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HomeMy WebLinkAboutSW8051224_COMPLIANCE_20060915STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD .s s • iA NC®ENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Governor Charles S. ,Tones, Director William G. EXPRESS PERMIT September 15, 2006 MEMORANDUM: TO: Linda Lewis and Joanne Steenhuis Division of Water Quality FROM: Jason Dail Express Permits Coordinator SUBJECT: CAMA Permit Application Review Applicant: Seaside Developers, LLC C/o Jim Boohaker Ross Jr., Secretary Lo 06� 11"o ,5 Project Location: 2000 Island Drive, adjacent to the Atlantic Ocean in North Topsail Beach, Onslow County, Proposed Project: A five -story, 35-room hotel building with associated parking, utilities, stormwater collection system and swimming pool. Please indicate below your agency's position or viewpoint on the proposed project and return this form by October 11, 2006. If you have any questions regarding the proposed project, please contact Jason Dail at (910) 796-7215, when appropriate, in-depth comments with supporting data is requested. REPLY: 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. SIGNED DATE 127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845 Phone: 910-796-72151Fax: 910-395-39641 Intemet: http://dcm2.enr.state.nc.us An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Seaside Developers, LLC C/o Jim Boohaker 2. LOCATION OF PROJECT SITE: Project is located at 2000 Island Drive, adjacent to the Atlantic Ocean in North Topsail Beach, Onslow County. Photo Index - 2000: 28-390, S-T, 7-8 1995:25-316, R-T. I I-12 1989: 4 173 16, F-H 16-17 State Plane Coordinates - X: 2449472 Y: 257341 Rover File: V-09121 1 A Long:77°30'32.8559" Lat:34°26'52.08058" 3. INVESTIGATION TYPE: CAMA . 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -- 9/12/06 Was Applicant Present - No 5. PROCESSING PROCEDURE: Application Received—9/14/06 Office - Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan — Town of North Topsail Beach Land Classification From LUP — Developed/Business (B) AEC(s) Involved: OH (C) Water Dependent: No (D) Intended Use: Hotel (E) Wastewater Treatment: Existing -- Municipal sewer Planned -Municipal sewer connections (F) Type of Structures: Existing — Gravel Drive and dune cross -over Planned - One, five -story, 35-room hotel building with associated parking, utilities, stormwater collection system and swimming pool (G) Estimated Rate of Erosion: 2.0 ft/year Source - LTAASCR 1998 7. 8 HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER (A) Vegetated Wetlands Coastal (B) Non -Vegetated Wetlands (C) Other - High ground 65,340 sq. ft. {1.5 acre} (D) Total Area Disturbed: 65,340 sq. ft. (1.5 acre) (E) Primary Nursery Area: No (F) Water Classification: SB Open: No PROJECT SUMMARY: The applicant proposes to construct a five -story, 35-room hotel building with associated parking, utilities, stormwater collection system and swimming pool. Seaside Developers, LLC Page Two 9. PROJECT DESCRIPTION S&ME, Inc., on behalf of Seaside Developers, LLC, has requested that the attached application be processed under the Express Permit Review Program. The applicant's project is located at 2000 Island Drive, between the Atlantic Ocean and N.C. Highway 210, in North Topsail Beach, Onslow County. To find the property, take Highway 17 North from Wilmington and turn right on N.C. Highway 50 (approximately 30 miles from Wilmington). Head east on N.C. Highway 50 and turn left onto N.C. Highway 210 at the intersection of N.0 Highway 210 and N.0 Highway 50. The property is located on the eastern side of Island Drive (N.C. Highway 210), approximately 1.0 mile north of the Pender/Onslow County town line. The proposed project site is approximately 1.55 acres and consists of all high ground. Currently, the site is undeveloped. The site ranges in elevation from 4' to 8'above Mean Sea Level (MSL). The site is cleared with little to no vegetation, except for sparse lawn grasses and Sea Oats. There are no coastal or "404 type" wetlands located on the subject property. The project site is located within the Ocean Erodible Area of Environmental Concern (AEC) and the High Hazard Flood AEC. The project site was previously operated and maintained as the Scotch Bonnett Mobile Home Park and RN Camp site. However, within the past few years, all of the mobile homes that were once located on the property have been demolished and removed. The applicant is currently applying for a CAMA Major Permit because the project site is located within the Ocean Hazard AEC and because cumulative development impacts from this project will disturbed more than an acre, thus requiring a Sedimentation and Erosion Control Plan from the Division of Land Resources, Land Quality Section, as well as a State Stormwater Permit from the Division of Water Quality. The Atlantic Ocean, which is immediately adjacent to the project site is classified as SB by the North Carolina Division of Water Quality. The area is not designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries. The subject property is located within the High Hazard Flood Area, as indicated by Zone VE (elevation 14) on the Flood Insurance Rate Map. The High Hazard Flood Area (VE Zone) associated with the subject property is contiguous to the Atlantic Ocean. The long-term average annual erosion rate in the vicinity of the property is 2.0 feet per year. The 100-year storm recession line for this area of North Topsail Beach is 150 feet creating a total Ocean Erodible Area (OEA) of 270 feet. The first line of natural stable vegetation was determined by staff with the Division of Coastal Management on 8/23/06. PROPOSED PROJECT The applicant proposes to develop the property by constructing a five -story, 35-room hotel building with associated parking, utilities, stormwater collection system and swimming pool. Development would include grading approximately 1.5 acres of the site for lot preparation, construction of the entrance road/parking area, hotel, swimming pool and stormwater system. According to the application, the parcel would include the construction of a 35-room hotel giving a density of 22.6 units/acre. Access to the property would be provided by the construction of an entrance/exit driveway. The asphalt driveway (20' wide x 120' in length) would provide the complex with one entrance and one exit from N.C. Highway 210. The driveways would provide direct access to the parking areas, located on the landward side of the building, The building (which would be constructed on pilings) would measure 120 feet in length x 78 feet in width x 67 feet in height (from ground to roof top). The building (16,077 total floor area) would be located landward of the 120' Large Structure Setback. Two wooden decks with covered roofs would be constructed on both the front and rear facing sides of the building, along the northern side. The deck being proposed on the southern side of the building would provide access, via a concrete walkway, to the proposed 46' x 67' swimming pool (as measured from the outer edge of the pool apron). The swimming pool would be construe red in the center of the property, just landward of the 60' Small Structure Setback. As proposed, a 10'45' wide wooden walkway would surround the pool to satisfy local health and safety requirements. Seaside Developers, LK Page Three A stormwater infiltration basin would be located in the center of the parking lot immediately adjacent to the proposed entrance/exit drive. An overflow spill box would be constructed along the western side of the parking area. The spill box would drain to a vegetated swale located between the parking area and N.C. Highway 210, An Express High Density Stormwater Permit (SW8051224) was issued by the Division of Water Quality on 01/27/2006, Additionally, a Sedimentation and Erosion Control Plan (permit 9-Onslo-2006-201) was issued on 01/03/06, for land disturbance activities. On 1/06/06, the Division Water Quality issued a sewer extension permit to the applicant under Permit #WQOO 17535. 10. ANTICIPATED IMPACTS: The initial grading of the property would result in the disturbance of approximately 1.5 acres of high ground. The proposed building, drives, pool and parking areas would result in the creation of approximately 19,075 square feet of impervious surface. Submitted by: Jason Dail Date: September 15, 2006 Office: Wilmington Farm DCM-MP-1 APPLICATION' (To be completed by all applicants) b. City, town, community or landmark 1. APPLICANT a. Landowner: Name l�e.✓ I-��C"S r -- r Address 2tv Cam! t (—C�r C'`�� 1� �� . •} c 1 City • �t� 5 r _ State IV G Zip 2 60 Day Phone `Oo --3 2'� -/ 2 3s- Fax g/o -- sz'3 - /S Z_` J b. Authorized Agent: Name�1�, ?M4S7 e�1 Address G `! - City l'�+_ �:�fi State NC- 7 Zip ? '1V Day Phone Fax '7 !0 - `7q, - `71 S'V c. Project name (if any) 3el- -5' 4-e-3�,- c. Street address or. secondary road number d. Is proposed work within city limits or planning jurisdiction? '— Yes No e. Name of body of water nearest project (e.g. river, creek, sound, bay) _41u- 4; c Does.., 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/or filling activities. ! e b. Is the proposed activity maintenance of an existing project, new work, or both? /l/e G-/ t✓or`c c. Will the project be for pubic, private or commercial use? (v,h�rl�C. d. Give a brief description of purpose, use, methods of construction and daily operations of proposed NOTE: Perndi will be inued in name of landowner(i), and/or project. If more space is a , please attach additional pages. Sit ea project name, 1 7F1,{� - FIJI :� � � 2. LOCATION OF PROPOSED i .., ; , _ 200S H f I � 1 1/ PROJECT _ _ - ^''!]SION �^s �v � COASTAL MANA a. County Revised 03195 Form DCM-MP-1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract l �� oc.res b. Size of individual lot(s) / .y 6t c"C-5 c. Approximate el vation of tract above MHW or NWL� d. Soil type(s) and texture(s) of tract e. Vegetation on tract OPGrSe f. Man-made featu es now on tract Z?he- J.J^ e- w..J .,aye r g. What is the CAMA Land Use Plan land classification of the site? (Co>a.ttilt the local land use plan.) Conservation Transitional ✓ Developed Community Rural Other h. How is the tract zoned by IQcal government? i. Is the proposed p�Ject consistent with the applicable zoning? ✓ Yes No (Attach zoning compliance certificate, IappLicablej 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 eli 'ble property? Yes No m. Describe existing wastewater treatment facilities. (st t •� � d r.�. �� rA 1. r _g n.. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down' and residential discharges.) IV—c- o. Describe existing drinking water supply^source. 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 1. Are there wetlands on the site? Yes ✓ o .. 4 {8r s regarding that agency's use of larger Coastal (marsh) Other i iti', �-y ��drdwings) A site or location map is a part of plat If yes, has a delineation been conduc, requiremepts and it must be sufficiently detailed to (Artach douuncntation, if available)guide4igettcy personnel unfamiliar withthe area to the 2006 D V,,SION OF CO ^ Q s `;L !MANAGEMENT Revised 03/95 Form DCM-MP-1 site. Include highway or secondary road (SR) numbers, landmarks, and the like. • A Stormwater Certification, if one is necessary. a 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 dopy 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 Se fel Donner Ocoo1'wS:de 170. Address 3 0; ` 3 5 r e et Phone S,,f C, /v C 28 Y Name LeAtohv -+' Xon oe 74, Address _5'Yg!E jLIC z 111 Aa1-4 Phone N c ZS fZy Name Address Phone A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. A check for $250 made payable to the Department of Environment, Health, and Natural Resources (DEHNR) to cover. the costs of processing the application. • A signed AEC hazard notice for projects in oceanfront and inlet areas. • 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. 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 Print Name Signature Imidomwr _Dr_r — -Z, C Please indicate attachments pertaining to your proposed project. DCM MP-2 Excavation and Fill Information ✓DCM MP-3 Upland Development DCM MP-4 Structures Information DCM MP-5 Bridges and Culverts ,__._ DCM MP-6 Marina Development NOTE: Please sign and date each attachment in the e provided a€he bottom of each form. I w s 2006 DWISiON OF COASTAL MANAGEMENT t 6 C Revised 03195 Form DCM-M -3 UPLAND DEVELOPMENT (Construction and/or land disturbing activities) Attach this form to Joint Application for CAMA Major h. Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. a. Type and number of buildi gs, facilities, units or stru tures pro osed SS - love?14ok l _ b-}��nS �r�QSSCiC.��f� ,?Gr�.n4 41+d �Oy/ }. b. Number of lots or parcels p¢ree Projects that require a CAMA Major Development Permit may also require a Stormwater Certification. Has a site development plan been submitted to the Division of Environmental Management for review? /^ Yes No If yes, date submitted t,,e ce yr d ' /2 7l0 Describe proposed �method of a sewage disposal. isposal. JadOirSf1 /VOr T.gsw,[�L!,s tn, . . j. Have the facilities described in Item i. above c. Density (give the number of residential units an d the received state or local approval? c S 7 units per acre) If' roots 22. (o roeo s- /_�erc (Attach appropriate documentation) k. Describe location and type of proposed discharges to d. Size of area to be graded, filled or disturbed waters of the state (for example, surface runoff, including roads, ditches, etc. sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges). e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimentation control plan at least 30 days before land disturbing activity begins. 1. Describe proposed drinking water supply source If applicable, has a sedimentation and erosion (e.g. well, community, public system, etc.) control plan been submitted to the Division of Land ►p Resources? ✓ -Yes No fir" If yes, date submitted f&re.h -rre-:vr l _'/3 to(- m. Will water be impounded? Yes �No If yes, how many acres? f. List the materials (such as marl, paver stone, asphalt% or concrete) to be used for paved surfaces. �TyAif f c.. [1 bc._ g. Give the percentage of the tract within 75 feet of MHW or NWL, or within 575 feet in the case of an Outstanding Resource Water, to be covered by impervious and/or built -upon surfaces, such as pavement, buildings, rooftops, or to be used for L)1 vehicular driveways or parking. d �t• 4 Revised 03/95 n. If the project is a oceanfront development, when was the lot(s) platted and recorded? 57/2 r, ✓'r 2 DIVISIO,,� OF r..C)Ar-'Tf_►I AAAKIAI-Mharn1-1- 135'52'33'W N 2532LO1,1544 E 2+4947 O Z Y*1 O 0 V R YPASS 6� DI PIPE O 11,11% OBSERVATION PORTS SEDIMENT CLEANOUT'. TYPICAL -BOTH ENDS 1 30' VEGETATIVE FILTER' Lh 1 �A 10' LEVEL SPREADER- ! TAR r IEHA10N & AwC uAE 08 2217 PC 220 MO 31 PG 114 I P1N,f 424512976248 ' ZONED R-10 5 ROWS 12- HOPE CORRUGATED, PERFORATED PIPE d15 LF EA AND 3 ROWS 12' HCK COR RUGATED PERFORATED AWE 26 Lr [A. N 5' TRENCHES. SEE OETAiS ON SHEET C-O. TRENCH DI'MENSSGNS - 40.5' x 30' x 1.5' VCLIIHE REWIRED - 1,655 O' VOLUME PROMDED - 1,9G2 ff J i 40' 0 40' 80' TART t£ u0N & ANNIf MAf SCALE: 1 "=40' (Horiz.) 66 2717PG C 11420 \ I I I i ter i t I I I I IQI N, 12976248 ZR- Av£D R-1D N 257307.8235 \ - E 2449542,5405 525'G4'00��8� ,� EXIST. WOOD DECK ISeBV 00 El 1g4.65ED _noII, I, 1 �. 46.0'�~ �, •,1 '.:+- ;' POOL WITH \ . Lr) I I DUNE RIDCE BUILJ)INC AREA WOODEN DECK I �, 7,906 Sq. Ft. 2,950 sq. 1Y. SEASIDE DEVELOPERS LLC I, I �eFt I I I j D8 1954 PC 922 Mil 9 PG 171 w IIr • , I II`k I I[ I PINJ 424508391292 U •'A I •�' I.•,''',,,• o I I{ i 1+ I i I I ZONED 8--1 t'• f '11. I..+'.. I _ +ice \ ri 4 AI +.117 I i� I b I DUNE ICE # U n I 12L6 NCC ✓V O N C� VT z 3 1111 I FIRST LINE OF VEGETATION FLAGGED BY DIVISION OF 1 it i COASTAL MANAGEMENT, SURVEYED BY MCKIM k CREED 08-23-2006 rpf 455.74'• r I I I '1'II I g I EXIST. WOOD DECK PROPOSED EEL STOP (TYP.) < � �r�� �I � •� �.- 1 SCOTCH BONNET 4CEAN5IDE FR .,�� �r / HOMEOWNERS ASSOCIATION 270' OCEAN QNT AEC `I f 6" 3036 3RD STREET �)\ EXIST. W00p FENCE SURF CITY, NC 28445DO [7 N y 14 4jl PIN 4245 1297 1087 H & M FARMS LLC I \ M8 19 PG Q30 1 CAMA LAR��,,EE 57RUCNRE CAAIA SMALL 57RUCNRE ! h l I l \ SETBACX (120) SE7BACICC60) I TAL N FLOOD ZONE INFORMATION: VE ZONE- ZLW R-r3975°JS � � � j I OAS - ZONED R-l5 f � !! I I l� ENTIRE SITE, ELEVATIONS 14' AND 15' I IT[ I- 1 rrY.s�d : 9 /S /a(. 11/I MM&CREED �243 North Front Street Wilmington, North Coroiina 28401 Phone: (910)343-1048 • Fox: (910)251-8282 AA0002667 E00006591 www.mck;rncreed.com Sea Side Inn Development Corp. PO Box 2.294 Wilmington, NC 28402 SEA SIDE INN NORTH TOPSAIL BEACH, ONSLOW COUNTY SITE LAYOUT PLAN DATE: 0)4544 MCE PROD. A 2781-0004 DRAWN WJC DESIGNED WJC CHECKED RMC PROJ. MDR. A AG SCALE CS-101 HORIZONTAL: WAIyG NuM3ER 1: 40 VERTICAL: 1 NA STATUS: R—ON ISSUED FOR PERMITTING F OF � AGEMENT WAY OF ROAD �FDRxEMAa MPAVE Ela zrn OCEAMFRflIfYA= E I� LAm=APED BUFFER IMMLLT PAMON LOT MUM GRADE A. M�<IM�CREED �243 North Front Street Wilmington, North Corolino 28401 Phone: (910)343-1048 , Fax: (910)251--8282 AA0002667 EB0006691 www.mckimcreed.com arm �' euuboKs L�1T �sove win "� ® M W FOIST UW OF VM"AT10M 131' PLIWM BY WYISIOM OF CGASTAL YAMAfiE109 LOCATED 06431 01 d j i DUNE RIDGE10M I y ELEVATir P n" ELEVATION � LOT SWM "Pool \ I- t¢AM WA LEVEL CAMA LARGE snacnw r PNIEFfEO GRADE nor CAM SMALL ITHI TURF FOfINGATIOM MO SETP= (Sett ELEVATION -sr-r Sea Side Jinn Development Corp. PO Box .2294 Wilmington, NC 28402 SEA SIDE INN NORTH TOPSAIL BEACH, ONSLOW COUNTY CROSS SECTION ATLANTIC OCEAN ' Dj COASTAL NAANAGEMENT DATE: 4,I2bz�24 MCE PROJ. N 2781-0004 DRAWN wic DESIGNED wJC CHECKED RMC PRCJ. NCR. MAG SCALE cs-101 HORIZONTAL: DRAWNe NVUBM 1:50 VERTICAL: 2 NA STATUS A�sson ISSUED FOR PERMITTING INFILTRATION TRENCH ANALYSIS Filename S:\WPDATA\WQS\INTRENCH\051224.janO6 Project # SW8 051224.jan06 Date Project Name Sea Side Inn Reviewer Recvng Stream Atlantic Ocean Classification Drainage Basin White Oak Index # Site Area 1.46 acres Drainage Area Impervious Area Calculation Buildings Streets OS Prkg OS Other Total Volume/Storage Calculation 7906 11025 144 If Rational Method is used, place a 1 in this box 0 Required Provided Design Storm RV Volume to Store Pipe Diameter Length Of a Single run of Pipe Number of Pipe Runs in Trench Storage In Piping Total Storage in Piping Cross -Sectional Area Of Pipe Runs Length Of Trench Width Of Trench Height Of Trench Cross -Sectional Area Of Trench Voids Volume, 40% Total Voids Volume Total Volume Provided Elevation Of Bottom Of Trench Elevation Of SHWT Overflow Elevation Exfiltration Rate / Drawdown Reported Hydraulic Conductivity Bottom Surface Area Drawdown Time 25 YEAR 24 HOUR STORM NIA Intensity, i = .33 inches / hour Qr=CiA= Qp through the bottom of the basin= 10 YEAR 10 MIN HIGH INTENSITY EVENT Intensity, i = 6.3 inches / hour Volume for 10 yr. 10 ruin. event = 27-Jan-06 P.Bartlett SB 99-(4) 50,530 SF 1.16 Acres Rational Cc (list C. after each BUA) 0.95 1 0.95 0.95 % Impervious= 37.8% Cc: 0.48 1 in o_ 0.39 1 CF Pipe Size 1 Pipe Size 2 1 Feet 579 Feet 1 each 455 0 Cubic Feet = . $, Cubic Feet 0.785 0.000 SF 579 Feet 5 Feet 1.5 Feet 7.50 0.00 SF €€€1555 i:Q CF CF '2Q:1p Cubic Feet 0.18 CFS 1.6485 CFS 2106.54 CF < 4 Mean Sea Level 2 Mean Sea Level 5.5 Mean Sea Level 2.05 Cubic Feet Per Hour Per Sq Ft 2895.0 Square Feet 02$€ hours Must be > Qr 2010 CF