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HomeMy WebLinkAbout20020942 Ver 1_COMPLETE FILE_20020613p?OFWA /FRpG o?? Timothy Daniel 540 Clearview Road Aspers, PA, 17304 APPROVAL of 401 Water Quality Certification Dear Mr. Daniel: June 18, 2002 DW Q# 02-0942 Dare County You have our approval, in accordance with the attached conditions, to place fill in 0.031 acre of coastal wetlands, estuarine waters and coastal shoreline in order to construct a bulkhead at the Port Avon Subdivision in Avon, Dare County, as described in your application received by the Division of Water Quality on June 13, 2002. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3371, which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use your CAMA Permit when it is issued by the NC Division of Coastal Management. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying CAMA 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 in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, 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. If you do not accept any of the conditions of this certification, 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 conforming 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. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone Tom Steffens or Deborah Sawyer in our Washington Regional Office at (252) 946=6481 or Cyndi Karoly in our Central Office in Raleigh at (919) 733-9721. AW K/cbk Attachments cc: Corps of Engineers Washington Field Office Washington DWO Regional Office Central Files File Copy Doug Huggett Gary Price, P.O. Box 591, Avon, NC, 27915 020942 N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 (919) 733-7015 rvucnaoi r-. casiey, uuvanlu, William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality VMX rNCDENR Customer Service 1 800 623-7748 DCM % DWQ % Development Type FEE (14300 1601-435100093 1625 6253 (24300 1 602 435100095 2341 non-commercial 1 Private . , development that does not Involve 5250 100%(S250) 0°ib (SO) the filling or excavation of any wetlands or open water areas: Public or commercial development H . that does not involve the filling or 5400 100%(S400) 0% (SO) excavation of any wetlands or open water areas: it[. For development that involves the filling and/or excavation of up to 1 acre of wetlands and/or open water areas, determine if A 8, C, or D below applies: III(A). For private, non-commercial development, If General water Quality 5250 100%($250) 0% (S0) Certification No.3301 (see attached) can be applied: III(B): For public or commarcial development, If General water Quality $400 100% (5400) 0% (SO) Certification No.3301 (see attached) can be applied: III(C). If General Water Quality Certification No. 3301 (see attached) could be applied, but DCM staff 5400 60%(S240) 40% ($160) determined that additional review and written DWQ concurrence is needed because of concerns related to water quality or aquatic life: III(D). If General Water Quality Certification No. 3301 (see attached) 5400 60%(S240) 40% (5160) can not be applied: IV. For development that involves the filling and/or excavation of more 5475 60% (S285) 40% (S190) than one acre of wetlands and/or open water areas: DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Timothy & Linda Daniels 2 LOCATION OF PROJECT SITE: Lot 12, 40093 Reef Dr, Port Avon Subdivision, Avon, Dare County, man-made canal to the Pamlico Sound Photo Index - 2000: 174-2039, D 7; 1995: 174-1783,C 17 State Plane Coordinates, X: 3039600 Y: 599500 GPS C060713A 3. INVESTIGATION TYPE: CAMA/D & F 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - November 27, 2001, April 26, 2002 Was Applicant Present - Yes (Agent); Yes 5. PROCESSING PROCEDURE: Application Received Complete - April 26, 2002 Office - Elizabeth City 6. SITE DESCRIPTION: (A) Local Land Use Plan - Dare County Land Classification From LUP - Conservation (B) AEC(s) Involved: Public Trust Area, Estuarine Waters, Coastal Shoreline, Coastal Wetlands (C) Water Dependent: yes (D) Intended Use: Private (E) Wastewater Treatment: Existing - septic tanks; Planned - nothing additional (F) Type of Structures: Existing - single family residence & a 4 ft by 10 ft dock; Planned - 83ft of bulkhead (G) Estimated Annual Rate of Erosion: 2.0 ft. Source - Applicant 7. HABITAT IMPACT DESCRIPTION: [AREA] UVO A V A rrVn PTT T Pn T)TSTT MIRED (A) Coastal Wetlands 125 sf, .002 A (B) Public Trust/Estuarine Waters 250 sf, .005 A (C) Upland / Coastal Shoreline 1,000 sf, .022 A (D) Total Area Disturbed: 1,3'/5 st., u31A (E) Primary Nursery Area: No (F) Water Classification: SA; closed to shellfish harvest 8. PROJECT SUMMARY: This project involves bulkhead shoreline construction for stabilization along the shoreline of a man-made canal to the Pamlico Sound in Port Avon Subdivision, Avon, Dare County. Timothy and Linda Daniels, Dare County FIELD INVESTIGATION REPORT Page 2 Project Setting The application site is located at lot 12, Reef Drive, Port Avon Subdivision in Avon, Dare County. The site consists of a 12,632 sf lot, with a total of 83 if of shoreline along a man-made canal that connects to the Pamlico Sound. Timothy and Linda Daniels are the owners of this property and this property includes a SFR and a small dock (10 ft L by 4 ft W). The footprint of this residential structure is outside of the Coastal Shoreline AEC. This lot has a level grade and has a reported elevation of 5 ft above the NWL. The soils on this lot are sandy with more organic-hydric type soils located directly adjacent to the shoreline. This lot is vegetated in mostly upland grasses. The area directly adjacent to the shoreline is vegetated in an irregular one-to- two-foot wide Juncus roemerianus, Spartina alterniflora and Spartina patens coastal wetland fringe that receives occasional flooding from the connecting waters of the Pamlico Sound. This fringe consists predominately of Juncus roemerianus and Spartina patens. Bulkhead structures are located along the shorelines of both adjacent lots. Evidence of shoreline erosion exists along portions of the shoreline of lot 12. Portions of this shoreline are being undercut and have eroded, resulting in some clumps of existing vegetation falling off into the canal. Some evidence exists that some erosion has occurred behind the return walls of the adjacent bulkhead structures. The application states that 2- ft of erosion have occurred on this lot along this shoreline within the last year. The canal width is approximately 100 ft. The water depth at this site, at a distance of 3 ft off-shore, is less than one ft. The canal bottom consists of predominately sand with little organic material. No significant areas of submerged aquatic vegetation were observed along the shoreline during the application site visit. The waters of this canal carry the same water classification as the Pamlico Sound. The North Carolina Environmental Management Commission has designated these waters as 'SA' waters (suitable for shellfish propagation and harvesting); however, the waters in this vicinity are closed to the commercial harvest of shellfish. During the site investigation visits, no shellfish were observed along the water bottom in the vicinity of this project. Some juvenile finfish were observed along the shoreline. The Coastal Resources Commission (CRC) has also designated these waters as Public Trust Area and Estuarine Water Areas of Environmental Concern (AEC). In addition, under the designation of the CRC, the Coastal Shoreline AEC extends in a contour of 75 ft landward of the NWL. The CRC has also designated coastal wetland vegetated areas, like the one described above, as a Coastal Wetland AEC. The North Carolina Marine Fisheries and Wildlife Resources Commissions classify the waters of the Pamlico Sound as Coastal Waters. Timothy and Linda Daniels, Dare County FIELD INVESTIGATION REPORT Page 3 Project Description The applicant proposes to stabilize the shoreline of lot 12 with a wood bulkhead and tie this structure into the existing bulkhead structures on the adjacent lots to the north and south. A 15 ft long return wall will be installed between lots 11 and 12. The applicants request to align the proposed bulkhead with the neighboring bulkheads on lots 11 and 13, although the proposed structure will not actually connect to the bulkhead structure on lot 11. The proposed bulkhead alignment will extend waterward an average of 3 ft beyond the NWL. This proposed alignment will also result in a bulkhead alignment that will extend a maximum distance waterward of 5 ft beyond the NWL in some sections where more erosion has taken place. The proposed bulkhead will be constructed of treated wood and the tieback area will be backfilled with sand from an off- site source. This bulkhead alignment will result in the placement of approximately 9 cy of fill material below the NWL. The applicants intend to maintain the existing dock at or near its present location. This proposal does not include any maintenance excavation of the adjacent canal bottom areas beyond the bulkhead alignment. Anticipated Impacts The proposed bulkhead alignment will result in the filling of approximately 250 sf of Public Trust Area, as well as the filling and associated loss of approximately 125 sf of coastal wetland fringe habitat within and adjacent to these Public Trust Area and Estuarine Waters. The overall land disturbance within the Coastal Shoreline, associated with the tieback area, will be approximately 1,000 sf. The bulkhead structure, backfill, tieback and grading activity associated with the bulkhead installation will result in a total of approximately 1,250 sf of land and water disturbance (or displacement) within the Estuarine System. An inspection of mapping data on cultural resources revealed that no archaeological or cultural resource findings had been recorded on the available maps in the immediate vicinity of this project. However, these maps have not been updated in at least 10 years and the potential for the existence of cultural or historical resources is possible. The proposed shoreline stabilization structure and filling activity will result in an increase in turbidity levels, at least temporarily, along this portion of this waterway. The placement of a bulkhead structure may result in alteration of the shallow water habitat bottom adjacent to the existing shoreline. The proposed structure will reduce the erosion of the shoreline of this lot and in turn, reduce the long-term turbidity associated with un-stabilized shorelines. This structure's placement between the two existing bulkhead structures should reduce any erosion that has been occurring behind the return walls of these existing bulkhead structures. Timothy and Linda Daniels, Dare County FIELD INVESTIGATION REPORT Page 4 It is noted that this proposed structure will not connect to the adjacent bulkhead structure to the south on lot 11, as the structure on lot 11 does not extend entirely to the common property line of lots 11 and 12. It is likely that some erosion may occur in this gap; however, possibly, this 5 ft gap may be bulkheaded at a later time, authorized by either a separate CAMA Major Permit or a General Permit issuance. The proposed structure and its construction will not interfere with any riparian access or public trust concerns along this canal and this proposal does not include any maintenance excavation of the adjacent canal water bottom. Submitted by: Dennis W. Hawthorn Date: June 6, 2002 APPLICATION (To be completed by all Applicants) 1. APPLICANT a. Landowner. Name Timothy Daniel Address 540 Clearview Rd City- Aspers State PA. Zip 17304 Day Phone Fax b. Authorized Agent: Name Garv Price Address R.o. Box 591 City Avon, State NC Zip 27915 Day Phone (252) 995-4405 Fax (252) 995-5580 c. Project name (if any) b. City, town, community or landmark RECEIVED MAR 2 2 2002 COASTAL M?ANAQCITY yt;jyE? ELIZAj3 c. Street address or secondary road number 40093 Reef Drive d. Is proposed work within city limits or planning jurisdiction? X Yes No e. Name of body of water nearest project (e.g. river creek, sound, bay) Pamlico Sound 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/or filling activities. Construct Bulkhead b. Is the proposed activity maintenance of an existing project, new work, or both? New c. Will the project be for public, private or commercial use Private Note: permit will be Issued in name of landowner(s), and/or project name 2. LOCATION OF PROPOSED PROJECT a. County Dare d. Give a brief description of purpose, use, methods construction and daily operations of proposed project. If more space is needed, please attach additional pages. Storm Protection, Erosion and Flood Control: Residential: Manual & Mechanical Labor 4. LAND AND WATER CHARACTERISTICS m. Describe existing wastewater treatment facilities. Private Septic 62,(032 sK a. Size of entire tract- b. Size of individual lot(s) n/a c. Approximate elevation of tract above MHW or NWL 5 0' n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial affluent "wash down" and residential discharges.) Surface Runoff d. Soil type(s) and texture(s) of tract e. Vegetation on tract lndi enous upland &- Wetland o. Describe existing drinking water supply source. Community f. Man-made features now on tract Residence_ g. What Is the CAMA Land Use Plan land classification of the site? (Consult the localland use plan) x_Conservation Transitional Developed Community Rural Other h. How is tract zoned by local government? -Residential i. Is the proposed project consistent with the applicable zoning? -X Yes No (attachzon/ngcompl/ancecert/1/cate, lfappllcable) J. Has a professional archaeological assessment been done for the tract? Yes X No k. Is the project located in a National Registered Historic District or does it involve a National Register listed or eligible property? Yes X No 1. Are there wetlands on the site? _K -Yes No Coastal (marsh) X Other If yes, has a delineation been conducted? Yes Dennis Hawthorne and Gary Price 5. ADDITIONAL INFORMATION In addition to the completed application form, the following items must be submitted: A copy of the deed (with state application only) or other Instrument under which the applicant claims title to the affected properties. If the applicant is not claiming to be the owner of said property, then forward a copy of the deed or other Instrument under which the owner claims title, plus Written permission to carry out the project. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale in black ink on 8 1/2" by ii" white paper. (Refer to Coastal Resources Rule 71.0203 fora detailed description.) Please note that original drawings are preferred and only high quality copies will be accepted. Blue line prints or other larger plats are acceptable only if an adequate number of quality copies are provided by the applicant. (Contact the U.S. Army Corps of Engineers regarding that agency's use of larger drawings.) A site or location map is part of plat requirements and it must be sufficiently detailed to guide agency personnel unfamiliar with the area to the site. Include highway or secondary road numbers, landmarks, & the like. A Stormwater Certification, if 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 David Butrvm Address 9409 Sir Barry Dd. Richmond Va 23229 Name Carol Mills Address P.O. Box 946 Avon NO, 27915 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. A check for $250 made payable to the Department of Environment, Health, and Natural Resources (DEHNR) to cover the costs of processing the application. A signed AEC hazard notice for projects in oceanfront and inlet areas. Environmental Policy Act (N.C.G.S. 113A- I 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 Environment Policy Act. 6. CERTIFICATION AND PERMISSION TO ENTER ON LAND I understand that any permit Issued in response to this application will allow only the development described in the application. The project will be subject to conditions and restrictions contained in the permit. I certify that to the best of my knowledge, the proposed activity complies with state of North Carolina's approved Coastal Program and will be conducted In a manner consistent with such program. I certify that I am authorized to grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the Information provided in this application is truthful to the best of my knowledge. This is the 7 day of nil a? , 2002 Print Name Signature tandownero AuthorizedAffent Please Indicate attachments pertaining to your proposed project. DCM MP-2 Excavation and fill Information DCM MP-3 Upland Development DCM MP-4 Structures Information DCM MP-5 Bridges and Culverts DCM MP-6 Marina Development NOTE." PLEASE SIGN AND DATE E4CH ATTACHMENT IN THE SPACE PROVIDED AT THEBOTTOM OFEACH FORM A statement of compliance with the N.C. EXCAVATION AND FILL N/A (Except bridges and culverts) Attach this form to Joint Application for CAMA Major Permit. Form DCM-MP-1. Be sure to complete all other sections of the Joint Permit Application relate to this proposed project. Describe below the purpose of proposed excavation or till activities. All values to be given in feet. 1. EXCAVATION a. Amount of material to be excavated below MHW or MLW in cubic yards b. Type of material to be excavated Average Final Existing Project Length Width Depth Depth C. Does the area to be excavated include coastal wetlands (marsh), submerged aquatic vegetation d. Highground excavation in cubic yards Access channel (,-MI AV) or (NWL) Canal 2. DISPOSAL OF EXCAVATED MATERIAL Boat basin Boat a. Location of disposal area ramp b. Dimensions of disposal area Kuck breukwater c. Do you claim title to disposal area? Yes No Other (I*xcludina shoreline d. Will a disposal area be available for futttre stabilization) Maintenance? Yes No If yes, where? e. Does the disposal area include any coastal wetlands (marsh), SAV's or other wetlands? Yes No f. Does the disposal include any area in water? Yes No If Yes, (1) Amount of material to be placed in the water (2) Dimensions of fill area (3) Purpose of fill 3. SHORELINE STABILIZATION a. Type of shoreline stabilization X Bulkhead Riprap b. Length 83' c. Average distance waterward of MHW or NWL 3' d. Maximum distance waterward of MHW or MLW 5' - e. Shoreline erosion during preceding 12 months 2` , Observation (source of Information) f. Type of bulkhead or riprap material Wood g. Amount of fill in cubic yards to be placed below water level (1) Riprap (2) Bulkhead backfill 9 h. Type of fill material Sand i. Source of fill material Upland / Off site 4. OTHER FILL ACTIVITIES n/a a. Will fill material be brought to site? Yes No 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 a. How will excavated material be kept on site and erosion controlled? n/a b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? Backhoe and-Du D Truck c. Will wetlands be crossed in transporting equipment to project site? Yes X No if yes, explain steps that will be taken to lessen environmental impacts .1 Applicant Project Name Signature / /f7 Date `1 71 D,..L (? a1wK?tu.?T1? a Pte, AVON, NC PROP BACKFILL j BULKHEAD \ ° TYPICAL SECTION GPI NWL (1.. _ 4) ro 40 SITE PROPOSED BULKHEAD v rL 7 SR 1245 4 J ? W W L 1 LOT 13 PART OF LOT 14 BUTRYM) txM U? WL-cL+"#3 D 192 01 TIE TO EXISTING E v-_ BULKHEAD S 82042'00" 206.944 - LOT 12 ` 12632 sq ft ?? i EXISTING ?o AEC AREA i DWELLING ?W 5,735.92 sq ft l { J m yll z n f! LI Y J m _+``?? I ? 'b t a /?fklSTIAG 9/ ?r I ,•' . t PIER W\V 187 ? w RETOURNSEALL Sz PETp? 7z?0INC 0Fr az3FT- LEGEND EXISTING CONCRETE MONUMENT O EXISTING IRON STAKE UTILITY POLE • SET IRON STAKE COASTAL WETLANDS 40 30 20 10 0 40 80 II 11 II ? LOT 11 II (MILLS) II U II II - - EXISTING BULKHEAD WATERFRONT PLAN FOR: TIMOTHY & LINDA DANIEL LOT 12, PORT AVON AVON, NC Township County State KINNAKEET DARE NORTH CAROLINA Date File Number F.I.R.M. Zone Pin Number 01/11/0 2 AE Scale FB/Pg Base Flood Elevation Zoning V = 40' 059/74 8.00' R-2A Recorded Reference Community/Panel/Suffix Average Ground Elevation MB 7 PG 56 375348 0810 D 5.0' AVON SHOWING SR 1228 T N HAHRpH RD \ 0 2 a KILIUY IN AVLONA OR i CARfIAY C7 LOCATION SKETCH, NOT TO SCALE R