19970569 Ver 1_COMPLETE FILE_19970707

r4 x47
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Landfall Associates (Horseshoe Island)
F?,?ory? ?,? 199,
?hT?4SCjF
2. LOCATION OF PROJECT SITE: End Pembroke Jones Drive in Landfall Subdivision, off
Eastwood-Rd., adjacent AIWW, in New Hanover Co., NC.
Photo Index - 1989:174-9 R-U, 17-20 1995:22-257 H-L, 17-20
State Plane Coordinates - X: 2362800 Y: 178600
3. INVESTIGATION TYPE: CAMA D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6/13/97
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 5/20/97
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover
Land Classification From LUP - Conservation/Resource Protection
(B) AEC(s) Involved: HG,EW,PT,CW
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing - None
Planned - County Sewer System
(F) Type of Structures: Existing - None -
Planned - Single-family homes, pier, and dock.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands 2010 sq.ft.
Shaded
(B)Non-Vegetated Wetlands-Open water 9200 sq.ft.
-Shallow bottom 31500 sq.ft.
(C) Other 171100 sq. ft.
Highground disturbance
(D) Total Area Disturbed: 204,610 sq.ft. (4.1 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: NO
8. PROJECT SUMMARY: The applicants propose to develop a subdivision consisting of 10
single-family residential lots, on a 23 acre tract within the existing Landfall development. The
proposal includes a community pier and docking facility, consisting of 10 boat slips.

Landfall Associates
Horseshoe Lake
Page 2
9. PROTECT DESCRIPTION
The project site is a 23 acre tract within an existing development known as Landfall. Landfall is an
ongoing large-scale project, which includes golf courses, both single-family and multi-family
residential, and commercial development. Landfall is located on the mainland side of the Atlantic
Intracoastal Waterway (AIWW), near Wrightsville Beach, north of Eastwood Road and east of Military
Cutoff. The proposed project, Landfall II, Block 46, is located within the tract at the end of Pembroke
Jones Drive. The site consists of an island-like area of highground surrounded by the existing, U-
shaped, Horseshoe Lake. A new wooden bridge over the southern arm of the lake, accesses the area.
There are narrow dams at both ends of the lake, adjacent to the AIWW, and a spillway pipe through
the southern dam discharges to the AIWW. The elevation of the property rises sharply from the AIWW
to 14-18 feet mean sea level. The tract is wooded, primarily Live Oaks, and the underbrush has been
cleared and mowed. Adjacent to the AIWW shoreline there is a border of coastal wetlands,
approximately 250 feet wide. This marsh border is predominantly smooth cordgrass S artina
alterniflora). Other high coastal marsh plants intermix into the vegetation at the transition to highground.
Species observed include: cattails T ha, spp.), saw grass (Caldium jamaicense), spike grass istichlis
icata , sea oxeye (Borrichia frutescens), salt meadow grass (Spartina patens), and shrubs, marsh elder
(Iva frutescens), and grounsel-bush (Baccharus halimifoli a).
The AIWW is approximately 600 feet wide in the project area. It is classified as SA by the NC Division
of Water Quality, and is CLOSED to the harvest of shellfish. The area is not a designated primary
nursery area (PNA) by the NC Division of Marine Fisheries.
The applicants propose to develop a subdivision, consisting of ten single-family residential lots. Lots
1-7 would be located on the island, oriented around a cul-de-sac accessed from the existing bridge. Lots
8, 9, and 10, would be annexed into Block 46 from an existing section of Landfall I, at the end of
Harborway Place which is located adjacent to the north side of Horseshoe Lake. The lots average
103,000 square feet, including a conservation and pedestrian access easements which extend into the
adjacent lake and along the shoreline of the AIWW. The,highground area of each lot averages 51,000
square feet. The applicants propose a common pier and boat docking facility for the subdivision. The
fixed pier would extend into the AIWW from the northern dam area of the lake. It would be 335 feet
long and 6 feet wide. At the end of the pier there would be a fixed platform, 66 feet by 30 feet,
consisting of a gazebo (30 ft. X 30 ft.), and an open deck (36 ft. X 30 ft). Waterward of the fixed
platform and parallel to the waterway, would be a floating dock, 190 feet long and 6 feet wide. Five
finger docks 32 feet long and 6 feet wide would create 10 boat slips. Each slip would include a boadift.
Six mooring pilings would complete the docking facilities. The applicants propose to dredge a basin
around the docking facility, 230 feet long, 150 feet wide, and 4.5 feet deep at mean low water (see
sheet 2). The work would be completed by hydraulic dredging, and the excavated material would be
placed in a diked area on Lots 8, 9, and 10. This area is currently being used as a spoil disposal are
in conjunction with ongoing dredging work in Horseshoe and other inland lakes.
10. ANTICIPATED IMPACTS
The proposed pier and docking structure would incorporate 9200 square feet of Estaurine and Public
Trust Waters. During the construction of the pier, there would be some trampling of marsh vegetation
r
Landfall Associates
Horseshoe Lake
Page 3
along the alignment of the walkway and some short-term turbidity associated with the installation of
pilings. The pier walkway would shade approximately. 2010 square feet of coastal wetlands. The
proposed dredging activity would disturb approximately 31,500 square feet of shallow water bottom.
There would be some short-term turbidity associated with the dredging activity, and approximately
3,500 cubic yards of spoil material would generated from the open water basin excavation. This material
would be deposited over a 156,400 square feet (3.6 acres) highground disposal site (Lots 8, 9, & 10).
As these lots will subsequently be developed, the applicants have no designated area for future
maintenance of the boat basin. The installation of the proposed utility extensions and cul-de-sac would
disturb approximately 14,700 square feet of highground area. Additional soil disturbance and creation
of impervious surface area would occur with the subsequent construction of single-family houses, by
individual lot owners.
Submitted by: E.F. Brooks Date: 6/20/97 Office: - Wilmington
Form DCM-MP-1
T
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT Harnett Township
a. Landowner:
c. Street address or secondary road number
Terminus of Pembroke Jones Drive
Name Landfall Associates
Address P. O. Box 5368
City Wilmington State NC
d. Is proposed work within city limits or planning
jurisdiction? Yes x -No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Atlantic Intracoastal
Waterway
Zip 28403 Day Phone 9=1- 2-56-x76:4-6i
3. I to CRIPTION AND PLANNED USE
Fax [phone]
MAY 2 0 1997 ?_OF PROPOSED PROJECT
b. Authorized Agent:
C;tii9S3C,P, C.
Name S. Keith CooperCGAS T AL K,1/` gAGE2 EU1St all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
Address P. 0. Box 5368 excavation and/or filling activities.
Sincrle-family lots with pier
and dock.
City Wilmington State NC
Zip 2 8 4 0 3 Day Phone [phone] b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
Fax [phone]
c. Will the project be for public, private or commercial
use? Private
c. Project name (if any) Landfall Subdivision II
Block 46 (a.k.a. Horseshoe Island) d. Give a brief description of purpose, use, methods of
construction and daily operations of . proposed
Nom Perndt will be issued in name of lmulowner(s), andlor project. If more space is needed, please attach
project name, additional pages. Recreational use
by homeowners.
2. LOCATION OF PROPOSED
PROJECT
a. County New Hanover
Revised 03195

Focm DCM-MP-1
m. Describe existing wastewater treatment facilities.
4. LAND AND WATER New Hanover Countv Sewer System
CHARACTERISTICS
23 ac +/- (includes
a Size of entire tract marshland and area n. Describe location and type of discharges to waters
. within Conservation Easement) of the state. (For example, surface runoff, sanitary
b. Size of individual lot(s) Avg. 103,000 s f incl. wastewater, industrial/commercial effluent, "wash
Conservation asement; Avg. 51 000 sf down" and residential discharges.) Surface

c. excluding Conservation Ease
Approximate elevation of tract above or runoff from streets, houses
NWL 7 to 14 msl and lawns.

d TM rrl Tm,
Soil type(s) and texture(s) of tract )?
' 7v,
o.escnbe existing drinking water supply source.
. ^
Clean course sand ?1_ }? of Wilmington

2() OQ 7
??U MAY
vv
e.
Hardwoods
Vegetation on tract
U0ASi A MA1gAGEMENT
f. Man-made features now on tract Chimney and
ADDITIONAL INFORMATION
5
foundation remnants of structure. .
g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site? (Consult the local land use plan.) following items must be submitted:
X Conservation Transitional
• A copy of the deed (with state application only) or
Developed Community
Rural Other other instrument under which the applicant claims title
to the affected properties. If the applicant is not
h. How is the tract zoned by local government? claiming to be the owner of said property, then
R-20 Performance Residential forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
i. Is the proposed project consistent with the applicable from the owner to carry out the project.
zoning? X Yes No
(Attach zoning compliance certificate, of applicable) • An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
j. Has a professional archaeological assessment been ink on an 8 1/2" by 11" white paper. (Refer to
done for the tract? Yes X No Coastal Resources Commission Rule 77.0203 for a
If yes, by whom9 detailed description.)
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes
Coastal (marsh) X Other
If yes, has a delineation been conducted?
(Attach doatnxntation, if available) .
Yes
No
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) . A site or location map is a part of_plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03195
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Kenneth & Thelma Anderson
Address 30 Middle Ridge Road
Phone New Canaan, CT 06840
Name Michael and Ginger Wilson
Address 424 Robert E. Lee Drive
Phone Wilmington, NC 28412
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
U.S. Army Corps of Engineers
Permit No. 199500221 issued
October 18, 1995 to Landfall
Associates
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained N the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a'manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the day of May , 19 9 7 .
Print Name _ S. Keith Cooper
Signature S'.
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
x DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at t4 e bondmer?3i
J, 1\?
v MAY 2 0 1997
ljiiV!SION OF
.' , "Ai- MA1VAGE1ViENT
Revised 03195
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
T,-nQth Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)

1.5' 4.5
150' 230' below below
MW MLW

M1:;;4!%.; :jig:'v.?:• ?:5?????iY

?µ• /?

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 3 , 2 0 0 cy
b. Type of material to be excavated Fine sand
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards -0-
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Lots 8, 9, 10
and 11 of the protect.
b. Dimensions of disposal area Approximately
460': x 340'
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area
maintenance? Yes
If yes, where?
UN ? y
L'U MAY 2 0 1997
COASTAL MA14AGEME-NT
be available for future
x No
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes _ x No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
If yes,
(1)
(2)
Amount of material to
water
Dimensions of fill area.
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? By use of dikes
and silt fencing
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Hydraulic dredge.
c. Will wetlands be cr:,ssed in transporting equipment
to project site? Yes x No
If yes, explain steps that will be taken to lessen
environmental impacts.
4. OTHER FILL ACTIVITIES Landfall Subdivision II - Blor_k_46
Applicant or Project Name
(Excluding Shoreline Stabilization) S Lad, C=4m
tI1Te
1-`J T V ;;
rS
a. Will fill material be brought to site Yes x No 1 Date
r
MAY 2 C iGZ'?i
DIVISRII? Y
COASTAL 1V ANJ-\U'EiO'ENT
be placed in the
Revised 03/95
Form DCM-MP-3
UPL.AND
DEVELOPMENT
(Construction and/or land disturbing activities)
PLEASE SEE ATTACHMENT FOR
ADDITIONAL EXPLANATIONS.
Attach this form to Joint Application for CAMA Major h. Projects that require a CAMA Major Development
Permit, Form DCM-MP-1. Be sure to complete all Permit may also require a Stormwater Certification.
other sections of the Joint Application that relate to this Has a site development plan been submitted to the
proposed project. Division of Environmental Management for review?
Yes X No
a. Type and number of buildings, facilities, units or If yes, date submitted See attachment.
structures proposed Seven single-family
lots; four existing single-family i. Describe proposed method of sewage disposal.
lots on adjacent parcel. New Hanover County
b. Number of lots or parcels 7 lots on one
parcel; four lots on adjacent
parcel j. Have the facilities described in Item i. above
c. Density (give the number of residential units and the received state or local approval? No. See
units per acre) Lots 1-7 - on 7.6+ acres; (Attach appropriate documentation) attachment.
existing Lots 8-11 - on 5.4 acres+?
k. Describe location and type of proposed discharges to
d. Size of area to be graded, filled or disturbed waters of the state (for example, surface runoff,
including roads, ditches, etc. Approx. 0.5 sanitary wastewater, industrial/commercial effluent,
acres for Lots 1-7; 5.4 acres for "wash down" and residential discharges).
Lots 8-11. See attachment.
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins. 1. Describe proposed drinking water supply source
If applicable, has a sedimentation and erosion (e.g. well, community, public system, etc.)
control plan been submitted to the Division of Land City of Wilmington, public system
Resources? Yes X No
If yes, date submitted See attachment. in. Will water be impounded? Yes X No
If yes, how many acres?
f. List the materials (such as marl, paver (s n_e,7'10 Zil H 717M Ir?
n
If
t i
f
t d
l
h
h
l
asp
a
t, or concrete) to be used for paved su ces. .
a projec
s a ocean
ron
eve
opment, w
en
. Marl , concrete I , ?n was the lot(s) platted and recorded?
MAY 2 0 1997
'''iCaGs :)Eandfall Subdivision II - Block 46
COASTAL 1b1A1vA V 'v ^"i Project Name
g. Give the percentage of the tract within 75 feet o
MHW or NWL, or within 575 feet in the case of an S, - -(I,
Outstanding Resource Water, to be covered by signature
impervious and/or built-upon surfaces, such as go L"
1y

pavement,- buildings, rooftops, or to be used for 1
C42
Date
vehicular driveways or parking. See
attachment.
Revised 03/95
May 20, 1997
ATTACHMENT TO UPLAND DEVELOPMENT FORM DCM-MP-3
(a) Lots 8, 9, 10 and 11, accessed by Harborway Drive have
been permitted as part of prior development approvals.
Under those approvals, they are listed as Lots 41R, 42R,
70 and 71 Block 4 Pembroke Jones Park. The only change
is the lot numbering system and annexation into Landfall
Subdivision II. These approvals include:
Stormwater Certification - Part of Permit No SW8 95-1210
Watermain Extension - Part of Division of Environmental
Health Serial Number 96-10939
Sewer Extension - Part of Division of Environmental
Management Permit Number WQ0012020
Erosion Control - Part of New Hanover County Permit #439
These lots and the extension of Harborway Drive are
currently under construction.
(e) Lots 8, 9, 10 and 11, Pembroke Jones Drive to the bridge
and the existing bridge are covered by grading permit
#439 issued by New Hanover County.
(g) No impervious surfaces other than those related to the
pier and dock are proposed within 75 feet of the mean
high water mark.
(h) Lots 8, 9, 10 and 11 are part of Stormwater Certification
SW8 95-1210.
Lots 1-7 and the access road are being designed to limit
impervious surfaces such that the project will be
exempted from manmade stormwater detention requirements.
Plans will be submitted to the Division of Water Quality
for review and approval within 30 days.
(i) A copy of the sewer main extension permit for Lots 8, 9,
10 and 11 is attached.
(k) There will be surface water discharge as described in (h)
above. Lots 8, 9, 10 and 11 have surface water
discharges to the manmade lake permitted by Stormwater
Certification SW8 95-1210.
Lots 1-7 have surface water discharge to an older manmade
lake which discharges into the Waterway. Part of Lots 3,
4, 5 and 10 have surface discharge to the Intracoastal
Waterway. rrl T7711 TM
DO
MAY 2 0 1997
DIVI-SI-O!), OF
COASTAL MANAGEMENT
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e. Mooring buoys
Permit, Form DCM-MP-1. Be sure to complete all (1) _ Commercial -Community - Private
other sections of the Joint Application which relate to (2) Number
this proposed project. (3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
- (1) _ Commercial -Community X Private
? (2) Number
r= (3) Length (4) Width of water body
(4) Width (5) Distance buoy(s) to be placed beyond
(5) Finger Piers Yes No shoreline
-P (i) Number
(ii) Length f. Mooring structure (boatlift, mooring pilings, etc.)
aa) (iii) Width (1) _ Commercial -Community X Private
w- (6) Platform(s) Yes No (2) Number 10
(i) Number (3) Length 151
(ii) Length (4) Width 15'
(iii) Width
(7) Number of slips proposed 10 g. Other (c/Ye comptere description)
(8) Proximity of structure to adjacent riparian Each slip will include an electrically
property lines See drawincgs. operated boat lift.
(9) Width of water body AIWW Channel Only a portion of the constrnr-t on
(10) Water depth at waterward end of pier at described on this form is sublect
MLW or NWL 8" +/- existing to Public Trust.
4.5 +/- proposed
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
c.
d.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
Breakwater (e.g,
(1) Length
(2) Average
wetlands _
(3) Maximum
wetlands _
wood, sheetpile, etc.)
distance from MHW, NWL or
distance beyond MHW, NWL or
Landfall Subdivision TT - Black 46
Applicant or Project Name
Signature
--?C3
Date
?? 1097
GIVIS!" i, OF
COASTAL fV3AIyAGEMENT
Revbed 03/95
May 20, 1997
ATTACHMENT TO STRUCTURES FORM DCM-MP-4
(a) The structure will consist of a 335' long by 6' wide
fixed pier from the upland to a fixed platform. The
platform will consist of a 30' x 30' covered gazebo and a
36' x 30' open deck. A 20' long by 8' wide hinged ramp
will connect the fixed structures to the floating
platforms. The floating structure will consist of a 190'
long x 8' wide platform parallel to the waterway with
five 32' long x 6' wide finger docks.
Each slip will have four pilings to support the boat
lifts. Fender piles will be sited as shown on the
drawings.
TU?
ELIJ MAY ?{Af 2 a 197 LUJ
Gib/IS!Oiw O
COASTAL MANAGEMENT
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Health
Public Water Supply Section
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Linda C. Sewall, Director
Ms. Mary M. Gornto, City Manager
City of Wilmington
Post Office Box 1810
Wilmington,. North Carolina 28402
D HN
February 20, 1996
u
f `? FEB 2 8
Re: Water Main Extension
City of Wilmington-to serve
Landfall Subdivision II,
Blocks 4, 18, 24, 27 and 28
New Hanover County
I.D. ##04-65-010
Dear Ms. Gornto:
Plans and specifications for the referenced project prepared by Roy Paul
Lorenzen, P.E., have been reviewed by engineers of this Section. The plans call for
the installation of approximately 5,900 feet of a-inch and 2,190 feet of 4-inch
water mains, valves, hydrants and other appurtenances along Harborway Place,
Planters Row, Sun Runner Drive, Deer Island Lane, Sandwedge Place, Pelican Reach
Place and Spotted Hawk Court to provide to Landfill Subdivision II, Blocks 4, 18,
24, 27 and 28 with 62 lots. These plans and specifications are approved under
Division of Environmental Health serial number 96-10939, dated February 15, 1996.
Public water system rules require that a registered professional engineer
verify that construction has been completed in accordance with these approved plans
and specifications. In order to complete the approval of this water main extension,
please furnish us a copy of the engineer's verification affixed with his/her
professional engineering seal immediately upon completion of construction. Customer
connections shall not be made until the construction verification letter is received
by this office.
One copy of the "Application for Approval..." is enclosed together with one
copy of the plans and specifications bearing the Division of Environmental Health
stamp of approval. One copy of each is being forwarded to our Wilmington Regional
office. The third copy is being retained in our permanent files.
If we can be of further service, please call on us at [phone].
Sin rely,
Richar Durham, P.E., Chief
Public ter supply Section
RJD/MLD/JP
Enclosures .
cc: M. P. Bell, Regional Engineer MAY 2 0 1C997
New Hanover County Health Department /
The John R. McAdams Company, Inc. ? DIVISION OF
COASTAL MA14AGEMENT
P.O. Box 29536, Roleigh, North Carolina 27626-0536 Telephone [phone] FAX [phone]
An Equai Opportunity Affirmative Action Employer 50go recycled/ 10% post-consumer paper
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E_, Director
March 28, 1996
Mr. Wyatt E. Blanchard, County Engineer
New Hanover County Water and Sewer District
414 Chestnut Street
Wilmington, NC 28401
k1amrYTA
A&4
I'T "r
;.Al
ID FE F1
Subject: Permit No. WQ0012020
New Hanover County W&S District
Landfall Subdivision
Sewer Extension
New Hanover County
Dear Mr. Blanchard:
in accordance with your application received February 1, 1996, we are forwarding herewith Permit
No. WQ0012020, dated March 28, 1996, to the New Hanover County Water and Sewer District for the
construction and operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any pans, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150E of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to*you. If you need additional
information concerning this matter, please contact Mr. J. Ray Cox at [phone] extension 549.
Sincerely,
A. Prest Howard, Jr., P.E.
CC., New Hanover County Health Department
W- minD on Regional Office, Water Quality Section I??' H-11 77 The Jahn R. McAdams Company, Inc. ?..
?u MAY 2 C 1997 I
1 % 1! F, 1C
COAST AL iMA10-\GEN4ENT
P.O. Eox 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the-provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO THE
New Hanover County Water and Sewer District
New Hauover County
FOR THE
construction and operation of approximately 2,220 linear feet of 16-inch gravity sewer, approximately
1,726 linear feet of 10-inch gravity sewer and approximately 3,329 linear feet of 8-inch gravity sewer to
serve 64 three-bedroom dwellings in Landfall Subdivision (Pembroke Jones Park Phases 1B, 3 and 4;
blocks 4, 18, 24, 27 and 28) and the discharge of 23,040 GPD of collected domestic wastewater into the
New Hanover County Water and Sewer District's existing sewerage system, pursuant to the application
received February 1, 1996, and in conformity with the project plan, specifications, and other supporting
data subsequently filed and approved by the Department of Environment, Health and Natural Resources
and considered a part of this permit
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City of Wilmington's
M'Kean. Maffit Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a.desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
i
MAY 2 0 19917
COASTAL' f.'!t•=.lyAGE- 11E'44T-
?. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Perin is and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permitter
to an enforcement action by the Division of Environmental Management, in accordance with North
Carolina General Statute 143-215.6(x) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Pernnittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next working
day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
13. This permit shall become voidable unless the agreement between the New Hanover County Water
and Sewer District and the City of Wilmington for the collection and final treatment of. wastewater
is in full force and effect.
14. A stormwater management plan must be submitted to and approved by the Wilmington Regional
Office in accordance with 15 NCAC 2H. 1000.
Permit issued this the twenty-eighth day of March, 1996
NORTH CAROLI'c IA E VIRONTN=AL
A. Preston oward, Jr., PE., Director /
Division of vironmental Management
By Authority of the Environmental Management Commission
Permit Number W00012020
2
COMMISSION
?1n I im
MAY 2- 0 IOC7
DIi,1c;1- Y-
GOAS i t;L ivl+ r:GLiEe?T
Permit No. WQ0012020
March 28, 1996
ENGINEER'S CERTIFICATION
1, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Locarion
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Dare
LJJ?Eq" 1
r? I I
3 MAY 2 0 10,97
COASTAL tVIAINACEVIENT
S?tate of North Carolina
Department of Environment, ,
Health and Natural Resources
Division of Water Quality 00
James B. Hunt, Jr., Governor [D E'---? N
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
August 23, 1996
Mr. S. Keith Cooper, Agent
Landfall Associates
Post Office Box 5368
Wilmington, North Carolina 28403
Subject: Permit No. SW8 951210
Upper Pond at Horseshoe Lake
High Density Subdivision Stormwater Project
New Hanover County
Dear Mr. Cooper:
The Wilmington Regional Office received the Stormwater Management Permit Application for the Upper Pond at
Horseshoe Lake on December 8, 1995, with final information on August 20, 1996. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title
15A NCAC 2H. 1000. We are forwarding Permit No. SW8 951210, dated August 23, 1996, for the construction of the
Upper Pond at Horseshoe Lake.
This permit shall be effective from the date of issuance until August 23, 2006, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater management system will result
in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
ajudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be
in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at
[phone].
Sincerely,
C7)-J' C r--
F0 t? Dave Adkins
Regional Water Quality Supervisor
r1
DA/arl: S:\WQS\STORMWAT\PERMIT\951210.AUG 1 lH 17,1
cc: Richard Dickie, P.E.
Tony Roberts, New Hanover County Inspections Beth Easley, New Hanover County Engineering J
Linda Lewis MAY 2 0 1997
Wilmington Regional Office
Central Files OF
COASTAL tvAI? AGEAENT
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
A4
?'
r ,
DIVISION OF COASTAL MANAGEMENT
FIELD EWESTIGATION REPORT
1. APPLICANT'S NAME: Landfall Associates (Horseshoe Island)
2. LOCATION OF PROJECT SITE: End Pembroke Jones Drive in Landfall Subdivision, off
Eastwood-Rd., adjacent AIWW, in New Hanover Co:, NC.
Photo Index - 198:174-9 RU, 17-20 1995:22-257 H-L; 17-20
State Plane Coordinates.- X: 2362800 Y:.178600
1 INVESTIGATION TYPE: CAMA D&F
4.
5.
6.
7.
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6/13/97
Was Applicant Present:- Yes
PROCESSING PROCEDURE Application Received 5/20/97
Office - Wilmington
SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover
Land Classification From LUP - Conservation/Resource Protection
(B) AEC(s) Involved: HG,EW,PT,CW
(C) Water Dependent: Yes
(D) Intended,Use: Private/Community
(E) Wastewater Treatment: Existing - None
Planned County Sewer System
(F) Type of Structures: Existing None
Planned - Single-family homes, pier, and dock.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FR T .IM nT?TT7i?
(A) Vegetated Wetlands 2010 sq.ft.
Shaded
(B)Non-Vegetated Wetlands-Open water 9200 s q.ft.
-Shallow bottom 31500 s -.ft.
(C) Other 171100 sq.ft.
Highground disturbance
(D) Total Area Disturbed: 204,610 sq.ft. (4.;7 acres)
(E) : Primary Nursery Area: No
(F) Water Classification: SA Open: NO
8. PROJECT SITIVIMARY: The applicants propose to develop a subdivision consisting of 10
single-family residential lots, on a 23 acre tract within the existing Landfall development. The
proposal includes a ,community pier and docking facility, consisting of 10 boat slips.
r
Landfall Associates
Horseshoe Lake
Page 2
9. PROTECT DESCRIPTION
The project site is a 23 acre tract within an existing development known as landfall. Landfall is an
ongoing large-scale project, which includes golf courses, both -single-family and multi family
residential, and commercial development. Landfall is located on the mainland side of the Atlantic
Intracoastal Waterway (AIWW), near Wrightsville Beach, north of Eastwood Road and east of Military
Cutoff. The proposed project, Landfall II, Block 46, is located within the tract at the end of Pembroke
Jones Drive. The site consists of an island-like area of highground surrounded by the existing, U-
shaped, Horseshoe Lake. A new wooden bridge over the southern arm of the lake, accesses the area.
There are narrow dams at both ends of the lake, adjacent to the AIWW, and a spillway pipe through
the southern dam discharges to the AIWW. The elevation of the property rises sharply from the A.IWW
to 14-18 feet mean sea level. The tract is wooded, primarily Live. Oaks, and the underbrush has been
cleared and mowed. Adjacent to the AIWW shoreline there is a border of coastal. wetlands,
approximately 250 feet wide. This marsh border is predominantly' smooth cordgrass S artina
alterniflora). Other high coastal marsh plants intermix into the vegetation at the transition to highground.
Species observed include: cattails (pTha, spp.), saw grass (Caldium jamazcene), spike grass istichlis
icata , sea oxeye (Borrichia frutescens), salt meadow grass (Spartina patens), and shrubs, marsh elder
(Iva frutescens), and grounsel-bush (Bacchants halimifolia).
The AIWW is approximately 600 feet wide in the project area. It is classified as.SA by the NC Division
of Water Quality, and is CLOSED to the harvest of shellfish. The area is not a designated primary
nursery area (PNA) by the NC Division of Marine Fisheries.
The applicants propose to develop a subdivision, consisting of ten single-family residential lots. Lots
1-7 would be located on the island, oriented around a cul-de-sac accessed from the existing bridge. Lots
8, 9, and 10, would be annexed into Block 46 from an existing section of Landfall I, at the end of
Harborway Place which is located adjacent to the north side of Horseshoe Lake. The lots average
103,000 square feet, including a conservation and pedestrian access easements which extend into the
adjacent lake and along the shoreline of the AIWW. Thejhighground area of each lot averages 51,000
square feet. The applicants propose a common pier and boat docking facility for the subdivision. The
fixed pier would extend into the AIWW from the northern dam area of the lake. It would be 335 feet
long and 6 feet wide. At the end of the pier there would be a fixed platform,- 66 feet by 30 feet,
consisting of a gazebo (30 ft. X 30 ft.), and an open deck (36 ft. X 30 ft). Waterward of the fixed
platform and parallel to the waterway, would be a floating dock, 190 feet long and 6 feet wide. Five
finger docks 32 feet long and 6 feet wide would create 10 boat slips. Each slip would include a boatlift.
Six mooring pilings would complete the docking facilities. The applicants propose to dredge a basin
around the docking facility, 230 feet long, 150 feet wide, and 4.5 feet deep-at mean low water (see
sheet 2). The work would be completed by hydraulic dredging, and the excavated material would be
placed in a diked area on Lots 8, 9, and 10. This area is currently being used as a spoil disposal are
in conjunction with ongoing dredging work in Horseshoe and other inland lakes.
lfl. ANTICIPATEDE"FACTS
The proposed pier and docking structure would incorporate 9200 square feet of Estaurine and Public
Trust Waters. During the construction of the pier, there would be some trampling of marsh vegetation

Landfall Associates
Horseshoe Lake
Page 3
along the alignment of the walkway and some short-term turbidity associated with the installation of
pilings. The pier walkway would shade approximately. 2010 square feet of coastal wetlands. The
proposed dredging activity would disturb approximately 31,500 square feet of shallow water bottom.
There would be some short-term turbidity associated with the dredging activity, and approximately
3,500 cubic yards of spoil material would generated from the open water basin excavation. This material
would be deposited over a 156,400 square feet (3.6 acres) highground disposal site (Lots 8, 9, & 10).
As these lots will subsequently be developed, the applicants have no designated area for future
maintenance of the boat basin. The installation of the proposed utility extensions and cul-de-sac would
disturb approximately 14,700 square feet of highground area. Additional soil disturbance and creation
of impervious surface area would occur with the subsequent construction of single-family houses, by
individual lot owners.
Submitted by: E.F. Brooks Date: 6/20/97
Office: Wilmington
t ?
Form DCM-MP-1
APPLICATION
' (To be completed by all applicants)
f,
b.. City, town, community or landmark
Harnett .Township
1. APPLICANT
c. Street address or secondary road number
Terminus of Pembroke-Jones Drive
a. Landowner: -
NameLandfall Associates
Address P.. 0. Box 5368
City_ Wilmington . State NC
d. Is proposed work within city limits or planning
jurisdiction? Yes - x No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Atlantic Intracoastal
Waterway
Zip 2 8 4 0 3 Day Phone 9d-V2-5-6-76476
i
m 74
(? 1 3. I D CRIPTION AND PLANNED USE
Fax [phone]
. _Lk3 MAY 2 0 99 -,'OF PROPOSED PROJECT
b. Authorized Agent: DiVISION OF!
Name S. Keith Coope COAS ? AL M/;1gAG`a11Elt ist all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Address P. O. Box 5368 Single-family lots with pier
and dock.
City Wilmington State NC
Zip 2 8 4 0 3 Day Phone
Fax [phone]
910/256-7646
c. Project name (if any) Landfall Subdivision II
Block 46 (a.k.a. Horseshoe Island) d.
NOTE.- Permit will be issued in nanse of kndowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County • New Hanover
Reybed 03/95
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? Private
Give a brief description of purpose, use, methods of
construction and daily operations of . proposed
project. If more space is needed, please attach
additional pages. Recreational use
by homeowners.

Form DCM-MP-1
m. Describe existing wastewater treatment facilities.
4. LAND AND WATER New Hanover county sewer System
CHARACTERISTICS
23 ac +/-.(includes
a. Size of entire tract marshland and area n. Describe location and type of discharges to waters
within Conservation Easement) of the state. (For example, surface runoff, sanitary
b. Size of individual lot s) _ Avg. 103,000 s f i ncl. wastewater, industrial/commercial effluent, "wash
Conservation asement; Avg. 51 0
excluding Conservation Eas i' 0 sf down" and residential discharges.) Surface

c. Approximate elevation o? tract above. or runoff from streets, ho ges
-
NWL * 7 to 14 msl and lawns.
o.
LD
s
d. Soil type(s) and texture(s) of tract p
l .
e
c bo existing drinking water supply source.
Clean course sand o
- pity of Wilmington

e. Vegetation on tract Hardwoods

lJtca E h? I,P. AIgnr?-cMtANT
f. Man-made features now on tract Chimney and
foundation remnants of stru cture.
g. What is the CAMA Land Use Plan land

classification of the site? (Couutr the lornt Im?d use plvn.) addition to the completed application form, the
following items must be submitted
X Conservation Transitional
Developed Community • A copy of the deed (with state application only) or
Rural Other other instrument under which the applicant claims title
to the affected properties. If the applicant is not
h. How is the tract zoned by local government? claiming to be the owner of said property, then
R-20 Performance Residential forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
i. Is the proposed project consistent with the applicable from the owner to carry out the project.
zoning? X Yes No
(Attach zoning conplimue catifiaue, fpUcavu) • An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
j. Has a professional archaeological assessment been ink on an 8 1/2" by I1" white paper. (Refer to
done for the tract? Yes X No Coastal Resources Commission Rule 7J.0203 for a
If yes, by whom? detailed description.)
k. Is the project located in a National Registered Please note that original drawings are preferred and
Historic District or does it involve a National only high quality copies will be accepted. Blue-line
Register listed or eligible property? prints or other larger plats are acceptable only if an
Yes X No adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
1. Are there wetlands on the site? X Yes No Engineers regarding that agency's use of larger
Coastal (marsh) X Other _ ... drawings.) . A site or location map is a part of
plat
If yes, has a delineation been conducted? Yes requirements and it must be sufficiently detailed to
*
(Aaach docsi nentarion, if amilabk) guide agency personnel unfamiliar with the area to.the
• Revb;ed 03195
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Kenneth & Thelma Anderson
Address 30 Middle Ridge Road
Phone New Canaan, CT 06840
Name Michael and Ginger Wilson
Address 424 Robert E. Lee Drive
Phone Wilmington, NC 28412
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
U.S. Army Corps of Engineers
Permit No. 199500221 issued
October 18, 1995 to Landfall
Associates
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained to the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a•manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal -
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the day of May , 19 97 .
Print Name S: Keith Cooper
Signature S.?
Lo downer or Awhorized .agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the lionom: of eacFcrm
MAY 2 0 19197
?F; ?i?cEUi? J=
Revised 03195
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Len¢th Width Depth Depth
Access
.channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shorcline
stabilization)

1.5' 4.5
150' 230' below below
MW MLW

'.i3r+.{.ter Yv?s{yr{` ;v•r.:,:::F:='•':`?'.
?gp

1. EXCAVATION
a. . Amount of material to be excavated from below,
MHW or NWL in cubic yards 3 , 2 0 0 cy
b. Type of material to be excavated Fine sand
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards -0-
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Lots 8, 9, 10
and 11 of the project.
b. Dimensions of disposal area Approximately
460': x 340'
c. Do you claim title to disposal area?
X Yes No
if no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes x No
If yes, where? •
JL1
2 0 19 9
COASTAL 1v1A€vAGEW'=" NT
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes x_ No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL,
5. GENERAL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
a. How will excavated or fill material be kept on site
and erosion controlled? By use of dikes
and silt fencing.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Hydraulic dredge.
c. Will wetlands be crassed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
4. OTHER FILL ACTIVITIES Landfall Subdivision II - BI or-1c 46
Applicant or Project Name
(Excluding Shoreline Stabilization) S L 0,'
D i -Signature
a. Will fill material be brought to site?
Yes X No ,, j?. Date
MAY 2.0 _ - -
DiVI ,
COASTAL
Revised 03195
Form DCM-MP-3
UPLAND
PLEASE SEE ATTACHMENT FOR
ADDITIONAL EXPLANATIONS.
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h. Projects that require a CAMA Major Development
Permit, Form DCM-MP-1. Be sure to complete all Permit may also require a Stormwater Certification.
other sections of the Joint Application that relate to this Has a site development plan been submitted to the
proposed project. Division of Environmental Management for review?
Yes X No
a. Type and number of buildings, facilities, units or if yes, date submitted See attachment.
structures proposed Seven single-family
.lots; four existing single-family i. Describe proposed method of sewage disposal.
lots on adjacent parcel. New.Hanover County
b. Number of lots or parcels 7 lots on one
-parcel; four lots on adjacent
parcel j. Have the facilities described in Item i. above
c. Density (give the number of residential units and the received state or local approval? No. See
units per acre) Lots 1-7 , - on 7.6+ acres; (Attach appropriate do=mentadon) attachment.
existing Lots 8-;-11-- on 5.4 acres+i
k. Describe location and type of proposed discharges to
d. Size of area to be graded, filled or disturbed waters of the state (for example, surface runoff,
including roads, ditches, etc. ' Anprox . 0.5 sanitary wastewater, industrial/commercial effluent

acres for Lots 1-7; 5.4 acres for ,
"wash down" and residential discharges).
Lots 8-11. See attachment.
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins. 1. Describe proposed drinking water supply source
If applicable, has a sedimentation and erosion (e.g. well, community, public system, etc.)
control plan been submitted to the Division of Land City of Wilmington, public system
Resources? Yes X No
If yes, date submitted See attachment. m. Will water be impounded? Yes X No
If yes, how many acres?
f. List the materials (such as marl paver! ;stone! r %?
asphalt, or concrete) to be used for paved sugaces. n. If e project is a oceanfront development, when
-Marl, concrete I I 1 In was ththlot(s) platted and recorded?
2 rtrt
MAY
--Landfall Subdivision II - Block 46
'
AL 1`'p"?" ? `?
5
o
g. Give the percentage of the tract within 7
feet
f
cast or
Pro
Ject Name
MHW or NWL, or within 575 feet in the case of an S
/ .(I
l "
Outstanding Resource Water, to be covered by ,
,
signature
impervious and/or built-upon surfaces, such as g© ?q
Igq?
pavement,- buildings, rooftops, or to be used for c
D

vehicular driveways or parking. See ate
attachment.
Revised 03/95
May 20, 1997
ATTACHMENT TO UPLAND DEVELOPMENT FORM DCM-MP-3
(a) Lots 8, 9, 10 and 11, accessed by Harborway Drive have
been permitted as part of prior development approvals.
Under those approvals, they are listed as Lots 41R, 42R,
70 and 71 Block 4 Pembroke Jones Park. The only change
is the lot numbering system and annexation into Landfall
Subdivision II. These approvals include:
Stormwater Certification - Part of Permit No SW8 95-1210
Watermain Extension - Part of Division of Environmental
Health Serial Number 96-10939
Sewer Extension - Part of Division of-Environmental
Management Permit Number WQ0012020
.Erosion Control - Part of New Hanover County.Permit #439
These lots and the extension of Harborway Drive are
currently under construction.
(e) Lots 8, 9, 10 and 11, Pembroke Jones Drive to the bridge
and the existing bridge.are covered by grading permit
#439 issued by New Hanover County.
(g) No impervious surfaces other than those related to the
pier and dock are proposed within 75 feet of the mean
high water mark.
(h) Lots 8,-9, 10 and 11 are part of Stormwater Certification
SW8 95-1210.
Lots-1-7 and the access road are being designed to limit
impervious surfaces such that the project will be
exempted from manmade stormwater detention requirements.
Plans will be submitted to the Division of Water Quality
for review and approval within 30 days.
(i) A copy of the sewer main extension permit for Lots 8, 9,
10 and 11 is attached.
(k) There will be surface water discharge as described in-(h)
above. Lots 8, 9, 10 and 11 have surface water
discharges to the manmade lake permitted by Stormwater
Certification SW8 95-1210. -
Lots 1-7 have surface water discharge to an older manmade
lake which discharges into the Waterway. Part of Lots 3,
4, 5 and 10 have surface discharge to the Intracoastal
Waterway. T 01
r - MAY 20 19-0 r
COASTAL IvilANAG- ijr--NT
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a.
a?
U
ro
4J
Dock(s) and/or Pier(s)
(1) _ Commercial -Community _X Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
v
a?
'Zol (6)
(7)
(8)
(9)
(10)
(i) Number
(ii) Length
(iii) Width
Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
Number of slips proposed 10
Proximity of structure to adjacent riparian
property lines See drawings.
Width of water body AIWW Channel
Water depth at water-ward end of pier at
MLW or NWL 8" +/- existing
4.5 +/- proposed
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
C.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d.
Breakwater (e.g,
(1) Length
(2) Average
wetlands _
(3) Maximum
wetlands _
wood, sheetpile, etc.)
distance from MHW, NWL or
distance beyond MHW, NWL or
e. Mooring buoys
(1) Commercial -Community _ Private
(2) Number
(3) Description of buoy t
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) Commercial -Community X Private
(2) Number 10
(3) Length 151
(4) Width 15'
g. Other (Give complete description)
Each slip will include an e c rica
operated boat lift.
Only a Portion of h onGtriir-ti on
described on this form is subject
to Public Trust.
Landfall Subdivision TT - 'Black 46
Applicant or Project Name
S , 6,- fL C?-x?v
Signature
0,
Date
7 7
jl' hA 2 CF i0v7
GCAS i Ai- {,{A. AG tVi N
Revised 03195
May 20, 1997
ATTACHMENT TO STRUCTURES FORM DCM-MP-4
(a) The structure will consist of a 3351 long by ®' wide
fixed pier from the upland to a fixed platform. The
platform will consist of a 30' x 30' covered gazebo and a
36' x 30' open deck. A 20' long by 8' wide hinged ramp
will connect the fixed structures to the floating
platforms. The floating structure will consist of a 190'
long x 8' wide platform parallel to the waterway with
five 32' long x 6' wide finger docks.
Each slip will have four pilings to support the boat
.lifts. Fender piles will be sited as shown on the
drawings.
I?? C``
Jr J
COASTAL MAt AG=",,-I NT
State of North Carolina
?f Department of Environment,
Health and Natural Resources
Division of Environmental Health
Public Water Supply Section
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Linda C. Sewall, Director
February 20, 1996
Ms. Mary M. Gornto, City Manager
City of Wilmington
Post Office Box 1810
Wilmington, North Carolina 28402
EDEHNR
Re: Water main Extension
City of Wilmington-to serve
Landfall Subdivision II,
Blocks 4, 18, 24, 27 and 28
New Hanover County
I.D. #04-65-010
Dear Ms. Gornto:
Plans and specifications for the referenced project prepared by. Roy Paul
Lorenzen, P.E., have been reviewed by engineers of this Section. The plans call for
the installation of approximately 5,900 feet of 8-inch and 2,190 feet of 4-inch
water mains, valves, hydrants and other appurtenances along Harborway Place,
Planters Row, Sun Runner Drive, Deer Island Lane, Sandwedge Place, Pelican Reach
Place and Spotted Hawk Court to provide to Landfill Subdivision II, Blocks 4, 18,
24, 27 and 28 with 62 lots. These plans and specifications are approved under
Division of Environmental Health serial number 96-10939, dated February 15, 1996.
Public water system rules require that a registered professional engineer
verify that construction has been completed in accordance with these approved plans
and specifications. In order to complete the approval of this water main extension,
please furnish us a copy of the engineer's verification affixed with his/her
professional engineering seal immediately upon completion of construction.. Customer
connections shall not be made until the construction verification letter is received
by this office.
one copy of the "Application for Approval..." is enclosed together with one
copy of the plans and specifications bearing the Division of Environmental Health
stamp of approval. One copy of each is being forwarded to our Wilmington Regional
Office. The third copy is being retained in our permanent files.
if we can be of further service, please call on us at [phone].
4nr Dur
ham, P.E., Chief
Public ter Supply Section
RJD/MLD/7P ?? ?. ?R
`? J'J ! 7? ?
Enclosures (1 I!?
cc: M. P. Bell, Regional Engineer J ` V ?C? I-'
New Hanover County Health Department/
The John R. McAdams Company, Inc. ? D I V! C) -
WDASTtii_ I.OANIA, EL-M=AN T
P.O. Box 29536, Raleigh, North Carolina 27626-0536 Telephone [phone] FAX [phone]
An Equai opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
State OT Norin t;aronna
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
March 28, 1996
Mr. Wyatt E. Blanchard, County Engineer
New Hanover County Water and Sewer District
414 Chestnut Street
Wilmington, NC 28401
Ilk
IT
A&4
OWL
E3 EHNFi
Subject: Permit No. WQ0012020
New Hanover County W&S District
Landfall Subdivision
Sewer Extension
New Hanover County
Dear Mr. Blanchard:
In accordance- with your application received February 1, 1996, we are forwarding herewith Permit
No. WQ0012020, dated March 28, 1996, to the New Hanover County Water and Sewer District for the
construction and operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and skull be subject to the
conditions and limitations as specified therein.
If any pans, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to'you. If you need additional
information concerning this matter, please contact W. J. Ray Cox at [phone] extension 549.
Sincerely,
C=Cw.? ? • - ? ?1 ? A. Press Howard71rFt
., P.E.
cc: New Hanover County Health Department
Wilmin, on Regional Office, Water Quality Section
I --I: , 7-7,7 7T 777
The John R. McAdams Company, Inc.
. ?-
,? I
MAY 2 (? 1997
,30AS T AL i'ffklgr' 3;-E
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the-provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO THE
New Hanover County Water and Sewer District.
New Hanovcr County
FOR THE
construction and operation of approximately 2,220 linear feet of 16-inch gravity sewer, approximately
1,726 linear feet of I04nch gravity sewer and approximately 3,329 linear feet of 8-inch gravity sewer to
serve 64 three-bedroom dwellings in Landfall Subdivision (Pembroke Jones Park Phases IB, 3 and 4;
blocks 4, 18, 24, 27 and 28) and the discharge of 23,040 GPD of collected domestic wastewater into the
New Hanover County Water and Sewer District's existing sewerage system, pursuant to the application
received February 1, 1996, and in conformity with the project plan, specifications, and other supporting
data subsequently filed and approved by the Department of Environment, Health and Natural Resources
and considered a part of this permit
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City of Wilmington's
MKean. Maffit Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
[ill iY 20 t,, -?
`S,....
7. Upon completion of construction and prior to operation of this permitted facility, a certification '
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittce for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management, in accordant with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
• 10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal). which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next working
day, following the occurrence or fast knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
13. This permit shall become voidable unless the agreement between the New Hanover County Water
and Sewer District and the City of Wilmington for the collection and final treatment of wastewater
is in full force and effect
14. A stormwater management plan must be submitted to and approved by the Wilmington Regional
Office in accordance with 15 NCAC 2H.1000.
Permit issued this the tweaty-eighth day of March, 1996
NORTH CAROLINA ENVIRONMENTAL
A. Preston oward, Jr., P.B., Director /
Division of vironmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0012020
2
T COIXMSSION
if
COASTAL
Permit No. WQ0012020
March 28, 1996
ENGTNEER's CERTITICATION
L , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
'?-'-OASTAL
State of North Carolina
Department of Environment,
Health and Natural Resources A
Division of Water Quality
James B. Hunt, Jr., Governor p E H N F?k
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
August 23, 1996
Mr. S. Keith Cooper, Agent
Landfall Associates
Post Office Box 5368
Wilmington, North Carolina 28403
Subject: Permit No. SW8 951210
Upper Pond at Horseshoe Lake
High Density. Subdivision Stormwater Project
New Hanover County
Dear Mr. Cooper:
The Wilmington Regional Office received the Stormwater Management Permit Application for the Upper Pond at
Horseshoe Lake on December 8, 1995, with final information on August 20, 1996. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title
15A NCAC 2H.1000. We are forwarding Permit No. SW8 951210, dated August 23, 1996, for the construction of the
Upper Pond at Horseshoe Lake.
This permit shall be effective from the date of issuance until August 23, 2006, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater management system will result
in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
ajudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be
in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at
[phone].
Sincerely,
C i C L, t-
?? c? Dave Adkins
Regional Water Quality Supervisor
DA/arl: S:\WQS\STORMWAT\PERMM951210.AUG
cc: Richard Dickie, P.E. j
Tony Roberts, New Hanover County Inspections
' i i
Beth Easley, New Hanover County Engineering L v
Linda Lewis h1l A n Y 2 199907
Wilmington Regional Office i 1 r:! i -
Central Files `
COASTAL G-Mt:::N-
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
State atormwamr ivx=u s -
Permit No. SW8 951210
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Landfall Associates
Upper Pond at Horseshoe Lake
New Hanover County
FOR THE
construction, operation and maintenance of a Detention Pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until August 23, 2006 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management permitted for Lots 40R and 43R @50 %
page 3 of this permit, the Project Data Sheet. The subdivision p
impervious; Lots 41R, 42R, 70, and 71035 % impervious.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable
parts of the permit.
r
G 0 A S t ALtvllu
State Stormwater Management Systems
Permit No. SW8 951210
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
Pond Depth:
Upper Pond at Horseshoe lake
951210
New Hanover County
Mr. S. Keith Cooper, Agent
Landfall Associates
Post Office Box 5368
Wilmington, North Carolina 28403
December 8, 1995
Horseshoe Lake
"SC"
5 feet
Permanent Pool Elevation: 5 MSL
Total Impervious Surfaces Allowed: 4,003,164 square feet
Lots 40R and 43R 050 %; Lots 41R, 42R, 70, and 71 035 %
Multifamily Area 085 %
Future single family lots 035 %
Roads 0353,707 square feet
Offsite Area entering Pond: N/A square feet
Green Area entering Pond: 6,692,559 square feet
Required Surface Area: 282,973 square feet
Provided Surface Area: 476,118 square feet
Required Storage Volume: 344,803 cubic feet (518,299 cf for 1.5")
Provided Storage Volume:
Temporary Storage Elevation:
Controlling Orifice:
521,324 cubic feet
6 MSL
7 x 4" pipe
-7-711 '1
MAY 20 X497
ci1VIs1
COASTAL
3
State Stormwater Management Systems
Permit No. SW8 951210
4. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as swales)
shown on the approved plans as part of the stormwater management system without submitting a
revision to the permit and receiving approval from the Division.
5. The permittee is responsible for verifying that the proposed built-upon area does not exceed the
allowable built-upon area. Once the lot transfer is complete, the built-upon area may not be revised
without approval from the permittee, and responsibility for meeting the built-upon area limit is
transferred to the individual property owner.
6. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
e. Further subdivision of the project area.
L Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification
to the permit.
7. The Director may notify the permittee when the permitted site does not meet one or more of the
minimum requirements of the permit. Within the time frame specified in the notice, the permittee shall
submit a written time schedule to the Director for modifying the site to meet minimum requirements.
The permittee shall provide copies of revised plans and certification in writing to the Director that the
changes have been made.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of the
stormwater management system:
a. The stormwater management system shall be constructed in it's entirety, vegetated and
operational for it's intended use prior to the construction of any built-upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
2. The permittee grants permission to DEII3NR Staff to enter the property for the purposes of inspecting
the project for compliance with the conditions of this permit.
71
'`J I` f
?,Lk) ; i
7 r
MAY 2 0 7-0 9 7
L`Vf
4 C 0 A S e ALL 'irE/t. ! l EI!tEN l
State Stormwater Management Systems
Permit No. SW8 951210
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in it's entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
L Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DWQ. The records will indicate the date, activity, name of person performing the work and what
actions were taken.
5. Prior to the sale of any lot, deed restrictions must be recorded which limit the built-upon area per lot
to the amount as shown on the Project Data Sheet, per Part I #2. The recorded statements must follow
the form:
a. "The maximum built-upon area per lot is 35 % of the lot area above mean high water, inclusive
of that portion of the right-of-way between the lot line and the edge of pavement, strictures,
pavement, walkways of brick, stone, or slate, but not including open wood decking. Lots 40R
and 43R are limited to 50 % impervious. The Multi-family area is limited to a maximum of 85 %
impervious. "
b. "The covenants pertaining to stormwater regulations may not be changed or deleted without
concurrence of the State. "
C. "Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the State. "
d. "Lots within CAMA's Area of Environmental Concern may be subject to a reduction in their
allowable built-upon area due to CAMA regulations."
e. "Roof drain gutters are required on all homes and must drain into the street."
L "Two-thirds of the lot must be graded toward the street. it
g. "Perimeter swales and ditches 'must pick up the runoff and direct it into the pond. "
6. This permit shall become voidable unless the facilities are constricted in accordance with the conditions
of this permit, the approved plans and specifications, and other supporting data - ? -; ; 77 7
l
MAY 2 0 1997
5
' 1
COASTAL fit/=kN G=4'\41E1
State Stormwater Management Systems
Permit No. SW8 951210
7. Upon completion of construction, prior to issuance of a Certificate of occupancy, and prior to operation
of this permitted facility, a certification must be received from an appropriate designer for the system
installed certifying that the permitted facility has been installed in accordance with this permit, the
approved plans and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
8. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the date
of the recording. The recorded copy must be signed by the permittee, dated, stamped with the deed
book number and page, and bear the stamp of the Register of Deeds.
9. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of ten years from the date of the completion of construction.
M. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request form must be submitted to the Division
of Water Quality accompanied by an application fee, documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on its
merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute
143-215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and
federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action, including, those as may be required by this
Division, such as the construction of additional or replacement stormwater management systems.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for
a permit modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 23rd day of August, 1996.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Z1 7-El 7
A. Preston Howard, Jr., P.E., Director
Division of Water Quality MAY 2 0 ! Q 3 I
By Authority of the Environmental Management Commission D' V, € r
GOAST14-"L f t?t?rG?iv'?i ?
Permit Number SW8 951210
6
State Stormwater Management Systems
Permit No. SW8 951210
Upper Pond at Horseshoe Lake
Stormwater Permit No. SW8 951210
New Hanover County
Engineer's Certification
I, , as a duly registered Professional Engineer in the State - of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the
project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due
care and diligence was used- in the observation of the project construction such that. the construction was
observed to be built within substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
- V,
v
MAY 2 0 .92.r
D1VIS
COAtSTAL
7
177 t?'
p E C E I V E.
D
AUG 2 01'96
D E
PROJ # 50JzM?5 (ZID
POND 1IAINTENANCE REQUIREINfENTS
Project Name: LANDFALL UPPER POND AT
HORSESHOE LAKE
Project No. SW8 951210
Responsible Party: LANDFALL ASSOCIATES Phone No. -310--25b--7646
Attn:. Keith Cooper -
Address: P.O. BOX 5368, WILMINGTON, NC 28403
I. Inspect monthly, or after every runof producing rainfall event, whichever comes first
A Remove debris from the trash rack.
B. Check and clear the orifice of any obstructions. If a pump L used as the drawdown mechanism,
check for pump operation_
C. Check the pond side slopes; remove trash, repair eroded areas before the next rainfall event.
D. If the pond is operated with a vegetated filter, check the ft--r for sediment accumula*_don, erosion
and proper operation of the flow spreader mechanism. Repair as.necessary.
L. Quanerly
A. Inspect the coLection system (ie. catch basins, piping, gassed swales) for proper functioning.
Clear accumulated mash from basin gates, and basin bottoms, and check piping for obstructions.
B. Pond ii?let pipes will be checked for undemutting, rprap wTr? be. re placed, and broken pipes will
be repaired.
C. Grassed swales, including the vegetated filter if applicable, v,-ill be reseeded twice a yea-, as
necessary. Eroded areas will be repaired ir=ediately.
L. Every 6 months
AL Remove accumulated sediment from the bottom of the outle: structure-
B- Check dhe pond depth at various points in the pond. Jf dept:_ is re uced 6-735576f-or n t zI
deotn, sedimen will] be removed to at least original des--c- ceoth. ' -; ` `-" `s '`
j
I I
EtIhY 2 0 IQJ97
OPERATIONAL 1tifA.L?`{ANCE
PAGE 2 EQUMEI-YI NTS
Iti • General
A I'f0`z?hg of the side slopes,
not according to the season Maxru including normally subtuer e
urn grass height w7M be 6" Vegetated sheaf, will be accomplished
B. Cat__ic _, and other indiQe. •
must be removed when they cover the entiresur, encouraged alon
the pond pertsete:, however L•ie;
are.- of the pond.
C. The Orin-ce is designed to draw down the pond in 2-5 days. If dr •w
time, the system may be Clogged. The S0?° Of the cIogmng must be found fished uZ that
and acid eliminated.
D. All corponents of the detention oond system wiL be keot in moo .
d wor?dng order.
V- Special Req L, -e:nents .
an authorized Agent of
I, S. Keith Coo er Landfall Associates, a North
F?-sDOnsible Party Carolina general partnership,
hereby acl?.owled e
for maintenance of this Bete _ g that I above nt:on on tanj a-' he rnanc, ,.
as par of the Cer cation of CornpE7- p ?,.
wIL? Str.e??ssociates as OtILred
egia=-'o? rec.°ived for u`is project.
Signature: -
Dare: 15 August, 1996
Sarah H. Griffin
of New Hanover a Xot'ry pt'-b"c for tl Std of North Carolina
aP.oeared before do hereby G'^"' aL Col
`'? t. S • Keith Coo
per
me Lh's 15th day or- August
aregoing I9 96
Person
instru.,zent. Witness m znd ar - and acLmowl Ee the due execution of
Y n and oEca.I sear
S ^ Y
yfy commission expires Ju? U4, 1999
SERF
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NOTAg y
y=•. PUBLICc
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7
COASTAL t?Fk[??.G?FJiFC?lT
DIVISION OF ENVIRONMENTAL MANAGEMENT
a NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION:
1. Project Name: UDDer Pond at Horseshoe Lake
2. Project Location: (county, State Road, Address) Corner of Arboretum Drive
and Pembroke Jones Drive in Landfall, New Hanover County
3. owner's Name: Landfall Associates Phone: [phone]
4. MailingAddress: Post Office Box 5368
City Wilmington -
state NC Zip 28403
5. Application Date: October 27, 1995 Fee Submitted: $385.00
7. Nearest Receiving Stream: Horseshoe Lake class: C
8. Project Description: Creatinf' a 10.44 acre lake (normal )ool) for water
quality control and wetland mitigation
II. PERMIT INFORMATION.
1. Permit No. (will be completed by DEM) : 5(01 aC51210
2. Permit Type: . X New
Modification (existing permit no.)
3. Project Type: Low Density
Renewal
X'
Detention
Infiltration Other
4. Other State/Federal Permits/Approvals Required:
(Check appropriate blanks.)
X Sediment/Erosion Control ?-
CAMA Major st X404 P III- PROJECT BUILT UPON AREA Project
DTrainage Drainage
Basin Basin
Classification
Allowable Impervious
Total Project Area
Proposed Impervious
% Impervious Area
C C
78.0 Ac.*
260.0 Ac.
149.7 Ac.
57.5%
*Based on 30% Low Density Option
16.7 Ac.*
55.7 Ac.
35.5 Ac.
63.7%
Total DA/PROJECT DAAY 1997 L
Breakdown of Imme _ ous Are1a6g\l Ur
Buildings 1 ,'IL IWANIIAGEMEN]
**
Roads **
Parking **
Other **
Totals 149.7 Ac./35.5 Ac.
**Future Development - Unknown '

IV. STORMWATER TREATMENT (Describe how runoff will be treated):
Wet detention pond with a storage pool for runoff from the 1 1/211 storm. inverted
siphons to maintain normal pool and draw down- the storage pool, weir box and
emergency spillway to pass larger storms.
V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required for all low density projects and
all subdivisions prior to the sale of any lot. Please see Attachment A for spedific
requirements.
By your signature below, you certify that the recorded deed restrictions and
protective covenants for this project shall include all the items required by the
permit, that the covenants will be binding.on all parties and persons claiming
under them, that they will run with the land, that the covenant cannot be changed
or deleted without concurrence from the State, and that they will be recorded
prior to the sale of any lot.
OWNER'S CERTIFICATION
I, S Keith Cooper certify that the
(Please print name clearly)
information included on this permit application form is correct, that the project will
be constructed in conformance with the approved plans, that the deed restrictions will
be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2?i.1000.
ls"
A=ORIZED AGENT
Person or Firm Name: The John R. McAdams Company, Inc.
Mailing Address: Post Office 14005
City - Research Triangle Park state NC zip 27709
Phone: [phone]
Please submit application, fee and plans to appropriate Recional
(see attached map)
_2-
U
MAY 2 0 1997 il,
DIVfs!0x4 0F_
COASTAL Mf?NAGENAtEN 1
office.
?-;,c-•..:-ter ? -, _ :,.--
p
- D
DEC 0 8 1995
DE1
p?oJ ? SW? ?SIZ10
I authorize the below named person or firm to submit stormwater plans on my
behalf.
COUNTY OF NEW HANOVER .
STATE OF NORTH CAROLINA.
ORDER GRANTING A SPECIAL USE PERWr
Community Boating Facility (Ten Slips)
The County Commissioners for New Hanover County having held a public hearing on
June 2, 1997, to consider application number S407,-submitted by Landfall Associates, a request
for a special use permit to use the property located east of Horseshoe Island in Pembroke Jones
Park and having heard all the evidence and arguments presented at the hearing, make the
following FINDINGS OF FACT and draw the following CONCLUSIONS:
1. The County Commissioners FIND AS A FACT that all of the specific
requirements set forth in Section 72-37 of the County Zoning Ordinance WILL be satisfied if the
property is developed in accordance with the plans submitted to the County Commissioners.
2. It is the County Commissioners' CONCLUSION that the proposed use DOES
satisfy the first general requirement listed in the Ordinance; namely that the use will not materially
endanger the public health or safety if located where proposed and developed according to the
plan as submitted and approved. In support of this conclusion, the Commissioners make the
following FINDINGS OF FACT:
A The facility does not require water and sewer service, though it is fairly common to
provide water service to wash down boats and equipment.
B. The site is located in the Seagate Volunteer Fire Department District.
C. Pedestrian access is available from the adjacent subdivision.
D. The pier and docks are sited such that interference to navigation along the
waterway is avoided.
3. It is the County Commissioners' CONCLUSION that the proposed use DOES
satisfy the second general requirement listed in the Ordinance; namely that the use meets all
required conditions and specifications. In support of this conclusion, the Commissioners make the
following FINDINGS OF FACT:
A Community boating facilities are permitted by special use permit in the R-20
Residential District. The site is zoned R-20.
B. The right to use the facility will be conferred by an access easement appurtenant to
each lot of the residential development. (NOTE: Approval of a preliminary plan
for a ten (10) subdivision adjacent to the facility is pending-three of the lots have
already been recorded.
C. Instead of providing a separate off-street parking lot, the applicant proposes that
parking be provided at each individual residence. A total of ten parking spaces is
required.
D. A CAMA permit will not be issued for construction if it is determined that the
project will have significant impacts on water quality, shellfish grounds or
conservation resources. The adjacent waters are classified SA z?d3Jasent,shg1lfish
U
grounds are closed.
?Fll n
E. Commercial activities are prohibited. None is proposed. i
F. The total number of slips planned equals the number of reside '- 40ts to b ?,r
served. (10) .1 v?? 1 8 1197
G=v 18tU?,l ?Dr
COAS; AL MANAOCldiENT
4. It is the County Commissioners' CONCLUSION that the proposed use DOES
satisfy the third general requirement listed in the Ordinance; namely that the use will not substan-
tially injure the value of adjoining or abutting property, or that the use is a public necessity. In
support of this conclusion, the Commissioners make the following FINDINGS OF FACT:
A. The provision of private boat slips for residential lots typically complements land
values instead of diminishing them.
B. Similar facilities are not located nearby, but are commonplace along the waterway.
5. It is the County Commissioners' CONCLUSION that the proposed use DOES.
satisfy the fourth general requirement listed in the Ordinance; namely. that the location and
character of the use if developed according to the plan as submitted and approved will be in
harmony with the area in which it is to be located and in general conformity with the plan of
development for New Hanover County. In support of this conclusion, the Commissioners make
the following FINDINGS OF FACT:
A. The Land Use Plan prohibits general development in conservation resources areas
such as salt marshes. However, the Plan encourages water dependent uses,
including piers, ramps, and boating access provided important natural resources
are not severely impacted.
B. The establishment of these types of facilities is common all along the Intracoastal
Waterway.
6. Therefore, because the County Commissioners conclude that all of the general and
specific conditions precedent to the issuance of a SPECIAL USE PERMIT HAVE been satisfied,
IT IS ORDERED that-the application for the issuance of a SPECIAL USE PERMIT BE
GRANTED, subject to the following conditions:
A That the applicant shall fully comply with all of the specific requirements stated in
the Ordinance for the proposed use, as well as any additional conditions hereinafter
stated.
B. If any of the conditions imposed by this special use permit shall be held invalid
beyond the authority of this Board of Commissioners by a court of competent
jurisdiction; then this permit shall become void and of no effect.
C. Other:
1) - All other applicable federal, state and local laws.
2) Off street parking will be allowed on each individual lot.
Ordered this the 2nd day of June, 1997.
Attest:
Cl rk to the Board
Robert G. Gr an
J
JUN 18 '1997
DiVISION OF
COASTAL IAA14ACElJEN T
State of North Carolina
Department of Environment,
Health and Natural Resour
1?.
Wilmington Regional Office
Division of Coastal Manage entj 4?.` N
James B. Hunt, Jr., Governor BY:
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
June 23, 1997
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
K4J Rej
?EHNR
Mr. A. Preston Howard, P.E., Director
Division of Water Quality
John R. Parker
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Landfall Associates (Horseshoe Island)

End of Pembroke Jones Dr in the Landfall S/D, adj to the AIWW, in
Wilmington, in ew Hanover County
Proposed Project: The development of a subdivision consisting of 10 single-family residential lots
on a 23 acre tract within the existing Landfall development. The proposal
includes a community pier and docking facility consisting of 10 boat slips.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by July 14, 1997. If you have any. questions regarding the proposed project, please contact E. F.
Brooks at extension 247. When appropriate, in-depth comments with supporting data is requested.
REPLY: -has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.

SIGNED t- DATE ?T`y I G ?7
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] * Fax [phone]
An Equal Opportunity Affirmative Action Employer