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HomeMy WebLinkAbout20030609 Ver 1_COMPLETE FILE_20030519WATF9 QG y Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Alan W. Klimek, PE, Director Division of Water Quality July 15, 2003 DWQ Project # 03-0609 Beaufort County Page 1 of 2 Richard W. Tripp, Jr. US Embassy Buenos Aires Unit 4307 APO, AA 34034-4307 Subject Property: Tripp Farm, Crystal Beach Rd (SR1192), Crystal Beach, near Community of Blounts Ck, NC Crystal Beach (Pamlico R.) [03-03-07, 29-(27), SA HQW (high quality) NSW (nutrient sensitive)] APPROVAL of 401 Water Quality Certification (GC3351) and AUTHORIZATION CERTIFICATE per the Tar-Pamlico River Buffer Protection Rules (15A NCAC 213.0259) with ADDITIONAL CONDITIONS Dear Mr. Tripp: You have our approval, in accordance with the attached conditions, to place fill material within or otherwise impact 0.049 acres of waters to construct a boat ramp and pier and to impact approximately 2,200 square feet of protected riparian buffers to install an gravel road with a turn-around as described in your application received by the Division of Water Quality (DWQ) Wetlands/401 Unit on May 19, 2003. After reviewing your application, we have determined that the water impacts are covered by the Division of Water Quality (DWQ) General Water Quality Certification Number 3351. This Certification allows you to General Permit No. 198000291 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0259. In addition, you should get or otherwise comply with any other federal, state and local requirements before you go ahead with your project including (but not limited to) erosion and sediment control regulations and CAMA. Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. Conditions: 1. Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. 2. Diffuse Flow An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A NCAC 2B.0259(5). 3. Water Quality Certification The proposed project must comply with all of the conditions of General Water Quality Certification (GC) 3351. North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwetiandst Page 2 of 2 4. Buffer Mitigation Plan You are required to mitigate for impacts to the protected riparian buffers. The required area of mitigation to compensate for impacts to the protected riparian buffers was calculated to be 4,500 square feet (sf) as required under this Authorization Certificate and 15A NCAC 2B .0260(3). You shall submit a mitigation plan as required under 15A NCAC 02B .0260. The mitigation plan shall be approved by the DWQ before any of the impacts approved under this Authorization Certificate occur. Mitigation plans typically proposed include Buffer Restoration or Enhancement [15A NCAC 02B .0259(9)] or Payment into the Riparian Buffer Restoration Fund [15A NCAC 02B .0259(7)]. (Please note that the mitigation is only being required for the buffer impacts associated with the proposed road and turn-around area that are proposed within the protected buffers (within 50 feet of the normal water line (NWL)). DWQ staff calculated this area to be approximately 800 sf of impacts to Zone 1 (30 feet from the NWL) and 1,400 sf of impacts to Zone 2 (30 to 50 feet from the NWL). If these areas are not correct, then please provide proof in writing of the correct areas of impact and the DWQ will adjust the amount of mitigation required as necessary.) If you do not accept any of the conditions of this Certification (associated with the approved water impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Tar- Pamlico riparian buffer protection rule as described within 15A NCAC 2B .0259. If you have any questions, please telephone Bob Zarzecki at 919-733-9726. Sincerely, GAlan W. Klimek, P.E. NC DWQ, Director Attachment: Certificate of Completion GC 3351 Cc: Ralph Sheffield, HI-TEK Wilderness Construction, 5490 NC Highway 118, Grifton, NC 28530 Doug Huggett, DCM USACE Washington Regulatory Field Office DWQ Washington Regional Office File Copy Central Files DWO030609 July 15, 2003 bz 1 r n a 0 1 4Q w Z CORE POIN1 +- TO HVY 33 ([ Gri 4ti? Y P? O? 7tv??9 f ?- o X111 J? ?? ,. t? _? J P a ..`may 0 \ REVISED 05-01-03 100 50 0 100 200 I C6 RIVER feet scale feet BENCHMARK D ENGINEERS-SURVEYORS-PLANNERS SITE D INCORPORATED 102 OAKMONT DRIVE GREENVIII E, NC $7858 252 756-8440 LANDING STRIP SITE PLAN TRIPP FARM PIER AND BOAT RAMP h z CHOCOWINITY TOWNSHIP - BEAUFORT COUNTY - NORTH CAROLINA N R 1100 )DATES 02-20-03 SUR+ N/A DRW, SD APP( TWH DRAWING NO., CB-951 SHEET 2 ?F Q? R ••. '4' 48 6 ' MEMORANDUM TO: John Dorney Regional Contact: _tom steffens Non-Discharge Branch WO Supervisor: Roger Thorpe Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Tripp Farms - Richard W. Tripp, Jr. County Beaufort Project Number 03 0609 County2 Recvd From DCM Region Washington Received Date 5/19/03 Recvd By Region Project Type access road w/ parking lot and pier and boat ramp Certificates Stream Stream Impacts (ft.) Permit Wetland Wetland Wetland Stream Class Acres Feet • min T ype Type Impact Score Index Prim. Supp. Basin Req. Req. - CAMA Waters O Y OO N I 29-(27_ SA NSWHQ 30,307. 1.99 F_ F_ I-F__ P7 _0N F_-?????? ?F_ Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON Have Project Changes/Conditions Been Discussed With Applicant? O Y O N Is Mitigation required? O Y O N Recommendation: O Issue O Issue/fond O Deny Provided by Region: Latitude (ddmmss) Longitude (ddmmss) Comments: Isseu w/cond Mitigation for buffer impacts necessary cc: Regional Office Central Office Page Number 1 Y North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Govemor Donna D. Moffitt, Director William G. Ross, Jr., Secretary WETLANDS1401 G ROUp MEMORANDUM !? e S MAY 1 9 2003 TO: Mr. John R. Dome y, Environmental Biolo icy Division of Water Quality Supervisor g ???????; ?IG?? FROM: Doug Huggett Major Permits Processing Coordinator DATE: 15 May 2003 SUBJECT: CAMA/Dredge and Fill Permit Application Review Applicant: Tripp Farms - Richard W. Tripp, Jr. Project Location: Off SR 1192 on the downstream side of Crystal Beach on the Pamlico River near the community of Blounts Creek in Beaufort County, North Carolina. Proposed Project: The applicant proposes to construct a pier, boat ramp, access road with a turn around and a 15-space parking area at Tripp Farms on the Pamlico River. Please indicate below your position or viewpoint on the proposed project and return this form by 11 June 2003. If you have any questions regarding the proposed project, please contact David W. Moye at 252-946-6481, Extension #290. When appropriate, in depth comments with supporting data are requested. REPLY This office has no objection to the project as proposed. This office has no comment on the proposed project. Signed MEMORANDUM This office approves of the proposed project only if the recommended changes are incorporated. See attached. This office objects to the proposed project for reasons described in the attached comments. Date 943 Washington Square Mall, Washington, North Carolina 27889 Phone: 252-946-6481 1 FAX: 252-948-0478 1 Internet: www.nocoastalmanacement.net/ ;r V DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Tripp Farm - Richard W. Tripp, Jr. 2. LOCATION OF PROJECT SITE: Off SR 1192 on the downstream side of Crystal Beach on the Pamlico River near the Community of Blounts Creek in Beaufort County, North Carolina Photo Index- 2000:98-1101; H-17,18,19 1995:98-1034;P-2,3,4 State Plane Coordinates - X: 2,628,500 Y: 617,800 GPS Rover File # H051413A Blount's Creek Quad. (lower right corner) 3. INVESTIGATION TYPE: CAMA & D/F 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 05/14/03 Was Applicant Present - NO 5. PROCESSING PROCEDURE: Application Received - 12 May 2003 Office - Washington 6. SITE DESCRIPTION: (A) Local Land Use Plan - Beaufort County - 1997 Land Classification From LUP - Limited Transition (land), Conservation (water, wetlands) syh ulvedl:EW-,P`I?A, CS - -- --- (C) Water Dependent: YES (D) Intended Use: Commercial - Constructed to enhance the sale of the property (E) Wastewater Treatment: Existing - N/A Planned - N/A (F) Type of Structures: Existing - several old barns Planned - Pier with T-head, boat ramp, gravel road access to water with a turn around and a parking area (G) Estimated Annual Rate of Erosion: N/A Source - NIA 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER (A) Vegetated Wetlands (B) Non-Vegetated Wetlands ±200 ft2 ±1,920 ft2 River bottom boat ram shaded pier (C) Other ± 86,804 ft2 Highground (D) Total Area Disturbed: ± 1.99 acre (±86,724 sq. ft.) (E) Primary Nursery Area: NO (F) Water Classification: SA-NSW Open: NO 8. PROJECT SUMMARY: The applicant proposes to construct a pier, boat ramp, access road with a turn around and a 15 space parking area at Tripp Farms on the Pamlico River. V Tripp Farm - Richard W. Tripp, Jr. Beaufort County Project Setting The Tripp Farm property is located off SR 1192 adjacent to the downstream (east) end of the Crystal Beach Subdivision on the Pamlico River near the Blount's Creek Community in Beaufort County, North Carolina. A prospective buyer is looking to buy the ±102 acre tract from the owner, Richard W. Tripp, Jr., and develop it in the future as a subdivision. Prior to closing on the deal, the buyer is requiring Mr. Tripp to obtain a permit for a pier and boat ramp on the site. The majority of the property is old agriculture fields vegetated with various upland grasses. Several hardwoods are present adjacent to the shoreline of the Pamlico River in this area. The shoreline is an approximately 15' to 30' wide sandy beach that ends at a ±30' bluff. The beach area is littered with downed trees and stumps from previous storms. The downstream portion of the property is a wooded area vegetated with mixed hardwoods and pines with a heavy undergrowth of vines and woody shrubs. A natural drain is present in the wooded area sloping down to the beach and stopping at the ±10' elevation. This is typical of the ridge and swell system present on the south side of the Pamlico River. The project site has ±468' of shoreline and is over 2,000' deep. The project area is bordered on the upstream (west) side by developed property with the same bluff and vegetation. The downstream (east) side is bordered by an undeveloped wooded area of mixed hardwoods and pines with a dense underbrush of vines and woody shrubs. The area of the ramp access and turn around is ±2' above the normal water level (NWL). A portion of the proposed project is within the Tar-Pamlico River basin jurisdiction. The Pamlico River is classified as SA-NSW by the Environmental Management Commission. The Pamlico River is not open to shell fishing in this area. Project description The applicant proposes to construct a pier, boat ramp and access adjacent to the Pamlico River. The pier will be ±6' wide by ±200' long including a ± 18' wide by ± 16' long T-head and two ±6' wide by ±24' long step down platforms. The existing water depth at the end of the proposed pier is approximately -3' below NWL. The proposed boat ramp is located on the downstream (east) side of the pier will be 10' wide and extend 20' into the water. The existing water depth at the end of proposed boat ramp is -1' below the NWL and the finished depth will be -1' below the NWL. The applicant proposes no excavation other than that required too establish the proper slope for the ramp. An approximately 18' wide by ±664' long gravel access road is proposed to slope down to the new boat ramp. A 70' diameter turn around is proposed at the bottom of the access road adjacent to the ramp and a portion of the turn around is located within the EMC Tar-Pamlico buffer. A 15 space gravel parking area (±136' by ±255') is proposed for the boat ramp and it will be located ±200' from the shoreline in the existing wooded area. The applicant proposes to clean up the beach by removing the downed trees and stumps in an area ±23,400 ft2. Tripp Farm - Richard W. Tripp, Jr. Beaufort County Page Two Anticipated impacts The project as proposed will result in filling of ±200 ft2 of river bottom associated with the placement of the boat ramp. The construction of the pier will result in the shading of t 1,920 ft2 of river bottom. The project as proposed will result in localized turbidity as a result of the construction activities. The project as proposed will result in the disturbance of ±84,804 ft2 of high ground. A portion of the proposed project is within the Tar-Pamlico River Basin Area. David W. Moye - 14 May 2003 - - - - - - - Date: 'Y '-L '6>13 N. C. Division of Coastal Management P. O. Box 2188 Washington, NC 27889-2188 Re: Major Development Permit Dear Sir: II-TEK Wilderness Construction, 5490 NC Highway 118,Grifton, NC 28530, proposes to purchase and develop ±102 acres of land in Beaufort County, NC. The property is referred to as the Tripp Farm, and is located at the north end of NC State Road 1102. The property is east of and adjoins Crystal Beach Subdivision and has ±468 feet of waterfront on the Pamlico River. HI-TEK Wilderness Construction and Ralph Sheffield are authorized to act as agent for the Owner by the attached letter. It has become necessary to obtain the pier and boatramp permits prior to the purchase of the property. Land development plans will be made after the land purchase. The proposed development at this time consist of a shallow water boat ramp, a pier, and an access road to the beach. The boat ramp is proposed to be 10 feet wide and extend into the water on grade no more than 20 feet beyond the high water line. A 10 foot by 10 foot section is to extend above the high water line. This ramp will be for launching small boats only, because there is no plan to deepen the water or create any channel to or from the boat ramp. The sections of the ramp will be 10'x 10' by 6", reinforced concrete. The sections will be formed and poured on the beach above the high water line and pushed into the water by a track hoe. The river bottom is to be excavated no more than 6 inches and smoothed to allow the sections to be placed. All excavated soil is to be placed on the beach or used as a part of the road turn-a-round. . The pier is to be of treated wood with timber piles. The pier will be no wider than 6' and no longer than 200 ` from the high water line. A platform will be built at the northern end and two lower platform sections will be placed on each side of the pier to accommodate the loading and un-loading of boats. The access road is proposed to follow the natural contour of the land as much as possible and have an area at the head of the boat ramp and pier for vehicular turnaround. The road is to be built with the minimum soil disturbance and be surfaced with crushed rock. During construction HI-TEK Wilderness Construction proposes to remove the fallen trees, trash and stumps from the beach area. The trash and wood will be disposed of on site and have the absolute minimum of soil attached to it. Sincerely j4pgio) I Ralph Sheffield FH-TEK Wilderness Construction ?i V Form DCM-Mr-1 APPLICATION' (To be completed by all applicants) b. City, town. community or landmark Near Rolunts Creek CommunitS APPLICANT a, Landowner: Name Richard W. Tripp, Jr. Chrystal Beach c. Street address or secondary road number Chrystial Beach Road (SR 1102) d. Is proposed work within city limits or planning jurisdiction? Yes x No Address Us Embassy Buenos Aires Unit 4307 City APO State AA Zip34034-4307 Day Phone N/A Fax N/A b. Authorized Agent: Name HI-TEK Wilderness Construction Ralph Sheffield Address 5490 NC Highway 118 City Grifton State NC Zip 285.30 Day Phone (252) 524-5512 e. Name of body of water nearest project (e.g. river, creek, sound, bay) Pamlico River-7 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. List all development activities you propose (e.g building a home, motel, marina, bulkhead, pier, an excavation and/or filling activities. Building a pier, an access roadand a concrete boat ramp for small boats. Remainder of property to be subdivided into lots at later time. b. Is the proposed activity maintenance of an exists project, new work, or both? New Work Fax• (252) 524-4361 c. Will the project be for public, private orcommerci private (homeowners association) C. Project name Cif any) Trip Farm b ' f d cri tion of urpose use methods No?E. Permit will be issued in name of laadcwlur(s), and/or projed name. 2. LOCATION OF PROPOSED PROJECT a. County Beaufort U. Gtve a rle eS p p , construction and daily operations of propo: project. If more space is needed, please att2 additional pages. -proposed pier and boat tamp to be used by several of future developments. Revised 03195 Form DCM-MP-1 - ------------ 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract 102 Acres b. Size of individual lot(s) 25, 000 'sg ft br. 71-arger c. Approximate elevation of tract above NUM or NWL 20 feet d. Soil type(s) and texture(s) of tract r.ALTAVI STA e. Vegetation on tract Partially Wooded -and f. Man-made features now on tract one single family home. ?y m. Describe existing wastewater treatment facilities. individual septic tanks n, Describe location and type of discharges to waters of the state. (For example, .surface runoff, sanitary wastewater,' industrial/commercial effluent, "wash down" and residential discharges.) - surface runoff. o. Describe existing drinking water supply source. Public water available on Chri,staal Beach Road. 5. ADDITIONAL INFORMATION g. What is the CAMA Land Use Plan land classification of the site? (Comsat: the 10 1 knd jue plan.) _ Conservation x Transitional Developed Community - Rural Other h. How is the tract zoned by local government? N/A In addition to the completed application form, the following items must be submitted: A copy of the deed (with state application only) o- other instrument under which the applicant claims tit. to the affected properties. If the applicant is no claiming to be the owner of said property, the forward a copy of the deed or other instrument unde which the owner claims title, plus written permissio e owner to carry out the project. from th 1. Is the proposed proj ect consistent with the applicable zoning? N/A Yes No 0 An accurate, dated work plat (including plan vief (Attach Zoning conpliance cenifscate, if appli=NC) and-cr-oss-sw?ti^n'?-dr.?wiW gs-)-d. a :vn-*.o-S? a-i n_bl a ; j. Has a professional archaeological aXSessment been ink on Res$our? Coby 11" w mmission tRule 7J.0 03f fort done for the tract? _ Yes ----- No detailed description.) If yes, by whom? k. Is the project located in a National Registered Historic District or does it involve a National Register listed or eligible property? Yes _ xNo 1. Are there wetlands on the site? Yes x No Coastal (marsh) _ Other If yes, has a delineation been conducted? N/A (Attach doomwn=dDn, if available) Please note that original drawings are preferred aj only high quality copies will be accepted. Blue-Ii prints or other larger plats are acceptable only if adequate number of quality copies are provided applicant. (Contact the U.S. Army Corps Engineers regarding that agency's use of lard drawings.) A site or location map is a part of p requirements and it must be sufficiently detailed guide agency personnel unfamiliar with the area to i D,,.,;,..,1 A,11= A Form DCM MP-1 site. Include highway or secondary road (SR) numbers, landmarks, and the like. 6. CERTIFICATION AND PERMISSION TO ENTER ON LAND • A Stormwater Certification, if one is necessary. • A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Upon signing this form, the applicant further certifies that such notice has been provided. Name SEE ATTACHED. Address Phone Name Address Phone Name Address Phone • A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. NONE I understand that any permit issued in response to.thi application will allow only the development described h the application. The project will be subject to condition and restrictions contained in the permit. I certify that to the best of my knowledge, the propose activity complies with the State of North Carolina' approved Coastal Management Program and will b conducted in a manner consistent with. such program. I certify that I am authorized to grant, and do in fac grant permission to representatives of state and feder review agencies to enter on the aforementioned lands i connection with evaluating information related to tb permit application and follow-up monitoring of d project. I further certify that the information provided in tl application is truthful to the best of my knowledge. 'Ibis is the . day ofl-t Print Name Signature &bt _ Environment, Health, and Natural Resources (DEHNR) to cover the costs of processing the application. NIA • A signed AEC hazard notice for projects in oceanfront and inlet areas. fin • A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A - 1 to 10) If the project involves the expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. Please. indicate attachments pertaining to ,- DCM MP-2 Excavation and Fill Information X DCM W-3 Upland Development X DCM MP-4 Structures Information DCM MP-5 Bridges and Culverts DCM MP-6 Marina Development NOTE: Please sign and date each attachment it space provided at the bottom of each forn 400 copies of this public document were printed at a total cost of $52.48 or $ .13 per copy. Rerised 03195 t Form DCM MP 2 EXCAVATION AND FILL (lExcept bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-I. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Describe below the purpose of proposed excavation or fill activities. All values to be given in feet. Average Mal EAALag PwIed i.Pnvth Width Deoth Depth Access channel (MLW) or (N•wL) Canal Boat basin Boat ramp Rock groin Rock breakwater Other (Excluding ihorclim itabili'ration) 20' 10' 1' j 1. EXCAVATION N/A a. 'Amount of material to be excavated from below MHW or NWL in cubic yards b. Type of material to be excavated c. Does the area to be excavated include coastal wetlands (marsh), submerged aquatic vegetation (SAVs) or other wetlands? Yes No d. Highground excavation in cubic yards 2. DISPOSAL OF EXCAVATED MATERIAL. N/A a. Location of disposal area b. Dimensions of disposal area c. Do you claim title to disposal area? _ Yes No if no, attach a letter granting permission from the owner. d. Will a disposal area be available for future maintenance? Yes No if yes, where? 1 Revised 03195 V Form DCM-MP-2 e. Does the disposal area include any coastal wetlands (marsh), SAVs or other wetlands? -yes -No f. Does the disposal include any area In the water? _.. Yes No 3. SHORELINE STABILIZATION N/A a. Type of shoreline stabilizadon Bulkhead Riprap b. Length c. Average distance waterward of WN or N`NL d. Maximum distance waterward of MHW or NWL e. Shoreline erosion during preceding 12 months (Source Of b1for"Iddon) f. Type of bulkhead or riprap material g, Amount of fill in cubic yards to be placed below water level (1) Riprap (2) Bulkhead backfUl h. Type of fill material i. Source of fill material 4. OTHER FILL ACTIMMS N/A (Excluding Shoreline Stabilization) a. Will fill material be brought to site? Yes No Revised 03/95 If yes, (1) Amount of material to be placed in the water (2) Dimensions of fill area (3) Purpose of fill b. Will fill material be placed In coastal wetlands (marsh), SAVs or other wetlands? Yes No If yes, (1) Dimensions of fill area (2) Purpose of fill 5. GENERAL N/A a. How will excavated or fill material be kept on site and erosion controlled? b. What type of construction equipment will be used (for example, dragliae, backhoe, or hydraulic dredge)? c. Will wetlands be cr3ssed in transporting equipment to project site? Yes No . If yes, explain steps that will be taken to lessen environmental impacts. Tripp gamin Ap t p1r 0 ?f . - X P - - / .Y, S ' Date , Form DCM-MP-3 UPLAND DEVELOPMENT (Construction and/or land. disturbing activities) Attach this form to joint Application for CAMA Major h. Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that-relate to this proposed project. a. Type and number of buildings, facilities, units or structures proposed NONE b. Number of lots or parcels NONE c. Density (give the number of residential units and the units per acre) ONE d. Size of area to be graded, filled or disturbed including roads, ditches, etc. 750 sY Road grading, 2,600 sy Beach Clean TTn e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimentation 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? Yes *_ No If yes, date submitted f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for paved surfaces. 125 c maxi to surface road and turn around. g. Give the percentage of the tract within 75 feet of MHW or NWL, or within 575 feet in the case of an outstanding Resource Water, to be covered by impervious and/or built-upon, surfaces, such as pavement, buildings, rooftops, or to be used for 0.09$ vehicular driveways or parking. Projects that require a CAMA Major Development Permit may also require a Stormwater Certification. Has a site development plan been submitted to the Division of Environmental Management for review? -Yes _K _ No If yes, date submitted i. Describe proposed method of sewage disposal. N/A ' j. Have the facilities. described in Item i. above received state or local approval? N/A _ (Attach appropriate docurtuntation) .y k. Describe location and type of proposed discharges to waters of the state (for example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges). surface runoff from road and turn around 1. Describe proposed drinking water supply source (e.g. well, community, public system, etc.) N/A .... m. Will water be impounded? Yes X No If yes, how many acres? N/A n. If the project is a oceanfront development, when was the lot(s) platted and recorded? N/A Date TIuvicad WAM ?i Form DCM-MP-4 STRUCTURES (Construction within Public Trust Areas) 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 which relate to this proposed project. a. Dock(s) and/or Pier s (1) ____ Commercial -Community X Private (2) Number one (3) Length 200 _ _ _ ----- _(4). Width 6 (5) Finger Piers __. Yes - X" No - - - - -- (i) Number (ii) Length f• (iii) Width (6) Platform(s) X Yes No (i) Number one (ii) Length 40' (iii) Width is, (7) Number of slips proposed none g. (8) Proximity of structure to adjacent riparian property lines 85' downstream, 383' upstream (9) Width of water body 2.3 miles (10) Water depth at waterward end of pier at MLW or NWL t 3' e. Mooring buoys N/A (1) Commercial -Community _ Private (2) Number (3) Description of buoy (Color, inscription, size, anchor, etc.) b. Boathouse (including covered lifts) N/A (1) _ Commercial Private (2) Length (3) Width c, Groin (e.g. wood, sheetpile, etc.) N/A (1) Number (2) Length(s) d. Breakwater (e.g. wood, sheetpile, etc.) N/A (1) Length (2) Average distance from MHW, NWL or wetlands (3) Maximum distance beyond MHW, NWL or wetlands (4) Width of water body (5) Distance buoy(s) to be placed beyond -----shoreline----------------------- -- Mooring structure (boatlift, mooring pilings, etc.) (1) _ Commercial -Community _ Private (2) Number N/A (3) Length (4) Width Other (Give complete desalption) N/A Date C _. DC7d% ......., . DWQ% (14300 ISM 435100093 1625 6253 4300160243510DO95 2341) L` Prirate, r4n-e6rrnrrhxeial ., developr?ard ttsat does not;nvofve the filing or C=rvarm of achy S7so 100x (s2sD) ox (sD) wetlands or open water areas: . IL Public or commercialdevelopment . a 9iat does not &rvolve $he trliuhg 5400 100% (S400) 0%($0) excarra6oriofanywet}andsoropen.;? waterarsast ..; • . aC Foc development that involves the filling ana6i e=avation of up to t acre of wetlands and/or open walw, areas, detemriire 1A; . C. or a . 661ow appoe rwn-eommerdal HIM For Private. _ development. If General water Qualily 5280 100% (5250) 0%($0) CerLfication No.3301(see attached) can be applied: 111(Bk For pubk or corn marcial development, If General water Quality 5400 101M (5400) 0%($D) CerSfiralion No.3301(see attached) can be applied: 111(0 If General Water Quafrtyy Certification No. 3301 (see attached) could be applied. but DCM staff determined that additional review and $400 60%(S240) 40% (57 60) written DWQ conaurenee is needed because of concerns related to water quality or aquatic life: lllpj If General Water Quality - Certification Na 3301 (see attached) S400 6001. (5240) 40% (5160) can not be applied: IV. For development that involves the filling and/or excavation of more $475 60% (52PS) 400 (5790) than one acre of wetlands and/or open water areas kA ?:ru?a i 1 J 400 200 0 400 800 scale 1" 400' feet 1.0 IV + le r C? w J .J D Vi Ii 11L4i1L3 LJ.Ji?Viii[Li71 Yil ENGINEERS-SURVEYORS-PLANNERS INCORPORATED D 102 OAKMONT DRIVE GREENVILLE. NC 27858 (252) 756-8440 TRI EXPANDED SITE SKETCH PP FARM PIER AND BOAT RAMP CHOCOWINITY TOWNSHIP - BEAUFORT COUNTY - NORTH CAROLINA DATE: 05-01-03 SUR, N/A DRW? SD APPi TWH DRAWING NO,t CB-951 SHEET 1 OF 6 r PROPOSED PIER ;,•??? cARp`i tss IIqq ?y GD 1 ' i Qy ? bed 'ir r -J N / in 6 h t IL a pi yo g m z ca P A M L I C O R I V E w Z REVISED 05-01-03 LANDING STRIP N O WI uU 2 I 4 Qa t_ =Jyl?db PQO? d ? ?` P 7y 100 50 0 100 200 FM .. 11111 -- im? scale feet ENGINEERS-SUREYORS-PLANNERS INCORPORATED D 102 OAKMONT bRIVE GREENVILLE. NC 217858 (252) 756-8440 SITE PLAN TRIPP FARM PIER AND BOAT RAMP CHOCOWINRY TOWNSHIP - BEAUFORT COUNTY - NORTH CAROLINA DATE+ 02-20-03 SUR+ N/A DRW+ SD APP, TWH DRAWING NO. + CB-951 SHEET 2 OF 6 , , / , , , , , i N CA'•.o. R •- in 48 6 ' a Z 0 N 74 S r ; ? ?iL >J '? R - _.1rC _-ESL _VT y - lI' N J xr - -------- ------ - - Z, eu ------------- - --------- - --- e r -------- ----- V n ?r 11 LJ j Z.: ?c E Sao 7 ' r. REVISED 05-OL-03 CAROLI G TD ENGINEERS-SURVEYORS-PLANNERS CHOCOWINITY TOWNSHIP - BEAUFORT COUNTY - NORTH CAROLINA DATE! 02-20-03 SUR: N/A SD APPi TWH DRAWING NO.: CB-951 SHEET 3 OF 6 INCORPORATED 102 OAKMONT DRIVE GREENVILLE, NC 27858 (252) 756-8440 PIER DETAILS TRIPP FARM PIER AND BOAT RAMP '??,.,,,,r,,.,r, .????A CAR0 •. REVISED 05-01-03 CAROLINA BENCHMARK D ENGINEERS-SURVEYORS-PLANNERS INCORPORATED D 102 OAKMONT DRIVE GREENVILLE, NC 27858 (252) 756-8440 PIER DETAILS -,S /NAP TRIPP FARM PIER AND BOAT RAMP CHOCOWINITY TOWNSHIP - BEAUFORT COUNTY - NORTH CAROLINA DATEt 02-20-03 SUR- N/A DRW. 1 SD APP, TWH DRAWING NO.: CB-951 SHEET 4 ?F 6 0 W DEPTH----- ------ NOT TO EXCEED 20.0' _ s= • C- VJ• ?f v • Xf, o = C m N 2 o Z Q .Zl m < CD N o l7 O O W O Z N W m 13 C W b 1-4 .Z.{ Q b v ° D z:b rn 0 b c" tj to c') h ou rn o am Gb y d z m rq z I b (A ? e 0 co co ?l r - z ON D z D r D ' m z NOT TO EXCEED 20,0' I .? e e°. °..., ' 6'. CONCRETE ° :L%ITH ¢'WX10/10.. d .. a W.W.M.° d eG d?O a ?G 1 10.0' 10.0' 10.0' r NOTE CONCRETE BOAT RAMP TO BE FORMED AND POURED ON THE BEACH. THAN RELOCATED TO PROPOSED RAMP LOCATION. I 10.0' BENCHMARK ELEVATION BASED ON NCGS 'BEA 58' EL=29.0' (NGVD 29) RKING CHECK DAMS R=2 ' TYPICAL :--.?? SEE BELOW FOR SPACING 426't J,iE ` w ?• A: • V aQ . 4 D D n = O p -I f'1 O n o 'y C ln o z ? 'b 1 0 0 ? z m .Z7 (n E _ Z ci o c - ? C-) w Z a \ O X X 1 o b c ty I coo) d z y o _ rq 4 - x 0? y > V ? d O r- T z D Q 0 N O O z ?m ? O rn I ;u m I? o r< b m z 0 N J Ul Oo 00 to y b h En a 6• 18' 6' CROSS S?CTIO?I f-1 NOT TO SCALE 6' ROCK 1110:111111, 11: ti D-Z 70' CROSS SECTION ig NOT TO SCALE 4,5 35 25 15 g 0