20041561 Ver 1_Complete File_20040922

MEMORANDUM
TO: John Dorney Regional Contact: ISteenhuis
Non-Discharge Branch WO Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name ,john's Creek South Subdivision c/o David Greer County New Hanover
Project Number 04 1561 County2
Recvd From DCM Region Wilmington
Received Date 9/22/04 Recvd By Region
Project Type
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F_ ? ? Y 0 IV ???I -I -I -
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? O Y Q N
Is Mitigation required? Q Y Q N Recommendation: Q Issue Q Issue/COnd 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office
Central Office Page Number 1
Facility Name John's Creek South Subdivision c/o David Greer County New Hanover
Project Number 04 1561 Regional Contact: J.Steenhuis
Date:
Comments (continued from page 1):
>n
cc: Regional Office
Central Office Page Number 2
1 t
RCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
Express Permit
September 20, 2004 -
MEMORANDUM: F_XP 0 h w 5 61
TO: John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
,
FROM: '
r '
SUBJECT
A6plicant:
I
Project Location:
Jason Dail
Major Express Permits Processing Coordinator
1111 LANDS / 401 Gj'oUp
SEE 22 2004
WATER QUALITySE(,rr<0
N
CAMA/DREDGE & FILL Permit Application Review
David Greer for John's Creek South Subdivision
7505 Myrtle Grove Road, adjacent to the AIWW and Myrtle Grove Sound,
Wilmington, New Hanover County.
Proposed Project: Proposes to subdivide the 9.24 acre tract into 13 lots and install a 970' to 1g by 20'
wide access road and cul-de-sac; And to fill a 45' x 320' area along the eastern
portion of the property (lots 11, 12 and 13); and retain the fill with a wooden
retaining wall.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 12, 2004 If you have any questions regarding the proposed project, please contact Jason
Dail at [phone]. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
EXP 04-1561
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: David Greer PROJECT NAME: John's Creek South Subdivision
2. LOCATION OF PROJECT SITE: The project is located at 7505 Myrtle Grove Road, adjacent to the Atlantic
Intracoastal Waterway and Myrtle Grove Sound, in Wilmington, New Hanover Co.
Photo Index - 2000: 21-261 G-0, 13-15 1995: 21-243 F-0, 10,11 1989: 4-178-16 A-F, 4,5
State Plane Coordinates - X: 712048 Y: 38879 GPS - 0-021119A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2/11/2004, 6/13/2004
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 2/5/2004, completed on 9/17/04
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover Co.
Land Classification From LUP - Conservation/Resource Protection
(B) AEC(s) Involved: ES, OR
Water Dependent: No
(D) Intended Use: Private Residential Subdivision
(E) Wastewater Treatment: Existing - None Planned: Municipal sewer
(F) Type of Structures:
Existing - Retention pond, access road and cul-de-sac
Planned - Install a 970' x 25'driveway and cul-de-sac, fill a 45' x 320'section along the eastern
portion of the property landward of the proposed retaining wall.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
nDDTI!'_rn nrr r rr?

(A) Vegetated Wetlands i ?a.i.La? V 111L'1\
(B) Non-Vegetated Wetlands (Open water)
(C) Other - Highground 64,468 sq. ft.
(including road const. and uplands fill) disturbed
(D) Total Area Disturbed: 64,469 sq. ft. (1.48 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-ORW Open: Yes
8. PROJECT SUMMARY: The applicant is proposing to subdivide the 9.24 acre tract into thirteen (13) lots and
install a 970' long by 20' wide access road and cul-de-sac. In addition, the applicant is also proposing to fill a 45' x
320' area along the eastern portion of the property (lots 11, 12 and 13) and retain the fill with a wooden retaining
wall.
Mr. Greer
Page Two
9. PROJECT DESCRIPTION
Southern Environmental Group Inc. on behalf of David Greer, has requested that the attached application be
processed under the Express Permit Review Pilot Program.
The physical address of the project site is 7505 Myrtle Grove Road, adjacent to the Atlantic Intracoastal Waterway
(AIWW) and Myrtle Grove Sound, in Wilmington, New Hanover Co. To find the property, take College road south
from Wilmington towards Carolina Beach. Turn left onto Piner road at the intersection of S. College Road and NC
Hwy 421, and follow until the road dead ends. Turn right onto Myrtle Grove road and the property will be located
on the left hand side approximately four to five miles.
The subject property is approximately 9.24 acres with roughly 320' of shoreline along Myrtle Grove Sound (the
eastern property line). There is an existing, unfinished, driveway, cul-de-sac and stormwater collection pond
located on the property. Elevation at the site averages approximately 3 to 26 feet above Mean High Water (MHW).
The applicant began construction of the access road, cul-de-sac and retention pond in September 2003. Soon after
initial construction, staff from the Division of Coastal Management (DCM) discovered that no permit had been
issued for work at the subject property. The applicant was issued a Notice of Violation (NOV) on 11/18/03, for
construction of a road, cul-de-sac and retention pond two of which (road and cul-de-sac), are partially located
within the 575' Area of Environmental Concern (AEC). At that time, the applicant was required to stop work and
apply for a CAMA major permit.
Vegetation associated with the high ground portion of the property, consists primarily of Live Oaks, Long Leaf
Pines, Sweet Gums, Cedars, Magnolias and Red Maples. Understory vegetation includes Wax Myrtles, Yaupons,
and Red Bays. Transitional species, including: Sea Oxeye (Borrichia fr-citescens), Saw Grass (Cladium jamaicense)
Fragmites spp. and Grounsel-bush (Baccharus halindfolia) are located along the upper edge of the coastal
wetlands. High coastal marsh vegetation, including, Black Needle Rush (Juncus roemarianus), Spike Grass
(Distichlis spicata), Sea Lavender (Limonium, spp.), and Salt Meadow Grass (Spartina patens) complete the
transition to the waters edge where Smooth Cordgrass Marsh (Spartina alterniflora) is the predominant species.
There is a strip of Section 404 wetlands located along the eastern edge of the property between the coastal marsh
and the wooded high ground. A Section of 404 delineation has been completed and approved by the U.S. Army
Corp of Engineers (COE).
The waters of the AIWW, adjacent to the project site, are classified as SA-ORW by the North Carolina Division of
Water Quality. They are designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries,
and they are OPEN to the harvest of shellfish.
PROPOSED PROJECT
The applicant is proposing to subdivide the 9.24 acre tract into thirteen (13) lots and install a 970' long private road
and dul-de-sac. Additionally, the applicant is proposing to backfill a 45' x 320' section of high ground along the
eastern edge of the property (along lots 11,12 and 13). A retaining wall would be installed on the landward side of
the "404" wetlands line to provide shoreline stabilization. As proposed, the asphalt road would enter the property
from Myrtle Grove Road and would continue in an easterly direction before terminating in a turn around cul-de-sac
located at the western edges of lots 11, 12 and 13. The private road would be located within a 25' right-of-way and
would consist of 20' paved asphalt travel lanes with 2' concrete borders on each side.
Mr. Greer
Page Three
In addition to the road, the applicant is proposing to raise the elevation of the property along the central and eastern
sections of lots 11, 12 and 13. As proposed, the applicant would fill the central portions of lots 11, 12 and 13 to an
elevation of 11 feet above NHW. The elevation would begin to taper off towards the east. The remaining fill would
gently slope down towards the bulkhead at a 3:1 slope.
10. ANTICIPATED IMPACTS
The initial grading and filling would result in the disturbance of approximately 1.48 acres (64,468 sq. ft.) of high
ground. Total impervious surface coverage within the 575' Estuarine Shoreline AEC would be 23.85%. The
applicant has received a State Stormwater Permit #SW8021109, from the Division of Water Quality for the
proposed upland development. The applicant has also received an approved Sedimentation and Erosion Control
Plan (SECP) from New Hanover County (under GP-5302).
Submitted by: Jason Dail Date: 9/17/2004 Office: Wilmington
Form DCM-MP-1
APPLICATION*
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name David Greer
Address 133 Gazebo Court
City Wilmington State NC
Zip 28409 Day Phone
Fax
b. Authorized Agent:
Name Southern Env. Group, Inc.
Address 3973 B Market Street
City Wilmington
State NC
Zip 28403 Day Phone [phone]
Fax [phone]
c. Project name (if any) John's Creek South
!MOTE Permit %Q be i++yrd in now of larAm serf+), odor
project Rome.
2. LOCATION OF PROPOSED
PROJECT
a. County New Hanover
RevW 03M
b. Cittyy, town, community or landmark
Wilmington
c. Street address or secondary road number
7505 Mvrtle Grove Road
d. Is proposed work within citylimits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) AIWW
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, tsarina, bulkhead, pier, and
excavation and/or filling activities.
Filling uplands for building lots.
Bulkhead in the upland area.
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? Nvate.
d. 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. Residential subdivision.
Normal construction methods will be used.
Sedimentation controls will be in place.

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 9.24 acres
b. Size of individual lot(s) 5,000 sq. ft. - 65,000 sq.ft.
c. Approximate elevation of tract above MHW or
NWL 3ft - 26ft
m. Describe existing wastewater treatment facilities.
None.
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
surface runoff and runoff to the
sedimentation basin.
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
Dorovan muck and Lakeland and Bavmeade sands N/A.
e. Vegetation on tract Pines, hardwoods, ferns,
grasses, and vines.
f. Man-made features now on tract graded dirt road,
spoil piles, and asedimentation pond.
g. What is the CAMA Land Use Plan land
classification of the site? (Cm amu Ae loeaJ !md use plai.)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Sinqle-family R-15
ii. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attack zm-g -mph-- am fi-te, trapplicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom? N/A
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 _No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? Yes.
(Attach d---mtatioe, !V-uUabk)
Reed llM
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat ('including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 IR" by I1" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue4ine
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 1?t iliar with the area to the
lJ
7 2004
___
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 Carlton Maultsby
Address 149 Darby Street, Wilmington, NC 28409
Phone
Name
Address
Phone
William and Linda Jones
7504 Lee Parker Drive, Fayetteville, NC 28303
Name Patrick Kohne
Address 2614 Edgewater Drive, Fayetteville, NC 28303
Phone
® A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Stormwater Permit #SW8021109
Sedimentation Control Permit #GP53-02
NWP 18 ID#
• 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 Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 63195
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
aP111ication will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I finther certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 16 day of March X004
Print Name James Taylor
Signature
ar Au&oriW Agm
Please indicate attachments pertaining to your proposed
project.
- DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP4 Structures Information
_ DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development
NOTE: Pkase sign and date each attachment to the
space provided at the bottom of each form.
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
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.
a. Type and number of buildings, facilities, units or
structures proposed 13 houses and a road.
b. Number of lots or parcels 133
c. Density (give the number of residential units and the
units per acre) 13 units and approximately 2 units
per acre.
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 1.48 acres
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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted November, 2002
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt.
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 23.85%
Revised 03/95
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
County Sewer.
j. Have the facilities described
received state or local approval?
(Arwdt appropriate dommenwdon)
in Item i. above
Yes.
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
Surface runoff.
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public system.
m. Will water be impounded?
If yes, how many acres? _
Yes X No
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? NIA.
John's Creek South
Recommendations for State Permit - David Greer, John's Creek South
It is recommended that a permit be issued subject to the following conditions:
In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters.
Appropriate sedimentation and erosion control devices, measures or structures must be implemented to ensure
that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence, diversion
swales or berms, etc.).
• A ground cover sufficient to restrain erosion shall be provided within the shorter of 15 working or 30 calendar
days of completion of any phase of grading on cut or filled slopes.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, ap rovals or
authorizations that may be required. p
NOTE; Future development of the pennittee's property
representative of the Division at [phone] prior to he comet nc moentf any suchlac iivity for hisact a
determination. The permittee is further advised that many non-water dependent activities are not authorized within
30 feet of the normal high water level.
NOTE; The permittee and/or his contractor is urged to meet with a representative of he Division prior to project
initiation.
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WETLANDS SURVEY
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JOHNS CREEK RD
Do 3D57, P9 420 I This certifies that this
Site*
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Manual, as determined by
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date. Unless there is a
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published regulations
this
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LINE TABLE
LINE DIRECTION LENGTH
L1 S 53'58'02" W 7.67'
L2 S 53'58'02" W 42.12'
L3 S 47'37'03" W 35.80'
L4 S 41'52'03" W 34.67'
L5 S 34'49'35" W 30.73'
L6 S 24'55'58" W 41.17'
L7 S 26'11'22" W 56.55'
1-8 S 25'07'27" W 33.62'
L9 S 29'56'14" W 37.49'
L10 S 41'40'27" W 53.78'
W 41 W W . (D
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rSURVEY R:
Scale: 1"=100'
I
avid Gree r Construction, Inc. ,
7505 & 7513 Myrtle Grove Road 100 50 0 10o
Federal Point Township, New Haonver Co., NC Survey Reference:
Deed Book 3057. Page AM &
Deed Book 3181. Page M &
I, Paul D. Talbot, do certify that this actual survey and
map was performed and drawn under' my supervision in
accordance with "The Standards of Practice for Land
Surveying in North Carolina" witness my original
signature, nse number and s I this 4th day of
March 20
Po D. Talbot, P.L.S. L-4099
Project #: 0319 Map Name: Xwetlands.dwa Drafter: P.D.T.
Paul D. Talbot, P.L.S a
16747 U.S. Hwy 17, Suite 108 1 Pf
Hampstead, North Carolina 28443
Phone: [phone] r
, h REVISIONS
~ `3 1 pa{e Description By
NOTES: ;~~d~, r ~r:'~ NOTES: 1 , 1 CAMA LINE JLR
' ' 1. ALL WATERMAIN CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS WITH THE LEGEND 7 0 LOCATION 2 EVI ED PROP. JLR
1 `""°`"0k ~ ~ ~ t 1) ALL STREETS SHALL BE PRIVATE. CITY OF WILMINGTON TECHNICAL STANDARDS AND SPECIFlCATIONS MANUAL. - - - -~2- - - - EXISTING CONTOUR 16 OND SHAPE
n ~ 2 STREET RIGHTS-OF-WAY, 45 FEET UNLESS 5 7 ) • s.s3 LINE TABLE R DED BULKH JLR Ec EXISTING SPOT ELEVATION 10
=~~""'"}`k' : OTHERWISE NOTED. I MINGTON CROSS CONNECTION 2. PROJECT SHALL COMPLY WITH CITY OF W L ~ y,rr~~, y 3 TOTAL NUMBER OF LOTS: 13 PROPOSED SPOT ELEVATION UNE BEARING LENGTH 4 ElID MEAN JLR
) CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL old iowm~ o Ra ~ l,,yte, ~ 4) TOTAL ACRES IN TRACT: 9.24 L1 N41'21'32"E 53.78 23 DED OASTAL JLR
~ REQUIREMENTS ARE MET. CALL 910-343-3910 FOR MORE INFORMATION. o` ~ 5) WATER PROVIDED BY CITY OF WILMINGTON. DROP INLET w/INLET PROTECTION LZ N29'37'19"E 37.49 O1
~ ~ca9 ~ ~y 6) SEPTIC TANKS WITH APPROVAL BY NEW HANOVER 3. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY / j6 , STORMWATER RUNOFF DIRECTION ~ N24'48'32"E 33.62 L4 N25'52'27"E 56.55
I ~w,,~ COUNTY HEALTH DEPARTMENT. IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) CONCRETE AREA L5 N24'37'03"E 41.17
7) DRY SEWER TO BE INSTALLED FOR FUTURE `NEW 1 ~~1 ~J R CONNECTION. BACKFLOW PREVENTION DEVICE ON THE DEVELOPERS SIDE OF THE WATER METER BOX. HANOVER COUNTY SANITARY SEWE
I ;I~ 8) AVERAGE LOT SIZE: 15,000 SQUARE FEET. 4. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE CITY~S ~ LIMITS OF DISTURBANCE L6 N34'30'40"E 30.73 L7 N41'33'08"E 34.67
D 2 ~ 'I 9 MINIMUM BUILDING SETBACKS: 25 FEET FRONT; 10 2. , .~.1~. ) CROSS CONNECTION CONTROL REGULATIONS. CALL 910-343-3910 FOR INFORMATION. TSF _ TEMPORARY SILT FENCE L8 N47'18'OB"E 35.80
M': - ! FEET SIDE; 20 FEET REAR. enddlchapel~ ~ ~ _ . X X L9 N53'39'07"E 42.12
„ cd - 10) DRAINAGE TO BE INSTALLED PER NEW HANOVER 5. ESTIMATED USAGE ARE AS FOLLOWS: W "404" WETLANDS L10 N53'39'07"E 7.65
COUNTY AND DWQ SPECIFICATIONS. ~ WATER: 5,200 GPD SEWER: GPD ~Y W W W
,c j- ~ 11) THESE PARCELS ARE LOCATED IN ZONE R-15. NO PUBLIC SEWER INITIALLY, ''~'J h , 42 12) DRIVEWAY PERMITS ARE SUBJECT TO NCDOT
r soma " DRY SEWER PROPOSAL- SEE NOTE 7 REGULATIONS.
CINITY MAP (N.T.S.) 13) PUBLIC EASEMENT TO BE GRANTED TO CITY OF 6. DRAINAGE FROM LOTS INCLUDING ROOF DRAINAGE TO BE DIRECTED TO STORMWATER SYSTEM. YI.
WILMINGTON FOR MAINTENANCE OF WATER MAIN AND
RELATED APPURTENANCES.
SITE DATA
TOTAL AREA 9.24 ACRES ZONING R-15
ASPHALT ROAD AkEA 22,979 SF
DISTURBED AREA ENTIRE SITE) 6.33 ACRES w
PERMITTED IMPERIOUS AREAS AS PER NCDENR SWB 021109 ~
STREETS 24,480 SF Q'i
a ALLOWABLE BUA 5,500 SF H
z z
0
U
8' GATE . O
VE zN
- - U
6' GATE VALVE _ - - - - - ~ ~
~ EXISTING 6'W A o x EXISTING 6 W
~Obn 8 CT~C Road ~ CONC. MON. _ _ _ - - - - - - - - - - - x H
- - - - q1 R/W Varies (Private) w x
,O ~ / q~ - 0 ~ w
~ +b ~ I I z i w`z
N ~ ~ V w
2 _
z w
Lot 1 z Z
i tt J Y1S f'ee bMPOUhP~S ~j
ti ~ a 1 A
o1nY1 1. f~~IF Qou ~ S - - - - - ~ w
/y~• " Y'~ ~ Lot 6 Lot 7 Lot 8 Lot 9 9 Lot 10 U! M e W
+ Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 .0~ 1 ~ Lot 14 I-j ~~yy ~
~ ~ Johns Creek FEy W
b: ~ . • ^ Lot „ 0 8" GATE VALVE ~ on 7'd~-o y W r74 ~ 575 AEC ti ~ r E~ 0
a; Subdivision Q 2 12 CORRUGATED PERF RATED ,~I 8' SLAW-OFF AL WETUWD UNE 100 YEAR
N,-v PLASTIC PIPE WfTH 2x2 STONE 12' F.E.S. S 84 42 54 E Q'i l . ~ 24.99' FL000 UNE 15' Communit Easement
~a~ TRENCH WITH FABRIC CLEAN INV. 15.0 N ~ ~ ~ Y - ?0 te.s7 > > J S ~ ~ ~ -3'- S >r MEAN HIGH WATER UNE AS
,p ~ ~ ~ • zz ~ 2 ~ . a.e ~.6~ , . / ~ i , •.._22. - ~ ' 3' e 79 0 Control ~ ~ ~ ~ o - . 99 ~ 844011 E 99.97 qP ~a , ~ -23 4 39`32 ~ ~ • ~ r- i .71' tal I STAKED BY CAMA OFFlCE 3~ 79. ~ ~ _ ~ ~ ~ . ~
APPROXIMATE LOCATION l Com ® 84 21 E ~8.9 ~ ~ S 8/37 50" 2 .52=- r ,r ~ ~ / \ ~ 1.56 \ \ \ 1 PED EAS / / w \ ~ \ unLTY / y ~ ~ ~ ~ y y
IXISTING 8" WATER `~1 ~ ~ / / , -24 - ~ ~ \ ~ _ , ~ / / ~ VEGET E ' ~ 2 DRAINAGE ~ MSS ~ ~ ~ ~ ,22' CITY OF WILMINGTON) ~ ~ ~ r / ~ ~ ~ ~ /
( ~j 1a q,IENT _ 0 / DISTURBANC ~ ~ ~ / J ~ 11'53 23
PI ~ IrWN IN ~ ~ ~ PINE / \ ~ o~ S 7 F 8 8 r^ ~ ~^y / ~ 1z ,258 S / / ~ ~ ~.Q ~I ~ ~ ~ . z1.a / 8 10 a ~ / , I / / ~ 91.53
cv ~ TNdE C'7 1 I ~ .4 \ I / / / ,s ~ 15,212 1 - - - / 1r . ~ ® ~ . I ` PINE ~ ~ ~ ~ \ ~ ~ \ / ouc~ 19987 SF ~ `~,1 u• / ~L ~ / ~ ~ ~ ~ ~ W W ~ '12. . I ~ 0 ~ ~ . .4 • ONf~ oAK~ ~ ~ / / I
o~ e• / Il/ 1 I S \ a>IC 12• 9 8 2 ' 4 . \ ~r ~ ~ 2 ~ 1~ ~ ~Q
EXISTING EOP o p ~ ~ 1z 5` 1 ~ C~ ~ BAI( I I PINE \ ~ ~Z1 1 795 S 2 I ~ ~ ,5
~ ~ /16 0 F \ N ~ ~ / ~ 151 SF 1 ' I ,e.~ N 15,09 , ~ PINc 15, SF ~ 5,175 ~rC~ ,5 ~ C 19• \ \ N~N ` ~ PIN /12' 1 " 1 2 Q I r ~ lads 1 N , 2• NAK ~ n I ~ • .6B ~ ~ `V I ~ PIN '
PINE 15396 s~ 1 ~ P I ~ . ` e ~ ~ ~ 1 FH / ~ 1 1 I (P 15.71 C7 PIN ~ `~10 ~ ff E I , .91 ~ ) e'~ z ~ --x-22. 21~ s ~ C I I 1 r ¦ o 8~ ~ ~ S 171759 E ~
(1) 8x8 TAPPING SLEEV \ ASSEMBLY ~ 1, ~ m ~ PINh_ 0 ~ I AK I~ a \ ~ C7 (1) B TAPPING VALVE ~ ry / (1) ` ~ / / ~ \ 1C ' ~ ~ \ I 19.08' w / / \ • 3.12
~ ~ / / . ,s.~ASSEM L \ ~ I ,~r 14 ~ . . ( / ~ ~ \ / \ 14 ~ OAK v 14'®1 Q ~ ' 12' 22' ~
I I ~ C7\ 1d• \ ~ PME / 25.32 PINE VI ® I 2 PI \ ~ ~ ~ PINE 15 F.E.S ~ o \ L ~ ~ _ 2 .56 ~ AISS, g ~ 1) - Exis ~ i ~ ~ --t ~o• n D Drive ~ \ ~ 8 OAK C7 \I'. ,,~,~JQ 1Q•~ ~L ~L ~ ~L
P P_-• ~ 1~ ouc ~ / /~SSE Y ~ 1 t7 17 1B 14 ^ ~ oa~ / 8 ~ ~
~ 9~ , % nx ~ 1 s ~ ~ SMH ~ ~ ~ I ) . _ - - .5 I • l ~ I ~ ~ - r,
~ - ~ ~ - - MATCH EXISTING • e% s5Y /
GRADE 24.01 ~ ~ 2• EAWAY V -45 f ~ ~ 1g 6 6ucS ~ 1 / / / / 2.33 ac.t ~r 8 aS ~ ~ p ~ ~ s 047 53 ~ .
i, OPENIN 50' TEMPORARY " ~ ~ ~ ~ ~ ~ i ~ ~ 102.33 U
CONSTRUCTION p 10' ' ~ ~ ' ' ~ o / / / I I •3.54 ~ o '0 2 / / `t' y y `1' / r3.lo L ~Y ~ o C4
ENTRANCE X X ) . 24.2 / ' ~ ' 16 / ~ ~ H ~ .I./ / / ~ ~ ~ .--I CD
~ ,o•o~- N 84'23 05 W~4 .10 \ \ P ~ N 25 50 . zo.n MH • zags ~ z1.u ~ / N-1 ~ \ l I. N0.2 ~ 15 F.E.S. w ~ , to ~ ~ y ? ~ 1 .0 / / ~ _.-.yMIT3~ F.L ~Y ~L ~ 9v ' ~v ~ 4 ~ lC1 ci Q ~51 ~ .3.19 ~ V L ..113.75 1 ~ 1• DISTURB~ICE ~ ~ °A",3• Q l l d
~ ( ~ • 19.79 ti 9 ~ ~ / ~zo ~2 ~ r \ \ M 18.5 \ \ 2z• f 5'x10'xi2' E.D. ~ ~ 9 TST 1 0 D.1. N0.1 ~ ~ PINE ~ ?0 3:1 GRASS ~ ~ MITS OF ~F ~ INN. 14.0 \ \ ~j 17 ~ / / \ °4K ~ . ~Y ~Y ~Y o. ~L ~L ~ ~L ~ •lr Z ~ t'0 z
~ RIM 17.0 DISTURBANCE ~ \ \ \ INV. 14.0 ~ / 59,x'48 ~r ~ _ I . 1 5 / I ~ oAK ~ I \ ~ OJ ~
~ ~ 18 CPP WITH \ \ \ \ / 12 F.E.S. re uted owner 450x15'x3' STONE reputed owner \ \ \ ,~j/ / x 8 I /avc J% ~ ~ ~ y ~ ~ ~ ~ y 4.s4 ~ ~ ~Y w ZO• ~ ~ I 1.19rl Z ~ ~ I I - •
INV. 14.5 Albert & Sharon Smith Gayle & Mary Batton \ \?O ~ ~ / / ~ I TRENCH (SEE DETAIL) D.B. 1184, P .0413 ro / / ~P I . ~ S 18'5415 E i y ~ ~ y I ~ ~ ~ y ~ ~ o ~ w I 9. W I ~ ~ ~ 55.52 ~
D.B. 0938, Pg. 0149 9 ~j ~12 ~ auc oAx ~ I ~ a I / ~.~I t~~.1(101 ~ a
0 3 Fi F OPl(5 I 13• U •rl
TSF TSF to' 10• 33.61' J PINE ~ ~ I~E~ ~ 1..~ ~~4 a ~ ~ . . ~ . ~ 3.03 • ^ Fi O
- - - - - - - - - - - - - - qp~ / N 84'24 25 x,79:9 I 4 25 W 2 .54 NIP T ~,1 a ~'w,E ~ 2 0 / / • 7.J8 ~ ~ • 4.75 VJ rl ~ Y`1
PROPOSED PON TO MNNTAIN A 50' 20 > jai p 1 i / • p(~t 78,E ~ •1 9 0 6i a • 3.03 r-I rii f~ ~ 2 ,a ~ ~ ~ v. ~ too 10o YEAR E"'+ d' a w
PARATION FRO EXISTING WELL SE • 2.78 ETATED FlL Opp UNE
E ret Point Q
Subdivision CONTRACTOR TO PROVIDE TOR TO PROVIDE POSITIVE reputed owner N
Ref. M.B. 13, Pq. 36 FROM INFlLTRATION POND AREA WRHOIJT CROSSING FILTRATION POND TOW D Charlton do Sharon Maultsby fliOlJT CROSSING D.B. 1139, Pg. 0155 ~ ;
IJNE ~1 ~A r' f
Lot 3 Lot 5 Lot 7 Lot 9 Lot 11 Lot 13 Lot 1 Lot 13 ~ ~ ti
\\1111 111 I 11111/ JJ/'
~ ~ ."c i

SEAL =
- - 17374
~ • y A•
et Point Road ~ % ~REG4R
~ d~ (7-
t, ~ DATE 08-27-03 Q- ~ I,
J r' _ DESIGN PGT
/.C~ 0~~` DRAWN JLR
,~I , P

Cjv
SITE PLAN
1" - 60'
0 30 60 120 180
SHEET 1 OF 3
02081