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Home My WebLink About20090426 Ver 1_CAMA Application_20090415ARJPIA A ? NCDEN North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue James H. Gregson Dee Freeman Governor Director Secretary r;? April 13, 2009APR _ MEMORANDUM. 0 9- 0 4 2 6 l e) L JENR - WAT Ek QUALIFY TO: Cyndi Karoly, Supervisor 3t&MANDSANDSTORrTACTERBRA Di 401 Oversight & Express Permits Unit Division of Water Quality-Surface Water Protection FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09) SUBJECT: CAMA Applicant: Town of Caswell BeachNacuum Sewer System Project Location: Town of Caswell Beach, adjacent to the Atlantic Ocean, Brunswick Co. Proposed Project: To construct a vacuum sewer collection system Please indicate below your agency's position or viewpoint on the proposed project and return this form by May 6, 2009. If you have any questions regarding the proposed project, contact Heather Coats (910) 796-7424, 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. 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. SIGNED DATE 127 Cardinal Drive Ext., Wilmington, NC 28405 Phone: 910-798-72151 FAX: 910-395-3964 Internet: www.nccoastalmanagement.net An Equai Opportunity 1 Affirmative Action Employer One North Carolina Naturally Town of Caswell Beach - Vacuum Sewer System Page 2 PROJECT DESCRIPTION: The project site is located within the Town of Caswell Beach. Oak Island is approximately 12.5 miles long and ranges from approximately 0.1 to 1 mile wide. It is located in southeastern Brunswick County near the city of Southport. There are two municipalities on the island, the Town of Caswell Beach to the east, and the Town of Oak Island to the west. The project is located in Caswell Beach to the east of the island. The Town is bordered to the south by the Atlantic Ocean, to the north by the Atlantic Intracoastal Waterway (AIWW), and to the east by the mouth of the Cape Fear River. The long-term erosion rate for the majority of the eastern end of Caswell Beach is 2'/year. Traveling west, at the 700 block of Caswell Beach Road, the erosion rate changes from 2' to 3.5'/year. Continuing west, approximately 450 feet west of Ocean Greens Lane, the erosion rate increases to 5'/year. The rate increases again to 5.5'/year, traveling approximately 1300 feet to the west. Approximately 1200 feet west of Pinehurst Drive, the erosion rate then decreases to 5'/year. The 100-year storm recession lines for these areas are 270 feet for the 2'/year area and 300 feet for the greater erosion rates, creating a total Ocean Erodible Area of Environmental Concern (AEC) of 390 feet, 510 feet, 600 feet, 630 feet and 600 feet, respectively (as traveling from east to west). At an erosion rate of 2 feet per year, the small structure setback is 60 feet per year and the large structure setback is 120 feet per year. At an erosion rate of 3.5 feet per year, the small structure setback is 105 feet per year and the large structure setback is 210 feet per year. The setback for the 5'/year erosion rate is 150' for small structures and 255' for large structures. The small structure setback for the 5.5'/year erosion rate is 165' and the large structure setback is 270'. A portion of the project is also located within the High Hazard Flood AEC, as indicated by zones V1-30 on the Flood Insurance Rate Maps of the Federal Insurance Administration. Setbacks for the majority of Caswell Beach are now measured from a static or fixed vegetation line, due to the large scale USACE beach fill project on Oak Island and Caswell Beach associated with the Wilmington Harbor Sand Management Plan. This static vegetation line represents the first line of stable, natural vegetation that existed prior to the commencement of the project (currently in progress), as determined by DCM on 2/4/09. The majority of the Town's residents are currently utilizing private septic systems for waste treatment. The Ocean Greens and Caswell Dunes communities do, however, have existing private package wastewater treatment plants. The Town of Caswell Beach Land Use Plan classifies the proposed service area as Conservation and Residential. The waters of the Atlantic Ocean are classified as SB by the NC Division of Water Quality and are not designated as Primary Nursery Area (PNA) by the NC Division of Marine Fisheries. PROPOSED PROJECT: The Town of Caswell Beach is seeking authorization to construct a municipal vacuum sewer system. The entire project would consist of approximately 8,966 linear feet of vacuum sewer line, 17,976 linear feet of force main, 13,740 linear feet of reuse force main, 3,344 linear feet of grinder pump force main, a central vacuum station, the upgrade of an existing pump station within the Ocean Greens development, the construction a new pump station for the Caswell Dunes development, 16 grinder pump stations, and Town of Caswell Beach - Vacuum Sewer System Page 3 134 valve pits. The force main would connect to the Town of Oak Island's system, which was authorized under State Permit 4152-07, issued to the Town of Oak Island on October 12, 2007 by CRC variance and modified on March 19, 2009 by CRC variance to authorize Phase II of the project. State permit 4152-07 also permitted the 20" force main, which will transport wastewater from the lift station to the western side of the island, under the AIWW to Sunset Harbor, and then connect to the county system. The majority of the pipelines would be located within the existing road right-of-way. West of the Progress Energy canal, the pipelines would run along Foxfire Trace to Pinehurst Drive and then continue along the edge of the golf course to Yaupon Way and the Oak Island pump station. The intent of this alignment is to reduce the overall length of the project which falls within the Ocean Hazard AEC setbacks. Approximately 1,000 linear feet of the force main and reuse pipeline and approximately 120 linear feet of the vacuum line would be located within the large structure setback. The proposed vacuum line, however, is approximately 1000 feet in length and 4" in diameter. If taken alone, this is less than the 5,000 square feet in area which subjects a structure to the increased setback. The vacuum station would be located on Caswell Beach Road, on what is now Progress Energy property east of their discharge canal. The Town is currently working on acquiring this parcel. Additional easements will also be required for the crossing of the golf course and for construction of the two pump stations, but have not yet been obtained. The proposed pipeline will also cross an area of jurisdictional §404 wetlands near the proposed Ocean Greens pump station. The pipeline is this area will be directionally drilled a minimum of 6' under the existing grade to reduce impacts to wetlands (see Sheet C15 for details). Sixteen separate grinding stations are also proposed along the Foxfire Lane/Pinehurst Drive vicinity (see Sheets C11-C13). Vacuum valve pits, totaling 134 in number, would also be installed within the service area. Please note that connection lines to the valve pits have not been shown on plans, but are also proposed within the scope of the project. 10. ANTICIPATED IMPACTS: Approximately 7.4 acres of high ground would be disturbed as a result of this project, primarily in street beds and public right-of-ways. Temporary sedimentation and erosion control practices would be used during the construction phase of this project to control run-off. A portion of the pipeline along Caswell Beach Road would be located within the Ocean Erodible Area large structure setback, which could be subject to damage and/or undermining during severe storm events or as a result of long-term erosion. Submitted by: Heather Coats Date: 4/8/2009 Office: Wilmington STIMULUS FUNDING PROJECT The connection of the vacuum sewer pit to the vacuum sewer main will be by a straight connection with 3-inch diameter service lateral. The lateral will cross the road to connect to the main. Construction of the lateral will be by bore and jack or dry bore to limit disturbance of the road. Other incidental work includes there I ocati on of Progress Energy fence northward 10 feet, pump station electrical control panel wood deck platforms (6 feet to 8 feet), and road pavement patching on Ocean Greens Lane, Foxfire Lane, and Pinehurst Drive. B. PURPOSE AND NEED The Town of Caswell Beach is bounded by coastal wetlands and estuarine waters to the north and east, the Atlantic Ocean to the south, and the jurisdiction of the Town of Oak island to the west. Much of the Town's approximately 2,600 acre jurisdiction consists of undevelopable and environmentally sensitive coastal wetlands and estuarine waters (1,425 acres), spoil islands, and unvegetated beach (815 acres) (Town of Caswell Beach 2007). The remaining 360 acres of "land area" in the jurisdiction is above the mean high water line and generally developable. The population in the Town of Caswell Beach has grown from 175 in 1990 to an estimated 461 in 2005, an increase of 163% (Town of Caswell Beach 2007). The growth rate between the years 2000 and 2005 was 25%, which ranked 3rd highest when compared with all 20 municipalities with a beach strand in North Carolina for the same time period. However, as the Town has reached near build-out, and intends to prohibit redevelopment at higher densities, the Town population is expected to remain steady over the next ten years (Town of Caswell Beach 2007). Much of the inland portion of Caswell Beach was developed between 1990 and today, which has accounted for most of the population growth in Town. The majority of the "inland" development is occupied by permanent year-round residences. Many beachfront single-family dwellings, as well as some beachfront and inland multifamily dwellings, continue to be primarily used as housing for the seasonal population. The Land Use Plan (LUP) for the Town of Caswell Beach projects build out of the Town by the year 2020. The 2005 year-round population estimated by the 2000 Census was 461 with a seasonal population estimate of 2,221 (Town of Caswell Beach 2007). The LUP defines the seasonal peak population as 4.5 people per seasonal housing unit, and the 2000 Census estimates 1.97 persons per permanent housing unit. The 2005 peak seasonal population represents approximately 3.35 people per total housing units in the peak season. The number of total housing units in the LUP is based on the 2000 Census value of 571 units, plus an additional 122 residences, for a total of 693 existing residential water customers. Land use in Caswell Beach is nearly entirely residential, with the exception of approximately 25% of the developable jurisdiction being used as a golf course commercial-recreation use. There are no traditional commercial businesses located in the Town of Caswell Beach. The NCBA, USCG, and many residences in Caswell Beach, currently use on-site individual or shared septic systems. As mentioned above, Caswell Beach is predominantly a vacation home community, with a seasonally variable population. Fluctuating wastewater flow is a major factor affecting the performance of septic systems as septic bacterial populations need time to rebound each summer after a prolonged period of low nutrient inputs during the off-season. The NCBA in Town of Caswell Beach Page 2 Vacuum Sewer and Force Main Installation STIMULUS FUNDING PROJECT particular has large groups of conference attendees for short periods, producing intermittent wastewater peaks which are difficult for the fluctuating septic microbial community to efficiently process. The Caswell Dunes development has its own private package WWTP, which utilizes a nitrification field subsurface discharge; seven of the condominium units still rely on on-site septic systems. The Ocean Greens and Arboretum communities and Oak Island Golf Course share another private package WWTP, which disposes of treated effluent via two rotary distributors. Both WWTPs lack advanced tertiary treatment and are subject to flooding. Following Hurricane Ophelia and Tropical Storm Tammy in 2005, these treatment systems were inoperable, and untreated wastewater and stormwater were discharged directly into the tributary of Piney Point Creek and into the ocean (Town of Caswell Beach CWMTF grant application). This proposed project will eliminate two private package wastewater treatment plants (Ocean Greens and Caswell Dunes WWTPs), the NCBA at Fort Caswell wastewater infiltration system, and 210+ septic tanks, and consolidate the existing private collection systems into one publicly owned and operated collection system. The proposed project will also include a reuse distribution system for treated wastewater from Oak Island to be used for irrigation, thereby reducing the amount of potable water needed for irrigation. The elimination of the package treatment plants and septic tanks will reduce the fecal and nutrient contamination by direct and indirect discharges into the Elizabeth River, Piney Point Creek, adjoining creeks, and the Intracoastal Waterway, and will thus improve water quality and shellfish habitat. C. PERMITTING This project will be reviewed by NCDENR Division of Coastal Management, Division of Water Quality, and Land Quality Sections for approvals. The Town of Oak Island has an agreement with the Town of Caswell Beach to treat 250,000 GPD of Caswell Beach's wastewater. The 250,000 GPD is based on the existing water records and existing WWTP flows for the Town of Caswell Beach. The pump stations and vacuum sewer system has been sized based on 15A NCAC .02T .0114 Wastewater Design Flow Rates. The submitted flows for the Ocean Greens and Caswell Dunes pump stations totals 118,560 GPD and the Vacuum Sewer totals 136,752 GPD for a combined total of 255,312 GPD. The permit application for the vacuum sewer portion of the project, including the vacuum mains, valve pits, buffer tank, vacuum station, and 6-inch discharge force main have been submitted to NCDENR Division of Water Quality Construction Grants and Loans section through their pressure sewer process. The remaining pump stations at Ocean Greens and Caswell Dunes and respective force mains have been sent to the Wilmington Regional NCDENR Division of Water Quality through the Fast Track process. A 4-inch force main from the Baptist assembly will be permitted as a Town Facility. A pump station and subsequent flow will be permitted by the Baptist Assembly. The NCDENR Erosion & Sediment Control and Stormwater permits will include the entire project under each permit. i APR 0 9 2009 Town of Caswell Beach Page 3 Vacuum Sewer and Force Main Installation ??? eLOd `t„ 0 9- 0 4 2 6'? Dom MP-1 APPLICATION for -? Malor Development Permit (last revised 12127106) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant Landowner information Business Name Town Of Caswell Beach Project Name (if applicable) Wastewater Collection and Transmission System Applicant 1: First Name Harry MI Q Last Name Simmons, Jr. Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address 1100 Caswell Beach Road PO Box City Caswell Beach State NC ZIP 28465 Country USA Phone No. 910 - 278 - 5471 ext. FAX No. 910 - 278 - 5490 Street Address (if different from above) City State ZIP Email 2. AgentContractor Information Business Nam e ' ty: „} !':% zry 1* Wk Dickson & Co., Inc. - AP Agent/ Contractor 1: First Name MI Last Name Thomas C H ubard ?'tDE AND - WATER OuALIIY Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State 909 Market Street Wilmington NC ZIP Phone No. 1 Phone No. 2 28401 910 - 762 - 420 0 ext. - ext. FAX No. Contractor # 910 762 4200 N/A Street Address (if different from above) City State ZIP Email tchubard@wkdickson.com PECEIVED <Form continues on back> MAR 1 1 2009 Form DCM MP-1 (Page 2 of 5) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # Brunswick 1100 Caswell Beach Road SR-1100 Subdivision Name City State Zip Town of Caswell Beach Caswell Beach NC 28465- 1 Phone No. Lot No.(s) (if many, attach additional page with list) 910 - 278 - 5471 ext. N/A, , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Cape Fear Atlantic Ocean c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. ®Natural ?Manmade ?Unknown Atlantic Ocean e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed ®Yes ?No work falls within. Town of Caswell Beach 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 14,000 348,480 sq.ft. c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or N/A NWL (normal water level) , (If many lot sizes, please attach additional page with a list) 19' to 2.5' above ®NHW or ?NWL e. Vegetation on tract All proposed utility lines and pump stations are outside of the CAMA vegetation line delineated October 13, 2007 and updated static vegetation line February 27, 2009. The envrionmental assesment performed by Robert Goldstein & Associates indicates that no rare species are present within the construction corridor of the project. f. Man-made features and uses now on tract The construction corridor follows existing asphalt roadways, golf course, and sewer easements. g. Identify and describe the existing land uses adiacent to the proposed project site. The North Carolina Baptist Assembly borders the project to the East and the Town of Oak Island borders the project to the West. The project is also adjacent to the Progress Energy Effleunt Canal Discharge Pump Station. h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? The project crosses through several zones including Multi- (Attach zoning compliance certificate, if applicable) family residential, single family residential, commercial ?Yes ?No UNA recreation, US Coast Guard (military), and conservation. j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ?No UNA If yes, by whom? 1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA National Register listed or eligible property? sue...... v --- DCM WILMINGTON, NC APR 0 6 2009 <Form continues on next page> '01 '?.00,13: 1 .a9aa-1RC0AS wrjvw,ttct:r, 1 4 + %an)gP,raen1..t^=et Foi-m DCM MP-1 (Page 3 of 5) APPLICATION for Major Development Permit M. (i) Are there wetlands on the site? []Yes ?No (ii) Are there coastal wetlands on the site? D O M J L UN %G )1 N C ?Yes ®No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. There are currently two privately owned wastewater collection systems for the Caswell Dunes development, and the combined system in the Arboretum and Ocean Greens developements totaling 22,400 LF of sanitary gravity sewer, 5,950 LF of sanitary force main, and 5 pump stations. The Caswell Dunes system receives treatment from a 50,000 GPD WWTP and disposal using a subsurface drainage system. The Arboretum and Ocean Greens system receives treatment from a 75,000 GPD WWTP and disposal using an infitration system. The proposed project will decommision the WWTP's and combine the existing collection systems into a single Town system which will transmit the wastwater to Brunswick County for Tertiary Level treatment and non-discharge disposal. o. Describe existing drinking water supply source. The Town currently has a water distribution system and purchases water from Brunswick County. p. Describe existing storm water management or treatment systems. The Town currently has a Stormwater Master Plan and has begun to implent the capital improvements describe in the Master Plan. 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ?Commercial []Public/Government ?Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. The intent of this project is to consolidate the Town's existing privately owned wastewater collection and treatment systems into a Town owned and operated system, and the inclusion of unsewered properties currently on septic systems into the Towns collection system through the use of a Vacuum Sewer Collection system. This project will allow for the decommisioning of the two privately owned and operated WWTP and have the wastewater from the Town transmitted to Brunswick County for treatment and disposal. The new system will be owned, operated and maintained by the Town. c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. The sewer force mains and vacuum collection lines will be installed by open cut in the road right of ways and Town easements. A backhoe will be used to dig the trenches, assist in placing the pipe, and backfilling. Bore and jack will be used to install the lines under SR1100. Pits will be excavated on both sides of the road and casing pipes will be jacked under the road and then the pits will be backfilled. Directional drill will be used where the 4-inch force main on Ocean Green Lane crosses the wooded wetland to avoid impact. The pump stations will be pre fabricated structures and will be placed in predug excavations and then backfilled. Excavators will be used for the majority of the excavations and backfilling. Hand digging will be used any areas of existing utility conflicts to prevent damage and breaks in service. d. List all development activities you propose. The project includes the construction of 2 new pump stations, the construction of a Vacuum Collection and Pump station, the placement of 4 new manholes, approximately 10,654 LF of 4-inch sanitary sewer force main, 7,322 LF of 6-inch sanitary sewer force main, 2,530 LF of 4-inch vacuum main, 3,246 LF of 6-inch vacuum main, 3,191 LF of 8-inch vacuum main, 3,344 LF of grinder pump force main,13,740 LF of 8-inch Re-use force main, and incidental items for the pump stations and vacuum system.. e. Are the proposed activities maintenance of an existing project, new work, or both? Maintenance and upgrades to the existing components and new work for the vacuum system. f. What is the approximate total disturbed land area resulting from the proposed project? 9.00 ?Sq.Ft or []Acres g. Will the proposed project encroach on any public easement, public accessway or other area []Yes ?No ?NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. This project does not include any existing or proposed discharges to waters of the state. KGVrseo{ 9-/rLJO? Form DCM MP-1 (Page 4 of 5) APPLICATION f?r Major Development Permit i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA j. Is there any mitigation proposed? ?Yes ?No [DNA If yes, attach a mitigation proposal. <Form continues on back> 6. Additional Information In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) - (1) are always applicable to any major development application. Please consult the application instruction booklet on how to properly prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. 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. Name Phone No. Address Name Phone No. Address Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. NCDENR LQS Erosion and Sediment Control (sub. 3/5/09) NCDENR DWQ Stormwater Notice of Intent (Sub. 3/5/09) NCDENR DWQ Fast Track Application for Gravity Sewers, NCDENR DWQ Pressure Sewer Systems (Sub. 3/5/09) Pump Stations and Force Mains (Sub. 3/5/09) h. Signed consultant or agent authorization form, if applicable. I. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 7 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 the conditions and restrictions contained in the permit. I certify that I am authorizcd to grant, and do in fact grant permission to representatives of state and federal review 0gencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. r?'-4A D Date 3' aD 3' a0 9 Print Name H ons, Jr. R FE %d, ' Signature BAR 12009 ?t pa L£ t ti i?9 (3Nt NC ? ,.a e1 252- 3 3-2;30 3S -411C?)AST wvwv 3i.riccoas ta'manat m FGrm DCM MP-1 (Page 5 of 5) APPLICATION for Major Development Permit Please indicate application attachments pertaining to your proposed project. ?DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts ?DCM MP-3 Upland Development ?DCM MP-4 Structures Information ?n MAR 1 1 2009 ')CM WILMiNGTON, NC Form DCM MP-3 UPLAND DEVELOPMENT (Construction and/or land disturbing activities) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. GENERAL UPLAND DEVELOPMENT a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels. proposed. NA Underground utilities, pump stations c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads, acre). ditches, etc. NA - no new units in AEC 9 acres If the proposed project will disturb more than one acre of land, the e f. List the materials (such as marl, paver stone, asphalt, or concrete) . Division of Land Resources must receive an erosion and to be used for impervious surfaces. sedimentation control plan at least 30 days before land-disturbing Fill with existing soils. Pump station site materials include activity begins. concrete wet well and vault structure. The vacuum station (i) If applicable, has a sedimentation and erosion control plan been will include gravel and some asphalt for the site entrance. submitted to the Division of Land Resources? ®Yes ?No ?NA (ii) If yes, list the date submitted: To be submitted by March 5, 2009 Give the percentage of the tract within the coastal shoreline AEC to g h. Projects that require a CAMA Major Development Permit may also . be covered by impervious and/or built-upon surfaces, such as require a Stormwater Certification. pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of or parking. Water Quality for review? 0 ®Yes ?No ?NA i. Give the percentage of the entire tract to be covered by impervious (ii) If yes, list the date submitted: 2009 March 5 and/or built-upon surfaces, such as pavement, building, rooftops, , or to be used for vehicular driveways or parking. Entire project Describe proposed method of sewage disposal. j k. Have the facilities described in Item (i) received state or local . The sewage collected by the proposed system will be approval? ?Yes ?No ®NA treated by Oak Island or Brunswick County using attach appropriate documentation. If yes non-discharge disposal. , Describe location and type of proposed discharges to waters of the 1 m. Does the proposed project include an innovative stormwater . state (e.g., surface runoff, sanitary wastewater, industrial/ design? commercial effluent, "wash down' and residential discharges). ?Yes ®No ?NA NA If yes, attach appropriate documentation. RECEIVED DCM WILMINGTON, NC APR 0 6 2009 :mot ? ?? .., .t _f??fg-e4???'?A' S ., , r, ,. •- '-?-• : -_ .,;,r-?r.3-s#.ne# a?ri ?°.??: ?' 1 '',t3 Foemr DCM MP-3 (Upland Development, Page 2 of 2) m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ?Yes SNo ?NA community, public system, etc.) (ii) If yes, how many acres? NA o. When was the lot(s) platted and recorded? p. If proposed development is a subdivision, will additional utilities be Easements and property transfer in negotiation. installed for this upland development? ?Yes ?No SNA March 6, 2009 Date Caswell Beach Wastewater Transmission Project Name Town of Caswell Beac North Carolina Applicant N e Applicant Signa re Harry Q. S ' mons , Jr. MAR 1 1 2009 DCIM WILMINGTON, NC- 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement_net revised: 12i26,06 f t LEGEND 1 I .r tL V ' ' ' we 3 ? _I ?I f. . _ r PRO&= AREA I-S 1 Y ICJ (i'? .l ???333SSS???J • i # ??t ?.? . r??. ? ` ? . t ? A ?•' , {zi ? ?{ # j".? .. tl i 1 '? l y?1 JI i. y. T ( • IFII. ` ') , ,(} tP )f S \ S' ?^'? t I W?j 14 IP It k r 4 r+ 4 -S7 A qECEIVED _- F lQ } i 1 200'3 MAR W NC 'tHLMiNGT?J DClIA ,? __„!__ .?.i : ? , qtr{ .'? • .- ? __ ,_ ...-- 1 24% t ,'? GC-1 1 'r'te---?--? 3 ?r ?"? ?LY?? '• ? ? '` .?1? 01 C,t }.1.' I rn_ y(7r-_ Y \ T•1{1!T?1' r.• e• • - ... s ? Mr .i 1 1? w? i y '' 1 rt ?.?'iiTL- ..... t• ? Nw.f' ar gm mARKU Sir DATE: 2-19-09 CASWELL BEACH NILAtl1'i NC 2tH0t SCALE: 1'-2000' DWDEKSON (910) 762-4200 VACUUM SEWER AND FORCE MAIN DRAWN: ,1RM INSTALLATION °Hki Locations CH K: TCH USGS 7.5' SOUTHPORT QUAD SHEET community infrastructure consultants North Carolina Ceor& South Carolina Florida PROD. NO: 70009.00-K 133roNd ONiaNni sninwas ~` i C7 Z Q u a U Qti Q z r z w o W a > f- W z Lu (1) ? '- U _J LL L.L U a w V OZ LL O G ?. Q J W a IMM ?: U) L u. Cf) U Q Co N O 1 O O 0 U. rn 0 N c? 0 LY_ 4 x U Q ui m J J W Cl) Q V LL 0 Z 0 : O f- w F W J S ?{ b W a S ?{ W W W 2 a ZO W F- W W 3 Z w Z (? a Q W 2 ?J W W U t?J `? Er < W °' Z w N F- Y zz rT{ ?j Z }. W a' rc3 L? < a G o 8' o m i c'oj coi z ZZ F iii vii Z m ~ 'y H ? W ? j U ? 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G, n i ?g 8§? > n yC a m m Zm v > m mr mm D ?D= _ -I > r r > z >m w v >0 pM= + 0c) cyl >S ?r> >SC C, O 3 A m M 0>m _m of OCNYDlII ROIMIl G6ITdP' P) Ti! DOw41011, M MISL A M IMi YEMI'it Mr1b LDaw v w wwnw) ? W, ? ?L/Mtim OlY wsLO I110r K aq+A1 O M{ COniOA, Y4MID 1rM ,w PW iAiYE AM PE Oa?Om PD t vAU4 1PL< h)116 nMrP+) o?\1wwmPJMU_A/r.n )/L/)tw ?v N r o? b vm ; oa ?? N O > o o o MATCHLINE 1-4 SHEET C5 2 Sc n A m 0 2 A n rnF, Z r0 i D a C N r+ C n D D m Z -, 0 uN O ao ?= m Ao -? N Do D r z Z c A c O F m i c C O f + O O cn 0 Q O n ?m O Zm N ?e? O O 5.1_ OO, -___-- 1, ? 5.3 A N ro c ' 5.7 . D F 5.9 ? 0 I z r N n o T -- D D O N 0 C + C o s N + i I b 6.4 o I z . - _ 00 1 z Q?:- --- 7 < N Z U J q t^ ? R A m? uQ? jv=oi? I 7.3 7.3 1 6.6 I I o 6.3 - - M I - - > - Z I ? > A m ?gr . n o N N i rm 1 ?A 11 CC?? I I O' N m p r? O 00 ? 5.2 _ a - $ -- ?--- - o T n < 0 c rom Fn m> < K OZ A ;z D o A m 5.1 ?n - --- $ 1 c I i 5.8 I --...--- - ---- rI - --_ 6.4 D > N - a ? + ? 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(TYP) I Il (II - 1 JPINt f , '1 .- - / I i ?I SI p l I lI O wPP?)?g I? I I II 111 < J D ? l I ? I Il ?11°ii I ~ I i I• v=i }? o II < `? .cc nlol I `?o> 0 00 I to ?/ ?i 0 l I I ° I II ItPA)EL ttf. ro+II MATCHLINE 1-5 SHEET C7 90133HS 94 3NIIHOIVW `?? II II I ? ? + - I I a o 1111 .I? ?? I 1 ??° ij; ! W7m ° o li I± Li w ?I / ?II DuN UK -d I a1 Z Qd- k' 111`/ 5 ?.' ?z°Ou U 3, I I ? za? U?II i I `` 8 > WoW O Q I? / W NOZ ¢ I?25 o ao i II .v % ysw F0v / ?w z ? w"F 7vJ I ZZOW /1lf?vr. ar N1 I Im I z• g+'Ci N4 II I ?a rrn° ¢o II'ITW v 11 0 a I' 10 1 1 I ? b it n I z U ` I 05 3, j ?I ? 1 1i d N ??1u? I IlF?i'{`' I O I ?K ? I ?'I \II? I I r 11 III - ?J I i l ('d.u) Sz ? CC W ( U Ia I IW° ??? I U O ' I{ I O I ; Z + V) i 11 ? J => E?/1 ?? I I U N 1 I. m D 1I?f 1 i II v I I I` -G-' ? 1 I1 m -.7 I r a O za _eo ? I I wne a 03B ? K l? taJ O U I ? vn? O U I h • ?I. ? {m{e?Iw Z< A / ?I li $ ure > u A y > u _ Ify,J i I gSVv ,rdmd O Il IMO8 .0 ? rIN1.,il _ II I?vli Q O, ? -}' ? 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ND i, ;r WITH DIE~ECT~ONAIi DRILL -0"r~ `~`~i/~ `t\ 1 ~ooz I_ ' i ; , ; 1 i ~ CE~'MAIN AVOID IMPA~T~S~ TO Yf!EET+AND~ ~ ; ~l , Oa ~ a _ r ~ ~ r ~ ~ ~ ~ ~ << ~ ~ ~f 1 H,:: dlw i 1 I ~ t` ~ ~ m~ 7, / / f `'~,,~"--1 fit. -,.....--1 ' ti~~~,, ``",`~~~r'' ~ i~j y``,..~ ~ ~ ~ ~ I( r'^- ~ , ~ ~~z ` E j _.._.a~_.~,_~ r.-DI~CHARG~"$Y K~ I~L~ ~ r ~--~.1 / f ~ `i i ' f` k i, t ~ O ~ I--.......~._._._, ~ ~ ,t f l ti ~ ~ w I ~ ~ J ~ I ~ ~ j-; ~ a~Y?,~ s_ ~ f 1 PU~M.P~S~~~~O~ 8 , ~ z ,.r, r, j v r~ 11 i 1 -~--t I I ~ i ~ ' i . ~ ~h., ~ r ~ ; r`~ ~ t ; ~ ~ UP,G~ADED O~EA, GREENS PUMP NATION , f ~ ~ I 7 ^z t i f ~ r" A, ! , CiONNECi i` O~SL.:~O ~t z;., ~ p"." ~ ~ j t1 1 , ~ ` ~ ~ ~..__j ~ _ I ~ - ~ 1 : \ i ~ OAK ISLA R xS~YSTI±M ' t I 1, , / r ~i~'\ a ~ {____.f ~ ~ /t r ` 1 h, ~ r 'r.~b i `t e;~a ~ ~ ti ~r` o ir~J ti~ f,=~~.--~....- ' __a ; v 6 } 1 h ~ 5` 4~}~ f`'~ ~ ~ Lr~'~~`r, ~ 1 ~ / ; j ~ ~ 1 , ~ ~ r~ / i, r _ m.f , } _~i ~ ~ / i ~1 ~ l'~r I rr~x 1 ~ ) t, t ~ ' ~ ~ r / r , s 11 ''~-1 , ~ ~ ~ J i ~ ~ ~ , I_.. ~ f F;. r i ~ ~ ~ i ~ ~ 1' 1 h...,.. ~ i ti ~ ; ~ ~ s ~ 1 ~ ~ •r% _ ~ ' n t ~ \ yr l < , ~i ? a. ~ ' ,k ' 1 /"i ~ r^y ~ ~ ~ / Y..`~ ~ ,r' ,i~'PT~ )V 1 _ i f 1V r:. ' , ~ G,~i \ ~ ~f ~ ~ f~, / ~ ~ ~"~l ~ . ~ ~ i j / f i s f; I ~ ~ I ~ j t ~ ,i1. T' ~ fir'', j r r ~I i f } ~i i i ,-,t ~1 m~ ~ ; f t , i I, i'~ V ~ ~ iii ~ ~ l _ , ~ E ~ / ~ 1 O OS~D~~EUSE LINE ; ~ ~ ~ i r, v:.:..r-~.- , i ~ ~ ~ I ~G~ ;f ~ Z{ -0 ; FL.OOQ ~EC~~~~ti ,E ~ 1 FROM ~ , ~ ISLAND _ r ; , ~ , r,--- ~ `i i ~ z....~ f..r_'~E .J_....,t .......t...., ~ 1 } ~ CJ v /`f ~ ; ~ j~~ ~ t- i~, ~ i ~ r` ~ f r i ~,i. t ~ ~ I J ~ / rJj W" j ~ i 1 ;k 1 1 E( ....j^"~ /J ` ~ r/ ~ i _ ~ ._f k~ { ~;i \ f ; i i V , 1'k..~ i ~f 1,1 r ? y~~-.. F ._.r } ~ I i-- ' _i ~ ~ ~ , ~ ~ i ~ i` P OPOS~Di SAN1 . % ! i---~ z~ s'-:1 Il ~ ti,'` ~ ~ ,r-- 4 ~ I ~ _~s._ ~ ; i t , ; ~ _ ~ , ~ ~ ~ ' EWE :FO ~ CE ~ ,r ~ ; , i , ~ ~ , _ ~ - , ~ ~ ~ ~ ; , , r-, ,--T-, ~ a, l i _ . k-- J f i F i i [ i ) i `v,-~ i ~ 1 f i . ~ , I 'k i` i ~ ~ t 1 i I , ~ ~ ~ , t t X ti..~s ~ f ~ ~ ~ 1~ 'i CAS EL r• ~1~E/S''~~ ~ , ~ y ~ ~ ~ ~ ti~~. % ~y` \ ~ ` t +t~ i PU ~\U PATIO # ~rl ' 1 l f\ t. 1 f~ N~~~ ~ r ....w OCEA ERODIBLE AEC LINE ` r ~ , 600 FROM VEGETATION LINE . ~ ti ~ l ; : " ~ ; ~ r ~ ~ ~ i, ` r ; t IGH HAZARD FLOOD AEC LINE 60*5.0+300 =300 r ~ ,`o~ ~ ~ ~ ~ i ~ ~ 1 ` ? ~ ' ; i ~ ~ ~ , !OCEAN EROO~LE EC UNE %i 1 255 LARGE STRUCTU ~ '~:J~ ~ - ; ~ - RE ~ 1~ T: ~ ~ ` ' .I'; k `~10 FROM V ~ ~ ~ ; ~ ~ * ~ ~ i ~ ~ f ~ ~ ~ ~ , ~ EGETI ~ LINE , , , ~ ,r- SETBACK (30 5.0+105 -255 ~ ~ ,1 , `--~r , i ,I ~ ! i ~ t, ~ , - ~ ~ ,~E f , i I ~ 0 3.5~-300 =~10 f 1~ 5 150 SMALL STRUCTURE ` _ E ; i * _ OCEAN ERODIBLE AEC LiNE ~ ~ ~ ~ ~ i PROPOSE~~IN£+1~'VACUUM MAIN'i i E it ~ ~ SETBACK (30 5.0-150) ~ 9---; I , ~ ~ ~ { I 630 FROM VEGETATION LINE ` ' i' ' ~ ~ l-''~';`: ' ~ VEGETATION LINE * . ! ; \ i F , (60 5.5+300 =330) ~ ~r~ T { ` ~ ',-;PRO RESS EN ' ~ Y EF NT° ~ ~ ~ i , R ~ ~ ~ I ~ ti ~ ,E ,FLEU ~ ! ; LTAER - 5.0 ~ ~ ti, i , ~ r.~. r , , ~ /~l J r; , J 270 LARGE STRUCTURE 4---, ~ ~ °--~Y, ~ i,. ~ ; ~ ~ SETBACK (30*5.5+105 =270) ` ; ~ i /I ; , ~ ~ ~ ~ ~i i ~ ' 165 SMALL STRUCTURE OCEAN ERODIBLE AEC LINE ' ° ` ~ j ~ ~ ~...r SETBACK 305.5=165' 600 FROM VEGETATION LINE 1,, , . ~ -;w.~. A, ~ ~ ( ) -4~ f . ~ ~ ~ -P.OPIV~SED `A`(~`UUM i~ t f ti r~ / ~ ~ ~ HIGH ~ ~ ~ (60 5.0+300 -300) ~.4 ~ , ~ ; t _ L./>>,, ~ -~f , S~'A d~ 'LOCATION I ~ 1 VEGETATION LINE i , Ir ~ ~ ~ LTAER = 5.5 255 LARGE STRUCTURE ~ + ~ ~ ~ ~ HAZARD FLOODr AEC LfI~E ~ SETBACK 30*5.0+105'=255' ~ t- ;~~f; fl ' u ~ ~ W.. ~ ~ ' r ~ 150' SMALL STRUCTURE 1 ' i ~ ;~r r• r~ '~~-T..r ~ i 50 SMALL ~~f f ~ ! t ~r ~ f ~ ~ _r~ ~ / SETBACK 30*5.0=150 STRUCTURE ~ ~ ' ' ) -i. ` r f , "r ~ ``',tom ~ ; ~f r j ~ ~ ` ~ SETBACK ii ~ ~ OCEAN~.,E~f DIBLE AEC LINE ~ ~ f ~ ` 9 ~ VEGETATION LINE ~ ~ f ~ ~ 390r,'..~ROM VEGETATI¢}i~~.L(~lE,~~ ~ ~ ; j ~ LTAER = 5.0 ( 5 05) r r r: 1`;'1, ; 6 w ~ ? eft ~ ' ,I~ ~ I, ~ ~ ~ (60~'k2+270'=390') /y `1~ ` J ~ ~ a ~ f ~ ~,t Ir\~ ~ ! I 1 f=~' r ~„il ~1 ~ ' ~ 210 LARGE STRUCTURE ` i ` i ~ , ~ ' ; ~ ~ y ~ SETBACK 60* - ~..I ' i r l I,' , r ~ ( 3.5-210) , ~ ,.:f , r~ 1 1 j d c, VEGETATION LINE ° _ ~ LTAER - 3.5 , ; ; 1 1 i l~ i 1' it , i, r-~ ~ ~ ~ n ~ \ ~ ~ , ~ ~ r E ' VACUUM MAIN ~ 7 , ~ ° /'t o ~ . PROGRESS ENERGY DISCHARGE PIPES Q d LEGEND VEGETATION LINE FROM PT. A TO PT. B 3 ; ~ i J ; ~ _ ` i ;1 ~ l ~T.~ NORTH CAKt~~NA~-B~Af~TIST- J , e ' 1 1' I,;t' j a~-: l~ il~;f;i ~,5~ ASSEMBLY ~ ~ DELINEATED OCTOBER 13, 2007 t ° ~ °~~~'f PROPOSED 8" VACUUM MAIN N ' y 1 1 ~ ~ ~ _ PROPOSED 6" VACUUM MAIN 0 > ~ PROPOSED 4 VACUUM MAIN o ; o F~ PROPOSED 6" FORCE MAIN 120' LARGE STRUCTURE ~ ~ j'k 1 °a FM PROPOSED 4" FORCE MAIN U SETBACK (60~2A'=120') ~ 1(~ ~ f~~j , ~ ~ i ~ , 'y ~ i:M---- PROPOSE " R - F RCE MAIN D 8 E USE 0 60° .SMALL STRUCTURE ~1 ~ t ,r ' ' , € fG~ ~ e ~ R 3 ° CAMA STATIC VEGATAl10N LINE (FEBRUARY 2009) 0 SETBACK (302.0=60) r`; 1 % ' 1 `---1 ~~.a ~ O ~ ~ ~ CAMA OCEAN ERODIBLE AREA OF ENVIRONMENTAL CONCERN O a P?; ~ ~ CAMA HIGH HAZARD FLOOD AREA OF ENVIRONMENTAL CONCERN 500 0 500 1000 1 0 VEGETATION LINE ~ ~ ~ ~ ~ LTAER = 2.0 , r 50 ~ SMALL STRUCTURE SETBACK Q - - - - LARGE STRUCTURE SETBACK PROPOSED 8" REUSE LINE ~'~!~~~~~,4~~~ U ~ PUMP STATION 0~~°0426 ca e o OCEAN ERODIBLE AEC LINE AND .STRUCTURE SETBACKS ARE BASED ON 199$ LONG-TERM i AVERAGE EROSION RATE (LTAER) ANNUAL SHORELINE CHANGE STUDY AND SETBACK FACTORS MAP J _ _ _ ~ R tttlt94itlt tttttt PROJECT MANAGER DRAWING SCAtE ~4~~ tr~''i - 909 RELEASED FOR DATE ~ P's~e0et~j/ TCH t°-500' MARKET STREET ~aea a®e ~oa~~ o,. ~Dl11C/•T NATC 1 A WILMINGTON, NC 28401 ~nnnn~,.~ n . '~.e n'~~~~0„~i ~ ureic nrrnvvHw ~ e f JM/VAR MARCH 2009 vv 1% (910) 762-4200 Q APPROVED BY PROJECT NUMBER BIDDING A SAL u 0 CASWELL BEACH PROJECT LAYOUT CIA 1 OCEAN ERODIBLE AEC LINE UPDATED PER DCM COMMENTS 4 3 09 TCH 7000900WL sp KS Avw%"L Office Locations: =249T§51 d ti I w VACUUM SE ;UUM SEWER AND FORCE MAIN INSTALLATION VACUUM SEWER AND FORCE MAIN REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION 3 , BRUNSWICK COUNTY, NORTH CAROLINA INSTALLATION REVISIONS 4/3/09 South Carolina Florida °•.-*6 1 RECORD DWG. ~tt1Q1t qlt?~ ~