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Home My WebLink About19890222 Ver al_Complete File_19890301 '~' '. ;; ". ~'-"''''''''~~~:-''',- ..,......'" ,-~ "''''''-1IIiIIi I I. I I I I I I I I 1 1 I I I I I I I I , RPPLICF,Tlor~ FOF~ C R M R F:)ER~IIIT , FOR MFLJOR DEVI=:LOF~MEi'JT Cypress Landing MARCH 1888 -- CYPRESS L.ANDING BERUFORT COUNT"(, N. C, .Jv1CKIM&CREED ENOtNElCl't1! PLANIUOUJ OunvEYOnO 1143 N. Front. St.eet. 'WUnU....\.on. Nort.h CaruUna . . I I I I I I ~ ~ I I I I I I I I I I I I TABLE OF CONTENTS Introductory Narrative CAMA Application Wetlands Documentation (2/17/89) Wastewater site Confirmation Letter (3/6/89) Deed (Included separately with DCM Application Only) Return Receipt Verifications TITLE Vicinity Map Conceptual Master Plan Project Site Density Form Soils Map Topography & Surface Drainage Vegetation Shoreline & Wetland Impact Reference Key Shoreline & Wetland Impact "A" Shoreline & Wetland Impact "B" Shoreline & Wetland Impact "CII Shoreline & Wetland Impact "D" Shoreline & Wetland Impact liE" Shoreline & Wetland Impact IIF" Boardwalk Pedestrian Footpath Golf Cart Bridge Wetland crossing Adjacent Channel Soundings Conceptual Master Plan - The Landing Marina site Density Form pier System Detail Marina Basin Soundings Fixed Pier Section Concrete Bulkhead Timber Bulkhead Gazebo Detail Water Distribution Master Plan Wastewater Collection Master Plan Wastewater Facilities Location Map Wastewater Treatment Facilities Drainage & Erosion Control Master Plan Seeding Schedule Roadway Section (Collector) Roadway section (Planted Collector) Roadway Section (Major Local) Roadway Section (Minor Local) Roadway Section (Patio, Cottage, Townhouse) Golf Cart Underpass silt Fence Temporary Stone Ditch Check SHEET NO. 1 Insert 2-3 Insert Insert Insert Insert 4 5 6 7 8 9 10 11 12 13 14 Insert 15-16 17 18 19 20 21 22 Insert Insert 23 Insert Insert 24 25 26 27 28 29 30 31 32 I I I m ~ II tJ D g R I I I I I I I I I I Catch Basin Detail Inlet Sedimentation Control Outlet Protection Detail Sediment Basin Filter Basin Wet Detention Pond 33 34 35 36 37 38 '. I I I I I I .1 M I I I I I I I I I I I PROPERTY DESCRIPTION Cypress Landing is located on Chocowinity Bay just southwest of the town of Washington, North Carolina. The property encompasses approximately 874 ~ acres including 789 ~ acres of high land and 85 ~ acres of wetlands. Approximately three fourths of the property is located between Chocowinity Bay and SR 1123. The remaining land lies between North Carolina SR 1123 highway and the Carolina and Northwestern Railroad. The property has a rich variety of physical characteristics. A thorough analysis of the archeological resources, soil types, topography and surface drainage, and vegetation has been undertaken by the applicant as part of the planning process. A thorough archaeological study has been prepared for the site. The study indicates that there are no sites of archaeological significance on the property. A few 19th century brick production sites were located, excavated and artifacts documented. These sites will not have an impact on the master plan. There are several soil types encountered on the site. Soil identification and interpretation was obtained from Beaufort County, North Carolina, special Soil Survey Report dated July, 1984. In general, the soils range from fine sandy loam to loam to mucky peat in the wetlands. All soils are of low to very low permeability and therefore are unsuitable for septic systems. Topographic information was obtained from a survey prepared by Rivers & Associates, dated November 16, 1987. The topography consists of flat to slightly rolling terrain in the upland portions of the property and transitions to a series of gently rolling bluffs along the water, which drop in elevation from 25'-30' to 5'. The site drains primarily through one dominant water shed, which outfalls through a wooded wetland at Silas Creek, and through two smaller watersheds, one emptying through Rice Patch Creek and the other through a wooded cypress wetland into Landing Creek. Vegetation has been classified using infrared aerial photography from the U.S. Department of Agriculture (NHAP 81 307 157-X) and verified by site visits. There are two distinct types of vegetation found on the property, wetlands and uplands. The wetland vegetation includes hardwood drains that flow to Chocowinity Bay and cypress swamps and grassed areas along the edge of the bay. These wetland areas (85.1 acres) have been delineated by the applicant and approved by the u.S. Army Corps. of Engineers as to the extent of jurisdiction. Upland vegetation includes distinct areas of mixed hardwoods and pines, and areas of cultivated pine plantation. To the applicant's knowledge, there are no endangered species or threatened species on the property. Page 1 I m m ~ II ~ ~ g I ~ ~ I ~.'... mJ m n g I I I I MASTER PLAN Cypress Landing is planned to be a private permanent residential and second home community of 865 dwelling units on 874 ~ acres. The community is intended to respect and capitalize on both the natural beauty and drama of it's site and the history and traditions of the area. Cypress Landing will utilize the natural amenities inherent in the site (access and views to the Bay, wetland conservation areas and mature forests) while incorporating new amenities to meet the needs of its resident community. Those amenities include an 18 hole golf course, clubhouse, pool, tennis, bayside park (common), pavilion, marina, shores ide marina facilities, community garden plots, small convenience shopping area and leisure trails for recreation and nature interpretation that links the various amenities through preserved natural corridors. All aspects of the Master Plan are designed to conform to the topography, preserve wetlands and forests, and reduce the development's impact on the natural environment. The enclosed Conceptual Master Plan and Development Summary that follows, outlines in more detail the planned development of the property. MARINA PLAN To avoid proliferation of individual docks a private marina is proposed. The marina is located in a deep water, open basin area and no dredging will occur in these Class SC waters. Slip orientation is designed in response to the East/West fetch which effects the predominate wind tides in this area. Tidal flushing will occur as it has in the past. A pier design includes 302 slips. The pier systems extend 540 feet offshore towards the channel, well within the 665 feet allowed by the "one third rule". The proposed marina utilizes approximately 65 percent of the area allowed based on 27 SF per 8800 LF of total shoreline. The location of the fueling facilities are governed by the Petroleum Consolidation Act 1928. Two (2) three-thousand gallo~ (3,000) below-ground fiber glass tanks will be located approximately 160 feet from normal water level and 60 feet from proposed structures. Suction and vent pipes will be encased in concrete where possible. Suspended pipes on pier will be UV tolerant and anchored to provide suitable support. Page 2 M I I ~ I g m R I I I I I I I I I I I An angle check valve will be fitted at the junction of the suction line and tank pipe. A pressure reducing valve will be fitted in line prior to connection to the pump. Single spirit pumps will be provided for petroleum and diesel distribution. Locking devices will be placed on the manhole cover and at the fill and dip pipe cap. Pump out fixture will connect force main to wet well. Wet well collection will feed gravity system which is treated by community facilities. Suspended pipes on pier will be UV tolerant and anchored to provide suitable support. Below grade force main will have 3 feet cover. Pump-out system will house a diaphragm-type, 3/4 Hp single phase gear head motor. switches are internally mounted and protected from the weather. A shut-off valve (Suction isolation ball valve type) is supplied along with a site glass on all hoses to provide them with drip-tight shut-off while not in use operating range is from -20 degrees F to 150 degrees F. WATER DISTRIBUTION AND TREATMENT Water will be supplied at the development by a 400,000 gallon per day well system which includes two wells with treatment and storage. Ultimately, a one day supply for storage will be provided in an elevated tank, but in the interim, pressure will be provided by a hydropneumatic tank until the distribution system is approved to serve in excess of 300 users. It is anticipated that the well system will withdraw water from the Castle Hayne aquifer at approximately 150 to 170 feet below the surface. Treatment generally required for waters from this aquifer to comply with the recommendations of the N.C. Division of Health Services for drinking water includes aeration, detention, filtration, softening and chlorination. The design and location of the wells, treatment plant, hydropneumatic tank, elevated tank, and water distribution system will be coordinated with and in conformance with the N.C. Division of Health Services regulations and recommendations. WASTEWATER COLLECTION A gravity sewer collection system will be utilized to collect wastewater from the development and transport it to the treatment plant. The collection system will consist of 10-inch and a-inch gravity lines, sewage pump stations and' force mains. The sewage will be collected and transported to the main pump station which has a pumping capacity of approximately 600 gpm. The main sewage pump station will pump wastewater to the oxidation ponds at the treatment plant. The collection system and sewage pumping stations will be designed in accordance with the N.C. Division of Environmental Management rules and regulations. Page 3 I I II.. !I n I I I I I I I I I I I I I I I WASTEWATER TREATMENT Treatment facilities southeast of the development will be constructed for the purpose of treating wastewater from this development with an additional capacity to serve other properties. Cypress Landing will generate, at ultimate development, approximately 360,000 gallons per day of wastewater. The wastewater treatment facilities will be designed for and request a permit for 500,000 gallons per day treatment capacity. The treatment site is located southeast of the proposed development on the southwest side of the railroad tracks along SR 1125. The treatment facility will consist of two oxidation ponds, a storage lagoon, a chlorine contact chamber, an effluent pump station, 10" PVC distribution line, and twenty spray irrigation fields. The facility encompasses approximately 676 acres of upland pine plantation including buffers. Dennis J. Osborne and Associates performed an analysis of the spray irrigation fields. His analysis established a water budget for the spray fields and a hydraulic loading rate for the wastewater effluent. Recommendations were made regarding the retention time for the oxidation ponds and the storage lagoon. This information will be submitted to the Division of Environmental Management for their review and approval. DRAINAGE There are two very distinct tributaries that traverse the proposed development. One is Rice Patch Creek which is the northeast boundary of the property. The other, is silas Creek which a majority of the development drains into. Its watershed extends to the Carolina and Northwestern Railroad. The existing topography lends itself to the development of lakes as amenities to the property and as a method of improving the quality of stormwater. A lake system is proposed on the Silas Creek watershed. The main dam for these lakes will be west of and outside of the wetland limits. The lakes have an approximate surface area of 36 acres. From either the natural lay of the land or by the diversion of stormwater these lakes will collect runoff from approximately 483 acres of the development (55 percent). Of the remaining 391 acres, 85 acres are wetlands; therefore, the lake collects approximately 61 percent of the runoff from the developable land. The lakes will be designed to meet the storage requirements put forth by the Division of Environmental Management for a stormwater management plan. Water from the lakes will be used to irrigate the golf course and a raw water well will be developed to augment the water supply. Page 4 ~.. E! ~ iii........' E! ~ ~ I I I I I I M g g g a I I I Stormwater runoff along the major roads and single family lots will be collected in drainage swales and transported to the natural low drainage features. Along the north end of Silas Creek beyond the dam, along Rice Patch Creek, along the northwestern portion of the project adjacent to Chocowinity Bay and south of Landing Creek the runoff collected will be transported through the natural features and discharged into wetland areas or appropriate detention areas. The Patio Home Sites, the Cottages, and the Townhouses will utilize valley gutters and piped storm drainage systems to collect and transport runoff. These systems will be routed to discharge into the lake where practical and into na~ural vegetated drainage ways with adequate length to provide treatment of runoff. The high land areas at the marina facility will be collected and discharged into the lake. The low land portion of the marina will be collected and discharged into an impoundment meeting the Division of Environmental Managements stormwater regulations. The installation of the stormwater impoundment and the location of the marina facility northwest of the mouth of Silas Creek will aid in minimizing the water quality impact at the marina. A stormwater management plan will be developed for each phase of the development to comply with all state regulations. During construction temporary measures will be installed in order to minimize erosion and sedimentation. In the ,lake area a temporary sediment basin will be installed to collect sediment laden runoff. Its surface area will be designed such, that the basin will operate with a high degree of efficiency in settling sediments. Sheet runoff from the golf course, club house facilities, and marina facilities will be filtered with silt fences or collected in silt ditches. Runoff from swales will have velocities reduced and sediments collected with the use of temporary stone ditch checks or gravel and rip rap filter basins. Disturbed areas will be seeded and mulched with either permanent or temporary seed wi thin 30 days of the completion of active construction. Area estimated to be denuded is 270 acres. Page 5 '" I I I I I I I I I I I I I I I I I I I CYPRESS LANDING CONCEPTUAL MASTER PLAN DEVELOPMENT SUMMARY LAND USE UNITS ACREAGE A. SINGLE FAMILY DETACHED DEVELOPMENT 1. single Family Lots: Average Lot Size: 120' x 150' ( . 41 Ac.) Average Lot Size: 80' x 150' ( . 27 Ac.) 2. Patio Home Lots: Average Lot Size: 60' x 120' ( . 17 Ac.) 3. Bay Cottages: Average Lot Size: 50' x 90' (.10 Ac.) 400 238.5 +\- Ac. 172 72 . 3 + \ - Ac. 152 35.3 +\- Ac. 117 13.0 +\- Ac. TOTAL 841 359.1 +\- Ac. B. SINGLE FAMILY ATTACHED DEVELOPMENT 1. Town Houses 24 3.7 +\- Ac, C. COMMERCIAL AREA 1. Convenience shopping Center 3.0 +\- Ac. D. COUNTRY CLUB 1. Golf Course - 18 Holes (7045 +/- yds.) 128.4 +\- Ac. 1 ~ ~ n I R I I I I g I I I R I I I I I CYPRESS LANDING CONCEPTUAL MASTER PLAN DEVELOPMENT SUMMARY LAND USE UNITS ACREAGE 2. Club Area - Clubhouse - Practice Green - Practice Fairway - Pool House - Adult Pool - Tot Pool - Tennis Courts - 200 Parking Spaces 26.6 +\- Ac. 3. Golf Maintenance Area 2.4 +\- Ac. TOTAL 157.4 +\- Ac. E. THE LANDING '. 1. Common (Bayside Park) 2. Pavilion (5,000 s.f. Roof Area) 3. 302 Slip Marina 4. Shores ide Facilities (10,100 s.f. Roof Area) - Dock Master - Ships Store - Yacht Club - Restaurant - Offices - Showers/Restrooms - Maintenance/Storage - 165 Parking Spaces 5. All Buildings Meet 30' Setback Requirements TOTAL 12.5 +\- Ac. F. RESIDENT'S BOAT/RV STORAGE 1. Boat/RV Storage 6.0 +\- Ac. G. COMMUNITY GARDEN PLOTS 3.0 +\- Ac. 2 m ~ ~ m , EJ ~ . H. ~ ~ 8 ~ g ~ ~ ~ M ~ ~ I R CYPRESS LANDING CONCEPTUAL MASTER PLAN DEVELOPMENT SUMMARY LAND USE UNITS ACREAGE COMMUNITY SERVICES 1. Community Maintenance 2. Water Treatment Facility TOTAL 1. 0 +\- Ac. 1. 0 +\- Ac. 2.0 +\- Ac. I. OPEN SPACE AND LEISURE TRAILS 1. Wetlands - Acres Preserved - Acres Road Crossing 2. Buffers 3. Leisure Trails and Open Space Linkages - Asphalt and earthen trails Boardwalks and bridges over wetlands and ravines Overlooks and interpretive signage Dedicated open spaces in wetland, between lots, along the golf course, as necessary for the leisure trail system to link the amenities. 4. Lakes - Provide views, recreation ~. Impounded by dams in the Silas Creek watershed above the wetland and south of SR 1123. 5. Bayside Setbacks Residential structures along the bay will be required to meet stringent setbacks for preservation of trees to protect the visual integrity of the forested bay edge. TOTAL 3 85.1 +\- Ac. 84.6 + \ - Ac. 0.5 +\- Ac, 17.7 +\- Ac. 109.2 +\- Ac. . 35.0 +\- Ac. 239.8 +\- Ac. A I I I I I I I I I I I I I I I I'. ., I. I CYPRESS LANDING CONCEPTUAL MASTER PLAN DEVELOPMENT SUMMARY LAND USE UNITS ACREAGE J. ROAD RIGHT-OF-WAYS 1. Major Project Entries - 2. Club Entry Drive - 3. Major Local Residential 4. Minor Local Residential 5. Patio Home - 6. Bay Cottages - TOTAL COMMUNITY TOTAL ACREAGE COMMUNITY TOTAL DWELLING UNITS COMMUNITY DENSITY '. 100'-150' 100' - 60' - 50' 40' 40' 4 19.8 +\- Ac. 2.6 +\- Ac. 20.6 +\- Ac. 32.1 +\- Ac. 7.4 +\- Ac. 5.1 +\- Ac. 87.6 +\- Ac. 874.1 +\- 865 1.0 DUlAC I I I I I I I I I I I I I I I I I I I " 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. '1~1~PPLICANT~e_ Co. a. Name Weyerhaeuser Real Estate Address P.O. Box 1391 City New Bern State Zip 28560 1 Day phone X Landowner or b. Project name (if any) NC 633-7522 Authorized agent Cypress Landing c. If the applicant is not the landowner, also give the owner's name and address. "'1J'J~ i~." LpOROCJAETCITO~:, .2~,~~~~~g~Ri1~r;' .,,"'1 r, ~~, <~. .:u;6h':':;,!.~'~"'''jo.,~,.~~, ,v." a. Street address or secondary road number SR 1123 b. City, town, community. or landmark Chocowinity c. County Beaufort d. Is proposed work within city limits or planning jurisdictionl No e. Name of body of water nearest project Chocowinity Bay ,'3 ',DESCRIPTlONAND PLANNED ,k~ U~E, OF PROPOSED:,PI,t.OJ~qT( a. Describe all development activities you propose (for example, building a home, motel, marina, bulkhead, or pier). Marinar Bulkhead. Riparian Featuresfclubhouse. 0001. ship's store. golf course .boardwalks: 1100'/coastal marsh, 7100'/wooded 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? New Work c. Will the project be for community, private, or commercial use! Private & Commercial , '.., d. Describe the planned use of the project. Mixed use development: single family res 1 dences, commerc i a 1, go 1 f course, marlna , J 1-'.'" ,....'1 f,"'~:.'-,~/,: ; -L a. Size of entire tract 874+ / - b. Size of individual lot(s) See 01 ats c. Elevation of tract above mean sea level or Na~ tional Geodetic Vertical Datum 2 - 3 2 d. Soil type(s) and texture(s) of tract see olats e. Vegetation on tract Wooded f. Man-made features now on tract None g. What is the CAMA Land Use Plan Classifica~ tion of the sitel (Consult the local land use plan.) Conservation X Transitional Developed Community Rural Other h. How is the tract zoned by local government? N/A i. How are adjacent waters classified? ,r, ,R j. Has a professional archaeological survey been carried out for the tract? Yes If so, by whoml Gordon Watts of Tidewater Atl nti "'UPLAND'DEVELOP . . '~1~'- .......,.";~' ~Illi~....... rch Complete this section if the project includes any upland development. a. Type and number of buildings, facilities, or structures proposed C llJ bhou SP r pnn 1 r tennis courts. 90lf COlJrsp (see olats) b. Number of lots or parcels Rfi5 c. Density (Give the number of residential units and the units per acre.) 865 (1 un; t Dpr acre) . d. Size of area to be graded or disturbed 340+/- 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 submitted to the Division of Land Resources? No f. Give the percentage of the tract within 75 feet of mean high water to be covered by im~ permeable surfaces, such as pavement, buildings, or rooftops. 1 11~ g. List the materials, such as marl, paver stone, asphalt, or concrete, to be used for paved surfaces. Bltumlnous Concrete h. If applicable, has a stonnwater management plan been submitted to the Division of En- vironmental Managementl No i. Describe proposed sewage disposal and/or waste water treatment facilities._ Lilgnnn, and spray irriQation j. Have these facilities received state or local approval? No k. Describe existing treatment facilities. N/A 1. Describe location and type of di~harges to waters of the state (for examplej1'surface runoff, sanitary wastewater, industrial/commercial effluent, or "wash down"). None No m. Water supply source We 11 s 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 CA" A Tlo~t~'ANO 'F1LI:,' .' . INFORMA TlONt~{i~r~.i;~ij.. ',if~t~1 , .J... . , "lllt'i::~,i.,I;II~~\~ 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 (Ml W) or (NWL) N / A Boat basin N / A \, 'I Other (break- water , pier, boat ramp, N/A rock jetty) Fill placed in wetland or below See MHW Upland fill See areas w' b. Amount of material to be excavated fro?j below water level in cubic yards -- c. Type of material N / A d. Does the area to be excavated include marsh- land, swamps, or other wetlands? No r: ~:~~::~~~do;:~~i~fs~~i~ ~~:~c Gg~df ~~~~~~O & g. Location of spoil disposal area Go 1 f C:OIJr~F' and Roads h. Do you claim title to the disposal area? Yes If not, attach a letter granting pennission from the owner. 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? No k. Will the fill material be placed below mean high water? No I. Amount of fill in cubic yards N / A m. Type offill material N/A n. Source of fill material N / A o. Will fill material be placed on marsh or other wetlands? Yes - one road cross i nq p. Dimensions of the wetland to be filled 180x 1 00 q. How will excavated or fill material be kept on site and erosion controlled? see olats r. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulicdredge)? Drag1ine, backhoA, pan. dozer s. Will wetlands be crossed in transporting equip- ment to the project site?--Ha. If yes, explain the steps that will be taken to lessen en- vironmental impacts. ~7lSHORELINE''' ST ABILIZA TlON' ~1 a. Length of bulkhead or riprap 600 ' b. Average distance waterward of ' mean hiRh water or nonnal water level 2 I + / - .. c. Shoreline erosion during preceding 12 months, in feet 2 '+/- d. Type of bulkhead material Treated 1 umber & e. Amount of fill, in cubic yards, to be placed below mean high water 200 C Y f. Type of fill material Sand I I Rid I I I I I I I I I I I I I conlt 2 I I I I I I I I I I I I I I I I I I I I I l ~8.iADDlT10NAL;INFORMA nol'i~ 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 Vz x II white paper. (Refer to Coastal Resources Commission Rule 7).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 O.S. 1l3-229(d). Name Address Harold Lane Rt. 2 Box 66-R Washingtonr NC ?7RRq Wachov i a Bank & TrIJ~ t K.E. Moore for Margip F Mnnrp and Opal Rakowsk i..-at.. a 1 P.O. Box 27886 Raleigh. NC 27611-7886 ATTN: Rick Joyner 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 ha%ard 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.O.S. Il3A-I to 10). 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. 1 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. I g ;t. day of /v{Av d- 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 OeM office and addresses and phone number. 3 I I I I I I I I I I I I I I I I I I I I I I MARINA I DEVELOPMENT I I I I I I I I I I I I I I I Fonn DCM-MP-2 Attach this fonn to the Application for Penn its to Develop in North Carolina's Coastal Area. Be sure to complete all other sections of that application which relate to this proposed project, including ~Iand areas, even if duplicative. All shore-based fkilities must be included in application and work plats. \(t~~.~RI.NA CHA~S~E~l~r~FS:i a. Check below the type of marina proposed. Commercial Public X Residential . b. Will the marina be open to the general public? No c" If there is residential development associated with the marina. how many units or lots are planned? 865 d. Check all of the types of service to be provided. Full service, including travel lift and/or rail Dockage, fuel, and marine supplies Dockage ("wet slips") only Number of slips 302 Dry storage Number of boats Boat ramp(s) Other (describe) X X e. Check below the proposed type of siting. Land cut and access channel Open water with dredging for basin and/or channel X Open water, no dredging required Other (describe) Describe the typical boats to be served (for ex- ample. open runabout, c~arter boats, sail boats, or mixed types). 60% sallboats, 40% power g. Typical boat length 30 ' h. Maximum boat length 40' Are any floating buildings planned? No If so, describe. f. i. a. Check each of the following sanitary facilities which will be included in the proposed project. Office toilets X Toilets for patrons Number 10 Location Yacht Club & Pavi 11 ion X Showers X Boat holding tank pumpout Type and location Sel~-servi~e: . 9diacent to fu~11n9 facllltles b. Describe treatment type and location for all sanitary wastewater. Pump out fi xtures collected by aravitv. treatment bv community system c. Describe solid waste, fish offal, and trash disposal. Onshore refuse servi ces d. How will overboard discharge of sewage from boats be controlled? None oermit ted. pllmpollt f ilr. i 1 it i pc; pro v i ded e. Give the location and number of "No Sewage Discharge" signs propo~ed. At head of each pler & in office f. Describe the'special design. if applicable, for containing industrial type pollutants. such as paint, sandblasting waste. and petroleum pro- ducts. N / A g. Where will residue be disposed of? N / A h. Give the number of channel markers and "No Wake" signs proposed. None Note: Regulatory signs such as these require ad- ditional approval by the N.C. Wildlife Resources Commission. i. Give the location of fuel handling facilities and describe the safety measures planned to protect area water quality. Fue 1 located off separate transient dock. safety valves and operation manual provided j. Describe design measures that promote boat basin flushing or circulation and reduce water quality impacts. Open Water Basin k. What will be the marina policy on overnight and live-board dockage? None a 11 owed 1. Is the proposed marina located near any shellfish leases? No If so, give the name and address of the leaseholder. m. If this project is an expansion of an existing marina, what types of services are currently provided? N/ A n. How many slips are now available? N/ A " 5 I I I I I I I I I I I I I I I I I I I I I I I I I I, I I I I I I I I I I I I DEPARTMENT OF THE ARMY WILMINGTON OISmICT. CORPS OF ENGINEERS P.O. SOX 18aO WILMINGTON. NORTH CAROUNA 2B402-1890 FeQruary 17, 1989 IN REPl.Y REFER TO Regulacory Branch Mr. John Doughty Weyerhaueser Real Escace Company Post Office Box 1391 New Bern, Norch Carolina 28560-1391 Dear Mr. Doughty: Reference our letter dated March 1, 1989, and the plat for your Chocowinity Bay property located near Chocowinity, Beaufort County, North Carolina. This is to confirm that the survey of the wecland boundaries accurately reflects the locations of Corps of Engineers' regulatory jurisdiction and is acceptable to this office for that purpose. Thank you for your cooperation in this matter. If you have questions please call Mr. Ernest Jahnke at telephone (919) 251-4467. Sincerely, ~ ~~ Ch~ s W. H lis ~ie . Regulatory Branch Copy Furnished: Mr. David Gossett Washington Regional Offlce North Carolina Division of Coastal Management 1502 Norch Market Street Washington, North Carolina 27889 -, I I I I I I I I I I ~ I ~ ~ ~ g g n D A Weyerhaeuser P,O, 8111 1391 Streets Ferry Road New 8em. Nonh Carohna 28560 Tel 19191 633 7100 March 6, 1989 To Whom It May Concern: This letter is to confirm that Weyerhaeuser Company is the owner of that property containing 676 acres that Weyer- haeuser Real Estate Company proposes to use for a wastewa- ter treatment and land application system and that Weyer- haeuser Company has given permission to Weyerhaeuser Real Estate Company to use the property. Sincerely, ~~ DOUg~Yl ton Land Use Manager -, ~ BY ........m..........CA TE??-Il0c.ls:=J CHKD. BY .__........ DATE..____mm.. 5 U ElJ ECT...____.... ..___. .._............ ............. ................ _.J?gWf.?:N__.....gec€;11?I...............m.... __...Y@gJ.EtUTIQ.bJ..........m-.............. SHEET NO ...__.__..__OF,....___ JOB No..9Z3.~Z.8._3.>_ o SENDER: Complate It.m. 1 .nd 2 when addltlon.1 ..tv~" er. dnlred. Ind compl.t. Itam. 3 .nd 4., ' ' pui.your .ddr... In the "RETURN TO" Spec. on tn. ,..".n. .Id.. F.lluA to dO thl. will prwant thl. card from being returned to you. The retum rt"C.IOf f.. will orovld. YOU t"e nl!!me of t". o,,"non d.llver.o to In" the dlt. of dallverv. For IOdltlonl1 f... tn. following Mntlcn ar. Iv.llaol.. Conault ponmuter for fa.. .nd check ooxl_) for Iddltlon.' .arvlc.I.1 rlQua.tad. 1. 0 Show to whom d.llvared. d.te. .nd .ddr....... .ddr.... 2. 0, R..trlct.o Olllver.,. t(E;UN chlJrt~lt t(EJCrN chlUT~lt 3. Artlc:ll Addrnaeel to: 4. Artlc:ll Number I!l!I. SENDER: Com plat. item. 1 .nd 2 wh.n .ddltlon.' ..tvle.. er. d..ired. .nd compl.te item. 3 \J and 4. Put your .ddr... in th. "RETURN TO" Spac. on th. rav.n. sid.. F.llure to do thl. will prlYlnt thi. card from O.lng raNrned to you. Th. return r~elot 1-. will orovl..,., vov the "e"'e 01 the o-non deliver,," to .nd the dat" of d.liverv. For .ddltlon.. fHl tn. following UltvIC" .r. .v.il.OI.. Conault postm.n.r for 'HI .nd check ooxl_1 for .ddltlon.. ..rvlc.h) rlQu..tad. 1. 0 Show to whom d.II"ared. d.t.. and .ddr....... .ddr.... 2. 0 Restricted O.lIvary t(EJCrN chlJrt~)t t(EJCrN chlJrt~lt 3. J:~~;~ tB^Ni' ~ -r~6T ? ~rtiC:la Number KG M~ F~ ~le ~CC\-<.e, ~ OPAL. AAt<.cx.oS\.<.\ I E..T.A\... ?O. 1OO'X" ';>'i9~(P y:zAL6, c,;.1, JJc. ~, (.g Il - ; fJB~ ~roJ'. ~<::~ ,jO N~ ~ ~ m ~ ~ M~. \-\-~~ LANE \Qoc..>1'E, do- 50><. l.I1 Co - e WAsHIN6>J"O...J t'J.c. ?-'10<6 II fJ I 5. Signature - Addreuea X 6. X Signat\.l/'8 -, Agent g 11 U.S.G.P.O. 1117.17..2111 D .1 _ _ n I) !J D n g g 5. Signat\.lra - Addressee X 6. Signat\.l,. - Agent X 7. n ,. u.s.G.P.O. 1987.17..261 D I '1 ~ l5 Typo of SaNic:a: g Re;;imi-od riJ..<:Ortl fI eel o Expreu Mall o Inaured o COD AIWlIY' obtain signatuA of addrnae. oragantand DATE DELIVERED. 8. Addressee'a Addresa (ONL Y if requested iUld fee paid) DOMESTIC ReTURN RECEIPT ...' Type of SaNic:a: o f3.0g im red l3""" Ca rtl fi ed o EXPl1lU Mail o Inaured o COD Alway. obtain signat\.l/'8 of addnruae orag:nund DATE DELIVERED. 8. Addr~IG'a Address (ONL Y if requestaJ and fet: paid) DOMESTIC ReTURN ReCEIPT ... I r I I ~ ..- p .1. I " ..c.)..- '.' .. ~ NORTH O. NOSCALE C::::~F=>> ~ E: ~ ~ L-F=l ~ c::J 11'-1 C3 E:3E:F=lLJF'"c)~~ C::c)LJ~. f'J. c::. VICINITY MAP MCKIM & CREED WEYERHAEUSER REAL ESTATE co. SHEET NO. 1 .,' I..... : . . . .. I I I I I ., ~.'.. .1 ',I I .. " I ::1 ,I m I 9 ~ I I .' .j r_ ' . I,'. ":.. .... ,." : DIVISION OF ENVIRONMENTAL MANAGEMENT ...,:. . Submittal Form for Projects Using Density Limits for Stormwater Control PROJECT DATA ~PROJECT SITE' DENSITY FORM Name of Project: c)'press Landing Location (County, Township/Municipality, Address): Be'aufort County, NC' Applicant Name: W~!yerhaeuser Kea.l J:.St;at;~ I.,;U~ Mailing Address: P. o. oox U~.l Newbern, N~ ~~~bU-.lj~.l Phone No.: (919) 633-7522 Submittal Date: March 13, 1989 Brief Description (include map and appropriate drawings): 874 acres private. permanent, residential, second home coP.1Il1unity of 865 dwelllng unltS. Water Body Receiving Stormwater Runoff: Name of Water Body: Chocollinity Bay Classification of Water Body: SC, SB Total Area of Proposed Project (acres): State/Federal Permits and Approvals Required: (Check Appropriate Blanks) 874 Acres CAMA Major X 404 Permit X 'Other (specify): CALCULATION OF BUILT-UPON AREA Sedirnendation and Erosion Control DEM/DHS Sewage D~sposal X X (Built-upon area means that portion of an individual development that is covered by impervious or 'partially pervious cover including buildings, pavement, recreation facilities, etc. but not including decking.) a) Built-upon area: 128 acres b) Total project area: 874 acres % built-upon = built-upon / total project area · 100 % built-upon area = 14.6 % If the water body receiving stormwatcr runoff is classified as SA, is the % built-upon area i 25%1 "ies N/A No N/A If the water body receiVing stormwatar runoff is classified other than SA, is the % built-upon area i 30%1 "ies N/A No NiA STORMWATER COLLECTION S"iSTEM Is t:he only ~ind of stormwater collection sys~am grass swales? Yes No X (Grassed-line swales should have a side Slope Qf 3:1 (H:V) or less.) . 2 ~ ,,:m. ! j ~ ~ I I ~ I g 'I ~ -- - , : If, ,no, . please provide a detailed description.. :' T,imitpn to 9atio homes, bay cottages, parking areas for marlna and clubhouse. BUFFER AREA Is the built-upon area at least 30 feet from mean high water of all surface waters? Yes X No If no, please provide a detailed description. (Note: Only boat ramps, public roads, public bridges and walkways to water related facilities are allowed within 30 feet of mean high water if the project is intended to meet stormwater control requirements through density limits.) DEED RESTRICTIONS AND PROTECTIVE COVENAUTS Do the deed restrictions and protective covenants ensure tha t subdivisions maintain the development consistent with the plans' and specifications approved by the division and include the State as a beneficiary of the restrictions? Yes No (Include a copy of the restrictions and covenants with this form. ) CERTIFICATION I, John Oouqhtv , certify that the information included on this submittal form is correct, that the project will . be constructed in conformance with this informati9n, and that to the best of ow dge,' the proposed'project complies with the requriement of C C 2H. 03 (b). . -- ;j -/ ~-89-- Date gent (see applicant) Address If agent, please list owner's name and address below: ~- DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN-OFF Regional Office Date Individual Evaluating Forms/Plant Date Regional Water Quality Supervisor cc: Applicant/Region/Mills/CF 3 _ .. _ .. !!!III _ .. _ _ .:J I';~n 1"""'1 I':~cl f'i!~1 P~il [','1,1 LZ'!i1') IJ!!lB SIll 0 c...;r~ 0 1:>0- ~"UZ., C/) - momr 0 ""0 (J)G>(D1:> }>- :0 ::01:>Z r mJ:> 0 ITI 0 . "U (J) c.. Im - ~()o~ IIN m f\) 0 :I: 0- 0 - -I .;3:Z" 0. m1:> (J) ... ,(0 L4'UW 0 :;0 0 C . _c 4 _ Z ,. 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SEE "E" ,. z o :0 '~ ~ r- ~ ~ -f m :0 r Z m - " /,--- \ '~7Z, I r I 'i ..d _ ---J "'" Q --- I - en 0 en " ~:J: .. ~o ~ en 2 Gl -CJ) ~:Cm r , ~ ~mm~ fTI en " " OeD] ):> ;;: , ;uz ~ r:l m [m \ o ~ r 0 :E -0 ,\ S200 -i m \ ~~]m en .m 0 --t m r (JJ ~m~m )> --t Z :0 ~--tn c - r )> )>ro - z OJ ~ " c Itl C I: ~~[r. - --t 0 - r ~ P4tCJj ~ r 0 0 ~C~] --t - . - z ~ C~~~k z -0 , m )> (i) ~~- 2 -t C/) 0 ::I: m --t r-cJ - -f OJ fT1 )> zO C/) OJ 0 m ~ (J) () , m 0 c ~ --t 0- ~ z c c P1 '2 m ~ -f :0 011 ,G) )> -< - 0 r- , - - ". ----. . .. _.u___ ._. (J) :I: /Tl (0 I'T1 -i Z P C::::""'r'J=>> ~ E: s=; =:; L-F=l1'J Ie:) I '" C3 E3E~LJFc)~-r:. C::ClLJ~ r"J. ,c::. BOARDW AL~< MCKIM & CREED WEYERHAEUSER REAL ESTATE CO. SHEET NO. 10 NOTE: MINIMIZE CUT MATERIALS WHEREVER POSSIBLE TO ACHIEVE COMFORTABLE CROSS SLOPES, IE ~ 2%. NO FILL TO BE PLACED IN WETLANDS - EXCESS TO BE REMOVED. DOWNSLOPE TIMBERS- LEAVE I" KEYWAYS F~ DRAINAGE 3'-0'.' rTREATED WOOD TIMBERS EXISTING GRADE~ --- -- -- --- ----- - -- --- _ __ " ..~~~ (0. ffi" ....................~~~ '-_. ~II-I 3" FINE GRAVEL ~ N ill ! =TREATED WOOD STAKES 4' O.C. PROPOSED GRADE: SLOPE TO DRAIN '. . NO SCALE C::::~F=> ~ E::::: ~ ~ L-F=l ('..J c:J I ~ C3 SHEET NO. E3Ef=tLJFa~-r: caLJ~. I"--J. c. PEDESTRIAN FOOTPATH " 11 MCKIM & CREED WEYERHAEUSER REAL ESTATE CO. LEGEND ,.. - -..... _./ EXISTING CONTOUR ~ NEW CONTOUR 404 WETLANDS LIMIT LINE ---- LOT LINE/ R-O-W 'r .,.r .",..-- ..... ~\ // ,_ZO/ '\ " /, I ,- /6 ' ,,, ,........ \. I / ........ I I / / - 10 - - -- , ... - 1\ I - ~--- ^- ""..- .... " .... --- " , ./ / / .... APPROXIMATE FILL = 7000 CY CORRUGATED METAL CULVERT PIPE MITERED TO CONFORM TO SLOPE (71-0" x 51-III) 84 :!: EL. 12.0 ,....... 6 I SHLDR. II I 2: I SIDE SLOPE I EL. 2.0 ' EL. 0.0 IIloo. II'" SECTION I , , , I \ \ \ \ \ \ . \ " SCALE: !" = 100' o ,.,. EDGE OF PAVEMENT C:::~F==> ~ E: ~ ~ L-F=I i'.IlCJ IIr'-J C3 SHEET NO. E3EF=lLJF=CJ~X C:CJLJ~. I"J. c:. WETLAND CROSSING 13 MCKIM & CREED WEYERHAEUSER REAL ESTATE ,co. ... a a PROJE9T SITE :" e =- NOTES: I. SOUNDINGS IN FEET AT MEAN 2. INFORMATION SOURCE: N.O. A.A, LOW WATER. MAP JULY 11981 NORTH 0 NO SCALE C::::~F==>> ~ E: ~ ~ L-F=l1'J c::J I f'...J C3 c:(=>> L-I~. 1'oJ. c:. ADJACENT CHANNEL SOUNDINGS MCKIM &: CREED WEYERHAEUSER REAL ESTATE CO. SHEET NO. E3E:FtL-lF"(=>>~-':: 14 I....' . .- --- :.;~ .'- ;;:- I I I I I , ~I , I '1 t. I 'I ::1 I I I I I I I .' r- ' . .. ..... . _0_' .'_.. DIVISION OF ENVIRONMENTAL MAN~GEMENT Submittal Form for Projects Using Density Limits for Stormwater Control PROJECT DATA ,MARINA SITE DENSITY FORM Name of Project: Cypress Landing Location (county, Township/Municipality, Address): Be>aufort County, NC Applicant Name:, Wl~yerhaeuser Real Estate company Mailing Address: P. O. Box 1391 Newbern, NC 2856U-1391 Phone No.: (919) 633-1522 Submittal Date: March 13, 1989 Brief Description (include map and appropriate drawings): 7.9 acres 0: faci!ities for marina l:'hich incluGc pavillion, shores ide facil i ties, parking, lval~vays, deckwg Water Body Receiving Storrnwater Runoff: Name of Water Body: Chocouinity Eay Classification of Water Body: SC Total Area of Proposed Project (acres): State/Federal Permits and Approvals Required: (Check Appropriate Blanks) 7.9 acres sedimendation an~Erosion Control X DEM/DHS ~ewage D~sposal X CAMA Major X 404 Permit X Other (specify): CALCULATION OF BUILT-~ON AREA -, (Built-upon area means that portion of an individual development that is covered by impervious or 'partially pervious cover inclUding buildings, pavement, recreation facilities, etc. but not including decking.) a} BUilt-upon area: 3.3 acres b) Total project area: 7.9 acres % built-upon = built-upon / total project area · 100 % built-upon area :::: 41.8 % If the water body receiving stormwater runoff is classified as SA, is the % built-upon area So 25%7 Yes No N/A If the water body receiving stormwater runoff is classified other than SA, is the t built-upon area i 30%7 Yes No NiA STORMWATER COLLECTION SYSTEM ta the only kind of stormwater collection system 9rags swales? Yea No X (Grassed-line swales should have a side Slope of 3: 1 (H:V) or less. ) 15 I",,'. .-:- ",... ., ,~ .., M . I ,I I I :~ ;'; ::.~ :1 'I l' , I ',g I I I I I I I : If:.~6, please provide a detailed, descripti~n.. . Hiqh qround facilities in piped collectlon sys~ern to laKe. Low ground facilities piped to stormwater C1ecent.ioll fd\.,;ll.Ll.j. BUFFER AREA Is the built-upon area at least 30 feet from mean high water of all surface waters? Yes X No If no, please provide a detailed description. (Note: Only boat ramps, public roads, public bridges and walkways to water related facilities are allowed within 30 feet of mean high water if the project is intended to meet stormwater control requirements through density limits.) DEED RESTRICTIONS AND PROTECTIVE COVENANTS Do the deed restrictions and protective covenants ensure that subdivisions maintain the development consistent with the plans and specifications approved by the division and include the State as a beneficiary of the restrictions? Yes No (InclUde a copy of the restrictions and covenants with this form. ) CERTIFICATION I, John Doughty , certify that the information ,included on this submittal form is correct, that the project will' .be constructed in conformance with this information, and that to th~ best of m knowledge, the proposed'project complies with the requriement f 5 CAC 2H 1003 (b). . :3 '/~-&9-,. Date (see aoolicant) Address If agent, please list owner's name and address below: -. DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN-OFF Regionai Office Date Individual Evaluating Forms/Plant Date Regional Water Quality Supervisor cc: Applicant/Region/Mills/CF 16 - ~ n ~ rn~ R> m~ ~ "tI ]] ~ ffi ~m JJO ~ en ]ffi ~ -< 'rn 7J en OUJ I-I ~mO ~ s: cr :~~] ~-i~Z r)> ~ r= ~O ~ 0- rt 'Z g Q ..... ~ u. - - -i o -i l> r ~ Ul ()./ N en O. (J1. O. (J1. r "U o Vi -i :0 OJ C -i 6 2 en en en en r r r C "U =0 =0 "U enenencn I I I I ()./ o N N m ~ogo \.. . '<, \ \ 0.\ \,\ -en =n II l> m~ o. .. (J) ::I: /TI ~ Z P en3 ~ :u 0 I!I!!I ... 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".'1.' . . .- ~ . o 8 - 40' SLIPS o 0 0 0 0 ,P 0 0 CJ) o o o o 8 - 40' SLIPS o 0 0 0 0 o o o o o (J1 N (J1 o o 0 o 0 0 0 0 C 16- 35' SLIPS'; 20- 35' SLIPS o o 00000000 o o o o o 0 o o o o 0 000 o o o 0 000 ~ 42.30' SLIPS o o o 000000000000000 o o o 0 0 0 o 0 0 0 o o o o o o I~ 0 0 0 0 0 0 0 0 0 ~ 44 - 25' SLIPS o ,0 0 0 0 0 0 0 0 0 0 ~ -i o 2 o ;;0 ~ 1> r en--i-i :r:(J100 O~-i-i :O~J:>l> m--'rr r01 Z i' ~ en rTJNl>:r: ::00 :0--'-:0 2rTJ 811l>r S(J1enZ :o--'cm ITlN:O O-'Tl" . 1> rnro 'Tlmro o 01>0 'Tl:O ITl 1>11 'Tl II o o o o 000000000000000 22 - 30' SLIPS rTJonro1>r I I I I I ~ ~ (J1 (J1 ~ Ul rj) ro ~ ()./ CXHD -f (J1. o. (J1. (J1. (J1. :r: o 'Tl "U m :0 == ~ rTJ ;U (J1 ~ ~ --J (J1 cn ~ N --- ___ 2 o "U...... -i ~ Ul ~ "U on (J):r: ml> 02 2 ~rTJ l>r x s::== CO ~-i :r: J:! II rTJen :0 en r(J1 rTJ . 2 Cl -i :r: II U1 ~ o . "';'l!I.in lj;~lF'1 , 4 (TYP.) @ N en. ~@) o r' o O' 0 I' 000 o 0 o 0 000 o 0 0 0 o o 0' o 0 0 0 o 0 (' 0 o o 0 o 0 0 0 o o o o N ~- o o 13,5' 13,5' @ o I~ o N o o 0 '.-' ,tC)\ 12,;) 12,5 '::::J o 0 r- o en o 0 II,5'11.5'@ C' 0 f '. o o 0 ~ C) 8 ~ ~ 'I "'\ ~ "'\ - (J) o l> (J) r o fTl .. ~ n ~ ~ ~ ~ ill" ~ 5i ~] ~z[m 0)> ~1I1 ~ OJ ]00 ~ )> '(n rrt en UJ ;u-O ~ZO ~ en Cr ~g~] ;uZ ~5t Z rrt Z ZO en G)' ~ en o- n{ 'Z Q o o . ...... (X) - BIB - .. IBIJ .. u. BIB L.c~ ...J o .C> o()Jo I~'J t~~ ", I o o o o 0 o o o o (J1 In o 0 000 o o o 0000000000 ~ o o o 01 OOUOOOOOOO o 0 o 0 00000000000000 o 00000000 o o o 0 o o o o o o o 0 0 0 o 00,000000000000 o o o o o - (J) ..: ~ (J)~ o .. ~ ~ U) :I: IT1 IT1 -l Z P Ul ()J o 0 o 0 o 0 (J1 m rrnm mnn o o o o 0 o 0 o 0 0 0 (]I (]I o o o o 0 o 0 o 0 o 0 0 0 o 0 o 0 o 0 0 0 o o o o 0 (J1 (J1 (J) o -Ci) ~~ mm ~~ -t l> r o o 0 o o o 0 o o 0 o (J) .C> o o o o o o f"""". o o 0 o c::::J 12~"'" ~ o . 1.:'''8) o o o o o o o 0 0 o 0 0 0 0 o boo 0 0 o o o o o 0 0 0 0 000 (J1 ~ o o 0 o 0 o 0 o '0 '0 0 0 o o o '> o o o 0 ( l {; t. ~ 0 0 0 ! ~ ' o :0 o c (]I (J1 0000000000000,0000 o o o o o o 0000000000000000000 o o 0 o o o o o o o o 0 o o o 0 o o o o o o o 0 o (J) N o o o o o " 0 0 0 o o 0 o Q 0 0 0 o o 0 0 0 (J) " o o 0 o o 0 0 0 Ol . 'N o ;~ 0 0 I ~rn ~I o ,. r;;;~~l ~'\2 I (]I ~ o o o ~o ...J o ,0 o o u o o o o (J) b o ~rr4 o 000000000000 o o 0000 op 000000 o 0 0 0 0 0 0 o'~ 0 0 0 r:moill o o o 0 0 0 0 oN 0 0 0 0 0 0 o ~ C) a ~ ~ 't ~ ~ ~ " lighl ~Iondord Seryleu duct -t VARIES SEE PLAN n- -...ale, leyel 0,0 5' Removoble lockers E.lended verlical bumpers Open joinled deck ~r~ hardware '.. ho<j\ ord bwwoler lcvc:l~_ ,__' 2.0", r-J --------- -4 Finger pic, ,------------ - Conlinuous Joists .._-, I ~----------- ------- FINGER PIER (CONSTRUCT SAME) Cron beams --------------------- Pressure treated pine piles. Vertical butrpc:rs Continuous stringc:t Cross brocing __________ - .0_-----. ______ ------- '" ~----- -- ---- -------.- --==--- - .-. -- - -" -- . - ---,--- --.......------.---- --.--- ~ - .. - -.------ . --------- - '. DEPTH OF WATER VARIES 4' - 6.5' ~ ~~"~ ~"~ ~ ~ ~~ ~,,~~ C:;~~ ~ E:: E::; E::; L-F=l "" c:J I f'.J C3 E3E:~LJ~c:l~-C: C=OLJ~. ~. c=. FIXED PIER' SECTION MCKIM & ,CREED WEYERHAEUSER REAL ESTATE co. SHEET NO. 19 I I I I I RAILING , 24" X 24" CAST-IN. PLACE. . CONCRETE CAP BEAM SLOPE TO DRAIN . SIDEWALK MEAN WATER LEVEL ~ 8" STEEL TIE ROD ~ 'PRECAST CONCRETE SHEET PILING I:' I I CONCRETE DEAD MAN ANCHOR ~ WASHED GRAVEL I- :z: LU :: c LU CD :: LU -. NO SCALE C:=""r"'~ ~ E:: S3 S3 L..F=l ('..J [::J I f'..J C3 SHEET NO. E3E:F=lLJF='CJFtL:' <<=CJLJ~. ~. <<=. CONCRETE BULKHEAD 20 MCKIM & CREED WEYERHAEUSER REAL ESTATE co. RAILING ____ TIMara WALING SlIl' PLANTER AREA flONl IlIVAlION I . " 'II I" :1,: I.i? ~ ~ ~lllll, .,11/1& "I~I/ L DarVE o lUll IN UNSTAIU SOil SlellON A.A PLACE CABLE ANCHORAGE AT INTERVALS AS REQUIRED HlAVY lOG oa DUDMAN J CAllY IUIXHIAD TO A rolNl WIU allow seoul C:::~~ ~ E: s:s s:s L-F=l1'""J CJ III'J C3 E3E: ~ LJ F'"(=>> ~-,:: C::c:l LJ~. 1"oJ. c::. TIMBER BULKI-IEAD MCKIM & CREED WEYERHAEUSER REAL ESTATE CO. SHEET NO. 21 NOTES: I. ALL EXPOSED MEMBERS SHALL BE TREATED WITH NATURAL 01 L FINISH. CLEAR HEART CEDAR . KILN DRIED WESTERN RED CEDAR 42" 0.0 WATERUNE ~ TREATED PILINGS NO SCALE C::~F=>> ~ E: ~ ~ L-F=l1""-J c::J IIr'"'-J C3 SHEET NO. E3E:f==tLJF"c:I~1=- C:c:lLJ~. ........... C. . GAZEBO DETAIL 22 MCKIM & CREED WEYERHAEUSER REAL ESTATE CO. (, ".~.. . . . . '.; co -$to o C- O I.a. " .-t,. " .;. :;" " . '-, , ~ , i ',I (. '. LIMITS OF WEYERHAEUSER PROPERTY NORTH 0 NO SCALE C:~F=> ~ E: ==> 53 L-F=l r'-I C) I f"-J C3 se: F=t LJ Fc::J ~-r.: C=c:::J l.-J~. I'J. 0. WASTEWATER FACilITIES LOCA.'fION MAP MCKIM & CREED WEYERHAEUSER REAL ESTATE CO. SHEET NO. 23 r ~ .~ , ~ , ~ l L: Seeding mixture Speclos Tall fescuo Pensacola Bahiagrass Sericoa lespedeza Kobo lespedoza Rata (Ib/acro) 80 50 30 10 Seeding notes. 1. From Sept. 1 - Mar. 1, usa unsc;uifiQd sericga seed. 2. On poorly drained sitos omit soricoa and inaeaso Kobo to 30 Ibl<lCto. 3. Whero a neat appoaranco is dosirod, omit sericoa and increase Kobo to 40 lbIacrl~. -. Nurso plants Betwoen Apr. 15 and Aug. 15. add 10 Iblacro Gorman millot or 151b1acro Sudangrass. Prior to May l' or after Aug. 15, ildd 25 Iblacro ryo (grain). Seeding dates Bost Early spring: Feb. 15 - Mar. 20 Fall: Sept. 1 - Sept. 30 Po:mlblo Feb. 15 - Apr. 30 Sept. 1 - Oct. 31 Soil amendments - Apply time and fertilizor according to soil tests, or apply 3,000-5.000 Iblacro ground agricultural Iimostono (uso tho Iowor rata on sandy soils) and 1.000 IbI<lCtO 10-10-10fertirlzer. Mulch Apply 4,000 lblaae grain straw or equivalont covor of anothor suitablo mulch. Anchor straw by tacking with asphalt. nGUing, or roving or by crimp- ing with a mulch anchoring tool. A di:;k with blados sot nearly straight can bo used as a mulch anchoring tool. Maintenance If growth is less than fully adequate, rofortiJiza in tho seCond year, accord- ing to soil tests or topdress with 500 lbIu:ro 10-10-10 fortilizor; Mow as needed when seneea is omitted from tho mixturo. Reseed, fortirlZo, and mulch damaged areas immediately. C:="'r"'F==> ~ E: E:5 E:5 L-F=t I'J c::J 9 f'.J C3 E3e::~LJFCJ~'::' C::CJLJ~. ~_ c::_ SEEDING SCHEDULE MCKIM & CREED WEYERHAEUSER REAL ESTATE CO_ SHEET NO. 24 r;: ::: "- 0: 0 o;t a: 0 ~ ....J ...J J: <( (/) - I- - (\J C\J lLJ Z W (/) W :::::. zwa: _1-4 Q(J}::l C f-<fO - (.O(/)CDU en I- W Z W a: <:;t := C\JW ;y c: ~ a. -- [ 0 t- oo 0 -o;r . "- W ...J .~ ...J 0 c:i 0 0 <0 ....J J: (/) - 0 o;t W ...J <( 0'. en o z " :: "- a: C:::"'y'F=>> ~ E: ~ ~ L.-F=II""JJ c::J D If"".J C3 SHEET NO. E3E:f==tLJF"c)~':"C C=c)LJ~ ~. c=. ROADWAY SECTION 25 MCKIM & CREED WEYERHAEUSER REAL ESTATE co. r I :: a: " i i -10 I"- -0 to c.o en w 0: - C\J C\J W g W C/) '. zwa:: ~ =..... oen=> f-<fO c.oCJ'lCDCJ a: e r- () w 0 ...J C/)lO ...J w- e u' iE I ~-o () 0 a w -C\J r- z f- <( z ~~l' ...J w a. <;;t :::!: - w > a: lO I"- c.o 0 to en W ~ ...J a:: 4: ~ " () (fJ e z 3: , a:: C:::~~ ~ e::::: =:; =:; L-J=I1'1I1C:) D f".JI C3 SHEET NO. E3E:~LJF="CJ~-r:. C::CJLJ~. 1'-.1., c:::. ROADWAY SECTION 26 MCKIM & CREED WEYERHAEUSER REAL ESTATE CO. ~ ........ a:: =- ~ ........ a:: '. 30'- a.. . 30'-0" 61 - 0" 12' -0 II 12'- 011 61 - 0" -. -2 114'/1 _ ~ ~ -- MAJOR LOCAL RESIDENTIAL NO SCALE c::~t==J ~ E: ~ ~ L-f=t f'"'.J ICJ 11'.1 C3 SHEET NO. E3E:f=tLJt="CJ~-c. C=CJLJ~. r"J. C=. ROADWAY SECTION 27 MCKIM & CREED WEYERHAEUSER REAL ESTATE CO. ~ ....... a: 3: ....... a: " 25' - a.. 25' - a.. 6' - a" la' -a.. la' - a.. 61 - a.. -2 ff4/j /1 _ .. ~ -- NEW GRADE AGGREGATE BASE COURSE EXISTING GRADE MINOR LOCAL RESIDENTIAL NO SCALE C:=~F=> ~ E:: ==:; ==:; L-F=ll'IlCllli"Jl C3 SHEET NO. E3E: ~ LJ ~c::>>~-r.:. C=C::>>LJ~. I"-J. C=. ROADWAY SECTION 28 MCKIM & CREED WEYERHAEUSER REAL ESTATE CO. R/W R/W 20' 20' 3.5' 21 101 10' 21 3.5' 1-2 " . 1/4 ;, 1/4": ,. ROLLED CURB .-.-- -' AGGREGATE BASE COURSE PATIO HOME BAY COTTAGE TOWNHOUSE NO SCALE C:::-...,..'J==> ~ E: =:; =:; L-F=I f'-..J ICJ IIl'--J C3 SHEET NO. E3E: F=t LJ F"c) ~-,:: C:::c)LJ~. f'..J. C:::. ROADWAY SECTION, 29 MCKIM & CREED WEYERHAEUSER REAL ESTATE CO. , t,:~;;1 . I,d,' . hit; I 09 a, [f a 8 a 8 [p I , I , ~ , I I , I a ~ I , a ,.1 ~ I , . ~-- I , I , _ _Cl)Cl!!!.!~~ _ _ _ _ \ 14 . I " I -------- \ I ~ I )> -"-"-"-"-" -.. -..- .-. -. -..-.. ..- ..~~~!!.~._.._..-..- Z I I I I - - - - - - - - 5 1- -I _c:Ll:P~ - - - - I I ~ .. C{ J._ ~ I 1, a q ! I, ) ~ I ~ 0 .~ m~ . R' (j)rn 1 ~O]] CTlr[ ~ -n ~m aD ~ )> ]m 88 ~ :xl 1m AJ-I ICO l>O ~~[r :~~] [fJ"TJ z ~ ~.. . [fJ en zo (f) CIJ' ~ 0- ~ 'z 0 ~ 0 V) U) :I: fT\ fT\ 0 -l Z P r-- , I r-- I ~ I ~ I I a I I a I I '. 83 [f i 8 D I cg B I I 004 SECilOlf DRIVE STEEL POSTS 18~ INTO GROUND AND EXCAVATE A 6~x 6" TRENCU UPHILL. '~~ONG THE LINE OF POSTS, WOOD POSTS q IN DIAMETER HAY BE USED, ATTACU'HIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE FENCE 6~ INTO THE EXCAVATED TRENCH, -. MAX. 10" BETHEEN POSTS ATTACH THE FILTER FABRIC TO THE WIRE FENCE ANg EXTEND THE BOTTOM OF THE FABRIC 6 INTO THE TRENCH, BACKFl1.L THE TRENCH Arm COMPACT THE'SOIL FIRMLY TO ANCHOR TIlE BOTTOM OF TIlE S I L T FENCE SO TIIA T RUNOFF IS FORCED TO GO THROUGH THE FENCE AND CANNOT GO UNDER IT. ISECTlorl\ HOTE:. Bottoa: of filter fabric IMJst be placed in trench and secured by either backfilling with soil material and tamping or by placlr washed stone to a height of 6- , above ground 1 eve 1. , HEIGHT: MA~. 3~ t11N, 2' BOTTOM OF HIRE FENCE AND FILTER FABRIC BURIED 6n IN EXCAVATED TRENCH, ~ STEEL POST DR I VEN 18" I tIT 0 GROUllO STEEL POSTS HIRE FENCE (HOG HIREn FILTER FABRIC "~':'''''''';';;I~I 1~ .".~~~,;:;. 'r,,... r.....1I ...ill"", ~J,'::E',' ~.,. ,.....J..~7'..~.';:t_. . '~'.i~oj~t!('.. II a __ 'f , NO SCALE C::-y"~ ~ E: s:::; s:::; '-.F=l1"J c::J I f'..J C3 SHEET NO. E3E I=t LJ F"Cl ~-.:: , C::CJ LJ~. .......... C::. SILT FENCE 31 MCKIM & CREED WEYERHAEUSER REAL ESTATE CO. vi .., ... x 0 2 t; D .e ... zs n ..~ . ~ d 5 fa ~ , ~ % 0 t= trl 111 . 111 .. 111 ... 0 ~ a: d 'u 3 =i ~ !:l fl ...... ~ Z 01 , v; ..,; ~ , ~.:. ~- !< f u." 2 . .., . t 3: I I I I eg lj> :18 ..,.., e::cc!.! ",,,,,,,, aO,"" ;;~ ~occ sg; ~.I'C... u~g::: de::o - ...~ l!"'~~ .-9",.., ~Q5~~ .. ~. ~ ~ ~ o ~ ~ > :1 3. 3 ~. ::., :t .ii ~~~ r& :wi ~d. ~ ~ SwJ oiEl! ~ is a"a gi 3= ~i~ tl.t;: ~~~ . tt~ ~!l :ie: u ..~~ .3~ ~~ ai~ ~~X ~~II ~til i~.t; .. 3 , I .., a .. n % o ... t ~ I.IJ 111 N. .J 0 c( .. ~ i u ~ ~' . ..J :I ~ a ~ ~ l: !:: :i :I o NO SCALE c:::~t==>> ~ E: ==> ~ L-F=t I"J CJ II'J C3 SHEET NO. E3E:FtLJF"c:J~~ C::c)LJ~. r"-J. c::. TEMPORARY STONE DITCH Cl-IEC~( 32 MCKIM & CREED WEYERHAEUSER REAL ESTATE co. OUTFLOW PIPE. FOOTING ~ c:: ~ > 41..4 BARS (ii) 12" a.c. EACH WAY 411 31- 4 II 411 SECTION NO SCALE , C:::""'"r"F==>> ~ E: ~ ~ L-F=l f'...J [:::J g Ii'""-J C3 SHEET NO. E3E: F=t LJ F"c::J ~-p. C=c::JLJ~ r"'J. c=. [I CATCH BASIN DETAil' 33 f!; . MCKIM & CREED WEYERHAEUSER REAL ESTATE. CO. WIR( FQ.lCE: 4 flL Ta FABKIC '. . NO SCALE C::"'r"F=> ~ E:::: =::; =::; L-F=l1f'..J c::J IIJ'o..J C3 SHEET NO. E3E:FtLJFc=l~a:: C=c=lLJ~. f'J. c=. INLET SEDIMENTATION CONTROL 34 MCKIM &. CREED WEYERHAEUSER REAL ESTATE CO. 1 z <( -1 n... U1 z 0 U1 Z " w ~ 0 0 Z w 0 -l i= w 1JJ (.) <( W -l Ul ~ 0 .. 0 Z l1.. W Ul 0 j Z w ~.~ ~ <( -l l1.. c:::..........,~ ~ E:: =:; ~ L-F=I f"-J c:J I ~ C3 SHEET NO. E3E: f=t LJ F"Cl ~-c I=:Cl LJ...-....rr-y. ~. 1=:. OUTLET PROTECTION DET AIL 35 MCKIM & CREED WEYERHAEUSER REAL ESTATE CO. ~ (I ~. 1\ C:::"""'r'F==> ~ E: ~ ~ L-F=l f'.J CJ B 0'0J C3 E3E:f==tLJF"C:J~-P: C=~LJ~ I'J. c=. SEDIMENT BASIN MCKIM & CREED ,WEYERHAEUSER REAL ESTATE co. Emer9Cncy Spillway r Sediment Trap -- " -- I '----/ \ '\ ) l_ --..... ..............- ----- ..---. . ! PLAN VIEW " Wafer ~ During Storm Sediment Storoqe . Ulimum ftTop VIid1h cr~ Sp-Jlway SECTION Outlet Pipe . I SHEET NO. 1 36 ; ~ i "- ~ .... u .... ~ .... .... c:3 .c t: c:1 O~ ~~ ~ Q,CO '. c:1 l::: W I-o~ -. 3= I -0 .J c..c:1 < w ~ 1-0 0 > LLJ 1-00 U) .J ~ 1-0 0 W j t: ~ :.z: > ~. c.. i= U) ~ u 0 1-0 U W 0 t) ..J a- :.z: 1-0 .. - U'I .. :2 ;)~ ~ a: ~ 0 4 ~ tJ ... W 0 4.- C,J W a- t: ... .... I 0 C. J I I ~ 0 ;: ~ I U'I c" I I .. <ti Z ..... g " 4Q I lD CJ) .... X I .. I j I :J <! .. I I a: z: m I ~ ~ I - J: I .. .. ~ .. .... I :!: Ik 0 I .. ,.. - 0:: .. ;; I .. - z: g W 8 I t: ... ... I ::l ~ ~ I 0 I x Q U .... 0 I ... .. <> .. .. .. w c ...... j':"'- -I '... g U'I IJ.. c XX ~ I - ..0 4- I .. ~.. I I ".. C- te '1 ~ .. .. r-~ <! .. .. I 3 I .. 00 ~"I ...... a: .. ..:z: ;).. . I J UU I .. ~ ~ I ~~ C- ... I ... ..... 2 0 .. I ....e C.... c ~ t- "" 0.. a:: I .. .. 1 I u_ ~.. a: .. I -.... Co.. W ~ 0 I IU x'" dj 0 ~ ...> .. ., 1 c" = .. I 2'" :~ 2 -.. ... u.. 0 I, I 0 ..J .. . " .. 3 ..... u.. ,- .f!' ~ . . W . . " , . . 1%3 . I ... > ~ '. " ... :. . '. . ~ 0& . ::f I.IJ I ... <! ~ .. " . " .. ...z: a: t) - . eo, a: .J ~ I ~. CJ . .' . .. W 0( ...'" ~ . II lD u ~/\ ...- 1-0 . . ~ U) .. I oe Q ." _00. . .' ;:) ::Ie > .. . " ~ a: :> .. : .. ~..' 0" 2'" C .... X 0 J _c c .' :.z: "w . . " t- oe.... <> '. . ." .. . " :lu ... Z . ~ .. '. 0 I- U w Vl ... NO SCALE C::""r"t=>> ~ E:: ~ ~ L-~ "'" CJ III'J C3 E3E: Ft LJ F"I:=J ~-c €=:I:=JLJ~. r"J. €=:. FILTER BASIN SHEET NO. 37 MCKIM & CREED WEYERHAEUSER REAL ESTATE CO. ( lU C) c:i a:: lU <t '-::i lJJ::C Z ::cO W- CI) == Lt.. .- - - a:C C~OLt.. ~-Lt..O l.IJ W~ ~~ ::c'- I-<t > lD_ -~ W-Z =:c. o CI) ~ C) Z' <t <t' W uW .lJJa::O~ >~ O::OC.U a.Lt.. .-CI) a: ~ CI) l.IJ C CDO ~ a:Z ~W W<t en~lD ~ W a:~ ~U . 0- dzw C> C> I-~=:<to:: u<t Z~ <t a:wt- a:zwl-O '-wzz~ I- a::C=:<t~ Z U =: 0 ::: en lJJ ~ :: . lJJ - '" CI) > C lJJ lJJ lJJ I- ...J U)lJJ 0 ~ =\\\\ C) z )-<t a: 0:: ~ ...J 5 \\\\ <to l.IJ a:t- lJJ > o::=: oU) > lJJ W ~ C) a. I ~ == a: lJJ a: lJJ .- ~ lJJ ~ t- =: ~ ~ - <t - X ::: <t ::: a: 0 z " , NO SCALE c:::~t==> ~ E: => => L-F=B ('..J C:J IIr'-J C3 SHEET NO. E:3E: ~ LJ FI:=>> ~L:" C::I:=>>LJ~ J'..J. t=. WET DETENTION POND 38 MCKIM &, CREED WEYERHAEUSER REAL ESTATE CO. r'-.... LANDING CREEK ---- ~~ '\ \ .,,'\ ''---- - - ~--- \ C'Jy o C' ------------- . o tv/ ~~ 1\1/ \ 1')-- I \ \ ',,- ~, '" ',,- \ \ "-, ----- \ '-....-.. \ \ \ \ \ "- --..., .......... ~-i \ \, \ " \ \ " " \ \ \ \ \ \ \ ~, , I .,.. ....--w-~r~-~....:.. . ..J1 ,:.~__.,.-...~.___..,..-,.._~ti_'" .-=~~.. ...;~.:- - "'J-'-'~_ Uti ~~:~-~""?.. ,.-~ ~"'..c~ :;00.', ,t', , ~...... ,',,,,=,,,., "-,-- .__,,,~Z\IItr,.;;;;.' ""'-'IV. ,_ _.~ ILL' ~''''''~'''''-'.~.-''.,;-.- ~"'.$1w-_~ .~i1I!!til CYPRESS LANDING BEAUFORT COUNTY, NORTH CAROLINA DRAINAGE AND ,EROSION CONTROL PLAN PREPARED FOR: WEYERHAEUSER REAL ESTATE COMPANY NEW BERN, NORTH CAROLINA LANDSCAPE ARCHITECTURE AND PLANNING BY: EDWARD PINCKNEY / ASSOCIATES, LTD. CHARLESTON, SOUT~i CAROLINA ENGINEERING BY: MCKIM & CREED ENGINEERS, PA GREENVILLE, NORTH CAROLINA LEGEND ~ DRAINAGE FLOW PIPE --- SWALE I CATCH BASIN OR DROP INLET -0 PREFORATED VERTICAL PIPE IN RIP-RAP C DITCH CHECK OR FILTER BASIN --- SILT FENCE OR SILT DITCH = CULVERT . -- DATE: o 200 400 1200 1600 800 SCALE: 1. ::z 400' NORTH '- ..... ----_._---'-_._~,.~',-'- ---- _._---,---~-_. - ,_...,--~ i" ;:;u _ .,&<,' ~~-~~ .......... --'':''~C!:'''~',,;;;;'~~,~:o';:~~~O'',-~ :,:~_L_'_'~ . .~,_,,- y;:> ;'.:f?'''~1;I~.;o..~~~t2.:~~'?,lji~<?rt8'-?':..'~_...~. '~-', c'".-~"'7?'''''._-,''_'; - - - .~-.. . ..~ ' .","", ""'~'.""~"~~ C',' -,,1.-_ "'-- , """"~""'""'~~~_~~~1'~~ \ ~". ~~ , " :', , ' '- -.., '"' '", '-.',," -"- '~, ... . \ . _~~~.~o-~~_;;..~",., '., _._..,'. -. ::;::../.;'" ,:~"~.-..r~_:~';;";'_~~~~"""";'~~:--":-:'!"A:" ,:.:S~:.i~.h LA:... U I ;,i C ~ c. ~ -< ~ ',-- ..... '-"'"'-.... '-,..~, '.... 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CHARLESTON, SOUTtl CAROLINA ENGINEERING BY: MCKI/\1 & CREEr) Ej~GI NEERS, F)t\ GREENVfLLE, NORTr'1 CAROLINA I LEGEND o ~ r BLOW OFF FIRE HYDRANT GATE VALVE MINIMUM 6' LINE TO FIRE HYDRANT , DATE: o 200 400 1200 800 1600 ~,~sr,r-:if.~ ~..:~:'~~ -i"....e;- ;:,~ 4"' ~ ~ r ~~~ SCALE: 1. ::a 400' NORTH '- " ~- ~ ...",,-;...; , ~'-,--~r '~'7_:~_~t~'.:",,~.,,-~..$~"':'W"."~:':-'"';;';-.$),~~.~'tC~ ~~--4 .~, _.-:----''!'.;,;.~ ",;f"~_~Ji'..... .,:~t..:.,T,~.....~.. ._,'... - ~- ~~i,'!!'ii ,_''''~:''''''''~~''h'3';"i7.'' " " ,~"'-;"'';~..."",, ~" ,~' ,'-., , " " -'. ''':' . ',',' , ," , !&illfn!llliiii."'WF~- ,~~~ ~~~ ,--~-;~...,......;.;'-~ ~,.,-~ ... . }8'.-.-1 bil~ .tw~_.-c"~M~.,-"'g,if- ,",~_..,--:-- _ -- ,.-".,..:,c:~,_ -::.:;',,"'~~~ \ \ \ ~ ......... .. ~ \ \' i'.... ... ... ......,.. ,;? // ,;:/ '\ } I . , \' " \ \'\ \ \ ~"I\ \ \ \ ' ~~ , '-" \'~ /.. ~.________ c;~' / '.. _..~ " ~\ - - ' ' . 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Z - -I -02! 0 r- 0 m z<n )> z ~ -1mm ;;0 )> "';:;oVl Cf) N ZVl --l N )> >~ -i Vl z;:;o I ~ (1m Z m ",Vl rn )> .....-i ;;:0 n Vl;:;O -10 )> 0 00 ;:Q3: -0 ;;0' >Vl 0 C) r- ", r Z )> - Z z Z > 0 CJ ~. ~ \ " \ '-', L---j' ,~ , LANDING CREEl( ---- '. ~ () ~ ~ ~ f- EDGE OF MARSH .~.. · ~__u~ ---~- -------------- C'1y OC'o \ <a tv/ ~ I-- ;:!!i AI '- Q , v / I' CLASS Y SC \ WATERS '- ~ " \ \ \ CLASS -~ S8 ~ WATERS \ \ () \ ~Y "~, , ~ " \ '",- " '\ \ \ \ \ \ ----~ ~ \ \ \ \ \ I I CYPRESS LANDING BEAUFORT COUNTY, NORTH CAROLINA SHORELINE & WETLAND IMPACT REFERENCE ~EY MAP PREPARE[) FOR: WEYERHAEUSER REAL ESTATE COMPANY NEW BERN, NORTH CAROLINA LANDSCAPE ARCHITECTURE AND PLA'NNING BY: EDWARD PINCKNEY / ASSOCIATES, LTD. 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CHARLESTON, SOUIH CAROLINA VEGETATION LEGEND: r"II!1/1111I1 II I IiUilill\U,lli GRASSED WETLAND ~ ~ WOODED CYPRESS WETLAND o MIXED HARDWOODS AND PINE 11/,fi' II /' J ~/l'< / ~ib CULTIVATED PINE PLANTATION ./ NOTE : 1. V E GET A T I O."J I N FOR \-1 A T I O"J \ 1 E C H A :"J I C ALL Y PRO Due E D FRO M I N F R ARE D AERIAL !)HOTOGRA,PH \S RECEIVED FRO.\1 U.S. DEPART,'AENT ~ OF A G R leu L T U R E; N H-\ I) f) HOT 0\1 A R f-..: ED 81 3 () 7 157 - X. DATE: ~ SCALE: r = 400' NORTH ~ ~'~'. .;' ! '" , , ,. ~ .. ~" If.... -. '. /l~:, · PI' ,.' .. f/ .. ,. f;' 1/ ". ,[, .,' ,., ~ 11/ ,. ,. .. ~ " '1/ ... .<!!z. .. , ,~f' ~ ' ~, . : 'Y. ., ..~~~ " ". .. , ~~. c ,. '". ,... ~0 : '~. " ,. ~.) '" .' .. -f~ ,", o</~~ .. ,. 81 11 o (Qj J LANDING CREEK ~ o. / , , , '. \ , t , ,., C'/y o ('0 tv/ 1\;/ 1';.- .. ..~ c- '" 6> -1;.- ,- f'" ,.' ~ " . ,.. '-' _J .'*' ~. ., " ' .... ,'" v, ,. I" ) ~ .. ~~~ c~ ~c" ~~p.. ~\c I I / ~ I I ...... ......... ~ -.. . .!I.'.- -.-, -;-- { CYPRESS LANDING . BEAUFORT COUNTY, NORTH CAROLINA PREPARED FOR: WEYERHAEUSER REAL ESTATE COMPANY NEW BERN, NORTH CAROLINA LANDSCAPE ARCHITECTURE & PLANNING EDWARD PINCKNEY/ASSOCIATES LTD. CHARLESTON, SOUTH CAROLINA TOPOGRAPHY AND SURFACE DRAINAGE LEGEND: ~~ ~ SURFACE DRAINAGE SWALE o~ o lJ CREEK NOTE: 1. TOPOGRAPHY INFORMATION PHOTOGRAPHICALLY REPRODUCED FROM DRA\VING PREPARED BY RIVERS AND ASSOCIATES, INC, TITLED \VEYERHAEUSER REAL ESTATE COMPANY, DATED NOVEMBER 16, 1987. DATE: SCALE: r = 400' NORTH 1\ '1/, ~/~. , ~: l..E~F SILT LOAM ~/ .' tl I.. If/ 0" I "~~ /11 ~~,<:/! .. , , ~' ' .. '. ,. l 31 51 ") , .J .~ r j '-.' LANDING CREEK ~ '. / ~/ I , , '. I ) -~ '~j (' ,\ '. I .G~~<- J I ~ ...' J I I .. t , '. C'/y o C'o tv/ "V/ /')-- ..~ ~ Do , , \ <9 -1)-- Le erB WtD Me " , ~ ) I I '( \ ,W Le """<' '~'-...,., '. .'s .' '~. .8 ^'-... . ... ".f ,. ~ , . 0< ~ ~ '," /A. '0 ~" ". ~'o . ~~ . () " "... W' "'Oh "~ ' . ~T)- . " ~ " ~~',0,," &)-. " '" ., .~~~." ~.: \, .. ~~...~ /< ,. ~.... , o~<> / . j' ~. / .II ~' /?/ l-' /\ ,. ~: ( / ,- I ... \ N' . .., J ' - ..~ .:-!..-.--..I!'" ~ - - ... ~............... -- , , , \~LT LOAM , , \~ ( \ ~ \ ~ /, ~1j- /; ~ f ~I; '/;' ,... . ~,/; -".. / ./; ': ,.1; ~ I; 1/ ," 1/ , ...1; " ",. ~ , "II ~.~ "~~. ~" "~"'., ," " , "- , .... '-... '~ .' .- .. . .. ~~'" Ci~ :<\Ci'" ~Il- ~\Ci~ , J.- / .. , 'j , " . '/ ~:- / ~ . . ... Me LEAF SILT LOAM / I I I I ., CYPRESS LANDING BEAUFORT COUNTY, NORTH CAROLINA PREPARED FOR: WEYERHAEUSER REAL ESTATE COMPANY NE\V BER~, ,\!ORTH CAROLINA LANDSCAPE ARCHITECTURE & PLANNING EO\;VARO PINCKNEY/ASSOCIATES LTO, CHARLESTON, SOUTH CAROLINA 501 L5 LEGEND: Ba-BA YLORD LOAM CrA-CRAVEN FINE SANDY LOAM (0-1%) CrB- CRAVEN FINE SANDY LOAM (1-4%) CrC2-CRAVEN FINE SANDY LOAM (4-8%) Cu-CURRITUCK MUCK Do-DORVAN MUCKY PEAT GoA-GOLDSBORO SANDY LOAM Le-LENOIR LOAM Ly-LYNCHBURG FINE SANDY LOAM Me-MUCKALEE LOAM WtC-WINTON FINE SANDY LOAM (5-12%) WtD-WINTON FINE SANDY LOAM (12-25%) NOTE: 1. SOIL SURVEY INFORMATION WAS OBTAINED FROM-SOIL SURVEY MAPS & INTERPRETATIONS OF BEAUFORT COUNTY, NORTH CAROLINA. SPECIAL SOIL SURVEY REPORT, J UL Y, 1984 DATE: SCALE: r 400' ,. NORTH LANDSCAPE ARCHITECTURE AND PLANNING BY: ~ EDWARD PINCKNEY / ASSOCIATES, LTD. CHARLESTON, SOUTH CAROLINA ~ ~ ''\. \ \\ '\ ~~'" ~ ./' " ',~--- " '\ '------....---------: \ C" ,.yO -----~~, ('0 ~~ tv / __________ ~ ~\ /1' \ r l \ \ IJ ... '.. n' -1;,\ ------------ . ----------------- ~ --~~---==---------- '\ -'~ "'. ------ ~ \ ~ ------... ~ \ ... .. --------""'- ~, \ , '--.. " \ " \ \ \ ! \ \ \ \ \ " ~" '"" ~" \ \ '. \ \ ~ " '. ......, \ \ , I \ I, \\\ " \ \ \ , "" , '. \ \ \ .............- --... " \ ) I \ \ '.. '\ \ \ \ '"", ........, \ \ \ E.E.~ . . " c~ ,,,,1C ~\ C E. , CYPRESS LANDING BEAUFORT COUNTY, NORTH CAROLINA CONCEPTUAL MASTER PLAN PREPARED FOR: WEYERHAEUSER REAL ESTATE COMPANY NEW BERN, NORTH CAROLINA ENGINEERING BY: MCKIM & CREED ENGINEERS, PA GREENVILLE, NORTH CAROLINA LAND USE KEY: TOTAL PROPERTY CONSISTS OF 874.1%: ACRES AND INCLUDES 84.6%: ACRES OF EXISTING WETLANDS. tf\\SINGLE FAMILY LOTS \CI -120'x1S0' 400 - 80'x1S0' 172 @P~T~?X~?ME LOTS <<JB~ \oC;:~J.TAGES @TOWNHOUSE @COMMERClAL . /f'COUNTRY CLUB \[) -CLUB HOUSE -18 HOLE GOLF COURSE -DRIVING RANGE -PARKING DWELLI NG UNITS 572 152 117 24 -ADULT POOL -TOT POOL -POOL HOUSE -TENNIS COURTS @THE LANDING -COMMON . PAVILION -302 SLIP MARINA -DOCK MASTER (8)BOAT/RV STORAGE (DGARDEN PLOTS Q)GOLF MAINTENANCE , - @WATER T~EATMENT FACJLITY CDCOMM~MITY MAINTENANCE <&j)SECURITY GATES -SHIPS STORE - YACHT CLUB -OTHER SHORES/DE FACILITIES , TOTAL DWELLING UNITS TOTAL ,ACREAGE ,865 874.1:t DA TE: o '200 400 , ' 800 1600 /' 1200 SCALE: 1. = 400' NORTH '.... "- ,01> 0(/ (C'c }- ~/}- ~ CYPRESS LANDING BEAUFORT COUNTY, NORTH CAROLINA W A.STEW A TER TREATMENT FACiliTIES PREPARED FOR: WEYERHAEUSER REAL ESTATE COMPANY NEW BERN, NORTH CAROLINA LANDSCAPE ARCHITECTURE AND PLANNING BY: EDWARD PINCKNEY / ASSOCIATES, LTD. CHARLESTON, SOUTH CAROLINA 32 ENGINEERING BY: MCKIM & CREED ENGINEERS, PA GREENVILLE, NORTH CAROLINA LEASE LIMIT FOR WEYERHAEUSER REAL ESTATE COM PANY LEGEND LIMIT OF WEYER HAEUSER PROPERTY I7.GAC o AUGER LOCATION SS SANITARY SEWER DISTRIBUTION MAIN FM- SEWER FORCE MAIN @) SPRAY FIELD NOTES IG,GAC I. PROPERTY LINE BUFFER IS 150' FROM SPRAY FIELD 2. DRAINAGE BUFFER IS 100' FROM SPRAY FIELD 3. TOPO TAKEN USGS MAP (f) (f) @ @ 179AC 17,5 AC (f) (f) 17.5 AC, 17,G AC, ss ss --q LAND SUMMARY ss @ ss - @ @ @ 17,5AC, o 17.5 AC, 17,5AC, WEYERHAEUSER CORPORATION WEYERHAEUSER REAL ESTATE LEASED LAND OUT PARCEL 1394:!:. ACRES 676:t ACRES 24:t ACRES ~"'----""". \ . . 1... / ~.. DATE: o 200 400 800 1200 1600 ------ o '..~J ~ SCALE: 1. =r 400' , NORTH .. r'-.... LANDING CREEK ---- ~~ '\ \ .,,'\ ''---- - - ~--- \ C'Jy o C' ------------- . o tv/ ~~ 1\1/ \ 1')-- I \ \ ',,- ~, '" - ~ ',,- \ \ "-, ----- \ '-....-.. \ \ \ \ \ "- --..., .......... ~-i \ \, \ " \ \ " " \ \ \ \ \ , I ~ ' CYPRESS LANDING BEAUFORT COUNTY, NORTH CAROLINA DRAINAGE AND ,EROSION CONTROL PLAN PREPARED FOR: WEYERHAEUSER REAL ESTATE COMPANY NEW BERN, NORTH CAROLINA LANDSCAPE ARCHITECTURE AND PLANNING BY: EDWARD PINCKNEY / ASSOCIATES, LTD. CHARLESTON, SOUT~i CAROLINA ENGINEERING BY: MCKIM & CREED ENGINEERS, PA GREENVILLE, NORTH CAROLINA LEGEND ~ DRAINAGE FLOW PIPE --- SWALE I CATCH BASIN OR DROP INLET -0 PREFORATED VERTICAL PIPE IN RIP-RAP C DITCH CHECK OR FILTER BASIN --- SILT FENCE OR SILT DITCH = CULVERT . -- DATE: o 200 400 1200 1600 800 ;:;u _ .'&<:-~~-~~ .......... ---'':''~C!:'''~',,;;;;'~~~:o';:~~,~O'',-~ :,:~_'--'-'~ / ,",' "'C," ;''f'" .-u_.....~"'~"-_~"iii;..; ~,_ -.' LA,... CIl ;,. 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