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Indian Beach
Permit Class New STATE OF NORTH CAROLINA Cmunity Development Department of Natu2141*00011k.cll Permi t Number 213-86 a ,L U2. a Excavatio g to NCGS 113-229 Issuedto Indian Beach Development Corporation, 6000 High Bluff Court, Raleigh, NC 27612 authorizing development in Carteret Countyat Bogue Sound at Salter Path as requested in the permittee's application dated 2/28/86 including attached plats listed in the plat schedule in Condition #1. This permit, issued on /P/31 ' Z l 6 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may subject permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void. (1) The project must be carried out in accordance with attached plats, narrative description and letters of agreement identified by DCM for clarity as sheets 1-15 of 15. Any deviation from these attachments will require a modification of this permit unless otherwise waived by DCM as being an insignificant change. (2) This permit is issued contingent upon the Town of Indian Beach approving the development of a new wastewater treatment plant, which has been permitted by the Division of Environmental Management at the Colony By-The-Sea development, and upon the Town subsequently authorizing sewage from "Pirate Island" develop- ment being pumped by forcemain to such plant. The permittee shall, prior to construction authorized by this permit, submit a letter to the DCM containing evidence that the Town has taken favorable action on the matter described above. (3) A 50' wide vegetated buffer zone will be maintained between the new bulkhead and all new construction as shown on the work plat drawing. This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance, as the case may be. This permit must be accessible on-site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Departmental approval. All work must cease when the permit expires on December 31. 1989 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DNRCD and the Chairman of the Coastal Resources Commission. // 7),1Jttt David W. Owens, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee fi 4 ' k ?ndfian i3eacheveomeht°'orpryration IVII ;.., Page ADDITIONAL CONDITIONS j - 1 f (4) No 'more_than.``20% of the total; "estuari ne- shoreline AEc '-wi 11 be rendered '-imper? vi ous by the ,pl acement of concrete, asphal t' band other footprint ` construction 1 that.would effectively render-the surface areas"impervios. (5) The " autbori zed bulkhead alignment wi l i be staked off by c 'representati ves , of DCM prior to construction" and will be located landward,""of all 'salt, marsh cordgrass, 1 (6) The -:pi er wi 11 be marked : at the waterward Fend by `durable ref 1 ecti ve material visible by boat °operators for, a31 approaches. Such material must -remain in place for the life of the project. 1 NOTE: The applicant is encouraged -to maintain a visual "and -acoustical 'buffer zone between the'..: park': and -=the .Mariner - Point Condomi ni um., project on the y y west side of .the,property; NOTE: The project bulkhead ::has received certification-by the Division of Environ- mental Management under General Water Quality. ,Certification No. ]272. ...NOTE; The Division of Environmental Management has issued Permit No. 13769 fort-the .construction and operation of the wastewater disposal system y located at CoTony.By,-The,;Sea to serve.this permitted project. NOTE: An Erosion and Sedimentation +control plan will be required for this project. This 'plan must the filed. at. least thirty (30) days prior to beginning .any land disturbing activity. Submit this plan to the Department -of Natural Resources and Community Development, Land Quality Section, 7225 Wrightsville Avenue, Wilmington, NC 28403. NOTE: The U. S Army Corps of Engineers authorized pier and bulkhead construc- tion under general permits on May 8, 1986. ,-*f w0-- MEMORANDUM TO: Preston Howard Division of Environmental Management FROM: John Parke SUBJECT: Indian Beach Development Treatment Plant DATE: September 19, 1986 This office presently has the subject application on hold pending issuance of a permit for the upgraded treatment plant or reasonable assurance that such permit will be approved. Our record includes a clear objection from the Division of Health Services on the applicant's initial plan to tie into the existing subsurface plant at Colony-By-The-Sea. A brief description of the new system which would be authorized by your agency, and your projected schedule for action would be most helpful to this office and DHS. Would your permit be issued to Colony-By-The-Sea or Indian Beach? The CAMA permit could be acted on if your findings are favorable. JP/aw cc: Linda Sewell Division of Health Services Jim Mercer DCM-14orehead City Bill Mills4-it DEM-Raleigh DIVISION OF ENVIRONMENTAL MANAGEMENT Water Quality Section August 28, 1986 M E M O R A N D U M TO: John Parker FROM: Bill Mills fy'1111NNV SUBJECT: Application for CAMA Permit Indian Beach Development Corp. Carteret County The Subject application has been reviewed for water quality impacts and the following comments are offered: 1. The proposed project will require a 401 Certification but does meet the requirements of our General Certification No. 1272 for bulkhead construction. 2. The stormwater designs for the project have been reviewed a number of times and there is no overall final plan. Major changes to the original plan involve: raising the overflow weir pipe to an elevation of 11.4 feet MSL and changing the storm drain pipe from parking lots to a percolation bed conduit to increase infiltration capacity of the system. With these changes the system should adequately accommodate the 10-year storm event and protect adjacent SA waters from runoff. 3. Further changes in impervious cover should not be allowed without permit modification. BM/dkb cc: Preston Howard s DIVISION OF ENVIRONMENTAL MANAGEMENT MEMORANDUM DATE: August 18, 1986 ,® R E C E ?t? E D TO: Bill Mills AUG 2 0 1986 Operations Branch Pz WATER QUALITY SECTION FROM: David. H. Cotton OPERATIONS 87gn!??? Wilmington Regional Office THROUGH: A. Preston Howard, Jr. Wilmington Regional Office SUBJECT: Regional Office Review & Recommendations Application for Permit for Excavation and/or Fill Indian Beach Development Corp. - Bogue Sound Carteret County The applicant proposes to develop a commercial amusement park. The project includes replacing 410' of bulkhead, constructing a pier, and covering 53% of the site with impervious cover. Since the project is adjacent to Bogue Sound, classified SA and open to shellfishing, a stormwater control plan was submitted. The project has been reviewed to determine impacts to water quality and the effectiveness of the stormwater control plan. The following comments are offered: 1. That a 401 certification is required for bulkheading but should meet the conditions of a general 401 for bulkhead construction. 2. The stormwater control plans have been evaluated subject to the 10-year storm, with respect to both 24-hour duration and 1-hour intensity. The plan has gone through a number of changes and an overall final plan was not submitted. The changes involved were; raising the overflow weir pipe to an elevation of 11.4' MSL to accommodate the 1-hour intensity flow, and changing the storm drain pipe from the parking lots to a percolation bed conduit to increase infiltration capacity of the system. As a result of the changes the system should not discharge due to a 10-year storm-event and the retention pond should resume its normal level within 2 days after the storm event. As stated by the applicant, it is strongly recommended that slotted PVC well pipe be used in the percolation bed. 3. The stormwater plan has been reviewed for the currently proposed level of development and may not be adequate with any additional development.. This office has no objection to the project provided the above conditions are met. DHC:kc cc: DCM - Jim Mercer WiRO, CF MR. DAVID COTTON STATE OF NORTH CAROLINA DEPARTMENT OF NARTURAL RESOURCES AND COMMUNITY DEVELOPMENT WILMINGTON REGIONAL OFFICE DIVISION OF ENVIRONMENTAL MANAGEMENT 7225 WRIGHTSVILLE AVENUE WILMINGTON, NORTH CAROLINA 28403 DEAR MR. COTTON: AUGUST 12,1986 SUBJECT: PIRATE ISLAND PROJECT TO CONFIRM OUR CONVERSATION WE WILL REVISE OUR SUBJECT PLANS TO ACCOMODATE A SLOTTED PVC PIPE (REPLACING THE SOLID PVC PIPE) FROM THE PARKING LOT TO THE RETENTION POND. THIS PIPE WILL BE SURROUNDED BY A GRAVEL BED AT LEAST THREE FEET IN WIDTH AND WILL ENTER THE RETENTION POND AT 9.9 FEEL' MSL. I THANK YOU AND MR. ANDREWS FOR YOUR ASSISTANCE. I HOPE OUR PROJECT NOW MEETS ALL THE NECESSARY REQUIREMENTS FOR THE DIVISION OF ENVIRONMENTAL MANAGEMENT. SINCERELY YOURS, a n es? AL Z??? CC: MR. E. ANDREWS MR. C. BIVENS MR. J. MERCER r• July 27, 1986 Mr. David Cotton State of N.C. Resources and Community Development Wilmington Regional Office Division of Environmental Management SUBJECT: Pirate Island Project Dear Mr. Cotton: The calculations for minimum storage requirements prior to overflow have been redone to accomodate the ten year storm occurring within a one hour period. Storage capacity within the fountain and the "stream" flowing through the center of the island were omitted; space required for the boat foundation was eliminated; and volumetric calculations were made based on the discussions at our meeting in your office on July 24 (See attachments). With the overflow pipe raised to an elevation of 11.4 feet above the mean sea level, the calculations result in storage capacity equating to 32,097 cubic feet. Whereas the required capacity is 30,195 cubic feet. I would like to express my appreciation for your assistance and hope this letter will provide the necessary information to complete our application. Sincerely, (A& g"," e?t Al Zorner cc: C. Bivens J. Mercer Enclosures AZ:tm r', I 73 h .w ?b 12AI I r ,. Jig 001, -14 z any ' / ??- 1381 i4 ?' • . • C'Mf 1. +?' + Y . .. ? r,r, w '?. ? O ' Aj? ? ` • ` ' ,? ? . i $+t;•r.? ;'fi't. `r' :•? .. : + a . . i ?:?: ^: ?• : te ?= ; . . ? Kk ^''II ? r ? 7 ? , e! ? ?a IM 7 1 ?1 - - - Sao , - - - - - -o--? -- -_. ?__--._ _ a.5 a-tc + attiw• v S z+?w, C ?y LP i 5A--'Coo, q 14 .a. a sl ?a•s ?g5 Nop 175 3 to c'_ aV7a c.? &4 S to c, `oZ11 °y' C•? aog y c.? \1Bb ?. 3?3Lv_ c?` 4 LA C-p l,'.3.•?Ck,+ cti.? •1-1ne ?cvu?raT ? ? cLc.?v?••;•.tc?. b?'chc.. s•?.?...?--t'°?.. y??4v?c•e? ?,? Q?- •??,? C?S?.??w•e, w. c?.?{I`•S. I?,T ?ht Ccu89 ???.....,n. -?-`-? C o vin Q.aO. C??J ?:.-e•C• \O ?erJ O ??,,.?.nta. A•6 ?ac?,e ?.?'?eM?cc. cs? •?r??-<•?,+.S?e,- '?Oa?•?.? A-T ? vve Ce..n?< ? ?'w? C? • G \ of tea) . ? ?. C.?\`.??Qv?/`' . TNa GC'G N W?p ? ?t c' t Crab: ?w1a. . o-T OL h Nt, CK i Q? I ? I i I i I . F A W I 3 ?l i ? I Q f. J ?v v At. MR. DAVID COTTON ? STATE OF NORTH CAROLINA DEPARTMENT OF NARrURAL RESOURCES AND COMMUNITY DEVELOPMENT WILMINGTON REGIONAL OFFICE DIVISION OF FAWIRONMEN'TAL MANAGE &'NT JULY 11,1986 SUBJECT: PIRATE ISLAND PROJECT DEAR MR. COTTON: RELATIVE TO YOUR QUESTIONS IDENTIFIED IN A PHONE CONVERSATION TO OUR OFFICE ON JUNE 27 AND OUR CONVERSATION DATED JULY 10 I WOULD LIKE TO OFFER THE FOLLOWING COMMENTS AS CONFIRMATION: THE CALCULATIONS PRESENTED IN OUR ORIGINAL APPLICATION WERE INCORRECT. THE ATTACHMENTS REPRESENT THE NEW FIGURES WHICH CLOSELY APPROXIMATE YOUR RESULTS. THE ADDITIONAL INFORMATION REGARDING THE INFILTRATION RATES RELATIVE TO THE RETENTION POND WERE PREPARED BY MR. E. ANDREWS AND ARE ATTACHED FOR YOUR REVIEW. THE WATER TABLE (SEASONAL HIGH, SUMMER, AND WINTER), LEVEL OF LINED WALLS, OVERFLOW PIPE, AND THE HEIGHTH OF THE MOAT ARE DISPLAYED ON THE ATTACHED DRAWING RELATIVE 'TO THE MEAN SEA LEVEL. THIS ELEVATION DRAWING SHOULD ANSWER MANY OF THE QUESTIONS RAISED. THE FLOW OF STORMWATER RUNOFF (AT THE CORNER BUILDING) WAS INCORRECTLY DISPLAYED. MODIFIED DRAWINGS ARE ATTACHED TO CONFIRM THE FLOW DIRECTLY INTO THE PARKING Ldr. AGAIN I WOULD LIKE TO EXPRESS MY APPRECIATION FOR YOUR ASSISTANCE AND HOPE THIS LETTER WILL PROVIDE THE NECESSARY INFORMATION TO COMPLETE OUR APPLICATION. ALSO MANY THANKS FOR PROVIDING THE CURRENT REGULATIONS. SINCERELY YOURS, a 1, 'l ,I oc"T AL ZORNER CC: MR. C BIVENS MR. E ANDREWS MR. J. MERCER RETENTION POND CAPACITY CALCULATION ISLAND RETENTION POND CALCULATIONS: AREA OF POND AT 7.9 FT ELEVA'T'ION = 17800 SF AREA OF POND AT 8.9 FT ELEVATION = 17800 SF AREA OF POND AT 10.9 FT ELEVATION = 28432 SF AREA OF POND AT 11.9 FT ELEVATION = 37896 SF NOTE: VOLUME STORAGE CALCULATED BASED ON THE AVERAGE SURFACE AREA AT BOTH DEP'T'HS AND MULTIPLIED BY THE DEP'T'H. OVERALL STORAGE CAPABILITY: [17800 SF + 37896 SF1 / 2 = 27848 SF 27848 SF * 3 FT = 83544 CF 83544 CF + [17800 SF * 1'FT1 = 101344 CF 101344 CF * 7.4805 GAL/CF = 758104 GAL [OVERALL STORAGE] NOTE: WATER LEVEL MAINTAINED AT 2 FOOT LEVEL THROUGH NORMAL EVAPORATION. STORAGE REQUIREMENT PRIOR TO OVERFLOW: [17800 SF + 28432 SF1 / 2 = 23116 SF 23116 SF * 2 FT = 46232 CF 46232 CF * 7.4805 GAL/CF = 345838 GAL [PRIOR TO OVERFLOW STORAGE] NOTE: NO CREDIT TAKEN FOR STORAGE VOLUME SPORED WITHIN LINED WALLS. SMALL RETENTION POND: ALL CALCULATIONS REMAIN AS NOTED IN THE ORIGINAL APPLICATION. THE ARROW IDENTIFYING THE FLOW OF STORMWATER TOWARD THE 30 FOOT DRAINAGE EASEMENT (SEE DRAWING SD-1 ATTACHED) WAS INCORRECTLY DISPLAYED. THE STORMWATER RUNOFF WILL BE DIRECTED TOWARD THE PARKING LOT (SEE DRAWING SD-I REVISION). 4, SITE IMPACT CALCULATIONS TOTAL SITE IMPERVIOUS SURFACES: GRASSED AREAS 18520 SF * 7% = 1296 SF MINI GOLF COURSE 8150 SF * 100% = 8150 SF RETENTION POND AREAS (LINED)' 18520 SF * 100% = 18520 SF BUILDING AREA 33466 SF * 100% = 33466 SF ROAD AREA 66762 SF * 100% = 66762 SF DECK AREA 18733 SF * 0% = 0 SF SIDEWALK AREA 1230 SF * 100% = 1230 SF TOTAL = 129424 SF TOTAL SITE AREA: 5.13 ACRES * 43560 SF/ACRE = 223463 SF RATIO OF TOTAL SITE IMPERVIOUS SURFACE AREA TO TOTAL SITE AREA: 129424 SF * 100/ 223463 SF = 58% COVERAGE OVERALL SITE STORAGE REQUIREMENTS: 7 IN PER 24 HOUR PERIOD/ 1 Fr/ 12 IN = 0.5833 Fr .5833 Fr * 129424 SF = 75493 CF 75493 CF * 7.4805 GAL/CF = 564725 GAL [STORAGE REQUIREMENT] MINIMUM STORAGE REQUIREMENT PRIOR TO OVERFLOW: 2.8 IN PER 24 HOUR PERIOD/ 1 FT/ 12 IN = 0.2333 FT .2333 FT * 129424 SF = 30195 CF 30195 CF * 7.4805 GAL/CF = 225870 GAL [OVERFLOW REQUIREMENT] ? h 7 ` ? I I Q 4 ?f r i i W' I r m ? 0l o: m V Q 'V v 6E s K (a L c z N y " g a D N O N A NOFFMAN v E 3. AOAO O ?p1 n D c y = c ? ; m -, > o z FENCE I 'O o w a2 NOS*-AO•E .214.10' L v W - deL - \\ I?IITJ O 80 0 ? w I--- ?III m o p, 01 I * \ k' ? N as c: 1 I ° O '. r\ ?\ \\\\ y n v lr?---- I o p I ; ' d 6 05? `\` T `lyt', C ryEly r'Y LErli? D I `? • ? ? >E 1 ? ?. ` r y z a o --- ------ ?T- +,? si 305'-40w 329.61 - a ALTER PATH CITY U IT ' r JO.ORAI AGN E EASEMENT i 1 s = p ? a A X o ? o O ? 1 ? II O II u 3 dd o S P I r- r E ? m Z r /Q m s? o D '1 ~ O z I SI t .. D O A 1 ;? j s M \.. D • z c m - I, ? )w ( m 3 z ? r ° x Ho " bivens & burnette p a. PIRATE ISLAND 1"' ?- - E N m Zo N C N? 1 to . m ? N o = '" V o ,> m _O HCFFMAN 9 7 Q D Z ROaO m ? •a ® ? •? A > z c / IC 7D m s fN ?4%I 1 > Z =_ I? > m r m? Z CA a m x Z FENCE o I y i 0 21.10' r W dry v Us • ?? \\ 111 14? s r 4N a A f f - - - vn Q? i.. O I o I I ,111 1 +n • 1 '?+w -- 111 I , m i O (7, 01 I \ r l i 1 r??? 1 w D y jj 1 , ? OO 'A i CII O d g , i ¢ ? Z y ?? ? - , ?t 7S -? o n N \\\\1 1 ° >< s p v nt 3 1 ? r ? \\ n 9 0 ?? 1 (1 ?i cow LI ? r 1 = HELD v low ?7 A !" o. A A O \ P %AN j i ALTER PATH CITY LI IT J.. ! ; ^ 3 ]O' ORAI AOEMENT C > A t ? b > a O ? b ? 011 ??=x 11® -ms u 3? y s? p a E dd GG?mI? i m m ~{7? ? m m y Z S G^^ LIP ' G. +I I? I ~ K ` ~ > ra $ ? O \ O c t i C A = _ m C N rn m 0 bivens & burnette c` (T?uUUI?I?C?'Qc?, (J a. PIRATE ISLAND E Qlrw of • Y MN h• RKA RUSSNOW, KANE & ANDREWS, INC. Hydrogeology Post Office Box 33634 Offices: Geology Raleigh, North Carolina 27606 Raleigh, North Carolina Environmental Sciences (919) 781-7326 Newport News, Virginia Soils July 13, 1986 Mr. Al Zoner P. 0. Box 471 Salter Path, N.C. 28575 2e: Pirate's Island Project Dear Mr. Zoner : A review of the existing calculation and comments indicates that the variable of ground water infiltration and lateral transport was not considered. Russnow, Kane and Andrews, Inc. has had the opportunity to perform a soil boring and double ring infiltrometer tests. The boring revealed fine to medium very well sorted permeable regressive beach ridge sands. These sand typically exhibit extremely high infiltration rates. The bench test at one foot revealed an infiltration rate of 67.5 in./hr. and the test at two feet. had a 123.7 in. /hr.. . If storm water only covers the 8.9 foot contour, the infiltration rate for 550,000 gallons per day would be 2.07 in./hr. in a 17,800 ft2 basin. For design purpose and infiltration rate will exceed the ability of the aquifer to laterally transmit the storm water baser,' on the Darcy.-Equation. The Darcy Equation: Qmax = T x W x dh/dl dh = 10.9 feet at the overflow dl = 300 feet to the intercept with the sound and ocean line sinks W = the stream widths intercepted T = 2200 ft.2/day (from the waste water analysis at the Mr. Al Zoner Re: Pirates Island Project July 13, 1986 p9• # 2 nearby Colony by the Sea) Qmax = 71,940 ft. 3/day or 538,111 gallons per day This is 97.8 per cent of the 10 year storm event. The remainder will be transmitted after the first day. It is understood that this model only defines steady state. At lesser gradients other conditions will be met. Use of the available storaae area should only be needed in very intense rainfall periods or for extended periods of continual rainfall beyond the ten year event. If you have any questions please contact my office. Very truly yours, RUSSNOW, KANE & ANDREWS, INC. Edwin E. Andrews 111, P.G. Consulting Hydrogeo(ogist encl: cc: Mr. David Cotton, N.C.D.E.M. VIF.LD ItlVESTICA'I'IOCI REI)ORT P Indian Beach Dev. Corp. :'.(Jane Watson) l: Applicant's name 2. Location of. project site No. of Hwy. 58 on'B!?ue Sound in Community of Salter Path -West of Indian BeacF-EHst 3. Investigation type: Dred,-c & rill X CMIA X 4s• Investigative procedure: (A) bates of site visit 3-7-86 3-14-86 (B) Was applicant present no no 5. Processing procedure: Application received Come 4-23-86 Office Morehead City 6. Site description: (A) Local.- Lnnd Use Plan Carteret County Update 185 Land clan -.ification from LL'P rcnmm?,ni tv Lat. 34 41 23N Developa..7nt constraints identified in LUP n?zp gong. 76 52 48W Photo (1984) Strip #32, Frame1168 @ M-7 (B) AFC(s) inWolved: Ocean Hazard Estuarine shoreline x Coastal wetlands Public trust waters x Estuarine ;paters X Other RA Watprq (C) dater dependent: Yes X No Other _ (D) Intended use: Public Private Commercial Amusement (E) Tyre of waste water treatment: Existing noise : Planned TO connect to existing pkg:plart: at Colony by the Sea Condos (E) Type of structvxes : Esistio4 none Planned Amusement park, arcade, shop:, pk. -lot-rain.' golY and -.a. pier . (G) Estimated annual rate of erosion U (bulkhead). Source on site 7. Habitat description: AREA (A) . Veget:ated wetlands: Dredged Filled Other fringe cordgrass pier ft.print X26-sgft (B) Non-vegetated wetlands: Bogue Sound pier ft.print - 448 sq-. ft. t (C) Other: High ground. landscape ?_acres (Dj? Total area disturbed: Apex. 5.13 acres $. Project surunnryThe applicant proposes to develop a ccmmercial amusement park to include azcader Pavillion_with_cjift shoQs, restaurant. vaarkin_lat, minature ciolf_and..pier...._ - 410' bulkhead will be replaced on the same aliment • 9. Narrative Description Indian Beach Development Corp. has recently acquired a 5.13 acre tract of land shown on the vicinity map as in the community of Salter Path'off Hwy. 58'on Bogue Sound, just about 8 miles west of the Atlantic Beach stop light.. The site is just west of Indian Beach East in Carteret County. A'deteriorating mobile home park and vacant lot characterize the site which immediately adjoins the east side of the Mariners Point Condominium project. the applicant proposes to develop a commercial amusement park to be known as Pirates Island. The plans-for the highground develop- ment.call fora series of gift shops with a cluster of buildings forming an arcade, as well as a water slid, golf course, restaurant and parking lot area will complete the highground amenities. As part of the central attraction to the park, the applicant plans to ferry people to the park from various locations along Bogue Sound. This will require the construction of a pier as shown on the re- vised work.plat drawings. The maximum overall total length of the proposed pier (6' wide) will be 3751. This will include a floating platform measuring.18' wide by 251. One ferry boat or skiff will be parked al'ing the west side of the platform where the MLW depths approximate -1'. The project has been designed, with a 50' wide buffer zone between the existing bulkhead and any of the highground development.. A series of well vegetated sand dunes will be created within this 50' buffer zone to control runoff as well as to accent the tempo of the Pirates Island Park. In terms of other water related development; the applicant plans to replace the entire 410' long existing bulkhead. Although the exist- ing bulkhead abuts an intermittent marsh fringe, the new bulkhead will.be installed along the old alignment.and landward of the salt marsh cordgrass. The applicant has provided a humber of fact sheets and data relating to the amounts of pervious versus impervious areas throughout the total development. This information, in combination with:itae,interior drainage system, represents the stormwater manage- ment plan for the total development. A series of grass swales lead- ing to porous retention ponds will filter any runoff before it enters Bogue Sound, Wastewater treatment is another important issue in the review of this project. At this time, the developer plans to pump wastewater from the project site east along Hwv. 58 to an existing package.,plant operated under the guise of Colony By the Sea Condos. At present, this aeration plant with tertiary filters, is rated at 22000 gals. per day and will be expanded to 38,000 gals. per day to accommodate the Pirates Island requirements. 10. Anticipated impacts liThe..SA waters of Bogue Sound always deserve a special review when ,r;major development is planned along the shoreline- Preliminary indi- Ications are that water quality will not be significantly impacted iby the proposed project. This .is contingent upon the implementation is of the 50' vegetated buffer zone and a one boat ferry operation, as well as a viable wastewater treatment system. A professional re- view of the stormwater management plan-may very well discover weak- nesses in the design which are not so obvious to this reviewer. Sur- face water maps show that the waters in an around the project site of Bogue Sound are closed to shellfishing and have been in that con- dition for some time. Primary influence appears to be from the Salter Path Community to the west. . Although patches of submerged aquatic vegetation exist in and around the proposed pier, no dredging is planned or required for the ferry boat access. CAMA REVIEW The Carteret County LUP dated September 6, 1985, classifies the high ground project site as "community" and.the surface waters of Bogue Sound as "conservation." No specific developmental constraints can be identified in the review of the LUP. The project site is located in an unincorporated area of Carteret County and contains approxi- mately 90.acres of land, most of which has already been developed. Carteret County has been given a copy of the CAMA application and .has been asked to review and comment on the proposed project. Be- cause-the proposed project involves multi-use activities, the de- velopment of the property may need authorization from the County Planning and Board of Commissioners. The land use designations on the.Droperties immediately adjoining the project site'in Indian Beach are classified as "developed" for those areas on the west side of the project, and "transition" to the east side of the project. However, all other property within the Town of Salter Path is classi- fied as "community." rr i Submitted by i? James L. Mercer Date- May 5, 1986 •0 f' t •.'' APPLICATIO` . FOR PERM;T TO EXCAVATE'AND;OR FILL EASEMENT Iy LANDS COVER115 BY WATER WATER QUALI fY CIRT1FiCATION CAMA PERMIT FOR MAJOR-I)EVELOMMENT State of North Carolina ; Cepartment of Natural Resources b Community Development (GS 113-229,143-2151.3 (a) 143-215.3 (c),113A-118 a ry sr° ---- OcM 3rtmcn: of the 'Ai my Corps of Engineer;, %V:Irt+ngton District (33 CFR 209. 3*-"J-3_'9) Department of Admir.4-tration (GS 146.12) , Please type or print and fail in all blanks. If information is not applicable, so indicate by placing N. ,A in blank. 1, Applicant Inf rma:ion A. Namc_ Indian Beach Development Corporation o2 ? 7-6r, 3g8 Last First Middle / I l B. Address 6.000 High Bluff-Court - " L Street, P. O. Box or Route 86 ?rw4fm Raleigh, NC 27612 91-9/782-4475 City or 1 own State Zip Code Phone H. Location of Proposed Project: A. County Carteret B. 1. City, town, community or landmark Salter Path 2. Is proposed work within city limits' Yes X No C. Creek, river, sound or bay upon which projeCt is located or nearest earned body of water to pro;act Bogue Sound 111. Description of Project A. V. Maintenance of cxistirg project 2. New work Commercial Amusement B. Purpose of excavation or ill 1. Access channel N/A length width depth 2. Boat basin - N/A length width depth 3. Fill area N/A length width . depth 4. Other N/A _ length width death C. 1. Bulkhead length__11 0 . 6 A?'erzge distance waterward of 11HW (shorelire) N/A 2. Type of bulkhead construction(materialj Existing Treated Timber _ D. Excavated material (total foi pru;cct) - 1. Cubic yards N/A ?. Type of ma;erial E. Fill materii, to be placed !)Jo%y 1 lHi4 (sce also V1. A) 1. Cubic yards N/A 2. Typ^ of material _ IV. Land Type, Disposal Area, and Construction Equipment: A. Does the are., to be evcavatea include anv m.,rshland, swamps or other wet lard' Yes Ne X S. Ooc> :h; disposal area include any marshiand, swamp; or other %ctland? Ycs No X C. Disposal a-ca 1. Location of f s i to _ 2. Do you e:a=m title to Disposal zrcz? No t' D. rill material x+urcc if till i? to he ;tuc.l:d :n .- N/A -„__ -?? E. How wi:l c\civated nimerwl be entrapped and erosion cnntrulled7 Retent ?,on pond ons i to _ F. Type of equinmrr+t 141!w u,cJ N/A ?! No t' G. 1ti'iii marshland he cr,»W:: in transporting e:;,riprncnt to project si!c% I! yes, e.,i••l.•in i Dd F-8 i Rev. )'78 .? 4 . ;V9'. 'mended use of rmicct Arc., (Dcsuibe) -- /?; 1. Private' ^ - • Amusement 4. Commcrciat? N/A a 3• flousing Dcvctopfncnt orln,ustrial 4. Other R /A j, Q, 1. Lot size(s)- _ 5.13 Acres ' 2. Clevation of lot(s) above mean lrigh water 3. Soil type and texture Sand . 4. Type of budding facilities or structures CommerE is Amusement - • S. Sewage disposal and/or waste water treatment A. Existing 2 2, 0 0 0 GPD igann:d 3 8, 0 0 0 GPD . 0. Dcscri,3e Extended Aeration Plant with Tertiary Filers 6. 'Lind Classi ication (circlc onc) DFVELO'Ei) TR:..NSITION'AL CO:::•!°J,;i i RUR:.t_ CONSERVATION OTHER (Sec C!." A Local LanJ Vs= I'iar. Syr:..; V1. Pertaining to rill and ti:'atcr Quality: A. Does the Fro; oszd project involve the placement of fill materizls below mean high water? Yes fro X D. 1. Will any n-noff or disch"q;z enter adjaccra waters as a result of pro, ct activity or planned use of the area fo:lowing, project completion? Yes X No ?-? Z. Type ofdischargc S_tormwater overflow into Boaue Sound-from retention onds ----- 3• Location of discharge Bulkhead , None Vil. Pzesen. rat: of 3horclin_ erosion (if hgown): Ylll. List permit numb-M and issue dates of previous Department of Army Cozps of L-npinccrs or State pr.mrts.or None work in project area, if applicable: IX. Length of ti-ic required to cemp!ctc pro;cct: 1 .1 / 2 year 5 __ - - X in addition to the completcd. pplication form, the follo.iing items must Le provided: A. Attach' a copy of the decd (with Sate appliCatio l only) Cr other inst.'untCnt u nd.- which appilcan: - ; • Claims title to the affected property. Of. if applicant is not elaiin'tng to be tt:c owner of said property, then forward a copy of the decd or other instrument under which the owner claims title plus writbca permission from the o:vner to carry out the project on his land. S. Attach as accurate work plat drawn to scale on E'/• X 11" «•hite paper (sec instruction booklet for details). Note: Origins drawings preferred _ only high quality copies acccyteo. G A copy of the application and plat must be served upon zdj:!cent riparim 1:m(la ••ners by rep.%t•.red or Certified mail or by publication (G.S. 113-229 (d))Entcr data served ' D. List names and complete addresses of the riparizn landowners with property adjoining applicant's. Such owners have 30 days in which to submit comntcrtts to aCcrscics listed below. NC 27604 Mariners Point Partnership, 3404 Lake Woodard Drive, Raleigh, Richard M White Trustee, 7100 North Kendall Drive Miami- FL 33156 _ SCI. Certification requirement: ! certify that to the best of my l:nos:ted;•e, the I.toposcd activity eompiics with the Statc of North Carolinas; ap provcd pastal management program and will be eonductcd in a r manner consistent with such program. i X11. Any permit issued pursuant to +.!'is : pplicition will allow only eic ctcs•ctop ncnt described in this a?1?li -Cation and plat. Api,lic.mts shnuld therefore elc%ribc in the : pplic.'t,un in.114::1 ill anticil1:.ted dcVCI- oplnent activities, including; construction. cxeavation, lillini% arnl Lind clearing. t Jan W A mi 2 ive Assistan DAt • 28 February 1986 _, gptiiita+tt"s Sir++.,t?+rc Sloe 1701t 1.1/s11.I-- - IIJSiitUCi'17:JC a: 344. A4, t ODaybacon 4 i _J D N ? U 0 049 t 1 f ' i ®Dog laid ROAD CIASSIFtcAIIUN ???,..••' "°^ Light-duty ------ Heavyduty_. ?..se 4 Larv_ Medium-duty - - 6 LANE Unimproved dirt U. S. Route O State Route N C ,1 i SALTER PATH, N. C. CuADRANGLE LOCATION 3407&F8-TF-024 1949 PHOTOREVISED 1983 DMA 5655 111 NW-SERIES V842 G t f ? Rom?? 151?.r1i? - t Rock Point Rock t ?(C) ?10/ ndiir ,Reach , Sl EXHIBIT A 1_ --1 aNVISI 31VUld J 'e d'??9c DNN,J I? allau1nq '8 su?n.lq, 9 L'rllld `?? - z w 1 4L co Z e •' /1 < W \ V - o Q u? . r 1 I .t t s - ? s V ?C L ii ? R O Ow ? w 1 S . y W W Y Q Ow J ???? y 9w O 1N3w3stl3 39vy_mmo of J 'wen ' ? 'Mdl 1J G?31J 2 1 j ?=may\ 1 r a ? ? -- sq y 4 ? J W t ? I , 1 1 O Z .? = Y _ 1 b ? - -_ _ 1? 7 `• ?? ---- s t co sc ; ir 11 u ; ? i 1 - ;+ i co t • • ?? t 1 I t O m 1 tf. T 1 \? { m ?•- - - ?1.. ,01 11Z 3,01?SON pe I 30N31 0 SSi Z W 1/ t p 4. y Q O; y .Y . ? do d a ® ~ Z W o. y cc W Z z 0 1y Z r W ?4_ W p l W { 9d9 pHp 3tJ-,z?,p6?F tl ? OF all 0 u 0 la o A110 N1tld Y311r e ; ?? 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O -Ti ffU I I? ;L !r ?r 1 i,.Jw I -To ??zra? ??LD nJ'(JG? \-N') A'./ . . ?, I SAT F?Q? o I m ? ? ?v???a? PV?uo?t 4,:c ?i Lt rt Cj CBToTALC? 8?r; ??0 9 Lott ?G D?rA?L rte" 50'-o u P E-2,. P, llic??- ZpAcE C, I ?TT'ER.lALS S ? ? ? ? PAR R ???c? ? - ?y x ? X ?? ) Scp,LE Ye> ? ? 40 z? `_] , -('? 1.1ti 1 )ttt t?(•11c• r, ?2 03 March 1986 Mr. Billy L. Oliver Archaeology Branch Department of Cultural Resources 109 E. Jones Street Raleigh, NC 27611 Re: Pirate Island, Salter Path, NC Mr. Oliver: In reference to Pirate Island project in Carteret County, North Carolina, on a perliminary basis, enclosed are the following items: A 1. U.S.G:S. map with property boundaries shown (see Exhibit 2. Overall plan of property showing what is being done. (enclosed). 3. Description of project: The project consist of 5.13 acre. tract, which is being developed as an Amusement ara. On the property there will be a minature golf course, restaurant, and numerous consession areas. Project will connect to an exisitng 22,000 GPD Extended -? Aeration Sewage Treatment Plants, which will be upgraded to a single 60,000 GPD plant with tertiary filters, on adjacent property. Thank you for your cooperation. I look forward to hearing from y Si cerel , 1 Y lX?? _?? J es B Riggs B VENS & BURNETTE ARCHITECTS, P.A. i JBR:emt 1 Enclosure r 1 i . t 4 ;d NMENTAL ?tOL 1 MS Ms. Jane Watson Pack Realty P.O. Box 447 Salter Path, North Carolina 28575 Dear Ms.. Watson: February 28, 1986 Subj: Sewer Extension Pirates Island As per our past conversations, the following is our intent to supply sewer service to Pirates Island. Presently there are extended air wastewater treatment plants serving the Colony by the Sea condominium complex of approximately 22,000 gallons per day. It is estimated that the flows from Pirates Island will not exceed 38,000 gallons per day. We intend to construct on the present site allocated to sewage disposal.a new 60,000 gallon per day extended air wastewater treatment plant, tertiary filter, sludge holding facilities, and adequate surge capabilities. Effluent disposal will be accomplished by enlarging the present low pressure dosing.field using the 1.5 gallon per square foot standard, and setting aside a 100% green area for .future repair, if necessary. This combined system will insure many years of trouble free • wastewater disposal. Plans and specifications are being prepared for submittal to the Division of Health Services and should be approved shortly. If you have any further questions concerning this matter, please do not hesitate to call or write. cfi j. •CHV/skc cc: Bivens and Burnette 117 Rhem Street Post Office Box 5208 Since ly, (A,, Z- CHRIS H. VENTERS General Manager New Bern, NC 28560 (919) 633-1882 J r } I In developing the Site the following were among the objectives set forth: 1. Improve overall site appearance, minimize.total site disturbment, and maintian or improve existing sound front. 2. Design the drainage of.the developed areas so that the maximum possible filtration and retention can be achieved. Sheet drainage directed to grassed swales, and into retention ponds will trap nutrients and sediment, which would prevent degradation of water quality. 3. Control of potential erosion behind the existing bulkheaded sea wall, and build new low dune areas which will be planted to create a natural area. r I i CONSTRUCTION PROCEDURES I The proposed construction procedures are as follows: 1. Removal of existing Mobile Homes,.there septic tanks j and drain fields: Fill septic tank and drainfield J areas, with approved soil. 2. Remove trash dump area and fill with approved soil as required. 3. Clear and grade project site where necessary and dispose of excess material by hauling to approved disposal areas. 4. Improve overall site drainage through grassed swales, catch basins, and direct into retention pond. -j r i i t i . tJ PIRATE ISLAND ,j AREA CALCULATION TOTALS TOTAL CAMA AREA: -,30,1975 S.F. TOTAL BUILDING AREA IN CAMA: 4;,646 S.F. o TOTAL ROAD AREA IN LAMA: NONE TOTAL DECK IN CAMA: 5,886 S.F. TOTAL BUILDING AREA: 33,466 S.F. TOTAL 1 ROAD AREA: . 66,762 S.F. I TOTAL SIDEWALK AREA: 1,230 S.F. TOTAL DECK AREA: 18,733 S.F. TOTAL SERVICE DRIVE AREA: 1,260 S.F. ISLAND RETENTION POND: 17,800 S.F. SMALL RETENTION POND: 720 S.F. i { f S i SITE IMPACT CALCULATIONS f TOTAL IMPERVIOUS SURFACE IN CAMA: BUILDING AREA 4,646.S.F.•@ 100% = 4,646 S.F. DECK AREA 5,886 S.F. '-@ 00% = 0 S.F. TOTAL 4,646 S.F. TOTAL CAMA AREA (SEE AREA CALCULATION TOTALS SHEET): 30,975 S.F. IMPERVIOUS SURVACE AREA TO TOTAL CAMA AREA PERCENTAGE: 4,646 S.F. = 30,975 S.F. = 15% COVERAGE TOTAL SITE IMPERVIOUS SURFACES: BUILDING AREA 33,466 S.F. @ 100% = 33,466 S.F.' ROAD AREA 66,762 S.F. @ 100% = 66,762 S.F. DECK AREA 18,733 S.F. @ 00% = 0 S.F. SIDEWALK AREA 1,230 S.F. @ 100% = 1,230 S.F. TOTAL r = 101,458 S.F. + 5 S t-+l mac, Q'? ?e• • e? z 6 0 TOTAL SITE AREA (SEE SHEET SD-1): Ls, 5.13 ACRES X 43,560 = 223,463 S.F. TOTAL SITE IMPERVIOUS SURFACE AREA TO TOTAL SITE AREA PERCENTAGE OF 5.13 ACRES:, 101,458 S.F. : 223,.463 S.F. = 45% COVERAGE 13z,zsy -- Zi ;??3 - s5•zg6 r ``. ISLAND RETENTION POND CAPACITY CALCULATIONS DESIGN POND SIZED WITH ASSUMED WATER LEVEL OF 7.90' FEET AND 'OVERFLOW BASED AT 9.90' FEET. (SEE SHEET SD-1 AND SD-2 SHOWING POND AND SECTION.) CALCULATIONS 1. AREA OF POND AT 7.90 FEET = 17,800 S.F. 2. AREA OF POND AT 9.90 FEET =.28,432 S.F. *OVERFLOW CAPACITY BASED ON AVERAGE OF BOTH AREAS MULITPLIED BY DEPTH. 17,800 + 28,432 : 2 = 23,116 S.F. x 2.00' = 46,232 C.F. 46,232 C.F. x 7.4805 (GALLONS PER CUBIC FEET= 345,838 GALLONS i SMALL RENTENTION POND CAPACITY CALCULATIONS DESIGN POND SIZED WITH ASSUMED WATER LEVEL OF 9.0' FEET AND OVERFLOW .BASED AT 10.0' FEET. (SEE SHEET SD-1 AND SD-2 SHOWING POND AND SECTION.) CALCULATIONS 1. AREA OF POND AT 9.0 FEET = 720 S.F. 2. AREA OF POND AT 10.0 FEET = 1,104 S.F. i *OVERFLOW CAPACITY BASED ON AVERAGE OF BOTH AREAS MULITPLIED BY DEPTH. 720 + 1,104 2 = 912 S.F. x 1.0' = 912 C.F. 912 C.F. x 7.4805 (GALLONS PER CUBIC FEET= 6,822 GALLONS ,t r ?. STORM WATER RUNOFF CALCULATIONS DESIGN: BASED ON 10 YEAR STORM OF 1 HOUR PERIOD I=2.5 10.5" IS MOST EVER RECORDED IN A 24 HOUR PERIOD. 1 , CALCULATIONS: Q=CIA (Q=CUBIC FEET PER SECOND) C = COEFFICIENT OF RUNOFF I = INTENSITY OF RAINFALL IN INCHES PER HOUR A = DRAINAGE AREA IN ACRES "C" FOR TABLE A BELOW A. TOTAL SITE AREA LESS IMPERVIOUS SURFACES, C=.40 B. TOTAL BUILDING SURFACE-AREA C=1.00 j C. TOTAL ROAD SURFACE AREA C=1.00 D. TOTAL SIDE WALK AREA C=1.00 TABLE A AREA (S.F.) AREA (ACRES) "C" "I" RUNNOFF A. 122,005 2.8 .40 2.5 2.8 j B. 33,466 .77 1.00 2.5 1.925 C. 66,762 1.53 1.00 2.5 3.825 D. 1,230 .028 1.00 2.5 .07 TOTAL RUNOFF IN CUBIC FEET PER SECOND 8.62 8.62(C.F./SEC.) x 60 SEC = 517.2 F ./HR.. NN ? 7 517.2 x 7.4$205 (GALLONS PERyCUBI FEET) = 3.869 G L./HR. 3,869 (G.P.H.) x 24 HOUR PERIOD = 92,856 GALLONS CHECK 345,838 GALLONS CAPACITY OF RETENTION POND IS OK FOR ENTIRE SITE. NOTE: ENTIRE SITE WILL BE DIRECTED INTO THE RETENTION PONDS. Z c ??2G ? o SQ.c, b ???,. ? ?- !r 5163L ?. I I r s 0iwa State of North Carolina Department of Natural Resources and Community Development Wilmington Regional Office James G. Martin, Governor S. Thomas Rhodes, Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT May 14, 1986 Ms. Jane Watson. Indian Beach Development 6000 High Bluff Court Raleigh, North Carolina Corporation RECEIVED MAY 16 1986 Dear Ms. Watson: WATER QUALITY SECTION OPERATIONS BRANCH Mr. David Cotton of my staff has reviewed the stormwater control aspects of your proposed Pirates Island Amusement Park project and has determined that several items need to be addressed in order to complete our review of the project. In calculating the effective impervious area grassed areas should be weighted as 7% impervious and retention ponds, if lined, should be treated as impervious. If grass swails are used soils data, including the depth of the seasonal high water table are needed. More detail on the retention ponds is needed (i.e., are the ponds lined?; if not soils data should be provided). Also there was no method described for either.treating, controlling or diverting the stormwater within 72. hours of the storm event. A detailed description of your proposed stormwater management system must be submitted along with adequate soils and hydrologic data to support your proposed design. Additionally, please submit a set of plans (prepared at a reasonable scale) with grassed areas indicated. If you have any questions please contact Mr. David Cotton at 256-4161. Sincerely, Original Signed By A. PRESTON HOWARD, .iR APH:DC:k - cc: Bill Mills Jim Mercer WiRO CF 27612 A. Preston Howard, Jr., P.E. Regional Engineer 7225 Wrightsville Avenue, Wilmington, N.C. 28403-3696 • Telephone 919-256-4161 An Equal Opportunity Affirmative Action Employer - - spa. yr %1%J1 L.%L, CI1i4V11C,i'.IIP,IY1 a FIELn h IVESTIf A. ION REPORT 1?, Yh 1. tndian Beach Dev. Corp. Applicant's name " (Jane Watson) r 2. Location of. project site No. of Hwy. 58 - on `Bggue Sound in 'Community of Salter Path ,west of Indian BeacFi E&st 3. Investigation type: Dredge. & rill X' OD CAMA X 4%` Investigative proced ure: (A) Dates of site visit 3-7-86 3-14-86 W Was applicant present no no 5. Processing procedure: Application received Com.9 4-23-86 Office Morehead City 6. . Site description: (A) Local.- Land Use Plan Carteret County Update 1,85 Lard clas3ification from LUP Cpmmt,ni t, Lat. 34 41 23N Develormcnt constraints identified in LUP Long. 76 52'48W Photo (1984) Strip '?r'32, Framell68 @ M-7 -- none (B) AEC(s) involved: Ocean Hazard Estuarine shoreline x Coastal wetlands Public trust waters x Estuar .ne waters- Other_ -?gatPr? (C) Water dependent: Yes X No Other _ (D) Intended use: Public = Private Commercial Amusement (E) Type of waste water treatmcnt: Existing note. Planned Tb connect to existing pkg,piart. at Colony by the Sea Condos (F) Type of struct,;Ires. EsistinQ none Planned Amusement park, arcade, shop--pk.-lot,"_nin.-'golf•and a pier (G) Estimated annual rate of erosion C) (bulkhead) Source on site 7. Habitat description: • e;P.EA (A) Vegetated wetlands: Dredged Filled Other fringe cordgrass pier ft print ` t20- sq- ft (E) Non-vegetated wetlands: Boc3ue Sound pier ft.print r4-4 s -sq ft. 1 (C) Other: High ground landscape ____5._acres (D) Total area disturbed: Appx. 5.13 acres 8. Pro cct surunaryThe applicant proposes to develop a ccnvercial amusement park to include ode, _pavillion with gift s_hopss_, restaurant Parkin nl?t . minature golf and_.pier_`. 7'h 410' bulkhead will be replaced on the same a1_janment _? , _ 9. Narrative Description Indian Beach Development Corp. has recently-acquired a.5.13 acre tract of land shown on the vicinity map as in the community of Salter Path•off Hwy. 58'on Bogue Sound, just•about 8 miles west of the Atlantic Beach stop light.. The site is just west of Indian Beach East in Carteret County. A deteriorating mobile home park and vacant lot characterize the site which immediately adjoins the east side of the Mariners Point Condominium project. '(he applicant proposes to develop a commercial amusement park to .be known as Pirates Island. The plans for the highground develop- ment.call for a series of gift shops with a cluster of buildings forming an arcade, as well as a water slid, golf course, restaurant and parking lot area will complete the highground amenities. As part of the central attraction to the park, the applicant plans to ferry people to the park from various locations along Bogue Sound. This will require the construction of a pier as shown on the re- vised work plat drawings. The maximum overall total,length of the proposed pier (6' wide) will be 3751. This will include a floating platform measuring 18' wide by 251. One ferry boat or skiff will be parked al'-3ng the west side of the platform where the.MLW depths approximate-1'. The project has been designed with a 50' wide buffer zone between the existing bulkhead and.any of the highground development.. A series of well vegetated sand dunes will be created within this 50' buffer zone to control runoff as well as to accent the tempo of the Pirates Island Park. In terms of other water related development, the.applicant plans to replace the entire 410' long existing bulkhead. Although the exist- ing bulkhead abuts an intermittent marsh fringe, the new bulkhead will.be installed along the old alignment and landward of the salt marsh cordgrass. The applicant has provided a humber of fact sheets and data relating to the amounts of Pervious versus impervious areas throughout the total development This information, in combination with=tae: interior drainage system, represents the stormwater manage- ment plan for the total development. A series of grass swales lead- ing to porous retention ponds will.filter any runoff before it enters Bogue Sound, Wastewater treatment is another important issue in the review of this project. At this time, the developer plans to pump wastewater from the project site east along Hwy. 58 to an existing package.,plant operated under the guise of Colony By the Sea Condos. At present, this aeration plant with tertiary filters, is rated at 22000 gals. per day and will be expanded to 38,000 gals. per day to accommodate the Pirates Island requirements. 10. Anticipated impacts <<The.SA waters of Bogue Sound always deserve a special review when ,;major development is planned along the shoreline. Preliminary indi- I;eations are that water quality will not be significantly impacted ??i?by the proposed project. This..is contingent upon the implementation ,.2 of the 50' vegetated buffer zone and a one boat ferry .operation, as well as aviable wastewater treatment system. A professional re- view of the "stormwater management plan may very well discover weak- nesses in the design which are not so obvious to.this reviewer. Sur- face water maps show that the waters in an around the project site of Bogue Sound are closed to shellfishing and have been in that.con dition for some time. Primary influence appears to be from the Salter Path Community to the west. , Although patches of submerged aquatic vegetation exist in and around the proposed pier,.no dredging is planned or required for the ferry boat access. CAMA REVIEW The Carteret County LUP dated September 6, 1985, classifies the high ground project site as "community and. the surface waters of Bogue Sound as "conservation. No specific developmental constraints can be identified in the review of the LUP. The project site is located in an unincorporated area of Carteret County and contains approxi- mately 90.acres of land, most of which has already been developed. Carteret County has been given a copy of the CAMA application and .has been asked to review and comment on the proposed project. Be- cause-the proposed project involves multi-use activities, the de- velopment o'f the property may need authorization from the County .Planning and Board of Commissioners. The land use designations on the properties immediately adjoining the project site in Indian Beach are classified as "developed" for those areas on the west side of the project, and "transition to.the east side of,the project. However, all other property within the Town of Salter Path is.classi- fied as "community." rt r. Ii Submitted by James L. Mercer. :Date May 5, 1986 L_J t , State of North Carolina Department of Natural Resources d Community Development (GS 113.229, 143-215.3 (a) ;i), 143.215.3 (c), 113A-118 ---------------- Dcpartrncn; of tr,e Na my Corps of Engineers, W:Imington District (33 CFR 209. 32'J•329). Department of Admini.tratioxt (GS 146.12) Please type or print an.! fiil in all blanks. If information is-not applicable, so indicate by placing, NA in blank. 1. Applicant Informa-m-i o2Vf7'd_ 398 A. Name_ Indian Beach Development Corporation o Last First Middle B. Address- 6000 High Bluff Court Street, P. O. Box or Route Bob 1?a1eigh, NC 27612 912/782-4475 City'or Town State Zip Code Phone N. Location of Proposed Project: A. County Carteret B. 1. City, town, community or landmark - Salter Path 2. Is proposed work within city limits' Yes X No C. Creek, river, sound .or bay upon which project is iocated or nearest named body of water to project _ - Bogue Sound 1l1. Description of Project • A. 1. Maintenance of existing project 2. New work Commercial Amusement B. Purpose of excavation or rll 1. Access channel N/A length width depth 2. Boat basin N/A length width depth 3. Fill area N/A length wi:ith depth 4. Other N/A _ length width death 1 C. 1. Bulkhead length __4 10 . 6 Atierage distance watcrward of :4HW (shoreline) 2. Typeofbulkheadconstruction (mverial) Existing Treated Timber_ D. Excavated material (total free project) 1. Cubic yards N/A Type of material E. Fill material to be placed below MHW (see also VI. A) 1. Cubic yards _ N/A. 2. Type of matcrial _ IV. Land Type, Disposal Area, and Construction Equipment: A. Does the are., tube cxcivateu include an•; m.,r>hland, swamp, or other wetland' Yes Ne X B. Does the disposal area include any marshland, swamp; or other. wetland? Ycs No X C. Disposal a•ca 1. Location of f s i to -- _ 2. Do you a:a+m ;isle. to disposal arc NO _?-- D. Fill matc•ri,cl source if fie is t.o be ,ruck,d :n _ N/A E. How wi:I c\cavated material be entrapped.ind erosion cnntrcaled? Retention pond on s i to r F. Type of equipment to hr u,cJ N/A y G. K'iii marshland be rnossc:; in transporting equipment to prolcet si!c% 11 yes. c?r•I.•in NO _ DS. F-B 1 Rev. 3""s APPLICATIO.NFOR PERMIT TO EXCAVATE AND,Or FILL EASEMENT IN LANDS tOVEXED BY WATER' WATER QUALI rY CERTIFiCATION CANIA PERMIT FOP MAJOR DIVELONNIE IT it V. ? 'attndrd Ilse of r'rojeet Area (Describe) • , A. 1. Private' N/A - 4. Cotnmcrcial_.musement N/A 3. ?lousing Development or jndustria! 4. Other N/A • ' 0.1. Lot size(s)-. _-5.13 Acres 2. Elevation of lot(s) above mean high water- 9. ° 0 3. Soil type and texture S and . Commercial A?11i L_?rcAmc?r,t _ -' -- 4. Type of building facilities or structures 22,000 GPD f'lanncd 38?000 GPD _ • S. SewiZe disposal and/or waste water treatmcn•t A. Existing • . Describe. Extended Aeration Plant. with Tertiary Filers Q 6.'Lind Classi ieation (eireteone) DFVELO?ED TRAN51T10`::.L CON;;•11JNFi RUR,%L CONSERVATION OTHER -- (See CAM A. Local Land Use i'iar. Syr.- VI. Pcrtatning to fitl and 1.'atcr Qu.lity: A. pees the prop ozcd project involve the placement of fill materizls bciow mean bigh water? Yes-r-10 X D. 1. Will any.runof f or dischzrL?- enter adjacent waters as a result of project activay or planned use of the r area fo' .lowing proicct completion? Yes X No 2. Type ofdischargc Stormwater overflow into Boque Sound from retention_pond= e - --- 3. Location of dischar Bulkhead ge ; None --------- ---------- Vil. present rate of shorciinc erosion (if t:gown): Vill. List permit nurnbcrs.and issue dates of rrcviousDcpartmcnt of Army Cotrs of L•nrinccrs or State pe.nr:s f,;r None work in proicct area, if applicab'c.: ?X. Lcn. ttt of tiilc rccuircd to eetnp?etc pro;cct: X. In addition to the completed application form, the following, items must to Provided: t A. Attach a copy of the decd (with Stateapplication only) cr other instrurn=nt under whic'.i applicant ' • • Claims title to the affected property. OfR, if applicant is not claining to be the owner of said property, then forward a copy of the decd or other instrument under which the.or: ner claims title plus writ.cn p?imission from the owner to carry out the project on his land. 6. Attach an accurate wort: rlat drawn to scale on S'/• X 11" white paper (sec instruction booklet for ° details). Note: Original drawings preferred • only high quality copies aecrptcd. C. A copy of the application and plat must be served upen adj ,?ccnt riparian hndnrrncrs by rcristerrd or • Certified mail or by publication(G.S. 113.229 (d))Entcr date scncd D. 'List names and complete addresses of the riparian landowners with property adjoininZ a, plicant's. Such owners have 310 days in which to submit comments to agencies listed below. NC 27 60 4 Mariners Point Partnership, 3404 LakeWoodard Drive, Raleigh, Richard M White Trustee, 7100 North Kendall Drive Miami FL 33156 X!. Certification requiren,rnt: I certify th.it to the best of my t:nc%v.ledge, the t.roposcd activity comp ics With the State of ;Jorttt Carolina : a, pro•+ecl ?o3stal managcmentpr<??;raraana.silt be conducted in a r manner consistent with such program. . ,X11, 'Any permit iswcd pursuant to this application will allow only the dc.•clopscnt des:ribcd in this i;+pli• Catio and plot. ilpt licarrtt should tlrcrcfole dc.crille in the : pplicmion an:1 pl. t all anticill:.ted d?vcl- { oprncnt activities, including construction. excavation, fillini;, alai larld elcarinz. . t 4rnl. A mi 2Jive Assistat DATE 28 Februa? 1986 gppiit.trtt'iSii;nau?rc F ..:._?, Sr_C Itl:vcit51: smi: fOft,?tl.I1.1`l::It;SiltltCl'17:J? 7- 7 Piling n n. ?H 1 r u Ak. 31 r• n n / I ,,-r ==it ? x It ?•;• ??• .11 oDaybeacon 1 ,T•'•,S ?::I ' n • Gale (C) oDaybeacon y RWAY • °? Foul WA7E Light J aDaybeacon s F INTRAOQASYA v? 0sybescon ,..•• •Dsybeacon 4 ROAD CLASSIFICATION ~+ . LenvE F LANE tight-duty------ Heavyduty__ 4 LANP 6LeNE Unimproved dirt 4-; r •"-? Unimproved dirt Medium-duty- - i S. Route O State Route U. d - QUADRANGLE LOCATION SALTER PATH, N. C. j 34076-F8-TF-024 1949 PHOTOREV`•SED 1983 DMA 585 111 NW-SERIES V842 bil . ?r r • ? 1 I Is?? ®oo? Islafrtls I f Rock t '(C) '\0 r Rock Point. 1 r I nd? ,B6ach ih. t Indian'; o 1 j Beach\ T.?-- sPilin -?-" EXHIBIT A svvso -? Nv 14 SAID at•.wwo? • - --..om GNVISI 31vaid r O n ?I i L i i 4 s t ?W S i S c? 0 Z .® O • W CD Y Z W ;? .. < W f 0. Z O H 1' J D U-2 +?, 1H3wastla a?yHltlao,o¢ ? J t J = s ? J_ W_ ( 1 1 1 = J _ I 1 C 1 « \? 1 1 hr I11 (,1 i ? W \\?I?f/ ? I I 8 < ,A1 1 I n I ,w ?Id 3,oe?soN o p, I 30N3d F=. = W 0 U) z `z Z Q 2 I/ I OZ C ` Y y V a F. Q W d V f W F- a Z W d W cc w 2 cc 1 a)1auanq su2 .,lq, ,,,,C , - : 0 13 h ? w W ? :o: TS t yl Y W V O CI. , 001110 w . ' J 0 Z 0 W Z -Z L IL J ? W H W 3 s d ? S 1 It o E' _ v 0 u a 0 o c N J i f t z e 11 Il AlIO Hltld tt M311tl o 3 M,OY-.COS , Via. C ?+YssiQ ? ? I O' R ? ; I f F- r !t M ? r ? ?? 'rl Q ? • \ IfI yj I .. on \ I ff C ' ° A W Y. ? ?NI/ ff m N - A ? 88 ?l A a V QQ U W _ _ Zz r VJ o KL i m 07ofJ Ntlw!!OH W u O i e of f • WWp N m s N ? 1411 OU A' a«+viy, - ^"?'? QNV1S1 31VHId 1? tl' r alvb'd M'° 84aaV?]9d? anauinq '8 Suaniq o M pi ww ? TRW 8 ? ? r ?. s(r W ?` • C ?uwi d px F C u~ rj b } = i R O ? W « E ,?, by? t a. O.ti F 4aa f G \ .7M1I? i Q Ua SF f l?<b w ' E /? 7 W 0 .v Sip S ?b? '? ? ? ? ? ` ? \ • m 4c cr W r ! Yw f p? Y w i J y i O .i t sl ! i w < O U i xz Fem. ii a' ~ 21.. fs'<F« ash 8 'J n• a ° YJ W T " ? .5 O W a VV d=it i3a..a??((.]1ruuW a..w ' N W ?'[p([m??l1bLb OpFp11 b ui V !S 1xOOF b?ywOh (? R U. _z ?LJ w uau?FCUFpQCx ppp F ...1 Wx60r. 11II??F<iD nii ,?1 ly _.lll... _ N N FbbCi Sb?V' Y•r'? K a r ?? ? '/' F!I! I I d 1 III I I ? '? X11 S S ? -S o N N ? i i a ? a z O U W V) R ?1 co s ' m z O (W W i V) s e c Uj" 3 ' U z O LI 0 U) O s ' 0 Y O a U W a~'^S aNVISI 31vaId 1? d VpoyMa?? auauanq V `-1 O.. S u i?/?q J o co `---- i . po O W 00 Lu+e C O .o • oe. . ?.ro 1A e ? r O u A „%o/ W CIA .1? i Q Z r Z O s D !s C?3 W O C O u 2 uNe . s4\ I.- z . O d N W 2 a 1 r i i i 0 00 D i r O W . I . ebb tide flood tide op s? J T W F Q IL a O? ^. 10 . . ?ti/ app c7 I r ? ? ? 13 3 3 ?? = J i ?T ca PLATIFOW\ i ° 7-1 - - Fop, PAMF ? pp r? - ti P? koT ?a ?? . P©sz .?? r) es ?' QO?nI ? .. ? ?! Q H ?? I itl-ER?ALS .O ? p ?t v RL?,???? A 4{a??. u E ,.i 03 March 1986 Mr. Billy L. Oliver Archaeology Branch Department of Cultural Resources 109 E. Jones Street Raleigh, NC 27611 Re: Pirate Island, Salter Path, NC Mr. Oliver: In reference to Pirate Island project in Carteret County, North Carolina, on a perliminary basis, enclosed are the following items: 1. U.S.G.S. map with property boundaries shown (see Exhibit A) . 24 Overall plan of property showing what is being done. (enclosed) 3. Description of project: The project consist of 5.13 acre tract, which is being developed as an Amusement area. On the property there will be a minature golf course, restaurant, and numerous consession areas. Project will connect to an exisitng 22,000 GPD Extended Aeration Sewage Treatment Plants, which will be upgraded to a single 60,000 GPD plant with tertiary filters, on adjacent property. Thank you for your cooperation. I look forward to hearing from erely, J mes B Riggs - ' IJU B VENS & BURNETTE ARCHITECTS, P.A. i JBR:emt Enclosure i I t i 9 9 4 2 7 NMEN AL ®:? 0L `?ZM5 February 28*, 1986 Ms. Jane Watson Pack Realty P.O. Box 447 Salter Path, North Carolina 28575 Subj: Sewer Extension Pirates Island Dear Ms. Watson: As per our past conversations, the following is our intent to supply sewer service to Pirates Island. Presently there are extended air wastewater treatment plants serving the Colony by the Sea condominium complex of approximately 22,0.00 gallons per day. It is estimated that the flows from Pirates Island will not exceed 38,000 gallons per day. We intend to, construct on the present site allocated to sewage disposal a new 60,000 gallon per day extended air wastewater treatment plant, tertiary filter, sludge holding facilities, and adequate surge capabilities. Effluent disposal will be accomplished by enlarging the present low pressure dosing field using the 1.5 gallon per square foot standard, and setting aside a 100% green area for future repair, if necessary. This combined system will insure many years of trouble free wastewater disposal. Plans and specifications are being prepared for submittal to the Division of Health Services and should be approved shortly. If you have any further questions concerning this matter, please do not hesitate to call or write. CHV/skc 4 cc: Bivens and Burnette 1.17 Rhem Street Post Office Box 5208 Since ly, CHRIS H. VENTERS General Manager New Bern, NC 28560 (919) 633-1882 OBJECTIVES OF THE DEVELOPMENT In developing the Site th6'following were among the objectives set forth: 1. Improve overall site appearance, minimize total site . disturbment, and maintian or improve existing sound front. 2. Design the drainage of the developed areas so that the maximum possible filtration and retention can be achieved. Sheet drainage directed to grassed swales, and into retention ponds will trap nutrients and sediment, which would prevent degradation of water quality. 3. Control of potential erosion behind the existing bulkheaded sea wall, and build new low dune areas which will be planted to create a natural area. 3 1 i CO STRUCTION PROCEDURES r N . ' a The proposed construction procedures are as follows: 1. Removal of existing Mobile Homes, there septic tanks r1 and drain fields. Fill septic tank and drainfield Ll areas, with approved soil, 2. ° Remove trash dump area and fill with approved soil i u as required. ° 0 3. Clear and grade project site where necessary and dispose of excess :material by hauling to approved disposal areas. 4. Improve overall site drainage through grassed swales, catch basins, and direct into retention .pond. }'.•' z ? I 1 N t• •