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
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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]
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RKA RUSSNOW, KANE & ANDREWS, INC.
Hydrogeology Post Office Box 33634 Offices:
Geology Raleigh, North Carolina 27606 Raleigh, North Carolina
Environmental Sciences [phone] 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:

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ROAD CIASSIFtcAIIUN ???,..••'
"°^ Light-duty ------
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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
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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
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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
[phone]
J
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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.

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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

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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
{
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S
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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

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``. 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 ???,.
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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 [phone]
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
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U.
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QUADRANGLE LOCATION SALTER PATH, N. C. j
34076-F8-TF-024
1949
PHOTOREV`•SED 1983
DMA 585 111 NW-SERIES V842
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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
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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 [phone]
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.
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