20031525 Ver 1_COMPLETE FILE_20030124

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Wheel Estates, Inc.
Project Number 03 1525
Recvd From APP
Received Date 12/4/03 Recvd By Region
Project Type to construct suitable driveway to access property
County New Hanover
County2
Region Wilmington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ifa++tii+,,wi,
F 18 HNVF O Y O N F__18-87-(23.5 SA HQw 30,624. 0.03 F_ I I -
F__F_ oY ON F_F_F__F__F_1__F_ F-11
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y @N
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue @ Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objection to this project as proposed provided that all of the conditions of General
Water Quaility Certification #3402 and the additional conditions listed in the written 401 WQC are
met,
cc: Regional Office
Central Office Page Number 1
Triage Check List
Date:. l a/ ? X03
To: ? ARO
? FRO
? MRO
? RRO
Project Name: W Ka-QL f'S?'.? l"`?-' L°' ?+ 310
DWQ#: 03 - l 59-6
County:
Mike Parker
Ken Averitte
Alan Johnson
Steve Mitchell
From:
?' WaRO T e
WiRO oelle Lutheran
? WSRO Daryl amb
Telephone : (919) X33
The file attached is being forwarded to dour for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
[] Minimization/avoidance issues
El Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
?. Are the stream and or wetland mitigation sites available and viable?
Check drawings for accuracy
? Is the application consistent with pre-application meetings?
9Cumulative impact concern
Comments:
Ya4a 5WfV?, AC-
&UWW Mrnenhd Vonau& II&
At Cf? ? 2522
9(V"&n, A" Vatdiw 28402
Td. 990-452-000Y
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John Dorney
Division of Water Quality ;
Wetlands/401 Unit L:
1650 Mail Service CeP-terNa
Raleigh, N.C. 27699-V,?_
WATER QUALITy SECTION
Re: Nationwide 18 Permit/401 Certification request, Wheel Estates, Inc., Lots 9 & 10
Towles Road, New Hanover County
Dear John,
I have enclosed seven (7) sets of the application materials for a Nationwide 18 Permit and
401 Certification to authorize a driveway entrance to the interior of lots 9 and 10 on
Towles Road. I met with Jim Gregson of DCM and we marked the upper extent of their
Coastal Wetland AEC with pin flags. Our planned driveway alignment remains outside of
that area. The driving surface for the driveway has been reduced to a 12' width based on
consultation with the Corps of Engineers. The resulting footprint of the 404 wetland fill
area is now 1096 square feet (0.025 acre). We have also identified two wetland creation
areas on site that will provide a total of 1137 square feet of mitigation (>1:1). The
mitigation areas will be graded down to the elevation of the neighboring wetlands and
planted with Eleocharis spp, Iva frutescens, Cyperus spp and other wetland species found
in the area. These plants in the adjacent wetlands will be transplanted into the re-graded
areas on a 2' average spacing. An as-built report will be prepared and submitted to the
Corps to document the wetland creation areas and monitoring/reporting will be
performed on an annual basis for two years thereafter. Please contact me with any
questions that you may have regarding the proposed activity. Thank you for your
assistance.
Sincerely,
Steve Morrison
Environmental Consultant

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WETI.ANDS/ 401 GROUP
I DEC 0 4 2003
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Office Use Only: x 1?ormVersion April 2001
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USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing

1. Check all of the approval(s) requested-for-tliis-project-----
[' Section 404 Permit
? ection 10 Permit
?01 Water Quality Certification
? Riparian or Watershed Buffer Rules
WETLANDS/ 401 GROUP
DEC 0 4 2003
WATER QUALITY SECTION
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 18 Permit
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - IvEtigation), check here: ?
H. Applicant Information
Owner/Applicant Information
Name: Wheel Estates. Inc.
Mailing Address: c/o Billy Towles
6301 Towles Road
Wilmington N.C. 28409
Telephone Number: 910-350-0002 Fax Number: N/A
E-mail Address: N/A
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Steve Morrison
Company Affiliation: Land Management Group Inc.
Mailing Address: P.O. Box 2522
Wilmin,qton N.C. 28402
Telephone Number: 910-452-0001 Fax Number: 910-452-0060
E-mail Address: smorrisonnlmgroup net
n_ __ 11 _r I I
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project:
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PN: 3156001010
4. Location
County: New Hanover Nearest Town: Wilmington
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Oleander Dr. (Hwy 74/76)
turn south on Greenville Loop Road turn left on to Towles Road lots are last two on right
before marsh area.
5. Site coordinates, if available (UTM or Lat/Long): 34.1996 N, 77.8293W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Residential lots currently undeveloped
7. Property size (acres): -1.5 acres total
8. Nearest body of water (stream/river/sound/ocean/lake): Greenville Sound
9. River Basin: Cape Fear River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://li2o.enr.state.ne.us/admin/mans/.)
10. Describe the purpose of the proposed work: To construct suitable driveway to upland lot
interior
n-- A -C I I
List the type of equipment to be used to construct the project Dozer Backhoe Dump Truck
11. Describe the land use in the vicinity of this project: Single family residential
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Jurisdictional Determination Action ID Number 200300853, 5/31/03; Nationwide 14 Permit. No
Action ID Number Available 1992, 401 Certification for Nationwide 14 Permit DEM Project #
92405, 9/17/92.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: No
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Single impact site Driveway fill 0.025 yes -200' Headwaters flat

n--.. c..r 17
# List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains arc identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httr.://viN w. Tema. eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/salthvatcr marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: -1.0 acre
Total area of wetland impact proposed: 0.025 acre
2. Stream Impacts, including all intermittent and perennial streams N/A
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Percmiial or
Intermittent?
(pleasespecify)
N/A N/A N/A N/A N/A N/A

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net losstgain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no naive, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
,
s:ov. Several intemet sites also allow direct download and printing of USGS maps (e.g., w1rw.t0p07ene.c0n1
Nvwkv.mapquest.cnni, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S. N/A
Open Water Impact Area of
Name
Wate Type of Waterbody
Site Number Type of Impact* Impact plicabllee)
(if
applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
N/A N/A N/A N/A N/A

rl.- -.. If ..r 11)
* T i?t egrh imnmi-t cennrntely and identify temnorarv itnnacts. Imnacts include. but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
In order to provide a stable and safer lot entry while avoiding impacts to the Coastal Wetland
AEC, the driveway crossing is proposed as shown. The crossing is located beyond the limits of
the flagged AEC as delineated by DClyf. The proposed entry site allows an easier turning angle
off of Towles Road and a 12' wide usable driving surface. The former crossing, now bordered
with Coastal Wetland AEC has a marginal -9' surface and a perpendicular alignment with
Towles Road producing a sharp turn into the property. This condition may prove hazardous for
emergency vehicles and trucks delivering concrete and lumber to the future home construction
site The proposed driveway will feature vertical concrete retaining walls as it crosses the ditch
near Towles Road to help minimize the total fill footprint within this lower area. An 18"
reinforced concrete pipe will be aligned with the ditch location to prevent backup during storms
above this location. An 8" PVC pipe will be installed at the driveway midpoint to provide for an
outlet for sheetflowing water in that relatively flat location. Driveway width was reduced from
an original 20' planned surface width following consultation with the Corps. Prior to placement
of the driveway fill silt fencing will be installed outside the perimeter of the fill work area to
prevent sediment movement into the adjacent wetland. The silt fencing will remain in place until
stabilization of the driveway edges is accomplished with the planned concrete retaining walls
and riprap side slopes.
r,- 17 .,r 1
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.tis/newet]ands/strm,ide. html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
On site mitigation in the form of creation is proposed in two shown locations on the western
side of the property. The upland in these areas will be graded down to adjacent wetland
elevations and planted with Fleocharis y Iva f-utescerns Cyperus shp and other wetland
species found on the site These plants found in the adjacent wetlands will be transplanted
into the regraded areas on a 2' average spacing An as-built report will document the wetland
creation areas and monitoring will be performed on an annual basis for two years afterward
T1- -- 0 ..l I,)
with reports sent to the Corps Supplemental planting or site work will be performed as
needed to maintain an 80% plant survival rate.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http (rite.enr.st<?tc.nc.us/wrp/?ndes.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information: N/A
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
LX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No [?'
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SERA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
71..-_n _c 117
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No Rr If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
' Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260. N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing impervious area is limited to the narrow existing driveway and a small parking area
totaling -500 sf (0.01 acre) The proposed driveway will bring the total impervious surface up to
-0.035 acre The total property size is -1.5 acre. No formal stormwater controls are proposed in
association with the planned driveway.
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SCALE 1" = 2000'
Land Management Group, Inc. Nationwide #18 Permit Application
Environmental Consultant, USGS TOPOGRAPHIC Lots 9 & 10, Towles Road, Wilmington, NC
P.O. Box 2522 Applicant: Wheel Estates Inc.
Wilmington, NC 28402 MAP c/o Mr. Billy Towles
910-452-0001 Wrightsville Beach 6.5 ° Quad Location: New Hanover County, NC
LMG # 02-03-159
C:Iprofect fi1csVcwlesnw14

Date: 912003 Sheet of ?
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2000 1000 0 4000
SCALE 1" = 2000'
Land Uanagement Group, Inc.
Environmental Consultants
P.O. Box 2522 NRCS SOIL SURVEY
Wilmington, NC 28402 New Hanover County pg. 20
910-452-0001
LMG # 02-03-159
CAproject files1towlesnw14
Nationwide #18 Permit Application
Lots 9 & 10, Towles Road, Wilmington, NC
Applicant: Wheel Estates Inc.
c/o Mr. Billy Towles
Location: New Hanover County, NC
Date: 9/2003 Sheet Z of y
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NATIONWIDE 18 PERMIT
PATRICK
MOELLER 1096 S.F. FILL AREA
UCIER
66
44
LOT 1
D.B. 2690
PG. 7 TOTAL MITIGATION AREA =1137 S.F.
LOT 13R RONALD E. SAUCIER
D.B. 1776, PG. 866
LOT 2
CURVE DATA
& = 25'25'00"
R = 475.78'
T = 107.30'
L = 211.06'
- ?- ?-58?0'SI^E
105.29' _
COASTAL WETLAND Cs27E
1 '7
DELINEAT COASTAL WETLAND LINE s??;7e
EASEMENT (PUSUC) CONCRETE SURFACE
TOWLES ROAD (M.e.4o, PG. 245)
-CL (40' R/W)
ft NEW HANOVEit CCUNTY
UTIUTY RIGHT OF WAY
YAP BOCK 25, PAGE 125
MITIGA ION AREA 729 S.F.
WHEEL WHEEL
ESTATES, ESTATES, KENNETH
INC. INC. EASON
M.B. 38,
PG. 645 M.B. 38,
PG. 645 D.O. 1803
PG. 286
CONCRETE RE AINING WALL

7A
? SA RIPRAP SLOPE '
I
8' PVC PIPE
-- I 15' DRAINAGE EAScLE4T I .
0 I 0 I
TURTLE HALL HARBOUR SUBDIVISION
M.B. 29, PG. 14.5
0
ab AREA 3 I
0 try }
,h ® n
.( W _ I
-00 h 20,498: S.F.
. 'y U
G
UTURE HOME SITE ?= W
E A S, U N W ?*?
??YI WHEEL ESTATES
?I. I w <'I D.B.14s6, PG. 659
WHEEL
C. 376
a . .= ESTATES, W•
'5
INC. U. W z
m ®1 M.B. 34,
w - AREA L N? W PG. 375 !, I
15,385± S.F. YP
<re. W I AREA 21® 10 ®? ® W I 0'= P. K. NAIL
•••?® 7,539±- S.F. \ I U = UPLANDS
® I
W I W = 404 WETLANDS
CEO
W
U Notes:
29.55 W 90.45' 42.91' ®? :- 128.54' U ® m rc Concrete surface 12' wide x 16' east side, 18' west side
® 565.1 .04^E 5fi570'04'E
NEW HANObtfi COUNTY I Concrete retaining walls to extend 1' beyond concrete surfac
HAWKSBILL DRIVE PRIVATE PUMPING STATION - - -
- -r- 4W MAP BOOK 25. PAGE 126 18" RCP total length 24'
- - ? Marl driving surface 12' wide
2:1 fill/riprap slopes extend average of 5' from marl surface
Date : 05/07/03
?/¦ I 909 MARKET , NO Scale: 1"-60'
v v K 'MIMINCTCNTON NC 28403
[phone]
Drawn : JRM
DICKSON
Llugtaer - Planners' Sumvpm Atlrnta CA HIc y. NC Chk: DUE
Im,dSC6FArcfutxkt Charlotta NO R"ti NO
Cdumhla, x WVmingtm. NO Pro} No: .30109.00.Y&
KIRK H.
PIGFORD
D.B. 2726
PG. 303
LOT 12R
_ MARL SURFACE
MITIGATION AREA 408 S.F.'
ZO5 S5 55 t Jro% VER COUNTY
NEW S59U8 'E ?? ?® I I ( RIGHT OF WAY
MAP BCCK
N65'25'43 'W 47.71' -- 6 p8 8 PAGE 114
18' RCP / Ao•4' ?' W I
et.? N W I I
-- Total fill width with nprap slopes 22
GRAPHIC SCALE
m 22 0 30 60 120 180 240
?.JD{ ? 0 , .
0 = SCALE: 1"=60'
WHEEL ESTATES, INC.
6309 TOWLES ROAD
WILMINGTON, NORTH CAROLINA 28409
PROPOSED DRIVEWAY PLAN
LOTS 9&10
WHEEL ESTATES, INC.
MAP BOOK 34, PAGE 376
WILMINGTON, MASONBORO TOWNSHIP
NEW HANOVER COUNTY, NORTH CAROLINA
`•f
it
AREA 1
LINE TABLE
LINE LENGTH BEARING
L9 4.91 N03'42'45'W
L10 17.99 N07-12'32'E
L11 28.07 S89-16-32-W
L12 31.80 S88'33'08'W
L13 16.15 S83-37'16'W
L14 9.22 S12'13'34'E
L15 12.98 S36'09'22'E
L16 17.96 S46'44'45'W
L17 23.04 N80'50'54'W
L18 76.12 S24'10'43'W
L19 39.62 S3945'38'E
L20 J0.22 5632023'W
L21 34.37 S60'05'34'W
AREA 3
LINE TABLE
LINE LENGTH BEARING
L22 20.14 S08-01-27-W
L23 19.34 S45-40'23'E
L24 15.05 S33'30'11'E
L25 30.36 N60'0J'09'E
L26 26.27 N61'11'42'E
L27 40.60 S76'12'26'E
L28 41.21 S39-18'58'W
L29 44.06 S1222'13'W
L30 17.06 S11'40'36'W
L31 18.92 S68'36'19'W
L32 43.23 S02-03'56'W
L33 19.50 S07-56'08'E
L34 17.73 N77'16'21'W
L35 27.28 S15'32'13'E
L36 25.47 S46'33'08'W
L37 28.16 S44-12'29'E
L38 24.72 S73'35'40'E
+?+ ®CKSO
Engineers • Planners - Surwyors
Landscape Architects
AREA 2
LINE TABLE
LINE LENGTH BEARING
1-1 33.33 N40'38'45"E
L2 30.59 N38-11'55'E
L3 32.68 N19'07'56'E
L4 34.39 N14*41'18'W
L5 21.58 - N02'51'37'E
L6 25.27 NO *37'51'W
L7 24.79 N04'53'25'E
L8 10.21 N03'42'45'W
BRADLEY CREEK
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HEWLETTS CREEK
LOCATION MAP
N.T.S.
909 MARKET STREET
WILMINGTON, NC 28403
[phone]
WETLANDS CERTIFICATION FOR U.S. ARMY CORPS OF ENGINEERS
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT UNDER THE PRESENT LAW AND
REGULATIONS AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON OR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THE THIS DATE. THIS DETERMINATION
WAS MADE UTILIZING THE 1987 ARMY CORPS OF ENGINEERS
WETLANDS DELINEATION MANUAL.
U.S. ARM'4 CORPS OF ENGI
Date : 05/07/03
Drawn : JRM 1
Atlanta, GA H(ckory, NC Chk: DME
Charlotte, NC Rdeigh, NC
Columbia, sc Wilmington, NC
Proj. Na:3o1o9.00.Wt
S REPRESENTA
WHEEL ESTATES, INC.
6309 TOWLES ROAD
WILMINGTON, NORTH CAROLINA 28409
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SURVEY CERTIFICATE
THIS MAP WAS PREPARED TO SHOW THE EXTENT OF
WETLANDS AND \ OR WATERS OF THE U.S.. NOT FOR
RECORDATION, CONVEYANCES OR SALES.
OS ? ?3
AVID M. EDW PLS 0. L-3901 DATE
SURVEY OF 404 WETLANDS
LOTS 9 & 10
WHEEL ESTATES, INC.
MAP BOOK 34, PAGE 376
WILMINGTON, MASONBORO TOWNSHIP
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OWLES ROAD (M.B.40, PG. 245) - N6528'43'W _ 47.71 r, 127 MAP 30
NEW HANOVER COUNTY
UTIUTY RIGHT OF WAY
I MAP BOOK 26. PAGE 125
WHEEL
ESTATES,
INC.
M.B. 38,
PG. 645
7A
SAUCIER ESTATE RONALD E. SAUCIER

KIRK H
M.B. 37, PG. 215 D.B. 1776, PG. 866
D.B. 1968, PG. 744
CURVE DATA
.
PIGFORD PATRICK
MOELLER
LOT 1
A = 25'25'00"
'
D.B. 2726
PG. 303 D.B. 2690
pG 7 R = 475.78
T = 107.30'
L = 211.06'
LOT 12R LOT 13R
RONALD E. SAUCIER
D.B. 1776, PG. 866
LOT 2 "-
_ - ???5830'S1'E
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8
0 0 I
TURTLE HALL HARBOUR SUBDIVISION
M.B. 29, PG. 145
i
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7,539± S.F. ® I U = UPLANDS
U f® W I W = 404 WETLANDS
W ?-4z
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29.55' 7 w 90.45' 42.91® 128.64' Cd
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® 56510-04'E 56510-04-E
NEW HANOVER COUNTY
PUMPING STATION
MAP BOOK 28, PAGE GE 126
)VER COUNTY --J
Y RIGHT OF WAY
28, PACE 114
GRAPHIC SCALE
0 co 22 0 30 60 120 180 240
-C D
N
SCALE: 1"=60'
-17
Date 05/07/0J SURVEY OF 404 WETLANDS
Ejjh WK WILMINGTON, 909UAING ON TON, T NO 2W STREET STREET
(910) 762
4200 wale: 1-=60' WHEEL ESTATES, INC. LOTS 9 & 10 2
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- Drawn : JRM 6309 TOWLES ROAD WHEEL ESTATES
INC

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ILMINGTON
NORTH CAROLINA 28409 ,
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MAP BOOK 34, PAGE 376
Columbia
ec Wilmington
NO , WILMINGTON
MASONBORO TOWNSHIP
,
, Pro} Na:30109.00.WL ,
NEW HANOVER COUNTY, NORTH CAROLINA
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15' DRAINAGE EASEMENT
W"iu IVIMIVHUCIVICIV I bnvur IIVI..
ENVIRONMENTAL CONSULTANTS
North Carolina Division of Water Quality
Date Type Reference
12/02/2003 Bill Permit Fee - 1?

C
Ci.. --
Coastal Federal Bank Nationwide 18 Permit Fee
Original Amt.
200.00
O
6=
u
O LU
o CIO
12/2/2003
Balance Due Discount
200.00
Check Amount
LL111
Payment
200.00
200.00
200.00