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HomeMy WebLinkAbout20160885 Ver 1_CAMA Application_20160909Coastal Management ENVIRONMENTAL QUALITY September 6, 2016 MEMORANDUM TO FROM SUBJECT Applicant Project Location Proposed Protect PAT MCCRORY Governor DONALD R VAN DER VAART Secretary BRAXTON DAVIS Director 2 0 1 6 0 8 8 5 Karen Higgins, Compliance and Permitting Unit Supervisor DWR - Water Quality Program Doug Huggett, Mayor Permits Coordinator Division of Coastal Management CAMA/DREDGE & FILL Permit Application Review I Doug Twiddy 3805 Elijah Baum Drive (SR 1215) in Kitty Hawk Piers, renovate boathouse, extend bulkhead, dredging Please indicate below your agency's position or viewpoint on the proposed projec form by 09/27/16 to Courtney Spears, Assistant Major Permits Coordinator, 400 Uommerce Avenue, Morehead City, NC 28557 (fax 252-247-3330) If you have any questions regarding the proposed project, please contact Cynthia Rountree at (252) 264-3901 When appropriate, in- depth comments with supporting data are requested REPLY SIGNED This agency has no objection to the project as proposed This agency has no comment on the proposed project This agency approves of the project only if the recommended changes are incorporated See attached This agency objects to the project for reasons described in the attached comments DATE �Nothmg Compares—,�, State of North Carolina I Environmental Quality I Coastal Management 1367 US Hwy 17 South 1 Elizabeth City NC 27909 252 264 39011252 264 3723 [fax] r DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME Doug Twiddy 2 LOCATION OF PROJECT SITE 3805 Elijah Baum Road (SR 1215), Kitty Hawk, Dare County, Kitty Hawk Bay Photo Index 2006 185-7222 (M-12) 2000 185-2092 (L&M-12) 1995 186-1959 (W&X-8 & 9) 1989 1 46-16 (F-7) 1984 136-483 (Q & R-15 & 16) 1978 N/A State Plane Coordinates X 2974921 Y 856798 Kitty Hawk, N C, LL 3 INVESTIGATION TYPE CAMA / Dredge and Fill 4 INVESTIGATIVE PROCEDURE Dates of Site Visit June 28, 2016 & July 11, 2016 Was Applicant Present No & Agent present 5 PROCESSING PROCEDURE Application Received Complete August 10,2016 Office Elizabeth City 6 SITE DESCRIPTION (A) Local Land Use Plan Kitty Hawk LUP Land Classification Residential — Single Family Detached (B) AEC(s) Involved Public Trust Area, Estuarine Waters and Estuarine Shoreline (C) Water Dependent Yes (D) Intended Use Private (E) Wastewater Treatment (F) Type of Structures Existing Onsite septic Planned none Existing 2 story single family dwelling with outbuildings, nonconforming structure on the water, boat house with bulkhead and boat basin Planned hew pier with platform, extend/replace existing bulkhead, new pier in the boat basin, move nonconforming structure out of the AEC, restore boathouse, dredge the boat basin and a basin and access channel to (G) Estimated Annual Rate of Erosion N/A 7 HABITAT DESCRIPTION [AREA] DREDGED FILLED SHADED (A) Coastal Wetlands, Estuarine 737 sqft 8457 sqft 150 sqft shoreline (B) Public Trust, Estuarine Waters 11,850 sqft 385 sqft 970 sqft (C) Upland Activities 585 sqft (D) Total Area Disturbed 23,170 square feet (E) Primary Nursery Area No (F) Water Classification SC Open No 1, OWNER/APPLICANT: DOUGLAS A. & SHARON C. T4 DDS' PO BOX 369 COROLLA, NC 2.7927 ?. PIN: 9875-1046-7768 � � � -- V PID: 01 8172000 3. PROPERTY ADDRESS: 3805A ELIJAH BAUM ROAD 4. RECORDED REFERENCE: DB 2084, PG 1; PC D, SL 373' 5. TOTAL TRACT AREA = 159,627 SF /.x,35 AC 6, TRACT AREA WITHIN 30° CAMA BUFFER = 26,610 SF / 0.61 AC x �P 7, COVERAGE WITHIN 30' CAMA BUFFER = 4.83 SF (1.8.2%) PROPOSED ACCESS CHANNEL EXISTING 960 SF (3.610 V , , .. - -- 20' SDE 242 L7" DEMO 477 SF � APPROXIMATE NATURAL` DREDGE TO ELEV 2. i° NV 3. TRACT AREA WITHIN 75' AEC = 57,565 SF" / 1.32 AC '''^ � CHANNEL PROPOSED BULKHEAD Z -(DESIGN BY OTHERS) 93 COVERAGE WITHIN 75' AEC = 503 SF (2.757.) EXISTING 1,554 SF (3.61%) DEMO 1,081 SF APPROXIMA 1 > _ , ti's_. ..G IO. APPROXIMATE LAND DISTURBANCE -- 11,787 SF 0.27 AC � 'on3 1. TOTAL LENGTH OF SHORELINE = 1,005 LF x n v Y7 L rn'c � PROPOSED BULKHEAD - ^_WATERWARD OF I2 PROPOSED DEVELOPMENT: A. DREDGE/RESTORE MAN MADE BOAT BASIN TO -2.5' NWdI_ - PROPOSED EXISTING RIP RAP TO y `� �y _ COASTAL FRINGE ENCAPSULATE B. DREDGE ACCESS CHANNEL TO -2,5° NWL C. INSTALL 504 LF VINYL., BULKHEAD0z n� �' F�1 � j.7 IMPACTS (266 SF) D. RESTORE BOAT ROUSE k:; "" uC+f20i �� ^ PROPOSES BULKHEAD E. RELOCATE HISTORIC KITCHEN LANDWARD OF 75' AEC ; .. --�' .. � • (DESIGN EY OTHERS) / F. CONSTRUCT 6'x100' PIER AND 400 SF FISHING & SUNSET PLATFORM. ELEVATED 1, PROPOSED EXCAVATION t� -ori GREATER THAN 3,0' ABOVE NWL, f OF BASIN AND jjj _- F N _.• BOATHOUSE TO --2. a N E3. BOUNDARY AND TOPOGRAPHIC DATA SHO BASED ON A PHYSICAL SURVEY FOR THE � rp v`'`- Y BAND OF HAMPTON ROADS, BY WILLIAM S. JONES, JR, RLS, PA, DATED 09/15/2015. ... - PROPOSED MATCH GRADE. 4, PROPERTY IS LOCATED IN NFIP FLOOD ZONE AE ( ") AND SUBJECT TO CHANGES, _ ._- 6'x2O' PIER 0 RIP RAF BASED ON COMMUNITY CID NO. 370439; PANEL 9575; SUFFIX J. - 5 �: _; r (MAP NUMBER 3720987500J) EFFECTIVE DATE: 09/20/2006. �� � PROPOSED COASTAL SINGE-- t; r�' r_j ,-' IMPACTS ;021 SF r.K , f:. > �� 1 t ? 7 f f�1fi 2. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, ' e . ( ) I EASEMENTSCOVENANTSETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE , , _ - ..•.-I ; TITLE SEARCH. 13. COASTAL WEILAND LINE AND SHORELINE REMEWED BY €JCM4 MARCH 2016, - PR OSED LIMITS OF l i� ; / F'ROPOSE:D �. DISTURBANCE COASTAL_ WETLAND 13, 5 SF i IMPACTS (54• SF) / ui / e STA Pr EMERGED tC o A. A nt EEt W ��v4 D .. 90, -= - - _ - °��' ORA BAUM 125, PC7 t S, \- �176kE v PR OPOSEI ------PROPOSED - _ -- 'A/ MITS OF / Qx100L2^ -FISHING PIERDISTiRBANCEA- 79Q m €� 75, AFC7 01 PROPOSE t z PLATFORM s ��- _ .. r 770N k TO "ATrT7 of \ FILL.,/GRADING AREA TU FSE kf L,Y J'0 /, FOR BULKHEAD t FOIE J d \ A 1 AL P ,IES C' Ox1E/INIAL P/-Ptc E^r -,N �t r D O IcED PER sr t/ �o AERIAL IMAGER 1,R01 SUH L Y D; j/QD l ly N n , 1 V) 1 a ` \�.,� h, w ALJ(25to c3 �. ' � �V x, c \ V n - /\ E SC ° C C.7 a Q - \ -2tXl g a \ B V4 Y t__ , m c �\ _.� � 1 � _ j ✓ �;. �1 �= � tat [' ` -jLj rig i, i .: GL.. 1 Kitty Hawk clay 1 ,t r' - r t cl �� 0 / r Y M E Ls.1 VICMITY MAP (Kitty Hawk) r zEj (..� w < W W .l U1 cz a iJ ` 1' -� cn ur< 2­3 �;. L L� 7 n .a F 1 - V 'Ld `.' o ow w��L,w t -tom pct /v v_i < o: c C!, cri > > LY. W CJ d � - V) ? Z � LSI Uj n M L t Ili i t!tIp, F5 L;.1 a- L.i LY f ti 0 �inQ -n nJ7 II'] d �I t v s d - _ ID z 6� 0 x 0 TIE INTO EX. x t BULKHEAD LU W1 ' �rilGl� l +— €V r'UNF ,HOVE k , WIRE i EL IJAH BAUM %OAL) ?R 1215 CSD R/N cy NIF f BWkf C Y �� 177 12' 1.211 F15 lqb � zz � ( � 7 1 f VEY q, •47x,5' P' �� r P Fz x% / h ® /47-57' N 16 ` ' 09' !N s� Aar~'arr-il r i iN b, *STRUCTURAL DES" BY OTHERS NTS Nv FJ-/JAH L3AVIhf ROAV, LLC B .20-33, PC, q7 SYNTHETIC FILTER F RIC(TYP) U4 "o I c, ° C! Lai z w y 2 0 PLASTIC OR WIRE 0 -TIES (EACH FROST) v 0 Ear � —FABRIC dY c� "sT BACKFILL TRENCH -AND COMPACT a. 00 0 7 A uE FL �) 4� LLj t 00 5' MAX SPACING FOR STANDARD 4"X8" COMPACTED STRENGTH FABRIC WIN WIRE FENCE BACKFILL. TRENCH MAX SPACING FC'tR EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE X 6i l 1 `Z I f a 144 r,vELL 'DINT kv% ! oor, r; AP � f_. , l Lj !f f RE ALN /N6< t�ALL !/ f V/ - ?c%p ENGE zv, i EL IJAH BAUM %OAL) ?R 1215 CSD R/N cy NIF f BWkf C Y �� 177 12' 1.211 F15 lqb � zz � ( � 7 1 f VEY q, •47x,5' P' �� r P Fz x% / h ® /47-57' N 16 ` ' 09' !N s� Aar~'arr-il r i iN b, *STRUCTURAL DES" BY OTHERS NTS Nv FJ-/JAH L3AVIhf ROAV, LLC B .20-33, PC, q7 SYNTHETIC FILTER F RIC(TYP) BACKFILL GROUND FILTER CLOTH �- :pe DEADMAN WOOD PILES AND VINYL SHEETING ;; r t \ before `; ' i' r .r BACKFILL GpO%jx 1D FILTER CLOTH ?7 AC DEADMAN \-WOOD PILES AND VINYL SHEETING KITS *STROCTURAL DESIGN BY OTHERS THE DATA GIVEN ON THESE PLANS IS BELIEVED TO BE ACCURATE, BUT THE ACCURACY IS NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYINGV AND DIMENSIONS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND T14E ENGINEER CONTINUEN077FIED. WORK MAY O NOTICE TO PROCEED. z -j0 0 z z 0 0 LSI : 0 0 I- 0 F— z COMMISSION NO. P14001.1 DESIGNED BY WDE DRAWN BY OTHERS CHECKED BY WDE SSUE DATE -, 1 1 SHEET NO, l n � Y+ 1 OF SHEETS ,, "o I c, ° C! Lai z w y 2 0 PLASTIC OR WIRE 0 -TIES (EACH FROST) v 0 Ear � —FABRIC dY c� "sT BACKFILL TRENCH -AND COMPACT a. 00 0 A vq FL �) 4� LLj t 00 5' MAX SPACING FOR STANDARD 4"X8" COMPACTED STRENGTH FABRIC WIN WIRE FENCE BACKFILL. TRENCH MAX SPACING FC'tR EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE BACKFILL GROUND FILTER CLOTH �- :pe DEADMAN WOOD PILES AND VINYL SHEETING ;; r t \ before `; ' i' r .r BACKFILL GpO%jx 1D FILTER CLOTH ?7 AC DEADMAN \-WOOD PILES AND VINYL SHEETING KITS *STROCTURAL DESIGN BY OTHERS THE DATA GIVEN ON THESE PLANS IS BELIEVED TO BE ACCURATE, BUT THE ACCURACY IS NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYINGV AND DIMENSIONS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND T14E ENGINEER CONTINUEN077FIED. WORK MAY O NOTICE TO PROCEED. z -j0 0 z z 0 0 LSI : 0 0 I- 0 F— z COMMISSION NO. P14001.1 DESIGNED BY WDE DRAWN BY OTHERS CHECKED BY WDE SSUE DATE -, 1 1 SHEET NO, l n � Y+ 1 OF SHEETS FENCEU4 "o I ° C! Lai 0 PLASTIC OR WIRE -TIES (EACH FROST) FILTER 0 Ear L —FABRIC "sT BACKFILL TRENCH -AND COMPACT 00 , HOROUGHLY A FL �) 4� 4- 4"X8" COMPACTED BACKFILL. TRENCH BACKFILL GROUND FILTER CLOTH �- :pe DEADMAN WOOD PILES AND VINYL SHEETING ;; r t \ before `; ' i' r .r BACKFILL GpO%jx 1D FILTER CLOTH ?7 AC DEADMAN \-WOOD PILES AND VINYL SHEETING KITS *STROCTURAL DESIGN BY OTHERS THE DATA GIVEN ON THESE PLANS IS BELIEVED TO BE ACCURATE, BUT THE ACCURACY IS NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYINGV AND DIMENSIONS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND T14E ENGINEER CONTINUEN077FIED. WORK MAY O NOTICE TO PROCEED. z -j0 0 z z 0 0 LSI : 0 0 I- 0 F— z COMMISSION NO. P14001.1 DESIGNED BY WDE DRAWN BY OTHERS CHECKED BY WDE SSUE DATE -, 1 1 SHEET NO, l n � Y+ 1 OF SHEETS Field Investigation Report Page 2 PROJECT SUMMARY The applicant proposes to construct two piers, add onto an existing bulkhead, move a non- conforming structure, and dredge an existing boat basin and access channel into Kitty Hawk Bay from a private residence Proiect Setting The property proposed for development is located at 3805 Elijah Baum Drive (SR 1215) in Kitty Hawk, and consists of 4 35 acres adjacent to Kitty Hawk Bay The site includes a historic two- story farm house situated towards the Northern end of the property with an old brick pump house beside it There is also a small playhouse located to the west of the old house among the large live oaks on the property Along the shoreline on the southwest end of the property there is an existing 250 -feet of bulkhead that ends at the beginning of wetlands Along the southeast shoreline there is some riprap around the end of the small peninsula created by the boat basin located on the property Located at the terminus of a small canal along the eastern end of the property is a 55 -foot by 90 -foot boat basin that includes a 16 -foot by 31 -foot historic boathouse and small 16 5 -foot by 35 5 -foot building on the western end of the basin The adjacent property to the north is an empty lot owned by a private property owner, and the property to the west is a residential lot with a house and pier Vegetation noted on the site includes, but is not limited to, live oaks (Quercus wrgmiana), indigenous yard grass with Black Needle Rush (Juncas roemenanus), and Giant Cord Grass (Spartma cynosuroides) along the shoreline Soil types includes, but is not limited to, Fripp sand (FrD), Ousley fine sand (OuB) and Osier fine sand (OsA) Also, the water classification for the site is Aquatic Life, Secondary recreation, Salt Water (SC) Submerged Aquatic Vegetation noted on site includes but is not limited to, Widgeon Grass (Ruppia mantima) and Eurasian Mi[foil (Mynophyllum spicatum) The property has an elevation of about 8 feet above Normal Water Level (NWL), and the property has a Coastal Wetland Fringe Development Proposal The applicant proposes to construct a 6 foot by 20 -foot pier within the existing boat basin located on the eastern side of the property Within this boat basin the applicant also plans on moving the old 16 5 foot by 35 5 foot building out of the AEC and placing it beside the old house located on the Northern end of the property, renovate the existing boathouse, dredge out the boat basin and a 290 -foot access canal out into Kitty Hawk Bay to reach a depth of -2 5 feet The water within the boat basin is approximately -0 5 feet and at the terminus of the proposed channel is approximately -2 4 feet The applicant is also proposing to extend the 250 -foot bulkhead that exists on the southwestern side of the property another 504 feet around the southern end of the property to the Northeastern side of the boat basin Also along the southern side of the property the applicant is proposing to construct a 6 foot by 100 -foot pier with a 20 foot by 20 -foot platform extending 120 feet out into Kitty Hawk Bay The water depth at the terminus of the proposed 100 -foot pier is 2 feet 4 r ' Field Investigation Report Page 3 Anticipated Impacts The proposed development of the 100 -foot pier on the Southern end of the property will result in the shading of 150 square feet of Estuarine Shoreline and Coastal Wetlands and 850 square feet of Public Trust Area and Estuarine Waters Areas of Environmental Concern The proposed 20 -foot pier in the boat basin will result in the shading of 120 square feet of Public Trust Area and Estuarine Waters Areas of Environmental Concern The proposed additional bulkhead will result in the filling of 8,475 square feet of Estuarine Shoreline and Coastal Wetlands and 385 square feet of Public Trust Area and Estuarine Waters Areas of Environmental Concern The proposed project will involve the dredging of 737 square feet Estuarine Shoreline and Coastal Wetlands and 11,850 square feet of bottom area within the Public Trust Area and Estuarine Waters Areas of Environmental Concern Approximately 700 square feet of submerged aquatic vegetation and 706 cubic yards of bottom material will be excavated from the Public Trust Area and Estuarine Waters Areas of Environmental Concern to a minimum depth of -2 5 Temporary water turbidity will occur during dredging and construction Submitted by Cynthia Rountree Date August 26, 2016 i � Elijah Baum Tract !LL 21 ; 25 3805 Elijah Baum Dr Kitty Hawk, NC CAMA Major- Protect Narrative DCM-E Existing Conditions The site is a 4 35 Acres (189,489 sq ft ) parcel of land located at the end of Elijah Baum Dr and owned by the Doug Twiddy in Kitty Hawk, Dare County, North Carolina The parcel of land is located along the Albemarle Sound (Kitty Hawk Bay) The upland portion of the property is dominantly covered with maintained grasses and large heritage live oaks (-350 years old) A soil drive serves the residence The modern single family residence, guest house, gazebos etc and gardens were removed A Minor CAMA Permit was obtained by the demolition company for the removal of the residence that had portions located within the 75 feet CAMA AEC The demolition of existing structures onsite decreased the amount of impervious coverage and structures on the property Structures that remain on site are limited to the original historic home (currently being renovated), the kitchen and boat house Along the shoreline there is a section on the southwestern corner of the property that is bulkheaded and a small section of riprap is located on the southeastern corner of the property A boat house and historic kitchen structure are located at the head of the manmade boat basin on the southeastern corner of the property The basin is shoaled in and unnavigable The man made boat basin has a coastal marsh fringe growing along the edges due to lack of maintenance in the basin over the years A canal connecting to Kitty Hawk Bay runs along the eastern boundary of the property connecting the basin to Kitty Hawk Bay Water depths and notes taken during an SAV Survey are included on the attached CAMA Site Plan SAV Survey A Submerged Aquatic Vegetation Survey (SAV) was conducted on July 13, 2016 In general, the north end of Kitty Hawk Bay is known SAV habitat Ruppia Maritima (widgeon grass) occurred predominately in in sandy soils with an estimated coverage percentage of 15% to 20% Eurasian Milfoil dominated the loose organic sediments found within the creek and the areas adjacent to the man-made boat basin with an overall coverage of roughly 35% See attached SAV report for more detail on SAV found Proposed Work Currently proposed work requiring CAMA permitting includes the construction of a six (6) feet by twenty (20) linear feet staging pier located adjacent to the existing boathouse A 100 linear feet by six (6) feet wide pier proposed out over Kitty Hawk Bay extending from the south shoreline of the property A 400 square feet platform is proposed at the end (no slips proposed) The historic kitchen structure located next to the boat house is proposed to be moved to its original location - connected to the historic home and out of the 75 feet AEC Approximately 504 linear feet of vinyl bulkhead is proposed as shown on the attached CAMA Site Plan The area behind the bulkhead is to be backfilled with light grading and seeded The man-made boat basin is proposed to be excavated to a total depth of -2 5 feet along with a twenty feet wide access channel (requires only minimal maintenance to restore to a depth of -2 5 feet relative to NWL) Based on the water depths collected on May 26, 2016, it is estimated that the boat basin and access channel dredging will generate approximately 706 cubic yards of material Approximately 587 SF of coastal marsh fringe will be excavated or encapsulated by the new bulkhead from the basin This fringe has occurred due to lack of maintenance of the basin, if the basin had been maintained this fringe would not be present A dredge spoil disposal area (6,400 sf) is proposed as shown on the attached CAMA Site Plan Dredge spoil will be blended with sands and other topsoil on site and subsequently stabilized with grasses Elijah Baum Tract 3805 Elijah Baum Dr Kitty Hawk, NC CAMA Mayor- Project Narrative Purpose and Need The applicant is planning to restore the property to its historic 1800's condition An archeologist was consulted to assist with the relocation of the existing historic structures and restore them to period correct specifications and former and original locations The proposed plan is to move the kitchen (labeled on attached plat) back to its original location attached to the main house The boat house will be reconstructed using the existing wood in the same footprint that it sits currently The dilapidated bulkhead around the boat basin will be replaced and the basin will be restored to a depth of -2 5 feet relative to normal water level (NWL) The purpose of this project is to restore, protect, and preserve the historic residential home site and large heritage Live Oak's present onsite The North end of Kitty Hawk Bay is a zone of shifting sands that have become the main problem for navigation Prevailing S and SW winds in the summer have cause shoaling to occur on this end of the bay and prevailing N and NE winds in the winter cause extreme wind tides in the area causing portions of the sound to be completely exposed and unnavigable The dredging proposed exiting the boat basin and out to natural water depth of -2 5 ft (NWL) is needed for safe navigation to and from the existing basin V. Form DCM MP 1 (Page 2 of 4) KOMO APPLICATION for Major Development Permit 3 Project Location DC M- County (can be multiple) Street Address State Rd # Dare 3805 Elijah Baum Rd 1215 Subdivision Name City State Zip e Vegetation on tract Kitty Hawk NC 27949 Phone No Lot No (s) (if many attach additional page with list) 252 473 5867 ext g Identify and describe the existing land uses adiacent to the proposed project site a In which NC river basin is the project located? b Name of body of water nearest to proposed project Pasquotank Kitty Hawk Bay c Is the water body identified in (b) above natural or manmade? d Name the closest major water body to the proposed project site ®Natural ❑Manmade ❑Unknown Albemarle Sound e Is proposed work within city limits or planning jurisdiction? f If applicable list the planning jurisdiction or city limit the proposed ®Yes ❑No work falls within Kitty Hawk t 4 Site Description a Total length of shoreline on the tract (ft) b Size of entire tract (sq ft ) aprox 1 005 05 It 4 35 Acres (189 489 sq ft ) c Size of individual lot(s) d Approximate elevation of tract above NHW (normal high water) or NWL (normal water level) (If many lot slzes please attach additional page w1th a list) 7' ❑NHW or ®NWL e Vegetation on tract Uplands on site are mostly maintained grasses with large Live Oaks Coastal wetlands along the porperty are predominately Giant Cordgrass with patches of Black Needle Rush f Man made features and uses now on tract A two story historic structure on a block foundation with gravel coverage and a dirt driveway A one story historic structure sits along the shoreline with a one story boathouse next to it A section of vinyl bulkheading is located on the southern corner of the lot g Identify and describe the existing land uses adiacent to the proposed project site Single family residences h How does local government zone the tract? i Is the proposed project consistent with the applicable zoning? VR 1 Low Density Village Residential (Attach zoning compliance certificate if applicable) ®Yes ❑No ❑NA j Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No k Hasa professional archaeological assessment been done for the tract? If yes attach a copy ❑Yes ®No ❑NA If yes by whom? I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA National Register listed or eligible property? <Form continues on next page> 252-808 2808 1 888-4RCOAST www riccoastallmanagement net Kecelve DCM MP -`i y'L 2 �, 2015 APPLICATION for Major Development Permit F (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1 Primary Applicant/ Landowner Information Business Name Project Name (if applicable) Applicant 1 First Name Doug MI Last Name Twiddy Applicant 2 First Name MI Last Name If additional applicants, please attach an additional pages) with names listed Mailing Address 1622 Sound Landing Road PO Box City Kitty Hawk State NC ZIP 27949 Country USA Phone No 252 202 3907 ext FAX No Street Address (if different from above) City State ZIP Email 2 Agent/Contractor Information Business Name Quible & Associates P C Agent/ Contractor 1 First Name MI Last Name Troy Murphy Agent/ Contractor 2 First Name MI Last Name Mailing Address PO Box City State 870 Kitty Hawk NC ZIP Phone No 1 Phone No 2 27949 252 261 3300 ext — ext FAX No Contractor # Street Address (if different from above) City State ZIP 8466 Caratoke Highway Suite 400 Powells Point NC 27966 Email tmurphy@quible com <Form continues on back> 252 808 2808 1 888 4RCOAST www nocooasaalmanagement net 11 Form DCM MP 1 (Page 3 of 4 MUUMUU ( 9 ) APPLICATION for J,,[ , , 6 1 Major Development Permit m (i) Are there wetlands on the site? w ®Yes ❑No (u) Are there coastal wetlands on the site? ®Yes []No (iii) If yes to either (i) or (u) above has a delineation been conducted? ®Yes ❑No (Attach documentation If available) n Describe existing wastewater treatment facilities Onsite septic system o Describe existing drinking water supply source Drinking water is provided by Dare County Water Distribution System p Describe existing storm water management or treatment systems Swales and roadside ditches 5 Activities and Impacts } a Will the project be for commercial public or private use? ❑Commercial ❑Public/Government ®Private/Comm unity b Give a brief description of purpose use and daily operations of the project when complete The proposed work will help to stablize the shoreline and excavation will allow the exisiting basin to be navigable The new pier will allow pedestrian/fishing and passive recreation access The daily operations of the site are private residential c Describe the proposed construction methodology types of construction equipment to be used during construction the number of each type of equipment and where it is to be stored Conventional construction equipment mechanical dredging (barge and excavator) d List all development activities you propose The proposed development includes a 504 linear foot bulkhead for shoreline stablization 706 cubic yard excavation of an exsiting manmade basin to a depth of 2 5 NWL and to construct a 6'x 20' pier to allow dockage and access outside of the boathouse An addtion of a 100 LF X 6 ft pier with a 20 x 20' platform is propsed extending from the southern shoreline out into Kitty Hawk Bay e Are the proposed activities maintenance of an existing project new work or both? Both f What is the approximate total disturbed land area resulting from the proposed project? 21,301 sq ft ®Sq Ft or ❑ Acres g Will the proposed project encroach on any public easement public accessway or other area ❑Yes ®No ❑NA that the public has established use of? h Describe location and type of existing and proposed discharges to waters of the state N/A i Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA If yes will this discharged water be of the same salinity as the receiving water? []Yes ❑No ®NA I Is there any mitigation proposed? ❑Yes ❑No ®NA If yes attach a mitigation proposal <Form continues on back> 282-808-2888 1-888 4RC®AST WWW viccoastalmanagement not I Form DCM MP 1 (Page 4 of 4) APPLICATION for Major Development Permit 6 Additional Information In addition to this completed application form (MP 1) the following items below if applicable must be submitted in order for the application package to be complete Items (a) — (f) are always applicable to any major development application' Please consult the application mstruchon booklet on how to properly prepare the required items below a A project narrative b An accurate dated work plat (including plan view and cross sectional drawings) drawn to scale Please give the present status of the proposed project Is any portion already complete? If previously authorized work clearly indicate on maps plats drawings to distinguish between work completed and proposed c A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site d A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties e The appropriate application fee Check or money order made payable to DENR f 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 Name F Everett Forbes Trustees Phone No Address 4090 Caplock Ct Middleburg FL 32068 Name 3800 Elijah Baum Road Llc Phone No Address 802 N Franklin St Hinsdale IL 60521 Name Y r Phone No Address g A list of previous state or federal permits issued for work on the project tract Include permit numbers permittee and issuing dates CAMA Minor Permitt 16 054 CAMA General Permitt A42675 h Signed consultant or agent authorization form if applicable i Wetland delineation if necessary j A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner) k A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1 10) if necessary If the project involves expenditure of public funds or use of public lands attach a statement documenting compliance with the North Carolina Environmental Policy Act 7 Certification and Permission to,Enter on Land Y ' 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 the conditions and restrictions contained in the permit 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 Date Print Name / �) Signature Please indicate application attachments pertaining to your proposed project ®DCM MP 2 Excavation and Fill Information ❑DCM MP 5 Bridges and Culverts ❑DCM MP 3 Upland Development ®DCM MP 4 Structures Information 252-808-2808 1-888-4RCOAST WWW nccoastalmanagement not Form DCM MP -2 EXCAVATION and FILL (Except for bridges and culverts) R cewed 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 Please Include all supplemental Information Describe below the purpose of proposed excavation and/or fill activities All values should be given In feet 1 EXCAVATION El This section not applicable a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated cubic yards Sand 706 cu yds c (i) Does the area to be excavated include coastal wetlands/marsh d High ground excavation in cubic yards (CW) submerged aquatic vegetation (SAV) shell bottom (SB) N/A or other wetlands (WL)? If any boxes are checked provide the number of square feet affected ®CW 587 so ft®SAV +/ 699 sq ft ❑SB OWL ❑None (ii) Describe the purpose of the excavation in these areas To allow navigable access again to an existing manmade basin with a proposed pier and existing boathouse The boat house measuring 16 ft x 31 ft is to be excavted and is listed in the Other section of the table above 2 DISPOSAL OF EXCAVATED MATERIAL ❑ This -section not applicable t a Location of disposal area b Dimensions of disposal area Disposal area is shown on attached plat (i) Do you claim title to disposal area? ®Yes ❑No ❑NA (ii) If no attach a letter granting permission from the owner (i) Does the disposal area include any coastal wetlands/marsh (CW) submerged aquatic vegetation (SAV) shell bottom (SB) or other wetlands (WL)? If any boxes are checked provide the number of square feet affected ❑CW ❑SAV ❑SB OWL ®None (u) Describe the purpose of disposal in these areas 160' x 40' d (i) Will a disposal area be available for future maintenance? ®Yes []No ❑NA (ii) If yes where? On site f (i) Does the disposal include any area in the water? ❑Yes ®No ❑NA (ii) If yes how much water area is affected? 252-8+08 2808 1-888.4RCOAST www nccoastalmanaaement net revised 12/26/06 Access Other Channel (NLW or Canal Boat Basin Boat Ramp Rock Groin Rock Breakwater (excluding shoreline NWL) stabilization) Length 290 ft --92 ft 31 ft Width 20 ft --65 ft 16 ft Avg Existing Depth 2 ft (NWL) 0 5' (NWL) NA NA 0 5' (NWL) Final Project Depth 2 5 ft (NWL) 2 5 ft (NWL) NA NA 2 5 ft (NWL) 1 EXCAVATION El This section not applicable a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated cubic yards Sand 706 cu yds c (i) Does the area to be excavated include coastal wetlands/marsh d High ground excavation in cubic yards (CW) submerged aquatic vegetation (SAV) shell bottom (SB) N/A or other wetlands (WL)? If any boxes are checked provide the number of square feet affected ®CW 587 so ft®SAV +/ 699 sq ft ❑SB OWL ❑None (ii) Describe the purpose of the excavation in these areas To allow navigable access again to an existing manmade basin with a proposed pier and existing boathouse The boat house measuring 16 ft x 31 ft is to be excavted and is listed in the Other section of the table above 2 DISPOSAL OF EXCAVATED MATERIAL ❑ This -section not applicable t a Location of disposal area b Dimensions of disposal area Disposal area is shown on attached plat (i) Do you claim title to disposal area? ®Yes ❑No ❑NA (ii) If no attach a letter granting permission from the owner (i) Does the disposal area include any coastal wetlands/marsh (CW) submerged aquatic vegetation (SAV) shell bottom (SB) or other wetlands (WL)? If any boxes are checked provide the number of square feet affected ❑CW ❑SAV ❑SB OWL ®None (u) Describe the purpose of disposal in these areas 160' x 40' d (i) Will a disposal area be available for future maintenance? ®Yes []No ❑NA (ii) If yes where? On site f (i) Does the disposal include any area in the water? ❑Yes ®No ❑NA (ii) If yes how much water area is affected? 252-8+08 2808 1-888.4RCOAST www nccoastalmanaaement net revised 12/26/06 FCF4n 0CM PJIP--? (Exoavatgon and Fills, Page 2 of 3) Received 3 SHORELINE STABILIZATION _ (If development rs a wood groin use MP 4 — Structures) a Type of shoreline stabilization b ®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other c Average distance waterward of NHW or NWL - 2 ft d e Type of stabilization material Vinyl/Wood g Number of square feet of fill to be placed below water level Bulkhead backfill 980 soft Riprap Breakwater/Sill Other I Source of fill material Excavated material from proposed dredge area f'ilii_j_r; ❑ This section not applicable Length 504 ft Width 1 ft Maximum distance waterward of NHW or NWL - 7 ft f (i) Has there been shoreline erosion during preceding 12 months? ®Yes ❑No [INA (ii) If yes state amount of erosion and source of erosion amount information 1 2 ft Anecdotal h Type of fill material Sand 4 OTHER FILL ACTIVITIES ®Thrs section not applicable (Excluding Shoreline Stabilization) a (i) Will fill material be brought to the site? ❑Yes ❑No DNA b (il Will fill material be nlaced in rnastal watianric/march rr.Un If yes (ii) Amount of material to be placed in the water (w) Dimensions of fill area (iv) Purpose of fill 5`GENERAL a How will excavated or fill material be kept on site and erosion controlled? Excavated material will be placed in the designated disposal area shown on the plat with silt fence for containment c (i) Will navigational aids be required as a result of the project? [--]Yes ®No [--INA (ii) If yes explain what type and how they will be implemented submerged aquatic vegetation (SAV) shell bottom (SB) or other wetlands (WL)? If any boxes are checked provide the number of square feet affected ❑CW ❑SAV ❑SB ❑WL ❑None (ii) Describe the purpose of the fill in these areas b What type of construction equipment will be used (e g dragline backhoe or hydraulic dredge)? Barge and excavator d (i) Will wetlands be crossed in transporting equipment to project site? ❑Yes ®No ❑NA (u) If yes explain steps that will be taken to avoid or minimize environmental impacts 252-808 2808 1 888 4RCOAST www riccoastallmanacaement net revised 12/26/06 FOrrM DCIW MF -2 (Excavation and ri-PH, Page 3 of 3) 1!2 �j /ZO� Date eCeW 3gos �t��ti��t � mow, d d Project Name DCM- C Applicant Namb App cant SK re 252 808 2808 1 888 4RCOeAST www aaccoastalm anagen ent net revised 12/26106 Form ®CM MP -4 STRUCTURES (Construction within Public Trust Areas) Received ( 35 1 . 2 � DC -EC 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 Please include all supplemental information 1 DOCKING FACILITY/MARINA CHARACTERISTICS a (i) Is the docking facility/marina ❑Commercial ❑Public/Government ®Private/Community c (i) Dock(s) and/or pier(s) (u) Number 2 (m) Length (1) 20 LF and (2) 100 LF (iv) Width 6 ft (v) Floating ❑Yes ®No e (i) Are Platforms included? ®Yes ❑No If yes (u) Number 1 (w) Length 20 ft (iv) Width 20 ft (v) Floating []Yes ®No Note Roofed areas are calculated from dnplrne dimensions g (i) Number of slips proposed 0 (u) Number of slips existing 1 i Check the proposed type of siting ❑ Land cut and access channel ®Open water dredging for basin and/or channel ❑Open water no dredging required []Other please describe * Maintenance of existing basin k Typical boat length 16' m (i) Will the facility have tie pilings? []Yes ®No (u) If yes number of tie pilings? N/A ❑ This section not applicable b (i) Will the facility be open to the general public? ❑Yes ®No d (i) Are Finger Piers included? ❑Yes ®No If yes (u) Number (m) Length (iv) Width (v) Floating ❑Yes ❑No f (Q Are Boatlifts included? ❑Yes ®No If yes (u) Number (w) Length (N) Width h Check all the types of services to be provided ❑ Full service including travel lift and/or rail repair or maintenance service ❑ Dockage fuel and marine supplies ® Dockage ( wet slips ) only number of slips 1 ❑ Dry storage number of boats ❑ Boat ramp(s) number of boat ramps ❑ Other please describe Describe the typical boats to be served (e g open runabout charter boats sad boats mixed types) Small open runabouts. Skiffs I (i) Will the facility be open to the general public? [--]Yes ®No 252 808-2808 1 888 4RCOAST www raccoastalmanwgement net revssed 12/27106 �"O3'en Vit,"M MP -4 (SVvictures3 Page 2 of 4) 2 DOCKING FACILITY/MARINA OPERATIONS a Check each of the following sanitary facilities that will be included in the proposed project ❑ Office Toilets ❑ Toilets for patrons Number Location N/A ❑ Showers ❑ Boatholding tank pumpout Give type and location N/A b Describe treatment type and disposal location for all sanitary wastewater Exisitng on site septic c Describe the disposal of solid waste fish offal and trash Onsite trash recepticals ® This sechoj7 not I p 2,J C ) DC -EC d How will overboard discharge of sewage from boats be controlled N/A e (i) Give the location and number of No Sewage Discharge signs proposed N/A (u) Give the location and number of Pumpout Available signs proposed N/A f Describe the special design if applicable for containing industrial type pollutants such as paint sandblasting waste and petroleum products N/A g Where will residue from vessel maintenance be disposed of? N/A h Give the number of channel markers and No Wake signs proposed 0 1 Give the location of fuel handling facilities and describe the safety measures planned to protect area water quality N/A 1 What will be the marina policy on overnight and live aboard dockage2 N/A k Describe design measures that promote boat basin flushing? N/A I If this project is an expansion of an existing marina what types of services are currently provided? N/A m Is the marina/docking facility proposed within a primary or secondary nursery area'? ❑Yes ®No 252 808 2808 1 888 4RCOAST www necoastalmanaaaement net revised 12/27106 VorrP DCt41' FVW313 (Stmiciures, Page 3 of 41 n Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? ❑Yes ®No o Is the manna/docking facility proposed withinor adjacent to coastal wetlands/marsh (CW) submerged aquatic vegetation (SAV) shell -bottom (SB) or other wetlands (WL)? If any boxes are checked provide the number of square feet affected Received ®CW 587 so ft®SAV +/ 699 sa ft []SB SB OWL [--]None p Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No If yes give the name and address of the leaseholder(s) and give the proximity to the lease DMEU N/A 3 BOATHOUSE (including covered lifts) This section not apphcable a (Q Is the boathouse structure(s) ❑Commercial ❑Public/Government ®Private/Community (n) Number 1 (w) Length 31 ft (iv) Width 16 ft Note Roofed areas are calculated from dnpline dimensions 4 GROIN (e g, wood sheetpde, etc If a rock groin, use MP 2, Excavation and Fill) ❑ This section not applicable a (Q Number (n) Length (iii) Width 5 BREAKWATER (e g wood, sheetpde, etc) This section not applicable a Length b Average distance from NHW NWL or wetlands c Maximum distance beyond NHW NWL or wetlands 6 MOORING PILINGS and BUOYS 7 ®This section not apphcable a Is the structure(s) ❑Commercial ❑Public/Government ❑Private/Community c Distance to be placed beyond shoreline Note This should be measured from marsh edge if present e Arc of the swing b Number d Description of buoy (color inscription size anchor etc ) 7 GENERAL r t K 252 808-2808 1 888 4RC®AST vvww nccaastalmanagernent net revised 92/27/05 a Proximity of structure(s) to adjacent riparian property lines Approx 165 LF Note For buoy or mooring piling use arc of swing including length of vessel c Width of water body - 14,900 LF b Proximity of structure(s) to adjacent docking facilities Approx 810 LF for the 20 LF x Eft pier and approx 380 ft for the 100 LF x 6' pier - d Water depth at waterward end of structure at NLW or NWL — 2 0' (NWL) e (i) Will navigational aids be required as a result of the project? ❑Yes ®No ❑NA (n) If yes explain what type and how they will be implemented 8 OTHER - ❑ This section not applicable a Give complete description Restoration and basin excavation of the exisitng historic boat house measuring 16 ft x 31 ft See MP 2 section 1 a Date e y � Project Name VLAV-?k:J, (A5C"�) Applicant Name s � z � C � t y Appit nt Sig re Y r eCelved Flt �@,l LMF1411,T, 252 808 2808 1-888 4RCOA5T wvvuv nceopsta0managemeng net revised 12/27/06 2016 SAV Survey Report 3805 Elijah Baum Road, Kitty Hawk NC Receo `ea J- a � 71 f,3 DC -EC I Introduction The purpose of this report is for Quible & Associates, P C (Quible) to provide state and federal regulatory agencies with a review of submerged aquatic vegetation (SAV) in proximity to an area of proposed dredging (review area) to maintain a navigable boat channel from an existing boat basin to Kitty Hawk Bay in Kitty Hawk, Dare County, North Carolina The July 13th SAV survey was conducted to examine the substrate of shallow waters of to the Site for the presence of SAV, and to document the conditions that may relate to SAV habitat The SAV survey was conducted at this time of the year in order to assess SAV presence during the peak growing season for SAV as required by resource management agencies Generally, low salinity SAV found in this area of Kitty Hawk Bay prefers low energy shallow water areas where significant photic penetration through the water column to the substrate persists These species go dormant in the winter months as water temperatures decrease II Methodology The Site includes an area from an existing boat basin extending southerly approximately 250 feet into Kitty Hawk Bay The area encompasses the proposed dredge area as well as adjacent waters, and extends out to -2 5 ft (NWL) in the sound The accompanying SAV exhibit includes 2012 aerial photography provided by Dare County with the study area identified Water depth surveying was conducted throughout the Site on May 26th, 2016 Depths were collected by a survey crew from Quible using survey -grade GPS and plotted relative to normal water level (NWL) SAV surveying consisted of diving and walking throughout the review area to determine coverage of SAV Where any live SAV was encountered, coverage estimates were made based on percent cover standards' In addition, species composition was recorded III Findings Two species of SAV were encountered in the area evaluated The species encountered were Myriophyllum spvcatum (Eurasian Watermilfoil) and Rupp►a mantima (Widgeon Grass) The dominant species included within the existing canal and mouth of the existing boat basin was Eurasian Watermilfoil The substrate within the existing canal and boat basin is an organic muck Upon exiting the canal and boat basin the substrate transitions into a sand bottom Widgeon Grass was the dominate species in the sand substrate In general, the Eurasian Watermilfoil was found to have a longer growth habit than the Widgeon Grass which exhibited shorter stem lengths The longer stem lengths associated with the Eurasian Watermilfoil causes the stems to float on the surface giving an appearance of more coverage than what is found on the substrate The Eurasian Watermilfoil seems to be a 50% coverage by examining the ' A resource on hand during the investigation was percent cover standards (photographs) that were taken from http //seagrasswatch org/home html 2016 SAV Survey Report 3805 Elijah Baum Road, Kitty Hawk NC surface, but closer inspection of the substrate revealed the coverages were closer to 35% Moving out of the muck substrate present in the canal and boat basin and into the sand substrate of Kitty Hawk Bay, the Eurasian Watermilfoil begins to decline in population and Widgeon Grass becomes dominate Widgeon Grass was determined to have a coverage of 15% to 20%, with Eurasian Milfoil coverages 0% to 5% Coverage in the portion of Kitty Hawk Bay examined was found to be patchy with some areas having no SAV present A sketch illustrating aerial extent of species observed and percent coverages has been attached to this report IV References 1 Bay Grass Identification Key, 2008, http //www dnr state and us/bay/SAV/key/, Maryland Department of Natural Resources 2 Caldwell, W S , 2001, Hydrologic and Salinity Characteristics of Currituck Sound and Selected Tributaries in North Carolina and Virginia, 1998-99, U S Geological Survey, Water -Resources Investigations Report 01-4097, 36 p 3 Seagrass-Watch Percent Cover Standards, 2010, http //seagrasswatch org K U \ZU14\F'14UU1 \Urowings\F'14UU1 1—SAV Sketch awg //ZU/ZU16 9 UZ AM Imurphy 41 6 J t Y - Received, PRELIMNA Y ,u -CAMA, � ut L �i ��l'tCi rt a—.,, 1 �' �;+* •t ,.E -` .t P-EkMITTING Y.,..p„}(,, ��j�'pp� f e�Yy r� x r EG ONL eumITS OF INVES11GATI0�1 �' ~` PROPOSED'DAEDGE AREA a Lxi �Y. t Y N Y—' a""y -• T � ,�� w 7 5�� � y l v � 1 � y>,. 4 � { ... � �+�. K �•-E �S s'"v � p�`L�y`r — 'U ti z w >\ r / y w 1” EURASIANS v3� \ APPROXY S a _ 35% COVERAGE 04 y� ,.A _A hk 7 `WIDGEON GRAS r APRR& "Y COVERAGF� y } S rx �\ h 1 ��` —� l y+tW Ct{ � n Y .a. ' 4 � .. ` ' y .� ry+•,r,,. c 1 1i 1 w V c PROPOSED PlEk y �. Y � i Y PROJECT COPYRIGHT © 2015 SAY BXFIIBTT QUIBLE & ASSOCIATES PC P14001 1 THIS DOCUMENT IS THE PROPERTY OFQuible QUIBLE &ASSOCIATES PC ANY SINCE 1959 TWIDDY PROPERTY DRAWN BY ALTERATION OF THIS DOCUMENT IS JTM IF THIS DOCUMENTPROED IS NOT SIGNED AND SEALED Bl A LICENSED PROFESSIONAL THEN THIS DOCUMENT SHALL BE 3805 ELIJAH BAUM ROAD & Associates, P.C. ENGINEERING * CONSULTING * PLANNING ENVIRONMENTAL SCIENCES ■ SURVEYING CHECKED BY TWIDDY PROPERTY DARE COUNTY WDE CONSIDERED PRELIMINARY NOTA CERTIFIED DOCUMENT AND SHALL NOT BE USED FOR CONSTRUCTION NORTH CAROLINA NC License # C-0208 PO Drawer 870 Kitty Hawk NC 27949 0 50 100 DATE RECORDATION SALES OR LAND Phone (252) 491-8147 7/18/16 CONVEYANCES UNLESS OTHERWISE Fax (252) 491-8146 NOTED GRAPHIC SCALE IN FEET 1"=50 E—Mail administrator@quible com MAJOR PERMIT FEE MATRIX Applicant TW , y Selection Development Type Fee DCM % DWQ % (14300 16014351000931625 6253) (24300 1602 435100095 2341) I Private, non-commercial development that does not $250 100%($250) 0%($0) involve the filling or excavation of any wetlands oro en water areas II Public or commercial development that does not $400 100%($400) 0%($0) involve the filling or excavation of any wetlands oro en water areas E] Major Modification to a $250 100%($250) 0%($0) CAMA Major permit III For development that involves the filling and/or excavation of up to 1 acre of wetlands and/or open water areas, determine if A, B, C, or D below applies III(A) Private, non - E] commercial development, if $250 100%($250) 0%($0) General Water Quality Certification No 3490 (See attached) can be applied III(B) Public or commercial ❑ development, if General $400 100%($400) 0%($0) Water Quality Certification No 3490 (See attached) can be applied III(C) If General Water ❑ Quality Certification No $400 60%($240) 40%($160) 3490 (see attached) could be applied, but DCM staff 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 $400 60%($240) 40%($160) 3490 (see attached) cannot be applied IV For development that involves the filling and/or $475 60%($285) 40%($190) excavation of more than one acre of wetlands and/or open water areas 1, OWNER/APPLICANT: DOUGLASBOX3A. 4 S' SHARON C. TDD COROLLA, NC 2.7927 PIN: 9875-1046-7768 � � PID: 018172000 / - 3. PROPERTY ADDRESS: 3805A ELIJAH BAUM ROAD 4. RECORDED REFERENCE: DS 2084, PG 1; PC D, SL 373 M 5. TOTAL TRACT AREA = 189,627 SF /.x,35 AC 6, TRACT AREA WITHIN 30° CAMA BUFFER = 26,610 SF / 0.61 AC 7, COVERAGE WITHIN 30' CAMA BUFFER = 483 SF (1.8.2%) a ^� �.. PROPOSED ACCESS CHANNEL EXISTING 960 SF (3.610 ,.. - -- - 20°IDE 242 LI DEMO 477 SF APPROXIMATE '`` NATURAL` DREDGE TO ELEV 2. i° NV 3. TRACT AREA WITHIN 75' AEC = 57,568 SF / 1.32. AC '''^ � CHANNEL � R PROPOSED BULKHEAD Z -(DESIGN BY OTHERS) 93 COVERAGE WITHIN 75' AEC = 503 SF (2.757.) EXISTING 1,584 SF (3.61%) DEMO 1,081 SF APPROXIMA 1`LWFG IO. APPROXIMATE LAND DISTURBANCE -- 11,787 SF 0.27 AC � )on3 1. TOTAL LENGTH OF SHORELINE = 1,005 LF x n v Y7 L rn'c � PROPOSED BULKHEAD —_WATERWARD OF 12. PROPOSED DEVELOPMENT: A. DREDGE/RESTORE MAN MADE FLOAT BASIN TO -2.5' NWdI_ - PROPOSED EXISTING RIF' RAP TO y `� �y _ COASTAL FRINGE ENCAPSULATE B. DREDGE ACCESS CHANNEL TO -2,5° NWL C. INSTALL 504 LF VINYL., BULKHEAD0z n� �' F�1 � j.7 IMPACTS (266 SF) D. RESTORE BOAT ROUSE k:; "" +f 20iPROPOSE BULKHEAD E. RELOCATE HISTORIC KITCHEN LANDWARD OF 75' AEC ; .. --�' .. � • (DESIGN EY OTHERS) F. CONSTRUCT 6'x100' PIER AND 400 SF FISHING & SUNSET PLATFORM. ELEVATED 1, PROPOSED EXCAVATION t� -ori GREATER THAN 3,0' ABOVE NWL, f OF BASIN AND jjj _- F N _.• BOATHOUSE TO --2. a N E3. BOUNDARY AND TOPOGRAPHIC DATA SHO BASED ON A PHYSICAL SURVEY FOR THE � rp v`'`- Y BAND OF HAMPTON ROADS, BY WILLIAM S. JONES, JR, RLS, PA, DATED 09/15/2015. ... - .. PROPOSED MATCH GRADE. 4, PROPERTY IS LOCATED IN NFIP FLOOD ZONE AE ( .8'} AND SUBJECT TO CHANGES. _ ._- 6'x2O' PIER 0 RIP RAP BASED ON COMMUNITY CBCs NO. 370439; PANEL 98°75; SUFFIX J. - 5 �: _; r (MAP NUMBER 3720987500J) EFFECTIVE DATE: 09/20/2006. �� � PROPOSED COASTAL SINGE-- t; r�' r_j ,- _ - IMPACTS ;021 SF r.K , f:. > �� 1 t ? 7 f f�1fi 2. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, ' e . ( ) I EASEMENTSCOVENANTSETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE , , _ - ..•.-I I TITLE SEARCH. 13. COASTAL WEILAND LINE AND SHORELINE REME ED BY DCM MARCH 2016, - PR OSED LIMITS OF l i� ; / PROPOSED �. DISTURBANCE COASTAL_ WETLAND 13,445 SF i IMPACTS (54• SF) / ui / e -� C c Pr [ Mcl t o A. 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" t BULKHEAD LU W1 ' �rilGl� l +— €V r'UNF ,HOVE k , WIRE i EL IJAH BAUM %OAL) ?R 1215 CSD RINI cy NIF f BWkf C Y �� 177 12' L49 1.211 F15 lqb � zz � ( � 1 1 f VEY q, •47x,5' P' �� r P Fz x% / h ® /47-57' N 16 ` ' 09' !N s� AaF'arr-il r i iN b, *STRUCTURAL DES" BY OTHERS NTS Nv FJ-/JAH L3AVIhf ROAV, LLC VB .20-33, PC, q7 SYNTHETIC FILTER F RIC(IYP) U4 "o I c, ° C! Ld z w y ., 2 0 PLASTIC OR WRE 0 -TIES (EACH FROST) v 0 L. Ear � —FABRIC dY c� "sT BACKFILL TRENCH -AND COMPACT a. 00 0 7 A uE �) 4� LLj t 00 8' MAX SPACING FOR STANDARD 4"X8" COMPACTED STRENGTH FABRIC VITEN WIRE FENCE BACKFILL. 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