measures will be implemented and construction activities will be conducted in accordance with appropriate guidelines and required regulations. The project will allow orderly development in the county and protect water quality in the Cape Fear River. G. Public Participation, Sources Consulted A public hearing was held April 30, 1990 on a proposed project in which the recoffwnded treatment plant location was the south side of the Cape Fear River. The Tovm of Lillington subsequently withdrew its support for the regional treatment plan, and it became more cost effective to locate the treatment plant on the north side of the Cape Fear River. -6-