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Home My WebLink AboutSW8121008_COMPLIANCE_20121106STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW� I��OlJS DOC TYPE El CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD DIVISION OF WATER QUALITY INFILTRATION SYSTEM INVESTIGATION Complete and email this form to Vincent.Lewis@ncmail.net. If there are more than 7 areas to be tested, attach a second sheet. State Soil Scientist Confirmation Visit date/time: ivz / 36 Project Name: Harbour Watch Lot 4 County: Brunswick Street Address: 1324 Harbour Watch Court Directions from the nearest intersection of two major roads: From the intersection of Beach Drive SW (Hwp 179B) and Shoreline Drive W (SR 1288), travel northwest 300_If and turn left onto Ocean Harbour Golf Club Drive SW. Travel 0.8 mile and turn left onto Harbour Watch Ct. Travel 0.1 mile south alone Harbour Watch Ct. Site is on the left. >1 acre being disturbed? []YES ®NO CAMA Major required? []YES ®NO Consultant Name: Phillip Tripp Phone: Consultant Firm Name: Tripp Engineering 910-763-5100 Bore Number 1 2 3 4 5 r 6' '` "7'°•• a Existing Ground Elevation b Proposed Bottom Elevation A c Difference a minus b d Add 2 ft. Min. Bore Depth) e Hardpan Depth? Approx. Elev. Of SHWT Max. lowest bottom elev. h Infiltration Rate OK? * `� .7-43;r' '`' }t i) Confirmation of SHWT For projects requiring more than 5 hand borings, manpower or equipment to conduct the excavation must be provided by the consultant. *State Soil Scientist Use ONLY Comments sell. s4✓LQ Required Attachments: 1. Legible vicinity map. 2. Complete Soils Report. 3. PDF formatted site plan with the boring locations to be tested. Site plans should be emailed or hand -delivered only. Illegible faxed maps will not be accepted. All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to decline to do the investigation, if the proposed infiltration system will be located in an area of existing pavement and there is no open area nearby, equipment capable of breaking through the impervious layer must be provided. The soils investigation does not take the place of a soils report prepared by an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in the Soils Report, and make a determination as to the suitability of the site to meet the infiltration design requirements under NCAC 2H.1000, and assumes no liability should the system fail. S:IWQSISTORMWATERIFORMSIinfiltration site visit Revised 3108 Harbour Wa4ch LA LJ Goode V `. t n Q� {Get Google Maps on your phone V 49 Text the wad"GMAPS"to466453 J Zo 30 am IF 7S August 21, 2012 Soils Engineering and Testing Services Tripp Engineering, P.C. 419 Chestnut Street Wilmington, North Carolina 28401 Attention: Mr. Phil Tripp, P.E. Reference: Infiltration Testing and Seasonal High Watertable Estimates 1324 Harbour Watch Court Sunset Beach, North Carolina RFTS Job No. 773-12 Dear Mr- Tripp: RFTS is pleased to provide testing services during the design phase of the stormwater system for the residential structure located at 1324 Harbour Watch Court near Sunset Beach, North Carolina. Specific site grading plans had not been provided to us at the time this report was prepared. DESCRIPTION OF ACTIVITIES AND FINDINGS As requested, our staff visited the site on August 17, 2012, to perform infiltration testing and estimate the seasonal high watertable at two locations on the property. The purpose of this testing was to provide soil parametcrs for stormwater infiltration design - Seasonal High Watertable Estimate Hand auger borings were advanced at 3 locations at depths ranging from approximately 8 to 10 feet below the existing ground surface in area proposed for an infiltration structures. The encountered soils were logged and visually classified by depth and a Munsell Sol] Color Chart was used to determine the hue, value, and chroma of the visually distinct soil layers. Our soil logs are presented in Table 1. Location 1 Soils encountered in our boring consisted ol'interbedded relatively clean fine sands (USCS Soil Croup "SP") throughout the entire boring depth of approximately 10 feet below the ground surface. Based on our experience with similar soils and comparisons of the soil coloration to the RFTS, PLLC Committed to Responsive Service Phone: 910-470.7450 1305 3A Carolina Seach Ave N Carolina Beach, Norlh Carofina 213428 1Vjv '.✓jtspllc.conr Email. davidwinslead4charter ,net Tripp Engineering, P.C. RFTS Job No. 773-12 CLOSURIs August 21, 2012 Page "Three Please find attached our field data and a sketch showing the approximate test locations. If you have any questions after reviewing this letter, please do not hesitate to contact us at your convenience. Sincerely, Ri+ TS, PLLC - David L. Winstead Field Operations Manager DLw:sDKrdsw P.E. Senior Engineell NC RegistrationlNo. 17638 �gsseoseAeiaaa:as CARp1 �W9 (\�p �e aCsenev f �'op a 17638 e Tripp Engineering, P.C. August 21, 2012 RFTS Job No. 773-12 Page Two Mansell Chart, it is our opinion the seasonal high water table occurs at approximately 100 inches below the ground surface. No water was encountered in our borehole. Location 2 Soils encountered in our boring consisted of interbedded relatively clean fine sands (USCS Soil Group "SP") throughout the entire boring depth of approximately 8 feet below the ground surface. Based on our experience with similar soils and comparisons of the soil coloration to the Munsell Chart, it is our opinion the seasonal high water table occurs at approximately 101 inches below the ground surface. No water was encountered in our borehole. Infiltration Testing Infiltration testing was performed using a model 2800 Guelph Permeameter which is a constant -head device which operates on the Mariotte siphon principle and is referenced in ASTM D-5126_ The permeameter is used to determine field saturated hydraulic conductivity in centimeters per second for soil at a specified depth. This testing involves advancing a borehole to the desired infiltration depth and introducing water at a constant head to determine the steady state flow rate from which the hydraulic conductivity can be calculated. Our testing was performed at approximately 14 inches below the ground surface at hand auger Location 2, and was approximately 86 inches above the seasonal high water estimate. The results of our permeameter testing are presented in Table 2. RECOMMENDATIONS Based on the results of our field testing and soil classifications at the test location, we offer the following recommendations for stormwater infiltration design: At the test location, it is our opinion that in order to achieve the steady state flow rate obtained during our testing; the areas of infiltration galleries or other infiltration structure should introduce stormwater at approximately 14 inches below the existing ground surface elevation. For purposes of sizing the structure we recommend an ultimate application rate of 4.3 inches per hour. These recommendations should be reviewed by appropriate regulatory authorities before finalizing the details of any civil design. r Table 1 Munsell Soil Classifications 1324 Harbour Watch Court Sunset Beach, North Carolina. RIFTS Job No. 773-12 Loc Soil Description Hue Value Chroma Depth Comments 1 Dark Yellowish Brown fine IOYR 3 4 0-17 SAND with shell fragments S Yellowish Brown fine SAND lOYR 5 6 17-32 Light Yellowish Brown fine 1 OYR 6 4 32-36 SAND Very Pale Brown fine SAND I OYR 7 4 36-5I Yellow fine SAND 1OYR 7 6 51-64 Pale Yellow fine SAND 2.5Y 7 4 64-94 Dark Yellowish Brown fine IOYR 3 6 94-100 SAND Dark Brown fine SAND 1OYR 3 3 100-105 SI-IWT Brown fine SAND IOYR 4 3 105-1 17 Dark Yellowish Brown fine IOYR 4 4 117-122 No H2O SAND 2 Topsoil - - - 0-11 Yellowish Brown fine SAND IOYR 5 6 : 11-2$ V.e Pale Brown one AND rY lOYR 7 4 28-39 Very Pale Brown fine SAND l OYR 7 3 _ 39-50 , . . Brownish Yellow fine SAND IOYR 6 6 50-69 Yellow Fine SAND IOYR 7 6 69-74 Very Pale Brown fine SAND IOYR 7 4 74-95 Light Yellowish Brown Fine I OYR 6 4 95-101 SAND Pale Yellow fine SAND 5Y 8 2 101-110 SHWT Table 2 Guelph Permeameter Test Results 1324 Harbour Watch Court Sunset Beach, North Carolina RFTS Job No. 773-12 Location 2 Depth (in.) 14 H, (cm) 5 R, (cm/min) 8.6 R, s (cm/sec) 0.143 H2 (cm) R2 (cm/min) .1 12.6 R2S (cm/sec) 0.210 Krs (cmrn/sec ). ..._._.._.0-3 3.07x 1 _/s Krs (in/hr) 4.3 Definition of Terms R1,2 — Established 3 or more constant rate of water level change (cm/min) R,S,2S — Calculated steady state flow rates (cm/sec) 1-1, 2 ^ Maintained Head of H2O (cm) Krs — Calculated field saturated hydraulic conductivity (cm/sec) Depth —Depth of well hole (in.) Location — `hest location identification number Note: Diameter of well is 3.0 cm. Johnson, Kelly From: Johnson, Kelly Sent: Wednesday, November 07. 2012 8:18 AM To: Lewis, Vincent Subject: Harbour. Watch Lot #4 in Ocean Harbour Estates Vince, Will you swing by when you get back to the office? I see that you found the SHWT at 6.5ft/-78". Where did you take that boring? His soils report showed two borings, one in the backyard and one in the front yard. The BMP footprint wasn't on the plan when the project first came in. In his re -submittal, the more detailed plan shows that his boring is not in the BMP footprint (it is closer to the water). But, that boring found the SHWT at 101-110". 1 am not sure how that lines up? Just let me know what you think. If you think this design will work, I will permit it. If not, I will have to return the project. Thanks, KJ *** My email has changed to keliy.D.iohnson@ncdenr.eov K. Uwohn Asow Kelly Johnson Environmental Engineer Division of Water Quality Stormwater Permitting 127 Cardinal Drive Extension Wilmington, NC 28405-3845 Office: 910.796.7331 Fax: 910.350.2004 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. "hll� d`� mac Qoo1 �5/a(,D ms 1. F(C)c „ , s5u ec! //-7- / z NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue Braxton C. Davis Governor Director Dee Freeman Secretary October 30, 2012 E I iE 5 MEMORANDUM: OCT TO: Linda Lewis Stormwater Section Division of of Water Quality -WiRO FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557 (Courier 7]-12-09) SUBJECT: CAMA Major Permit Application Review Applicant: Gilbert Lepsig Project Location: 1324 SW- Harbour Watch Dr,. adjacent to the AIWW, in Calabash, Brunswick Co. Proposed Project: construction of a private docking facility with gazebo, floating dock, & boathouse Please indicate below your agency's position or viewpoint on 'he proposed project and return this form to Dou_g Hug_-qett at the address above by November 2 2, 2012. If you have any questions regarding the proposed project, contact Holley Snider 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 Ext., Wilmington, NC 28405 Phone: 910-796-72151 FAX: 910-395-3964 Internet: www.nccoastaimanagement.net NorthCarofina Naturallu i . DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT I. APPLICANT'S NAME: Gilbert Lepsig 2. LOCATION OF PROJECT SITE: 1324 SW Harbor Watch Drive, in the Ocean Harbor Estates Subdivision, adjacent to the Atlantic Intracoastal Waterway (AIWW), in Calabash, Brunswick County. Photo Index - 2006: 2-6208 E,F,G -21 2000: 2-14 R,S-5 1995: 2-14 QR,S-17 State Plane Coordinates - X: 650846.084 Y: 13552,981 Lat:33°52'16.79092"N Long:78°33'15.45940"W 3. INVESTIGATION TYPE: CAMA ROVER FILE # - P091213A 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 02/21/12, 04/18/12 Was Applicant Present — Yes Yes 5. PROCESSING PROCEDURE: Application Received—10/24/12(Complete) Office - Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan — Brunswick County Land Classification from LUP - Conservation (B) AEC(s) Involved: CW, PT, EW (C) Water Dependent: Yes (D) Intended Use: Private (E) Wastewater Treatment: Existing - None Planned - N/A (F) Type of Structures: Existing — Single-family residence under construction and retaining wall Planned — Private pier with gazebo, floating dock, boatlift and boathouse (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER (A) Vegetated Wetlands (Mixed coastal & 2,730—sq. ft. 404-type) (Shaded) (B) Non -Vegetated Wetlands 1,460 —sq. ft. (Open water) (Incorporated) (C) Other (High ground) (D) Total Area Disturbed: 4,190 sq..ft. ( 0.09 acres) (E) Primary Nursery Area: Yes (F) Water Classification: SA Open: Yes 8. PROJECT SUMMARY: The applicant proposes to construct a private pier with gazebo, floating dock and boat house with lift. Gilbert Lepsig Page 2 9. PROJECT DESCRIPTION: The project site is located at 1324 Harbour Watch SW, in the Ocean Harbor Estates Subdivision, adjacent to the Atlantic Intracoastal Waterway (AIWW), in Calabash, Brunswick County. To locate the property from US 17 S near Shallotte, travel south to NC Highway 904 turn left and travel approximately 2.2 miles to NC Highway 179/01d Georgetown Road SW, turn right and travel approximately 3.8 miles to Beach Drive SW. Turn left onto Beach Drive SW and travel approximately 1.6 miles to Ocean Harbor Golf Club Road SW. Turn right onto Ocean Harbor Golf Club Road SW and travel approximately 0.8 miles. Take the second left onto Harbor Gate North Drive SW and make an immediate left onto Harbor Watch SW. The property is located within a gated subdivision; the applicant's agent can be contacted for access to the gate. The property will be located on the left hand side of the road. The property consists of a 0.64 acre lot, with an approximate shoreline length of 101 feet. The highground portion of the property ranges from approximately 4 feet to 25 feet above mean high water (MHW) and is primarily vegetated with native trees, shrubs and grasses. The high ground has been cleared for the construction of a single family residence with pool and retaining wall, this development has been authorized by CAMA Minor Permit Calabash # 2012-01. The authorized retaining wall has been constructed landward of the wetlands and the residence construction is underway. The high ground of the property transitions to an area of mixed coastal and 404-type wetlands, which ranges from approximately 15 feet to 50 feet in width to the Normal High Water (NHW) boundary. Wetland vegetation consists of: Cattails (Typha sp.), Spike Grass (Distichlis spicato), Sea Lavender (Limonium spp.), Sea Oxeye (Borrichia frutescens), Groundsel-bush (Baccharus holimifolio) and Wax Myrtle (Myrica cerfera). The property then transitions, from the NHW boundary water ward, to an area of low marsh consisting of Smooth Cord Grass (Spartina alterniflora). The Spartina extends approximately 400 feet to edge of vegetation and the Mean Low Water (MLW) contour is located approximately 100 feet water ward of the edge of vegetation (see drawing 1 of 2). The Town of Calabash Land Use Plan classifies the upland areas of the project site as undeveloped. The waters of the AIWW are classified SA by the Division of Water Quality. The project area is designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries and is OPEN to the harvest of shellfish. 10. PROPOSED PROJECT: The applicant proposes to construct a private pier with a gazebo, floating dock and boat house with lift. As proposed, the access pier would measure approximately575 feet in length, of which 535 feet would extend beyond the NHW boundary. The proposed access pier would measure 6 feet in width and would extend to the south from the retaining wall towards the AIWW. The access pier would then begin to span the wetlands, consisting primarily of Smooth Cord Grass and would extend water ward approximately 40 feet to the NHW boundary. The proposed 6 feet wide pier would then extend approximately 415 feet to the water ward edge of vegetation. The proposed access pier would continue approximately 120 feet over open water toward the AIWW channel approximately 120 feet in length. The pier would then terminate at a covered L-head platform measuring approximately 16 feet in width by 16 feet in length, as measured from the roof drip line. The proposed gazebo would be connected by an access ramp to a proposed 14 feet wide by 14 feet long floating dock that would extend to the northeast and would be oriented parallel to the AIWW channel. A boatlift, measuring Gilbert Lepsig Page 3 approximately 12 feet in length by 12 feet in width, would be installed along the southwest side of the docking facility. As proposed the boatlift would be covered by a 12 feet wide by 24 feet long boathouse, as measured from the drip line dimensions. The proposed boathouse would be oriented perpendicular to the channel. The applicant states that the existing water depths in the location of the proposed floating dock and boatlift range from approximately -1.25 feet to -0.05 feet at Normal Low Water (see drawing 1 of 2). The applicant has stated that the facility would be constructed with timber stops approximately 2 feet above the bottom substrate to prevent disturbances to the shallow bottom habitat (see drawing 2 of 2). As proposed, the structure would provide docking space for two (2) vessels; one lift slip and one slip on the outboard edge of the proposed floating dock. The applicant has stated that handrails would be constructed on the east and north sides of the floating dock that would prevent vessels from mooring on the landward side and east side of the floating dock. The applicant states the width of water body in this location of the AIWW is approximately 542 feet. As proposed, the docking facility would extend approximately 535 feet water ward of Mean High Water and approximately 135 feet water ward of the edge of marsh. As proposed, the docking facility would be aligned to meet the quarter width of the water body distance and as proposed, would extend to within 8 feet of the 80 foot AIWW setback line. 11. ANTICIPATED IMPACTS The proposed pier system construction would incorporate approximately 1,460 sq. ft. of Estuarine Waters and Pubic Trust Area and would shade approximately 2,730 sq. ft. of Coastal Wetlands, consisting primarily of Smooth Cord Grass. The.proposed access pier would result in the disturbance of approximately 240 feet of high marsh. Minor increases in turbidity should be expected during construction. The proposed docking facility would extend a total distance of approximately 535 feet into the water body as measured from the mean high water boundary of which approximately 135 feet would extend into open water within a water body which measures approximately 542 feet in width. This distance would conform to the 1/4 width rule. The structure, as proposed, would not encroach into either of the adjacent 15' riparian corridor setbacks or the 80 foot federal channel setback. Submitted by: Holley Snider Date: 10/25/2012 Office: Wilmington CAMA MAJOR NARRATIVE PRIVATE PIER AND DOCKING FACILITIES Gilbert and Tina Lepsig 1324 Harbour Watch Drive Ocean Harbour Estate Lot #4 Sunset Beach, NC 28467 412-916-4800 PROJECT:. This application is for the proposed construction of a 6' wide 575' long pier leading to a 14'x14' covered fixed dock. Adjacent to the fixed dock will be a14'x16' floating dock on one side and a 12'x24' boat house with a 10,0001b boat lift on the other. The pier will begin at a newly constructed retaining wall and extend 575' @ 9' elevation to the fixed dock. All proposed construction will remain within the riparian corridors and will not encroach on the USACE right of way or the quarter width of the water body, [ ICW ]. CONSTRUCTION MEATHODS: The proposed pier and dock structures will be constructed according.to the prepared drawings by Kenneth H. Lacy of Cape Carteret, NC, 252-393-2747 and consistent with the building codes of the Town of Calabash and Brunswick Co. Pier and dock pylons will be of marine grade 8" diameter an driven with a hydraulic hammer to a depth of 8' or refusal. All lumber will be 2" thick marine grade, all fasteners will be hot dipped galvanized or stainless steel. Fixed dock and pier will be constructed to carry a live load of 100lbs PSF. The floating dock will be of typical construction and carry a standard live load of 40lbs PSF and will be secured with 4 pylons 10" in diameter. The boat lift will be installed as per manufactures instructions. A 16' manufactured aluminum walk way will be installed as per directions leading from the fixed dock to the floating dock. All construction will be done by NC Boat Yard LLC, Jeffery N. Simmons, 910-842-8888 and with an estimated time of completion of 6.0,days�_ NC S E P This letter is being sent to you as notification that a CAMA permit has been applied for the construction of a 575' pier leading to docking facilities along the ICW adjacent to your property. Mr. Gibby Lepsig and his wife Tina are in the process of building a new home in Ocean Harbour and have applied for this permit. The process for obtaining this permit requires notification of all adjacent property owners of this permit request and to include a copy of the completed application. Upon receiving this letter of notification you will have 10 days to contact the Division of Coastal Management should you have any objections. We are not requesting for you to waive any setbacks at this time, all proposed construction will be within the established riparian setbacks. If you have no objections to this permit you may keep this notification for your records and you will not need to return the enclosed form. Thank You Jeff Simmons NC Boat Yard LLC $ ECEWED DCiV1 WiLMiNi.-+.TON, NC Ski' 2 @# 'i0i2 `Box E'-1 APPLICATION for Mayor Development Permit (last revised 12/27106) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Prrmary Applicant/ Landowiner Information Business Name Project Name (if applicable) Applicant 1: First Name ME Last Name Gilbert D_ Lepsig Applicant 2: First Name MI Last Name Tina S Lepsig if additional applicants, please attach an additional page(s) with names listed. Mailing Address PO Box City State 408 170 Street Sunset Beach N.C. ZIP Country Phone No. - FAX No. 28468 USA 412 - 916 - 4800 ext. - - Street Address (if different from above) City State ZIP Email gdlepsig@gmaii.com 2 'Agent/Con tractor.lnformatroir Business Name N.C. Boat Yard Lic Agentt Contractor 1: First Name MI last Name Norman J. Simmons Agent/ Contractor 2: First Name MI Last Name Jeffery N. Simmons Mailing Address PO Box City State N.C. Boat Yard 7 Shallotte N.C. ZIP Phone No. 1 Phone No. 2 28459 910 - 279 - 3635 ext. 910 - 540 - 8947 ext. FAX No. Contractor # Street Address (if different from above) City State ZIP Email simmonsiandscape@yahoo.com <Form continues on backs C CM y'VIUVIIINGTON, NC S E P 2 0 �;rJ? Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3 f 'Project County (can be multiple) Street Address State Rd. # Brunswick 1324 Harbour Watch Subdivision Name City State Zip Ocean Harbour Calabash N.C. 28467 - Phone No. Lot No,(s) (if many, attach additional page with list) 412 - 916 - 4800 ext. 4, a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Lumber ICW 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 ICW 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. Calabash, NC a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 101 Approx. 28,000 c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or NWL (normal waterlevel) (if many lot sizes, please attach additional page with a list) 15' ®NHW or ❑NWL e. Vegetation on tract Perennial grasses, warn myrtle, yaupon, sable minor, 404 and coastal wetlands f. Man-made features and uses now on tract Retaining wall along shoreline side of property and a single family home under construction. g. Identify and describe the existing land uses ad. scent to the proposed project site. Single family homes h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? 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? 6-Si_-ULZIVi_�;D <Form continues on next page> DC/M VViE.MINGTON, N` SEP 2 6 'ilJj2 Form DCM MP-1 (Page 3 of 4) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? ®Yes ❑No (ii) Are there coastal wetlands on the site? ®Yes ❑No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes [:]No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. Future septic system o. Describe existing drinking water supply source. Municipal, Brunswick County p. Describe existing storm water management or treatment systems. Infiltration trenches and permeable pavement, all part of an engineered system 'S Activitiei,a'rid'7mpacts a. Will the project be for commercial, public, or private use? ❑Commercial ❑PubliclGovemment ®Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. Private riparian access and docking facilities on the ICW, to include a 575' access pier leading to a 14'x14' fixed dock with a 16'x16' roof, on one side of the fixed dock a 14'x14' floating dock is proposed, accessed by a 4'x16' aluminum ramp, on the other side a 12'x24' boat house with a 10,0001b lift is proposed. The floating dock will have handrails on the east and north side to prevent dockage on those sides. The floating dock and the boatlift will have stops to prevent substrate disturbance. 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. Pier and docks will be constructed as per engineered drawings and according to the building codes of the Town of Calabash. A hydraulic hammer mounted on a steel barge at all times will be used to drive pylons. d, List all development activities you propose. Private pier and docking facilities e. 'Are the proposed activities maintenance of an existing project, new work, or both? New ' f, What is the approximate total disturbed land area resulting from the proposed project? NIA ❑Sq.Ft or ❑Acres g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No DNA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. None Proposed i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No DNA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes El No ❑NA j. Is there any mitigation proposed? ❑Yes ®No DNA if yes, attach a mitigation proposal. RECEIVED LJ%JWI VVIUVW'R` i L/EV, POj <Form continues on back> S E P 2 0 215M Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit' 8 ,P Additi rm a tion - - oral Info a •{ � T � � k. ,� , �°,« "' ' -_.r' l -,.. !n additron to this completed application form (MP f} the fallowing items below rf applicable rr+ust be submitted in' ora4er for thewepplrcatron 9e .. v y pp, o'eny major'developrrient application Please consult thr Opplrcation parka to'be corn fete . hems a =.{i} ere alive s e livable t a instrucWn'booklet on'how to propeily pnepara the. requlred items below. vk n x 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 Ralph Lerch r' 4 =, Phone No. 828 264-0894 j'"A'ddre"' 926 Appalalron Dnve bonne N C 28607 �} :' , „ > • > f Name Gerald Reynolds Phone No. 973-243-2870 Address 11 Fredericks St. West Orange, NJ 07052-6614 Name 1: ,, 4.. Phone No11 Address a 1 4 r7 �r it w F r s g. A list of previous slate or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. CAMA Minor Permit #2012-01, Town of Calabash Wastewater permit#2006067944, Brunswick Co. Storm Water Permit #SW8931204 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.= 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, knpwledge. �.. Date 8/20/2012 Prir 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 ,'-. ,- :E i V E D ®DCM MP-4 Structures Information U" L? V�;il P,INGN NC ,> 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 that relate to this proposed project. Please include all supplemental information. .DOCKING FACILITY/MARINA CHARACTERISTICS R ❑This section not applicable. ; a. (i) Is the docking facilitylmarina: b. (i) Will the facility be open to the general public? ❑Commercial ❑PubliclGovernment ®Private/Community ❑Yes ®No c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? []Yes ®No (ii) Number 1 access pier If yes: (iii) Length 575' (ii) Number (iv) Width 6' (iii) Length (v) Floating []Yes ®No (lv) Width (v) Floating ❑Yes ❑No e. (i) Are Platforms included? ®Yes ❑No f. (i) Are Boatlifts included? ®Yes ❑No If yes: If yes: (ii) Number 2 one floating, one fixed with roof (ii) Number 1 JJ* (iii) Length 14' floating 16' fixed with roof (iii) Length „2Z4 (iv) Width 14' floating _ _ 16' fixed with roof (iv) Width 12' (v) Floating ®Yes ®No Note: Roofed areas are calculated from dripline dimensions. g. (i) Number of slips proposed h. Check all the types of services to be provided. 2 ❑ Full service, including travel lift and/or rail, repair or (ii) Number of slips existing maintenance service Q I] Dockage, fuel, and marine supplies ® Dockage ( wet slips") only, number of slips: 2 ❑ Dry storage; number of boats: ❑ Boat ramp(s); number of boat ramps: ❑ Other, please describe: L Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout, ❑ Land cut and access channel charter boats, sail boats, mixed types). ❑Open water; dredging for basin and/or channel open runabout ®Open water; no dredging required ❑Other; please describe: k. Typical boat length: 2Q' I. (i) Will the facility be open to the general public? Yes SNo �'-- 14 . C� PE m. (1) Will the facility have tie pilings? DCM W!LM1NkG.T0N NC ❑Yes ®No (ii) If yes number of tie pilings? S E P 2 0 '11} f Form ®CM MP-4 (Structures, Page 2 of 4) 2 DQC:FAClLITY1MARlNA OPERATl�NS s : ®this section not applrca6le. KING ,. a. Check each of the following sanitary facilities that will be included in the proposed project. ❑ Office Toilets ❑ Toilets for patrons; Number: ; Locatiom ❑ Showers ❑ Boatholding tank pumpout; Give type and location: b. Describe treatment type and disposal location for all sanitary wastewater. c. Describe the disposal of solid waste, fish offal and trash. d. How will overboard discharge of sewage from boats be controlled? e. (i) Give the location and number of "No Sewage Discharge" signs proposed. (4) Give the location and number of'Pumpout Available" signs proposed. f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. g. Where will residue from vessel maintenance be disposed of? h. Give the number of channel markers and 'No Wake" signs proposed. is Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality. j. What will be the marina policy on overnight and live -aboard dockage? k. Describe design measures that promote boat basin flushing? I. If this project is an expansion of an existing marina, what types of services are currently provided? P. RECE>VED L?;;IVI VVILIMINU I UN, NC m. Is the marinaldocking facility proposed within a primary or secondary nursery area? S E P 2 0 ZIM ❑Yes ❑No . Form OCM MP-4 (Structures, Page 3 of 4) n, is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area? ❑Yes ❑No o. Is the marina/docking facility proposed within or 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. ❑CW ❑SAV ❑SB OWL ❑None p. Is the proposed marinaldocking 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. 3 BOATHOUSE (mcludrng covered Iifts) } ` �" <, r ❑ This section not applicable a. (i) Is the boathouse structure(s): ❑Commercial ❑Public/Govemment ®PrivatelCommunity (ii) Number 1 (iii) Length 24' (iv) Width 12' Note: Roofed areas are calculated from dripline dimensions. 4 `GROIN (e g wood sheetprle etc ' a rock groin, use MP 2 'Excavation and Fill j ® This sachon not applicable -' y i "..Yri '� ..-::..t t..J.:'h �`�° '.T;� .... :... •1 -+:� J'..�.-"." � ¢' i �,,. :�J. �'x%w.X :. .rk ....a' .,rare.. L a• (i) Number (ii) Length (iii) Width 5 BREAKWATER (e g wood sheetpile etc) ® Thrs `section not applicable xw a a' Length b. Average distance from NHW, NWL, or wetlands c. Maximum distance beyond NHW, NWL or wetlands BMOORING PILINGS and BUOYS i �X Y ®This section not applicable"h: a. Is the structure(s): b. Number ❑Commercial ❑PubliclGovernment ❑PrivatelCommunity c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.) Note: This should be measured from marsh edge, if present. e. Arc of the swing 2 Y g t7 ,GENERAL x M a G E VV E D- ;. rf,( WLN-S i I IGT0N', , 11" SIP 2 C-'i% Form DCM MP-4 (Structures, Page 4 of 4) a. Proximity of structure(s) to adjacent riparian property lines approx. 20' (Vote: For buoy or mooring piling, use arc of swing including length of vessel. c. Width of water body approx. 567` e. (i) Will navigational aids be required as a result of the project? ❑Yes ❑No ;<NA (H) If yes, explain what type and how they will be implemented. b. Proximity of structure(s) to adjacent docking facilities. approx. 150' d. Water depth at waterward end of structure at NLW or NWL 18" A NLW 4: OTHER `Jlz �^ ! 51. 1'1 y 4 j,�.f.�� _ t rid 4'Ti�"i k+,j� Wei 'lNbl 3 Y e 1' CSrA h 7 �' k Ye. �`.r" x M,, r xmr r� S Y_'S` °i a� �', r ^ t r 5 f 'F'� E k'�6'r p.i ' . -R ❑ ihIS SBG'tlon not, appGCable a. Give complete description: Proposed construction of 575'x6' wide pier beginning at a new retaining wall on the waterward side of the property and leading to a 14'x14' fixed dock with a 16'x16' roof, on one side of the fixed dock will be a 14'xl4' floating dock accessed by a 4'x16' aluminum walkway, the floating dock will have hand rails on north and east side to prevent dockage on those sides, on the other side will be a 12'x24' boat house. The floating dock and the boatlift will include 4x6 stops to prevent disturbance of substrate. i;1,,rriTON, NC 'EP ) () 2FJ'19 8 X 8 piles or 8" dia round piles 8' deep 2 X 10 colladG each side of p walkway See detail sheet 2 Note: Platform and walkway loading — 100 psf live load for golf cart usage. Refer to site plan drawing by Ace Marine for layout arrangement. 1324 Harbour Watch Sunset Beach, NC Pier Structural Framing �,14iiit4a,1f, .r i'4:3 J�'1 }'I-}'+;i Sty` i File #2012 - 047 Sheet 1 of 4 1i4" = 1' Ken Lacy, P.E. PLLC P0344 307 Holly Lane Cape Carteret, NC 28584 252-393-2747 1324 Harbour Watch Sunset Beach, NC Pier Structural Framing 2 X 8 Joists @ 16" olc max at walkway (2) 2 X 8s @ outside edge ea side FIPI w AUG 2 • _ ;G�ya.;��:,i•.��}�x`- fit" 5/8" thru bolts w! washers 2 X 10 collar each side of piles @ walkway 6 X-Bracing y Other Bent Note: Platform framing similar 'J 1 y,!_ r w` File #2012 - 047 Sheet 2 of 4 Not to Scale Ken Lacy, P.E. PLLC P0344 307 Holly Lane Cape Carteret, NC 28584 252-393-2747 1324 Harbour Watch Sunset Beach, NC Pier Structural Framing U G 16' manufactured 4 0 aluminum walkway to 12' •p W io X 20' froating platform with a, N (4) 10" piles — typical construction for standard ° 40 psf loading .� ----------- -- 00 rC N 0 v O Eo .Rod o g a C o CL u�r 0 r` G C � �C1 V C N Q pt C � N E .0 co W o N Platform peck Framing 14--0" 7'-0" 2X12 B'-8" 2 X 12 collar/girder each side of piles @ platform This Span 8 X 8 piles or 8" dia 5, 0„ round piles 8' deep 2 X 10 collar/girder each side of piles @ walkway Piles up to gazebo roof framing — see sheet 4 -1 Note: Platform and walkway loading — 100 psf live load for golf cart usage. Refer to site plan drawing l+ r by Ace Marine for layout arrangement. u 701 Boat Lift 10 X 10 or 10"dia piles # and layout to be confirmed with Lift Manufacturer Boat Lift by Others 9 14'-0" �,,�!l111?frilrr 7 c i4#`? _File # 2012 - 047 Sheet 3 of 4 3/13" = 1' Ken Lacy, P.E. PLLC P0344 307 Holly Lane Cape Carteret, NC 28584 252-725-2405 1324 Harbour Watch Sunset Beach, NC Pier Structural Framing Gazebo Roof Framing Overhang Gazebo Flip Roof Framing: 1. Girders (2) 2 X 12s attached to notched piles with PS418 Straps wl (4) 5/8" lhru bolts. 2. Hip Ridge Beams - 2 X 12s. Roof pitch 6/12. 3. Rafters - 2 X 6 @ 16" o/c. 4. Provide Simpson MTS12 at each end of each rafter, 5. Provide (2) MTS12 straps between each hip and girtder/post. 0 r File # 2012 - 047 Sheet 4 of 4 1/4" = 1' Ken Lacy, P.E. PLLC P0344 307 Holly Lane Cape Carteret, NC 28584 252-725-2405 R FrS Soils Engineering and Testing Services Tripp Engineering, P.C. 419 Chestnut Street Wilmington, North Carolina 28401 Attention: Mr. Phil Tripp, P.E. August 21, 2012 Reference: Infiltration Testing and Seasonal High Watertable Estimates 1324 Harbour Watch Court Sunset Beach, North Carolina RFTS Job No. 773-12 Dear Mr. `Lipp: 1 Z030 RFTS is pleased to provide testing services during the design phase of the stormwater system for the residential structure located at 1324 Harbour Watch Court near Sunset Beach, North Carolina. Specific site grading plans had not been provided to us at the time this report was prepared. DESCRIPTION OF ACTIVITIES AND FINDINGS As requested, our staff visited the site on August 17, 2012, to perform infiltration testing and estimate the seasonal high watertable at two locations on the property. The purpose of this testing was to provide soil parameters for stormwater infiltration design. Seasonal High Watertable Estimate Hand auger borings were advanced at 3 locations at depths ranging from approximately 8 to 10 feet below the existing ground surf -ace in area proposed for an infiltration structures. The encountered soils were logged and visually classified by depth and a Munsell Soil Color Chart was used to determine the hue, value, and chroma of the visually distinct soil layers. Our soil logs are presented in Table 1. Location 1 Soils encountered in our boring consisted of interbedded relatively clean fine sands (USCS Soil Group "SP") throughout the entire boring depth of approximately 10 feet below the ground surface. Based on our experience with similar soils and comparisons of the soil coloration to the RFTS, PLLC Committed to Responsive Service Phone; 910-470-7450 1305 3A Carolina Beach Ave N tVIVIv.i fts llc.corn Finaii: davidwinstead4char ter.net Carolina Beach, North Carolina 28428 p Tripp Engineering, P.C. Rf TS .lob No. 773-12 CLOSURE August 21, 2012 Page Three Please find attached our field data and a sketch showing the approximate test locations. If you have any questions after reviewing this letter, please do not hesitate to contact us at your convenience. Sincerely, RFTS, PLLC David L. Winstead Field Operations Manager D1,WsS VJd1w P.E'. Senior Enginee� NC Registratio No. 17638 �osetiaeeetira��r e� � Rot /��R�� m 1 v !� SEMI Y + W m 17638 ° n p a '�..V DA Tripp Engineering, P.C. August 21, 2012 RFTS Job No. 773-12 Page Two Munsell Chart, it is our opinion the seasonal high water table occurs at approximately 100 inches below the ground surface. No water was encountered in our borehole. Location 2 Soils encountered in our boring consisted of interbedded relatively clean fine sands (USCS Soil Group "SP") throughout the entire boring depth of approximately 8 feet below the ground surface. Based on our experience with similar soils and comparisons of the soil coloration to the Munsell Chart, it is our opinion the seasonal high water table occurs at approximately 101 inches below the ground surface. No water was encountered in our borehole. Infiltration Testing Infiltration testing was performed using a model 2800 Guelph Permeameter which is a constant -head device which operates on the Mariotte siphon principle and is referenced in ASTM D-5126. The permcameter is used to determine field saturated hydraulic conductivity in centimeters per second for soil at a specified depth. This testing involves advancing a borehole to the desired infiltration depth and introducing water at a constant head to determine the steady state flow rate from which the hydraulic conductivity can be calculated. Our testing was performed at approximately 14 inches below the ground surface at hand auger Location 2, and was approximately 86 inches above the seasonal high water estimate. The results of our permeameter testing are presented in Table 2. RECOMMENDATIONS Based on the results of our field testing and soil classifications at the test location, we offer the following recommendations for stormwater infiltration design: At the test location, it is our opinion that in order to achieve the steady state flow rate obtained during our testing; the areas of infiltration galleries or other infiltration structure should introduce stormwater at approximately 14 inches below the existing ground surface elevation. For purposes of sizing the structure we recommend an ultimate application rate of,4.3 inches per hour. These recommendations should be reviewed by appropriate regulatory authorities before finalizing the details of any civil design. Table 1 Munsell Soil Classifications 1324 Harbour Watch Court Sunset Beach, North Carolina. RIFTS .lob No. 773-12 Loc ` Soil Description Flue Value Chroma ' Depth Comments 1 Dark Yellowish Brown fine I OYR 3 4 0-17 SAND with shell fragments i YeIlOW15h Brown fine SAND IOYR 5 6 17-32 Light Yellowish Brown fine IOYR 6 4 t 32-36 i SAND .. ~_Very Pate _SAND _ IOYR 7 4 36-51 _Brown _fine Yellow fine SAND IOYR 7 __... ,.._..-- 6 51-64 __..__.- -___ Parle Yellow fine SAND._..,.- — - 2.5Y _....._..__.... _. . 7 .._ - - 4 -- 64-94 ...... .. Dark Yellowish Brown fine IOYR 3 ... _......�... 6 �.._....... _ 94-100 ' ......... . SAND _ Dark Brown fine SAND IOYR 3 3 100-105 SHWT Brown fine SAND IOYR 4 3 105-1 17 Dark Yellowish Brown fine IOYR 4 4 117-122 No HZO SAND 2 ; To soil - - - 0 -1 1 _ Yellowish Brown fine SAND — ......... IOYR 5 6 1 I-2$ ._.... - --........ ---- Verx Pale Brown fine SAND - IOYR 7 4 28-39 yePale Brown fine SAND IOYR 7 3 39-50 .._._!y._.._____.__.....__-...._._.._. _. Brownish Yellow fine SAND IOYR 6 6 50-69 Yellow fine SAND _ ... f OYR 7 6 69-74 _,. __...__.. _ _.......... . Very Pale Brown ne SANDIOYR fine _... .._-__._. 7 4 __.._. 74-95 .............._._._.. _.. Light Yellowish Brown fine IOYR 6 4 95-101 SAND Pale Yellow fine SAND 5Y 8 2 101-110 SHWT Table 2 Guelph Permeameter Test Results 1324 Harbour Watch Court Sunset Beach, North Carolina RFTS Job No. 773-12 Location i 2 Depth (in.) _ 14 Ili -{cm) ---- R, (cm/min) -6---5._._- ; 8.6 It,s (cm/sec) 0.143 10 .... Rz (cm/min) --- 12.6 Res (cm/sec) 0.210 Krs (cm/sec) 3.07110-3 Kr, (inlhr) 4.3 Definition of Terms R1,2 — Established 3 or more constant rate of water level change (cm/min) RI s, 2s — Calculated steady state flow rates (cm/sec) HI,2 -- Maintained Head of 1-120 (cm) Kr, — Calculated field saturated hydraulic conductivity (cm/sec) Depth — Depth of well hole (in.) Location — Test location identification number Note: Diameter of well is 3.0 cm. BULKHEAD WALL INTRACOASTAL WATERWAY LOC-2 j e I I � I I I I I I I I I I j I j I j I I I i HOUSE i UNDER CONSTRUCTION LOC-1 i 9 i HARBOUR WATCH COURT Legend e APPROXIMATE TEST LOCATION INFILTRATION TESTING AND SHWT ESTIMATES FIGURE 1 R Fj 7S DRAWING NOT TO SCALE RFTS, PLLC 1324 HARBOUR WATCH COURT DATE: 8/21/12 1305 3A Carolina Beach Ave N SUNSET BEACH, NORTH CAROLINA SKETCH: DLW Carolina Beach, North Carolina 28428 Soils Engineering and JOB NO. 773-08 Office: 91 D-470-7450 Testing Services REVIEW: SDK a _..'ii . ,.; •. ._...__... .._.. _. •... -._. .� _ �.. _�. a. !.4 .. -A. . - - - _ • .-te a,•.... .SJ. -.. -_...__A A0 ' \ ro\pf- F�Oe GERARD REYNOLD5 \ 11 \ Y TM5 # 2550A005 \ opso, �11, TOO - A \ i o \ Q HARBOUR WATCH NA�gOUR BATCH LOCATION MAP (No 5"le) LEGEND O NIR NEW REDAR 5ET HR EX15TING IRON FOUND C7 CONCRETE MONUMENT CM NEC E CONTROL MONUMENT 5ET TRAvmT TELEPHONE PAD t`l.L'C1-R3CA1. PAD --- p--------- UTILITY POLE —A FENCE (CyP noted) 0 WV WATER METEIWALVE O PP POWER POLE \V MAR5H TH15 SURVEY HAS BEEN PREPARED WITHOUT BENIF(T OF A TITLE REPORT AND MAY NOT INDICATE ALL ENCUMBRANCES ON THE PROPERTY OR OTHER MATTERS THAT SUCH A REPORT MIGHT REVEAL. O�irzr ea i O z Q M NOTES I AREA BY COORDINATES. 2 PROPERTY 15 SUBJECT TO ANY AND ALL RESTRICTIVE COVENANTS EASEMENTS AND MINERAL RIGHTS IF APPLICABLE AND RECORDED IN THE 5RUN5WICK COUNTY REGISTRY. 3 PROPERTY 15 LOCATED IN A X.AE.VE FLOOD ZONE- 4 IRON ROD5 PLACED AT ALL CORNERS UNLESS OTHERW15f NOTED. 5 PROPERTY SUBJECT TO ALL ZONING REQUIREMENTS OF CALABA5H N.C. G ELEVATION DATUM MEAN LOW WATER 7 MEAN HIGH WATER WA5 REDRAWN OG105/ 1 2 BASED ON MARKING OF SAID LINE BY THE TOWN OF CALABASH CAMA OFFICIAL. NOTE TH15 5URVEY REFLECT5 THE RF90LT5 OF: A NEW AND UPUATED 5UKVEY OF THE PROPERTY 5HOWN COUR51FS AND D15TANCE5 MAY VARY FROM PRFVIOU5 DATA OF RECORD. I, JAME5 R_ TOMPKIN5 A REGISTERED LAND SURVEYOR CER•`�4S�R!fS�G3�j C151ON 15 IN 10000 AND TfY THAT THE RATIO OF EF TH 5 M MA EET5 THE MINIMUM STANDARDS OF PRACTICE *,�` C�,RQ'��ra FOR LAND SURVEYING IN NORTH CAROLINA. y° O� •,r't•.•,,•s St .,(f' MTNE55 MY HAND AND 5EAL THI5 14 DAY OF ZOt't-- : QSEAL r� w . .. �� '�'Lf Rymer. •• `��:a, J RS285 I •'P 0 RALPH LERCH TM5 # 2250A003 N� s� N \1i + 9.0 Q \ \V \ 4. \ L \ II � r \ \ n rj0 \ 4.54 0-4L L + 4.67 \ \ I! +'Ss.26 +4X3 I! \ \ + 3.39 L �G I! \ + 4.96 \ 3.30 �1 z. +4.9,y 11 I! \ + 4.57 \ 3. 4.8s \ � 3 \ C \ L \ 3.05 r \ \ 0 a�\ .60 +4.66 I! \ \ VV 1�4 C;. - GPr \ O 2.f38 +O.M \ )ram G0�'( s s� Na \ Q'I \ 0� �4 !D'" 5 clt \ c? \ + +0.61 \ 3 a,,2.0 + 2.32 \ + .50 + + = •4 f + 3. 26 O + -3. 1 7 + 4.76 ON G�0� �OF 5URVEY FOR;-1 V E D DC', °`E —1a1C GILBERT D. LEP5IG hit OF LOT 4 PHA5E I OCEAN HARBOUR REF MC Y-207 5HALLOTTI= TIP BRUN5WICK COUNTY.N.C. SCALE I "= 40a APRIL 3. 2012 REVI5ED AUG 10, 2012 TO ADD ELEVATION5 REVISED AUG 15. 2012 TO ADD ELEVATIONS O 20 40 AND CHANGE DESIGN REVISED AUG 2 1 . 2012 TO MAKE REQUE5TED CHANGES REVISED SEPT 14, 2012 TO MAKE REQUESTED CHANGES NOTE THE RIPARIAN ACCE55 CORRIDOR HAS BEEN DETERMINED BASED ON THE INFORMATION CONTAINED IN MC Y-207. TH15 CORRIDOR IS SUBJECT TO APPROVAL BY THE ARMY CORP5 OF ENGINEERS. TOMPKIN5 LAND 5U RVEYI NG P.A. 13G8 RIVER BEND DRIVE 5HALLOTTE, NORTH CAROLINA 28470 (91 O)579-9505 s aG� �P `My \,zs°dl` Q�a�\CrP `2 P S 0 o � a 0 d X 0 R. 4 0 #i Of NO 5CALE FIELD 5LJKVEY RT CT JP DRAWN PIT CHECKED FIELD BOOK GOMFLlTER FILE _ LEP5IGRC.CRD MAP FILE LEPSIG PIER 5URVEY 04- 1 2.DWG f' .. Y � i � - y,. .a�t.,..t-. .... ,. ., ....s: s�. 1s a.....T:� �1 �,' n,ri. ,. r p;W,.s.kl..at+��.+�:La .i.r.4a. e,4,�t,•. •r � � _ .. ?'.� ,� � .. ....-. .. .. �.. .,... �. !'��' .... .. ..;i '1`:+ � '?'7 F'i �f Vut '.717'�4 .,'k i'��i^r'�!"., :P; isir 'i. r3�':.