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HomeMy WebLinkAbout20011704 Ver 1_COMPLETE FILE_20011120Vl Hari Tracking Facility Name Joel Briggs r Project Number Ol .1704 Project Type" purpose of maintenance excavation County Beaufort . Location North Creek Bath County2 y ' Received From 'i DCM COE ID # 200210155 Region Washington Received Date' November 20, 2001 COE Susp Date u 4 Reg. Contact 11 i Sent to Region Date 11/20/2001 DCM Susp Date )APPLIC ' bN"FfE II . .. ? ? -r• ter. Rcvd Region Date TIP Number Payment Date ,- Last Action Date. More Info Requested Amount Paid`. Last Action Waived More Info Received _ Payor atitude (ddmmss) Mitigation ? Check # , Longitude (ddmmss) Stream Area Area 7Lng-1th Length' acres P ) Meet) (feet) (acres armit Ced # Wetiand Wetland Score Stream Class Subbasin Wetland (acres , Type Type Impact index Prim. Supp. Class Appr. eq. Appr. SA ?TS? 03030 A ?ters,:.O;Y m'N ? 29-29 10Y ON WRP ?Lti Mitigation Project Wetland Wetland Area Length Completion Peen- Inier-4wr MitigationType Number Type Class (acres) (feet) pate Subbasin n al mittent Re: [Fwd: Snow 0117631 w; .?? I17r:..ir r ?,f'.nx.: A It Subject:,Re: (Fwd:"Snow 0117631 k;yFr7 Date: Tue, 05 Feb 2002 14:23:34 -0500 -"- From: Bob Zarzecki <bob.zar-zecki@ncmail.net> =-- Organization: Division of Water Quality; 401 Certification Unit To: Deborah Sawyer <Deborah.Sawyer@ncmail.net> „ Will do. Deborah Sawyer wrote: Bob, _ • _ Because of all our congested schedules and I don't see a break any time soon, please look at all the variance requests for "Generals" and if they qualify and it looks reasonable, go ahead and issue. If any are Doug Hylton's, I can assure you he has minimized the impacts. Thanks. Deborah Subject: Snow 011763 Date: Tue, 05 Feb 2002 09:23:24 -0500 From: Bob Zarzecki <bob.zarzecki @ncmail.net> Organization: Division of Water Quality; 401 Certification Unit To: deborah sawyer <deborah.sawyer@ncmail.net>, "Tom Steffens (WaRO)" <Tom.Steffens@ncmail.net> Deborah and Tom, I just received the first of what is sure to be many phone calls checking on variance requests from the last couple months. This message was from Doug Linderman concerning the Snow 011763 variance. Please provide regional office comments on this by responding to this email or include them in Filemaker (be sure to let me know they're there). 'I need comments ASAP I need to call Doug back today or xys u: r- r!7 TIM F Y omoirow: Thank'"'C r- - >w As soon as I get a free moment, I'll be going through the following twelve (12) variances and acting on ; .... '{'.'1 x. ?.n 1teb.--xs d,•°'.'S.iFk?;? A+} m.'v .sy,-. a as many as possible XPlease provide comments on these as well If you have already provided -comments ,y,'... . -i' y- .? f dA` !i„y ?.r. r r ?r - ....? ..nn env nF f}iPCP T?PaCP 1Pt TrIP irnrnv hcv-aneP T ra,.n t finrl anv rPrnr o therm 575 Newi mum r -= A1_-mss ?': ' lG a F' .`emu as ?,! ? `'Ir?ra;'c^ N ?, ?)8/02 1:17 1 x o ? a 0 0 o d ro o ? ro G p CD r* p? ? Q, r+ ? N a ' o O ? O ~' O ? A A CJ 7 G O 0 . r =r CD O 110 y p C ? N ^J CCD .y \r ^ • ? ` / O N 1 N • O O O A d G o ? o eD d N s N a y O, CD n O V O O DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 011704 1. APPLICANT'S NAME: Joel Briggs 2. LOCATION OF PROJECT SITE: Beaufort County end of SR 1734 on a manmade basin off North Creek near Bath, North Carolina Photo Index - 2000: 106-1302; M-14,N-14 1995: 106-1128; Q-15,16 State Plane Coordinates - X: 2,694,400 Y: 616,600 GPS Rover File H102915B Ransomville Quad. (lower right corner) 3. INVESTIGATION TYPE: CAMA & D/F 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/29/01 09/10/01 Was Applicant Present - YES YES 5. PROCESSING PROCEDURE: Application Received - 7 November 2001 Office - Washington 6. SITE DESCRIPTION: (A) Local Land Use Plan - Beaufort Couty, 1997 update Land Classification From LUP - Conservation (water, wetlands), Transitional (upland) (B) AEC(s) Involved: EW,PTA,CS,CW (C) Water Dependent: YES (D) Intended Use: Private (E) Wastewater Treatment: Existing - Septic tank and drain field Planned - N/A (F) Type of Structures: Existing - House, dock, barn, impoundment Planned - bulkhead, docks, breakwater, pilings, boat ramp (G) Estimated Annual Rate of Erosion: 0 Source - Applicant 7. HABITAT DESCRIPTION: [AREA] DRFDC'TF.n Fii.i.FD OTHER (A) Vegetated Wetlands (B) Non-Vegetated Wetlands f 7,960 ft2 f 720 ft2 f 250 ft2 Basin bottom maintenance bulkhead/ram docks/shading (C) Other t 15,920 ft2 Hi h round spoil area (D) Total Area Disturbed: ±0.56 acres (±24,490 ft2) (E) Primary Nursery Area: NO (F) Water Classification: SA-NSW Open: NO 8. PROJECT SUMMARY: The applicant proposes undertake maintenance excavation in a manmande basin, construct a bulkhead, breakwater, boatramp, docks and install tie pilings. Joel Briggs Basin off North Creek Beaufort County Project setting The project is located at the end of SR 1734 (McGowan's Road) on a manmade basin adjacent North Creek off the Pamlico River near the Town of Bath in Beaufort County, North Carolina. The applicant's property is ±23 acres and has large areas of pastures, a 2 acre duck inpoundment, a wooded area vegetated with pines, mixed hardwoods, vines and woody undergrowth, a house under construction and an existing barn. The project area is a manmade basin off North Creek bordered oil the north by a large area of Coastal Wetlands primarily vegetated with Spartina cynosuroides with some s. patens, and Distichlis spicata. The terminal (west) end of the basin is a high ground area vegetated with pines and upland grasses and vines. The south side of the basin is the old spoil berm from the original basin excavation and has a access dirt road with mowed upland grass, pines and a few mixed hardwoods. The spoil area is ±50' wide and transitions into a Coastal Wetland dominated by s. cynosuroides and Sci usus snn.. The east end of the spoil area transitions into Coastal Wetlands vegetated with s• patens and d. spicata that the applicant keeps mowed. A dock is present at the mouth of the basin and various deteriorated pilings are present in the basin. The current depth in the manmade basin averages -2.5' below the normal water level (NWL) and the connecting depth in the creek is -T. The basin is X40' wide by ±190' long. A travel trailer is present on the existing spoil berm at the east end of the basin. The site elevation is ::L5' above the mean sea level. North Creek is classified as SA-NSW by the Environmental Management Commission in the project area. The area is not a Primary Nursery Area and is not open to shell fishing. The project is within the DWQ Tar/Pamlico river basin. Project description The applicant proposes to undertake maintenance excavation in the ±40' wide by t 190' long manmade basin for a finished depth of -6' below the NWL. The spoil will be placed in the existing 2 acre impoundment. Approximately 180' of bulkhead is proposed adjacent the high ground portion of the basin. The bulkhead will average 2' into the manmade basin with a maximum of f3'. Approximately 60' of breakwater is proposed adjacent the Coastal Wetland on the south side of the basin in the mowed marsh area to protect this area from erosion. A f 12' wide by ±30' long boat ramp is proposed at the terminal (west) end of the manmade basin. A f5' wide by ±40' dock is proposed adjacent the new boat ramp and a ±5' by f 10' platform with 3 new tie pilings are proposed to be added to the existing dock at the mouth of the basin. Seven tie pilings are proposed along the north side of the manmade basin to be used as spring line pilings in storm events. The applicant proposes to moor a maximum of 5 boats which will average out to one boat per 36' of linear footage in the basin. Joel Briggs Basin off North Creek Beaufort County Page Two Anticipated impacts The project as proposed will result in the excavation of ±7,960 ft2 of manmade basin bottom associated with the maintenance excavation. The construction of the bulkhead and boat ramp will result in the filling of ±720 ft2 of basin bottom. Approximately 250 ft2 of basin bottom will be shaded by the new dock and platform. The project as proposed will result in localized turbidity as a result of the construction activities. The construction of the 60' breakwater will help stabilize the marsh at the mouth of the basin. David W. Moye - 7 November 2001 Joel Briggs Boat Basin Rehabilitation.Plan 655 McGowan Road Bath, NC 27808 Supplement to Form DCM-MP-1 1.0 Project Location This small boat basin is located in Beaufort County North Carolina on the southern shore of North Creek. It can be reached by taking State Highway 98 east from Bath, NC to Burbage Cross Roads, right on Kelly Road, right on McGowan Road (State Road 1734) to the end of McGowan Road. A vicinity map is provided in Figure 1. 2.0 Project History This basin was constructed in the 1940's and originally berthed three shrimp trawlers in the 40 to 60 foot class. The basin was partially dredged in the 1970's (eastern end). Usage gradually declined to a single 58 foot trawler in 2000. The property was purchased by the present owner in April of 2001 and the basin now berths a 31 foot sail boat belonging to the new owner at the one dock which is presently serviceable. A site map is provided in Figure 2 and the existing boat basin is detailed in Figure 3. 3.0 Basin Usage The planned restoration is to provide recreational use for the property owner, the owners family, and friends of the family. Winter dockage may be provided for the 58 foot trawler last birthed there as a courtesy and act of friendship to the trawler owner who is a neighbor of the new owner. No fees will be charged and there will be no commercial operations connected with this project. 4.0 Proposed Rehabilitation Plan Drawings of the existing facility and the proposed renovation are attached. Figure 3 shows the existing boat basin. Figure 4 shows the proposed boat basin rehabilitation. Figures 5 and 6 show before and after boat basin cross sections. Figure 7 shows a cross section of the proposed boat ramp. Figure 8 shows the proposed dredge area. The basic elements of the proposed rehabilitation plan are as follows: (1) Remove existing remnants of net house and old docks (no longer in service). (2) Replace removed dock on northwestern corner of existing boat basin. Joel Briggs Boat Basin Rehabilitation Plan 655 McGowan Road Bath, NC 27808 (3) Remove, existing tire wad. (4) Construct private use boat ramp 12 feet wide by 30 feet long on western edge of boat basin using slotted concrete mats. (5) Install approximately 20 feet of vinyl bulkhead along west end of basin adjoining proposed boat ramp. (6) Install approximately 160 feet of vinyl bulkhead along southern edge of basin. (7) Backfill bulkhead to the level of the present service road using approximately 60 cubic yards of material trucked to the site on an as needed bases. No backfill material will be stored on site for this project. (8) Install approximately 60 feet of breakwater along mowed marsh area to the beginning of the marsh. (9) Add three new pilings to the existing dock. (10) Add a 5' by 10' platform to the northeast end of existing in-service dock. (11) Add 7 spring line pilings along north edge of the basin. (12) Dredge basin to a depth of 6 feet, depositing approximately 980 cubic yards of dredge material in existing duck impoundment located on owners property (see Figures 5 and 6 for basin cross sections). Dredging will be confined to the existing boat basin and there will be no disturbance on North Creek or of the adjoining marsh land. Dredged material will be deposited in an existing duck impoundment located on the owners property. This impoundment has raised embankments on all sides and will ensure that there is no runoff into adjacent wetlands. All work will be performed by a licensed contractor using a backhoe or excavator. Minor intermittent marsh grass along the bulkheaded areas and the northwest dock will be disturbed. No wetlands will be filled or dredged. 2 G Form DCM-M -1 APPLICATION (To be completed by all applicants) b. City, town, community or landmark J47'-H 1. APPLICANT a. Landowner: Name 110CL. AR1G4S Address 65S Me ad k1XA1 /? b City 4AWN State At. C. Zip 2'7 gob' Fax Day Phone 44, - 944 ;x 4t#8 J-V *57 -,94,05 q19-%r- 0l/71 b. Authorized Agent: Name I A ii C IT-C-- pow C L-1- Address 5313 ClIC-S r../ i C le-' bQ/ yJF-- City RA Lis l G l l State N C Zip x766 Day Phone 919 7d?- O! 17 Fax c. Project name (if any) NOTE. Perndi will be issued in name ojlmdowner(s), mid/or project name. 2. LOCATION OF PROPOSED PROJECT a. County ,8eXUAW- c. Street address or secondary road number 6?S' M e Gm A14 LND ol- S,e 1' is or planning d. Is proposed work within city jurisdiction? Yes PNo e. Name of body of water nearest project (e. river, creek, sound, bay) A/C 771 CR C,6K 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/or filling activities. ,PGA/i/II, 1,C,'T.dT/0A1 O.F 4AI er1S"r1W A24 T- V-96Z Fo g° PAV,4721" )*t"GPLAn OA14L V-SC - Sf C- A7T,4TC/1ZD N AR 4 T/ ?E b. Is the proposed activity maintenance of an existing project, new work, or both? Boyw c. Will the project be for public, private or commercial use? poly41Lr d. Give a brief description of purpose, use, methods of construction and daily operations of proposed project. If more space is needed, please attach additional pages. /Pf!Rc'IIT/o? L BMTi.ti4 ?+IC/LiT? I?l?Aia .5r4A1D.1Re iDb[?C. D RAP E Ar&Cge,4kS A?/A Co</S y?oN m4f Ca'- -D1,<16 4AIP V152A•7-10--) ,cams'/yf?0 S.i' 4-1- TRE-4TF? PA4&5. _ SA-? 47T/)CA A ic% AT) VV- 2 Revised 03/95 Form DCM-MP-1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract .21 4G RES b. Size *of individual lot(s) , ?a he R S c. Approximate elevation of tract above MHW or NWL .?' FT d. Soil type(s) d texture(s) of tract aAsryLt C"LAy DG2 SLY e. Vegetation on tract lrA?ASS A/ f. Man-made features now on tract Y0111,S'C /WD 5 ?Br1iPn/ roc. X Au D p ? ?. , C. g. What is the CAMA Land Use Plan land classification of the site? (Consult the local land use plan.) Conservation Developed Rural Transitional Community Other h. How is the tract zoned by local government? A16 24>?Jl?-J4 i. Is the proposed project consistent with the applicable zoning? _ Yes No (Attach zoning compliance cen0cale, if applicable) j. Has a professional archaeological assessment been done for the tract? Yes No 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 ?' No 1. Are there wetlands on the site? ? Yes No Coastal (marsh) _V Other If yes, has a delineation been conducted. (Anach documentation, if available) m. Describe existing wastewater treatment facilities. Sir 40;r) SCR ?/ CI A14 ?ION1 E n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial effl ent h down" and residential discharges.) J!?11644CE R0414019__ ?PO.r,P 12 J hAv 4 C E-27- 1?291TvRZ o. Describe existing drinking water supply source. CavN IY t~/AT,?/p 5. ADDITIONAL INFORMATION In addition to the completed application form, the following items must be submitted: • A copy or 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 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.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 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 3 Revised 03/95 Form DCM-MP-1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract .95 4G RES b. Size *of individual lot(s) :.24 AC R S c. Approximate elevation of tract above MHW or NWL J' .97- d. Soil type(s) d texture(s) of tract a2aA cr%rLL L_"1A Y e. Vegetation on tract ?i1??1S.Sr1 K?Dl?D ?A? f. Man-made features now on tract tldyst /W MW S W I ;Pocx 4 P D P1 4115 g. What is the CAMA Land Use Plan land classification of the site? (Comutr the local land use plan.) Conservation Developed Rural Transitional Community Other h. How is the tract zoned by local government? N6 v?J i?J? i. Is the proposed project consistent with the applicable zoning? _ Yes No (mach zoning compliance certificate, if applicable) j• Has a professional done for the tract? 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 P**' No 1. Are there wetlands on the site? ? Yes No Coastal (marsh) V_ Other If yes, has a delineation been conducted? A10 (Anaeh documewarion, if available) archaeological assessment been Yes V No m. Describe existing wastewater treatment facilities. ;SAC" PT I C T4 AIX 5-4FR ?r CIA14 NOA4 E n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial effl ent h down" and residential discharges.) S'l,e c-E iev,cJaFiT AeO &I SEA r/icE o. Describe existing drinking water supply source. LbvN !?Y 1A44r1 K 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 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.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 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 `3 Revised 03/45 Form DCM-MP-1 site. Include highway or secondary road (SR) numbers, landmarks, and the like. • A Stormwater Certification, if one is necessary. 6. CERTIFICATION AND PERMISSION TO ENTER ON LAND • 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. Nime CAOXI.4 ill c 4& AO J A4 r-14 od-P ? Address /614 v?1G0 16,40 ? tQ- 3G'L4.,1/4116 Phone -41 33 't "T ' c , -/v Name 104 LL Address Phone gSz - 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. iVaWe AIW&0OV • A check for Jmade 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. • 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. 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. iks o/ This is the /0 day of Print Name --? ?- SIB 1 GG S Signature ??- Lando or Authorized Agent Please indicate att pro) 7DCM MP-2 ??CM MP-3 ? DCM MP-4 DCM MP-5 DCM MP-6 achments pertaining to your proposed Excavation and Fill Information Upland Development Structures Information Bridges and Culverts Marina Development NOTE: Please sign and date each attachment in the space provided at the bottom of each form. 400 copies of this public document were printed at a total cost of $52.48 or $ .13 per copy. Revised 03195 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 Eidcting Project Len¢th Width Depth Depth Access channel , (M iV) or (NWL) Canal Boat basin Boat ramp Rock groin Rock breakwater Other (Excluding shoreline stabilization) r nom . '' 1. EXCAVATION a. Amount of material to be excavated from below MHW or NWL in cubic. yards • -- b. Type of material to be excavated .SALT c. Does the area to be excavated include coastal wetlands (marsh), ,submerged aquatic ve etation (SAVs) or other wetlands? Yes No d. Highground excavation in cubic yards ? 5 //nop? 141-6 1. - 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area 10< VA/ "NT Z6 V Aa,Co 094J b. Dimensions 'of disposal area /IC/t'ES' c. Do 'you' claim title to disposal area? Yes No If no, attach ?( letter granting'permission from the owner. d. Will a disposal area be available for future maintenance? X Yes No If es, where? b//?A PkoK 4W,00tAa1D#1fAA /y? ? rfo ory ?QoPE?1 ry Revised 03/95 Form DCM-MP-2 ?. l e. Does the disposal area include any coastal wetlands If yes, ISr 4 (marsh), SAVs or other wetlands? (1) Amount of material to be placed in the Yes No water (2) Dimensions of fill area f. Does the disposal include any area in the water? Yes No (3) Purpose of fill l b l i d i l d Will f ll l b. ace mater a e p n coasta wet an i s 3. SHORELINE STABILIZATION (marsh), SAVs or ot?er wetlands? Yes V No If yes, a. Type of shoreline stabilization (1) Dimensions of fill area lr Bulkhead Riprap (2) Purpose of fill b. Length c. Average distance waterward of MHW or NWL ?T 5. GENERAL d. Maximum distance waterward of MHW or NWL „fT a. How will excavated or fill material be kept on site e. Shoreline erosion during preceding 12 months and erosion controlled? t /U WILL, A.9 A" a a..o (Source of inform don) ? fr 649 to Q - A.10 f. Type of bulkhead or rprap material O LT 20 b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic g. Amount of fill in cubic yards to be placed below 'dredge)? '..' -• , water level B?C41 Or` o (I) Riprap • ' ' ,E? c f k, # foR (2) Bulkhead*backfill c. Will wetlands be Grassed in'transpo ing equipment h. Type•bf fill material 40045 rAJ C??y to project site? Yes 1 No If yes, explain steps that will be taken to lessen environmental impacts. i. Source of fill material _ C4 ?oM U d v? 7" c v ? s 1J-L 4. OTHER FILL ACTIVITIES DEL- 86?l6l?' Applicant or Prof Name (Excluding. Shoreline Stabilization) ' signatuti/ a. Will _f?n rial be brought to site? 1? Yes No Date Revised 03/95 14 Form DCM-MP-2 e. Does the disposal area include any coastal wetlands (marsh), SAVs or other wetlands? Yes V No f. Does the disposal include any area in the water? Yes -/ No 3. SHORELINE STABILIZATION a. Type of shoreline stabilization Bulkhead Riprap b. Length /00 /r c. Average distance waterward of MHW or NWL ITT d. Maximum distance waterward of MHW or NWL 'Y r 7- e. Shoreline erosion during preceding 12 months /V10" (Source of information) f. Type of bulkhead or ripcap material N. g. Amount of fill in cubic yards to be placed below water level (2) Bulkhead'backfill : aft '• ` h. Type-of'-fill'material 0,gsmI.- C??Y If yes, O 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 V No If yes, (1) Dimensions of fill area (2) Purpose of fill 5. GENERAL. a. How will excavated or fill material be kept on site and erosion controlled? Z/l.L WILL, AA J eiK1?,o _ lei 1/ 44' ', .ter rr. ?l iO s T` TAD A/& ?7viP,46E o r Aa-L AC--6 DL b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic 'dredge)? c. Will wetlands be dr`3ssed in'ttanspo ing equipment to project site? Yes No If yes, explain steps that will be taken to lessen environmental impacts. i. Source of fill material CAY /PIE vA/ a vtij /.rocs` 4. OTHER FILL ACTIVITIES (Excluding. Shoreline Stabilization) a. Will flN material be brought to site? ; Yes No -10LrL., IRAIC0 Applicant or Proj Name slgnat 161101d / Date Revised 03/95 14 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 -e Private (2) Number (3) Length T (4) Width .?? (5) Finger Piers Yes No (i) Number (ii) Length (iii) Width (6) Platform(s) Yes No (i) Number (ii) Length .51 (iii) Width /of (7) Number of slips proposed (8) Proximity of structure to adjacent riparian property lines AW (9) Width of water body 4.vr Y' (10) Water depth at waterward end of pier at MLW or NWL 'J'AY b. Boathouse (including covered lifts) (1) Commercial- Private (2) Length (3) Width c. Groin (e.g. wood, sheetpi e, etc.) (1) Number (2) Length(s) d. Breakwater (e.g. wood, sheetpile, etc.) (1) Length &16 / L., . (2) Average distance from MHW, NWL or wetlands X& (3) Maximum distance beyond MHW, NWL or wetlands 2` AlkO - e. Mooring buoys 14/1 (1) _ Commercial -Community _ Private (2) Number (3) Description of buoy (Color, inscription, size, anchor, etc.) (4) Width of water body (5) Distance ' buoy(s) to be placed beyond shoreline f. Mooring structure (boatlift, mooring pilings etc.) (1) _ Commercial _Community Private (2) Number (3) Length (4) Width g. Other (7W mplete description) 4;r4rchi!?o PemlNe, )boR 'P&Algr &V /)aCkS d0b .Akkl< 11C I DS .Ta C-` $a r .1o Applicant or Pro ect Name Signat Date tZ Revised 03195 -\Z 00 ? .a l `6%a'/? / c? a U t Q C L k Alai 0 S? Q u 5 e ?A , t?- lz?l a 141, 1?17 e? a zt \ ?'6 n 44 v V n t 4 --------------. J J I q ? f Q ? V ICI Q ?'I ?k o O O \ Q v ?q `M 0 fi4• 3 23, ,V Z. a0. • Ll A k? A` V A ?. v o i ? c o? ° Fi4 -? f1-5y J 1 0 J Q v I'l-5*,4"y J J Q o 0 o? 0 ''/4 s1, It 2 q 4 i a v? b e? o f14 4 v ?C f /Y j O V? 0 4 ? ? I r v? ? C O ? - Ix ;zs v M Q ? h Vi C Q ?3 frG vQ?? 7 1 i i l A Q 0 v I i lam) I ,\ \w V V i v' J U1 ?J ? ? 11 I r,Gua 8 T /t?