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HomeMy WebLinkAbout19980185 Ver 1_COMPLETE FILE_19980225State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director 4 • IT NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES February 3, 1999 Pamlico County DWQ Project # 980185 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. Wayne and Ms. Midori Harris 147 Dixon Drive Vandemere, NC 28587 Dear Mr. and Ms. Harris: You have our approval, in accordance with the attached conditions and those listed below, to dredge up to 14,310 square feet of waters for the purpose of excavating a channel in the Bay River to Cedar Creek, as you described in your application dated February 25, 1998. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3112. 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, Coastal Stormwater, Non-Discharge and Water Supply Water shed regulations. This approval will expire when the accompanying 404 or 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 except as modified below. 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 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) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. Channel width shall be reduced to 30 feet in width rather than 53 feet as proposed. 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, 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. 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 John Dorney at 919-733-1786. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Washington Field Office Washington DWQ Regional Office John Domey Central Files Todd St. John John Parker, DCM U6f Howard, RI.P.E. 980185.1tr Division of Water Quality • Non-Discharge Branch 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper John, back in the EA review phase of this they were requesting 53'. I required an EA amendment asking for 20'-they agreed. Upon further review with John Parker and other DCM staff I have agreed that 30' is a better width. They (applicants) have already reduced/minimized their impacts (30' vs. 53') so I think this letter is not needed. If possible (in between beers) write the 401 with the 30' width condition. Thanks, L' 4?1' State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director January 20, 1999 MEMORANDUM TO: John Dorney 1 ffloahs?FA • NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES FROM: Eric Flee RE: Wayne andllM?iidori Harris-Bay River Dredging (NCDWQ# 980185) John, based on a review of the CAMA application (applicants), I recommend the following be added to the 401: 1) This dredging is for access to the Bay River from Cedar creek. Bay River is classified as SC Sw NSW and Cedar Creek is classified as Sc Sw NSW HQW and is a PNA. The applicant currently owns a lot on Cedar Creek some 1000' from the confluence of Cedar Creek from the confluence with Bay River. Shoaling in this area is restricting access to Bay River and the applicants wish to dredge a 270' long by 53' wide by 5' deep access channel (850 yds' ). An EA for this project initially requested a channel width of 40'. DCM and I have consulted on the appropriate channel width for the area and likely usage and have decided on 30'. Therefore I recommend {as per NCAC 15A 2H .0506 (b) (2)) that the applicants minimize/avoid impacts by reducing the channel width from the proposed width of 53' to 30' (with an appropriate corresponding change to the channel width at depth). Given that this proposed project is for only a single family a 30' wide channel width seems more than adequate. Please let me know when the 401 is complete so that I can FAX it to John Parker who is requesting our immediate comments. 1 G?- Raleigh, North Carolina 27607 FAX # 733-9959 State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director D E N R Division of Water Quality Environmental Sciences Branch 4401 Reedy Creek Road Raleigh, N.C. 27607 FAX:(919) 733-9959 FAX TO: CST 5D1/t/' FAX NUMBER:-a 5a -If 3 °71 C? FROM: PHONE: ?,- I NO. OF PAGES INCLUDING THIS SHEET: DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Wayne & Midori Harris 2. LOCATION OF PROJECT SITE: Pamlico County, Town of Vandemere, off Dixon Road, in Bay River Photo Index - 1995: 84-920 (indexed by E, 17-18) 1989: 2 112 12 (indexed by E&F, 9-10) State Plane Coordinates - X: 2,699,900 Y: 531,500 Vandemere Quad "LR" 3. INVESTIGATION TYPE: CAMA/D&F 4. INVESTIGATIVE PROCEDURE: Date of Site Visit - December 3, 1996 Was Applicant Present - Yes, authorized agent 5. PROCESSING PROCEDURE: Application Received Complete - January 12, 1998 Office - Morehead City 6. SITE DESCRIPTION: (A) Local Land Use Plan - Town of Vandemere Land Classification From LUP --Conservation (B) AEC(s) Involved: PT, EW, ES,', O Water Dependent: Yes (D) Intended Use: Public Access" Chanel K (E) Wastewater Treatment: Existin X/A ? Planned N/A (F) Type of Structures: Existing - Mobile home, sheds, house under construction, bulkhead, pier Planned - None (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: [AREA] T1RT:T nPn FTT .T IPTI 0TTTPR (A) Vegetated Wetlands (B) Non-Vegetated Wetlands PT and EW of Bay River 14,310 ft' ( ) Other ES hi h round 7,500 ft' (D) Total Area Disturbed: 21,810 ftftz (E) Primary Nursery Area: Bay River - NO; Cedar Creek - YES; Vandemere Creek - NO (F) Water Classification: Bay River - SC Sw NSW; Cedar Creek - SC Sw NSW HQW; Vandemere Creek - SC Sw NSW Open: NO 8. PROJECT SUMMARY: The applicant proposes to excavate a new 270' long X 53' wide X -5' deep channel through a shoal in the Bay River at the mouth of Cedar Creek. Ar DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Wayne & Midori Harris 2. LOCATION OF PROJECT SITE: Pamlico County, Town of Vandemere, off Dixon Road, in Bay River Photo Index - 1995: 84-920 (indexed by E, 17-18) 1989: 2 112 12 (indexed by E&F, 9-10) State Plane Coordinates - X: 2,699,900 Y: 531,500 Vandemere Quad "LR" 3. INVESTIGATION TYPE: CAMA/D&F 4. INVESTIGATIVE PROCEDURE: Date of Site Visit - December 3, 1996 Was Applicant Present - Yes, authorized agent 5. PROCESSING PROCEDURE: Application Received Complete - January 12, 1998 Office - Morehead City 6. SITE DESCRIPTION: (A) Local Land Use Plan - Town of Vandemere Land Classification From LUP - Conservation (B) AEC(s) Involved: PT, EW, ES ( ) Water Dependent: Yes (D) Intended Use: Public Access Chinel (E) Wastewater Treatment: Existin g N/A Planned - N/A , (F) Type of Structures: Existing - Mobile home, sheds, house under construction, bulkhead, pier Planned - None (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER (A) Vegetated Wetlands (B) Non-Vegetated Wetlands PT and EW of Bay River 14,310 ft2 ( ) Other ES high round 7,500 ft2 (D) Total Area Disturbed: 21,810 ft2 (E) Primary Nursery Area: Bay River - NO; Cedar Creek - YES; Vandemere Creek - NO (F) Water Classification: Bay River - SC Sw NSW; Cedar Creek - SC Sw NSW HQW; Vandemere Creek - SC Sw NSW Open: NO 8. PROJECT SUMMARY: The applicant proposes to excavate a new 270' long X 53' wide X -5' deep channel through a shoal in the Bay River at the mouth of Cedar Creek. $Orr FIELD INVESTIGATION REPORT: WAYNE & MIDORI HARRIS/PAMLICO COUNTY PAGE #2 9. NARRATIVE DESCRIPTION: Project Setting The applicants own property adjacent Cedar Creek, off Dixon Road, within the Town of Vandemere, in Pamlico County. Their high ground lot is located approximately 1,000' up Cedar Creek and the shoreline is bulkheaded. There is a mobile home and several storage sheds on the property. The applicants are currently constructing a single family dwelling at the site and a short private pier extends out into the creek. The proposed dredging project however is located out in Bay River at the confluence of Cedar and Vandemere Creeks. The mouth of Cedar Creek is approximately 350' wide and has shoaled up over the years. (Although the sandy shoal can be seen in the 1995 aerial photographs, it is extremely prominent in the 1989 photos). The average water depth in Cedar Creek is approximately -5' below NWL, while the water depth outside the mouth becomes extremely shallow and averages approximately -2' below NWL for some 250'. At that point, the depths begin to drop off and eventually reach -10' below NWL at the point where the USACOE dredging project was undertaken years ago. Bay River along this section is classified as SC Sw NSW. Cedar Creek is classified as SC Sw NSW HQW and is a designated Primary Nursery Area. Vandemere Creek is classified as SC Sw NSW and net trawling is prohibited. All the areas described are closed to shellfishing. The applicants state that there are no SAVs in the area where the dredging is proposed. None were noted during the site visit. Project Description The applicants propose to excavate a new 270' long X 53' wide X -5' deep channel within Bay River at the entrance of Cedar Creek, near the Town of Vandemere, in Pamlico County. The applicants propose to use a barge mounted backhoe to excavate the channel. The sides of the channel would be cut on a 45 degree slope with the bottom cut measuring 40' wide. Spoils from the project would be barged to the applicants' property some 1000' up Cedar Creek and off loaded with a bobcat. Hay bales, silt fence and a 40' vegetated buffer would be used for sedimentation and erosion control. The material would later be used to raise the elevation of the lot. FIELD INVESTIGATION REPORT: WAYNE & MIDORI HARRIS/PAMLICO COUNTY PAGE #3 Anticipated Impacts Excavation of the access channel through the sandy shoal would directly impact approximately 14,310 fe of Estuarine Waters and shallow water "Public Trust" bottom of Bay River. Approximately 850 yds3 of sandy material would be removed from the system and deposited on high ground. Approximately 7,500 ff of high ground would be disturbed by the disposal site. Some localized increase in turbidity would be expected, but given the nature of the material the impact should be minimal. M. Ted Tyndall - Morehead City Office - January 20, 1998 R,rm DCM-MP-1 Ap OCT n ; PLI ATION COASTAL MANAGEMENT (To be completed by all applicants) MORE 'a b. City, town, community or landmark 1/R-NDE Yyt ERA. 1. APPLICANT a. Landowner: Name WA4, u C ?i Ri ??R21 S 147 Address / XC?/?? ???? E City V 64"L 11-04M?L- State W C-- Zip AS-S07. Day Phone q q 4,5- 5698 Fax q 19 - '74,!5- 3 10 b b. Authorized Agent: Name o6yL? i?. W s"yz- 4 A-SSoGat,s Address I41 Rt'a (o A- .,Sp, Ir PONb-Ls 1Jq Bm 17.1-9 City SA-m b w t cA4 State M A c. Street address or secondary road number -1C-:, R?44S Re J-X0LJ Taad d. Is proposed work within city limits o planning jurisdiction? Yes ? NoelwEGva I e. Name of body of water nearest project (e. . river, creek, sound, bay) Cad A rtCn?? ?, 1/A,,i?c ?x? aF 3. DESCRIP'T'ION 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. 2 tia?,„z CLJ C"r,L W AC A- e-go ss 5-4#?tD -9 1?q-tB 13A-4 1R % ULk- ?tut IBC-?.SS . Zip 07-S"63 Day Phone L508) 529 -3101? b Faxo ?o8) 885 ,,Otto c c. Project name (if any) V 6a n14 IM doR-i ?? AFZ rt tS I2?-D6 ? u 6 'P(Z o -r&J-- d. NOTE: Perndt will be issued in name of landowner(s), and/or project name. 2. LOCATION OF PROPOSED PROJECT a. County -pk k lI 'co Revised 03/95 Is the proposed activity maintenance of an existing project, new work, or both? KIVw N*e?ss?ttit'?d 1341 V,? J L2 MP,-7-1 ISM aK cP ?tl.c-b6 , u G Will the project be for public, private or commercial use? W,11 -16zi AT MI 3 Give a brief description of purpose, use, methods of construction and daily operations of proposed project. If more space is needed, please attach additional ages. 9 o n% to W M q-JLs o x.i Cc do-4L C2Ff-r: tuo boAT Azrmsc AT Low W ATM m A Rq i a t a I R T N o P.*i s I W X _A - S40Al CAUSC d L'S, V a nt "W, "sicl &k Aoss S/wal 6t- a#ZICLT ;u -S K 1 - a? dot: C2a A espsX iNsio PmtpaluG III or, (~ f, b q acJG{?f OM BAn.6lt,.j4.CkWtII-rkl 4NS 'F Wtitlrt?` s"1-t'-?B lN/-k s1'IT cr. S/ lT2ccN o ?cc2?tvq 1?i4 iN5 /?tt?2 Form DCM-MP-1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract AIIA I b. Size of individual lot(s) c. Approximate elevation of tract above MHW or -Saoo (?? d. Soil type(s) and texture(s) of tract N-RR-p PA-c•,ktD SAN D- e. Vegetation on tract " O A..l V, f. Man-made features now on tract M O N ?,; A1g. What is the CAMA Land Use Plan land classification of the site? (Consult the local land use plan.) _ Conservation Deve ope - t4 Rural N Transitional Community 44 Other h. How is the tract zoned by local government? i. j• k. Is the proposed project consistent with the pplicable zoning? Yes No ? (Attach zoning compliance certificate, if applieab ) Has a professional archaeological assessment be§n done for the tract? Yes No A/ If yes, by whom? Is the project located in a National Registered Historic District or does it involve a National Register listed or eli ible property? Yes No m. Describe existing wastewater treatment facilitie /1J /^ 4 n. Describe location and type of discharges to w-, of the state. (For example, surface runoff, sani wastewater, industrial /commercial effluen "v down" and residential discharges.) N§ o. Describe existing drinkin water. supply source. N0 5. ADDITIONAL INFORMATION In addition to the completed application form, following items must be submitted: 9/40 A copy of the deed (with state application on]) other instrument under which the applicant claims to the affected properties. If the applicant is claiming to be the owner of said property, forward a copy of the deed or other instrument ui which the owner claims title, plus written permis from the owner to carry out the project. • An accurate, dated work plat (including plan and cross-sectional drawings) drawn to scale in b ink on an 8 1/2" by 11" white paper. (Refe Coastal Resources Commission Rule 7J.0203 fi detailed description.) l Are there wetlands on the site. Yes No Coastal (marsh) Other If yes, has a delineation been conducted? -10W MSL.- (Attach documentation, if available) Please note that original drawings are preferred only high quality copies will be accepted. Blue- prints or other larger plats are acceptable only i adequate number of quality copies are provider applicant. (Contact the U.S. Army Corps Engineers regarding that agency's use of la drawings.) A site or location map is a part of requirements and it must be sufficiently detailei guide agency personnel unfamiliar with the area tc D-.d....11 W2 /0G Form DCM-MP-1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract A b. Size of individual lot(s) A Approximate elevation of tract above MHW or -S,oo d. Soil type(s) and texture(s) of tract {+Nw-D PPcu.t.D SAN D- e. Vegetation on tract 0 0 0 9. A f. Man-made features now on tract M O N 2- * g. What is the CAMA Land Use Plan land classification of the site? (Consult the local land use plan.) ---;? Conservation fq Transitional ? Deve op Community IA Rural Other h. How is the tract zoned by local government? pplicable i. Is the proposed project consistent with thF)4 zoning? Yes No (Attach Zoning compliance certificate, if appHas a professional archaeological assessment b done for the tract? Yes No A/ If yes, by whom? AjA k. Is the project located in a National Registered Historic District or does it involve a National Register listed or ell ible property? Yes m. Describe existing wastewater treatment facilities. 41? Za n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial effluen "wash down" and residential discharges.) N o. Describe existing drinking, water supply source. N? 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 from the owner to carry out the project. • An accurate, dated work plat (including plan view ,lT??ytlNf d es No Are there wetlands on the site? Y10 Coastal (marsh) Other If yes, has a delineation been conducted? -low MSL (Attach documentation, if available) and cross-sectional drawings) drawn to scale in black ink on an 8 1/2" by 11" white paper. (Refer to Coastal Resources Commission Rule 7J.020' ) 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 an adequate number of quality copies are provided by applicant. (Contact the U.S. Army Corps of Engineers regarding 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 personnel unfamiliar with the area to the Form DCM-MP-1 site. Include highway or secondary road (SR) numbers, landmarks, and the like. • 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 10M kENNebH (ko-r43 Address 44.00 171WVF.1s 1C'&?rLT Phone RAJ 1-! a9,, Ate- J'ng 1 L• Name -4 NK B'`}^f k-b Address :W/ s. 22t so?v ?g-• Phone C4 g4 Al of 7S// 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. AlA ?• A check for $250 made payable to the Department of Environment, Health, and Natural Resources (DEHNR) to cover the costs of processing the application. N/ O A signed AEC hazard notice for projects in I oceanfront and inlet areas. • 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. 0c COASTAL MANAGEMENT 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 the State of North Carolina's approved Coastal Management Program and will be conducted in a manner consistent with such program. I 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 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 _J5 day of , 19 9 7 Print Name 0?ttif 143 r,MIL& Signatur weer or Authorized Agent Please indicate attachments pertaining to your proposed project. 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 each attachment in the space provided at the bottom of each form. Revered X3195 Form DCM-MP-2 EXCAVATION AND FILL (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 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 Final Existing Project Lewtth Width Depth Depth Access channel (MLW) r F Canal Boat basin Boat ramp Rock groin Rock breakwater Other (Excluding shoreline stabilization) Revised 03195 a70 4o' -2t671 -S? D 4 r::. : •j M1 F . , < r . -<tr OCT 0 3 1997 1. EXCAVATION a. Amount ofmaterial to be excavated from below MHW o L n cubic yards $SO au, b,a YA4 b. Type of material to be cavated )4*a--p PA, ASJ 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 a. Location of disposal area koT34^ b. Dimensions of disposal area SO X /SOX 3 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 v" No If yes, where? Form DCM-MP-2 e. Does the disposal area include any coastal wetlands (marsh), SAVs or er wetlands? Yes V No f. Does the disposal in ude any area in the water? Yes disposal No 3. SHORELINE STABILIZATION a. Type of shoreline stabilization 14J Bulkhead Riprap b. Length A' c. Average distance waterward of MHW or NWL /V?/4' d. Maximum distance waterward of MHW or NWk/14 e. Shoreline erosion during preceding 12 months /111?4 (Source of information) f. Type of bulkhead or riprap material N//f g. Amount of fill in cubic yards to be placed below water level (1) Riprap (2) Bulkhead backfill -N h. Type of fill material N 7Z "/,+ i. Source of fill material "/,+ _-T 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material be ]fought to site? Yes Z No If yes, (1) Amount of material to be laced in the water (2) Dimensions of fill area (3) Purpose of fill /V b. Will fill material be placed in coastal wetlands (marsh), SAVs or o?rer wetlands? Yes No If yes, (1) Dimensions of fill area - 4/4 (2) Purpose of fill 5. GENERAL. a. How will excavated or fill material be kept on site and erosion controlled? £S -SlZr C -- I.-Al G--. b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dred e)? pp ?A-o-?-?o? 4N ?i4/L6E -- t0?42 ? c-c.?lo ad T c. Will wetlands be cr:,ssed in transp tng equipment to project site? Yes VNo If yes, explain steps that will a taken to lessen environmental impacts. 7J?£?f 'YA,y ,da S. 2¢is S p can r Proj Name lU Sig tore 9, l9. g -7- Date RevLsed 03/95 Form DCM-MP-2 Does the disposal area include any coastal wetlands (marsh), SAVs or er wetlands? Yes V No f. Does the disposal in ude any area in the water? Yes disposal No 3. SHORELINE STABILIZATION a. Type of shoreline stabilization IV Bulkhead Riprap b. Length A11A- c. Average distance waterward of MHW or NWL11+ d. Maximum distance waterward of MHW or NWLN/? e. Shoreline erosion during preceding 12 months (Source of infor7wtion) f. Type of bulkhead or riprap material 1t g. Amount of fill in cubic yards to be placed below water level (1) Riprap (2) Bulkhead backfill A h. Type of fill material N A/ f}. i. Source of fill material 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material be lyfought to site? Yes No If yes, (1) Amount of material to be laced in the water (2) Dimensions of fill area (3) Purpose of fill /V/I+ b. Will fill material be placed in coastal wetlands (marsh), SAVs or ot#er wetlands? Yes V No If yes, (1) Dimensions of fill area 1/4 (2) Purpose of fill 5. GENERAL a. How will excavated or fill material be kept on site and erosion: controlled? hs Q 12 T f-? n C lt? z b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dred e)? A-??o? 4N f3?4/L(? - ?i425 U.-J/4' 40? T c. Will wetlands be crDssed in transp ing equipment to project site? Yes yNo If yes, explain steps that will a taken to lessen environmental impacts. Name ;ture? r Sig 9, /9. g-7. Date Revised 03/95 t??S r, o? ? A? ?E?? o.JS ?IA? o.lS O-}- v O '' OCT 0 3 1997 0 YV, -> C 3.46+4.o $ a S + dt Sv ? ?-)xa?,? rs-3.x5 ? 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