20071158 Ver 2_401 Application_20130613

SPANGLER
ENVIRONMENTAL, INC.
01 -1ISQ Vcl,
Land Planning • Permitting • Environmental Consulting • Construction Management • Expert Testimony
June 3, 2013
Mr. Ian McMillan
NCDENR DWQ
1650 Mail Service Center
Raleigh, NC 27699 -1650
RE: PCN Application for Parsons Mill property (Action ID #: SAW 2004 -01067
& Previous DWQ Project # 2007 -1158) Wilmington, New Hanover County, NC
Dear Mr. McMillan:
Please find attached for your review the five copies of the PCN application package for the NWP 29
for the Parsons Mill Project. The subject property was previously permitted, however given the
economical climate the permitted impacts were not able to take place. Since that time the previous
permit issued has expired. Therefore, this PCN application is the re- submittal for Nationwide Permit
(29) for the exact same impacts as previously permitted that has just been updated and repackaged.
The attached updated PCN package includes an updated Site Map with wetlands survey (to be
signed), Wetland Impact Drawings, USGS site location map, USDA soil survey map, Site Location
Map from Google Earth, current JD, EEP payment receipt, Application Fee (Check Amount: $ 570)
and an Agent Authorization Letter. Your timely assistance in the matter is greatly appreciated.
Sincerely,
Spangler Environmental, Inc.
4a:�l e d e r
Environmental Scientist
CC: Nathan Sanders
@GpOb�
JUN 1 1 2013
4338 Bland Road Raleigh, N.C. 27609 tel [phone] fax 919 - 546-0757 Toll Free 1- 866 - SPANGLER
3961 -B Market Street Wilmmgton, N.C. 28403 tel [phone] fax 910 - 343 -8351 www.spanglerenvironmental.com

OF
WA q
o� q Office Use Only:
J Corps action 1D no.
o < DWQ project no.
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing ' } a
1 a. Type(s) of approval sought from the Corps:
Q Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) �number: 29 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes © No
1d. Type(s) of approval sought from the DWQ {check all that apply):
Q 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes Q No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
[ Yes ❑ No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
Q Yes ❑ No
1h. Is the project located within a NC,DCM Area of Environmental Concern (AEC)?
❑ Yes Q No
2. Project Information
2a. Name of project:
Parsons Mill farms
2b. County:
New Hanover
2c. Nearest municipality / town:
Wilmington
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Hi4NOVER NORTH HOLDINGS LLC
3b. Deed Book and Page No.
Bk -5065 Pg -2031
3c. Responsible Party (for LLC if
applicable):
Sanco Homes
p
3d. Street address:
PO Box 3167
3e. City, state, zip:
Wilmington, NC, 28406 ,
3f. Telephone no.:
(910) 791 -1196
3g. Fax no.:
(910) 452 -0261
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009
y
3 j
QTY
Branch

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
SAME AS OWNER
4c. Business name
(if applicable):
,..,
4d. Street address:
4e.- Qty,.
4f. — Telepbone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Jim Spangler
5b. Business name
(if applicable):
Spangler Environmental, Inc.
5c. Street address:
4338 Bland Road
5d. City, state, zip:
Raleigh, NC 27609
5e. Telephone no.:
919 875 4288
5f. Fax no.:
919 875 4287
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project'Hlstory
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
3231 -42 -6500.000
1b. Site coordinates (in decimal degrees):
I Latitude: 34.3308 Longitude: 77.8968
1c. Property size:
107.17 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
UT to Prince Georges Creek
2b. Water Quality Classification of nearest receiving water:
Class -C; SW
2c. River basin:
IN E Cape Fear River Basin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing site is mixed wooded and shrub The site has been timbered in recent history, leaving a scrub /shrub and newly forested landscape. The
surrounding area is mainly residential.
3b. List the total estimated acreage of all existing wetlands on the property: 7.44
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,225
3d. Explain the purpose of the proposed project:
The purpose of the proposed work is to construct a residential development including roadways/driveways, utility and single and multifamily dwellings.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will oonsists of 204 single family dwellings, and 150 multifamily dwellings. Typical construction equipment will be used
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project includjn all prior has s in the past?
© Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency /Consultant Company: Spangler Environmental, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
See Attached JD (5- 10-13)
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
©Yes ❑ No Unknown
5b. If yes, explain in detail according to "help file" instructions.
The proposed project was previously permitted under the NWP 29. However due to economic constraints the permitted impacts were -never done.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes X❑ No
6b. If yes, explain.
Page 3 of 10
PCN Form - Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
X❑ Wetlands Q Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 T
Utility Line
Non -rip; Scrub /Shrub
No
Corps
0.0117
W2 P
Fill
Non -rip; Scrub /Shrub
No
Corps
0.00866
W3 P
Fill
Non -rip; Scrub/Shrub
No
Corps
0.0479
W4 T
Utility Line
Non -rip; Scrub /Shrub
No
Corps
0.00623
W5 P
Fill
Non -rip; Scrub /Shrub
No
Corps
0.00997
W6 P
Fill
Non -rip; Scrub /Shrub
No
Corps
0.0597
2g. Total Wetland Impacts:
45
2h. Comments: 0 ° % Lvtk
There are a total of 14 areas of wetland impacts that are mapped in the attached exhibits. In addition, please see the attached complete table of the
wetland impacts.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact .
number
Permanent (P) or
Temporary (T) .
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
39•
Impact
length
(linear
feet)
S1 9
Choose one
Un -named
INT
DWQ
1
18
S2 10
Choose one
Un -named
INT
DWQ
1
62
S3 11
Choose one
Un -named
INT
DWQ
1
20
S4 12
Choose one
Un -named
INT
DWQ
2
78
S5 - 13
Choose one
Unnamed
INT
DWQ
2
59
S6 14
Choose one
Un -named
INT
DWQ
3
60
3h. Total stream and tributary impacts
297
3i. Comments:
The stream impact5;are also mapped on the attached exhibits corresponding to the stream impact number
Page 4 of 10
PCN Form —Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction Droposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
0
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes Q No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWO)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impactsrequire mit' ation then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Ter-Pamlico ❑ Catawba ❑ Randleman ❑X Other:
6b.
Buffer Impact
number —
Permanent (P) r
Temporary )
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet)
131 -
Yes/No
62 -
Yes/No
83 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts.
0
0
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
All wetland crossings and fills have been avoided and minimized to the extent practical by designing crossings at a 90 degree angle and designing
roadway /driveway layouts to avoid wetlands to the extent practical. As shown on the site plan, approximately 7 acres of wetlands were avoided and
will be preserved in open space on the project site.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Earth moving equipment referenced above will only operate in area necessary for the construction of the proposed project as well as fill and other
construction materials. Sediment and erosion control measures will be in place in accordance with the approved S& EC plans.
2.' Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
Q Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ Q Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
© Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: NCEEP
3b. Credits Purchased (attach receipt and letter)
Type: Riparian wetland
Type: Non - riparian wetland
Type: Choose one
Quantity: 0.32
Quantity: 0.13
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
Q Yes
4b. Stream mitigation requested:
297 linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e. Riparian wetland mitigation requested:
0.32 acres
4f. Non - riparian wetland mitigation requested:
0.13 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes Q No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes Q No
2. Stormwater-Management Plan
2a. What is the overall percent imperviousness of this project?
%
2b. Does this project require a Stormwater Management Plan?
0 Yes ❑ No
2c. If this project-DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The stormwater runoff on the site will be collected by a stormwater collections system and directed to 8 regional stormwater retention ponds within the
development. These ponds have been designed to attenuate peak discharge from the 2 -, 10-, and 25 -year storm events. They have also been
designed for 90% total suspended solids removal. The Percent Impervious and all associated calculations can be found in the attached Stormwater
and Erosion Control Calculations for Parsons Mill Manual.
2e. Who will be responsible for the review of the Stormwater Management Plan?
City of Wilmington
3. Certified Local Government Stormwater Review
3a. In which local government's iurisdiction is this project?
City of Wilmington
❑ Phase II
❑ NSW
3b. Which of the following locally- implemented stormwater management programs
❑ USMP
apply (check'all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑Yes N No
attached?
4. DWQ Stormwater Program Review
ZCoastal counties
❑HQW
4a. Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply):
[]Session Law 2006 -246
[]Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes Q No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal /state/local)funds or the
Oyes pX No
use of public (federal/state) land?
1,b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Welland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes pX No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b. Is this an after - the -fact permit application?
❑Yes 1@ No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
O Yes ©No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered 'no" provide a short narrative description.
The project is designed to maximize the useabhldy of the properly while avoiding impacts to the extent prachoal. The complete build -out of the site will
not yield any additional area for development. No additional Impacts are required. All remaining open areas will be preserved.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
There are a total of 204 single family residences and M in the development. Each 360
multifamily residences produce approximately gpd of
wastewater, for a total of 127,440 gpd. This wastewater will be collected in a sanitary sewer system and directed to the Northside Wastewater
Treatment Plant for treatment.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Wli this project occur in or near an area with federally protected species or
❑ Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
O Yes ❑ No
impacts?
5c. "If'yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would Impact Endangered Species or Designated Critical
Habitat?
6. - Essential Fish Habitat (Corps Requirement)
6a. Wit this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑ No
6b., What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
' 7a. Will this project occur in or near an area that the state, federal or tribal
govIemments have designated as having historic or cultural preservation
(� Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
Sa. Will this project occur in aFEMA- designated 1lm -year floes plain?
❑ Yes © No
8b. If yes, explain how project meets FEMA requirements:
.8c. What source(s) did you use to make the floodplain determination?
FEMA FIRMette Map 0 FM 37203231 OW
�pAit�lr t�nvir'oylo!!n Ime.
t%tPs � `9
ElAgents Printed Name
gents Signature
Date
(Ag signature is val'�d only dan author�atlon
letter from the a iplicant is provW .
Page 10 of 10
1L� "f:$7GiCi:1'a�dA.Y«':.1M'r3f�
.t

Parsons Mill Wetland & Stream Impact Tables
Wetland
Impact Site
Number
(indicate on
ma
Type of Impact
Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.)
Located
within 100-
year
Floodplain
es /no
Distance
to Nearest
Stream
(linear
feet
Area of
Impact
(acres)
1
Utility Line (Temporary)
Non-rip; Scrub /Shrub
No
1925
0.0117
2
Fill
Non-rip; Scrub /Shrub
No
2195
0.00866
3
Fill
Non-rip; Scrub /Shrub
No
2442
0.0479
4
Utility Line (Temporary)
Non-rip; Scrub /Shrub
No
2817
0.00623
5
Fill
Non-rip; Scrub /Shrub
No
2814
0.00997
6
Fill
Non-rip; Scrub /Shrub
No
2879
0.0597
7
Fill
Non-rip; Scrub /Shrub
No
3242
0.00191
8
Fill
Riparian; Scrub /Shrub
No
3469
0.013
9
Utility Line
Riparian; forested
No
3106
0.0118
10
Fill
Riparian; forested
No
2979
0.0492
11
Utility Line (Temporary)
Riparian; forested
No
3015
0.0164
12
Fill
Riparian; forested
No
3167
0.111
13
Fill
Riparian; forested
No
3408
0.043
14
Fill
Riparian; forested
No
2918
0.0895
Total Wetland Impact acres Including Streams
0.48
Total Wetland Loss (impact - temporary impact)
0.45
Stream Impact
Perennial
Average
Impact
Area
Number
Stream Name
Type of Impact
or
Stream
Width
Length
of
(indicate on
Intermitte
(linear
Impact
map)
nt?
Before
feet)
(acres)
impact
9
Un -named
Intermitte
1
18
.0004
10
Un -named
Intermitte
1
62
.0013
11
Un -named
Intermitte
1
20
.0004
12
Un -named
Intermitte
2
78
.0034
13
Un -named
Intermitte
2
59
.0026
14
Un -named
Intermitte
3
60
.0042
Total Stream Impact (by length and acreage)
297
.0123
N*4
SPANGLER
ENVIRONMENTAL, INC.

Candor Alexander
Sanco Homes, Inc.
P.O. Box 3167
Wilmington, NC 28406
Project:
County:
DWQ #:
USACE Action ID:
EEP No.:
Amount Paid:
Check Number:
Parson's Mill
New Hanover
07 -1158
2004 -01067
ILF- 2007 -5367
91,109.50
3481
r Iv-
41�1
�..iiJiC�td �.iii:rlLf•
PROGRAM
RECEIPT
March 28, 2008
The North Carolina Ecosystem Enhancement Program ( NCEEP) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 /CAMA permit(s) issued for the
above referenced project. This receipt serves as notification that your compensatory mitigation requirements associated with
the authorized activity as specified below have been satisfied. You must also comply with all other conditions of this
certification and any other state, federal or local government permits or authorization associated with this activity.
The NCEEP, by acceptance of this payment, acknowledges that the NCEEP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation will be performed in accordance with the Memorandum of Understanding between the NC Department of
Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated below.
River Basin Stream am redits
Cu (linear feet)
Coid Coo�Warm
Cape Fear 0 0
Wetland Credits Buffer I & II
(mss) I (Sq. Ft.)
}an I Non -xi anan I Coastal Marsh
.32 1 .13 n
Please note that a payment made to the Ecosystem Enhancement Program is no reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded. if you have any questions or
need additional information, please contact Valerie Mitchener at (919) 715 -1973.
Sincerely,
�t William D. Gilmore, PE
cc:
Cyndi Karoly, NCDWQ Wetlands/401 Unit Director
Jennifer Frye, USACE - Wilmington; Thelma Hemmingway, USACE Wilmington
Chad Coburn, NCDWQ - Wilmington
Spangler Environmental, agent
File
Re6to ... ' ... Pro" Our Stab r&A
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699.1652 / 919- 715 -0476 fwww.nceep.net

low 00 M woo no WN
Scale:
Legend: SET
- Approximate Project Boundary
N
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S1
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Parsons Mill Project
PCN Submittal
SEI # 200405022
May, 2013
SP►NGLER
ENVIRONMENTAL. INC.
4338 Bland Road, NC 27609
919-875-4288
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PCN Submittal
SEI # 200405022
May, 2013
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SPANGL.ER
ENVIRONMENTAL, INC.
4338 Bland Road, NC 27609
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06/06/2007 13.36 FAX [phone] SANCO HOMES 1a002/003
HANOVER NORTH HOLDINGS, LLC
June 6, 2007
To Whom It May Concern:
The letter serves to inform you th ;t Hanover North Holdings, LLC, located in Wilmington, NC,
hereby authorizes Spangler Environmental, Inc. to act as our technical agent for the purposes of
environmental issues, including wetland and stream identification, permitting, mitigati
planning and regulatory agency coordination at the property known as Parson Mill Farms, and as
shown in New Hanover County Tax Records as Parcel ID #R01800- 007 -000. All site visits by
regulatory personnel must be coordinated in advance with our agent, Spangler Environmental,
Inc. This letter supercedes all previous Agent - related correspondence.
The following contact persons should be copied on all correspondence:
Property Owner (or Legal Agent/Representative):
Nathan S. Sanders, Member/Manager
Hanover North Holdings, LLC
PO Box 3167, Wilmington, NC 28406
(910) 791 -1196
Technical Agent:
James A. Spangler
Spangler Environmental, Inc
PO Box 387
Raleigh, NC 27602 -0387
919- 546 -0754
Fax [phone]
Sincerely,
HANOVER NORTH HOLDINGS, LLC
--XW& e�'
Nathan S. Sanders
Member/Manager
PO Box 3167 W!=g=, NC 28406
TELEPHONE [phone] FAX. [phone]

. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
"built- upon" area consistent with the design criteria used to size the stormwater control facility.
1, Nathan S. Sanders, acknowledge, affirm and agree by my signature below, that I will cause the
following ee n3stn'coons and covenants to be recorded prior to the sale of any lot
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 , as issued by the Division of Water Quality under
NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built-upon area per single- family lot is 4.000 square feet for a total of
204 lots. The maximum allowable built -upon area per town home is 2.230 square feet for a
total of 150 townhomes. This allotted amount includes any built -upon area constructed within
the lot property boundaries, and that portion of the right -of -way between the front lot line and the
edge of the pavement. Built upon area includes, but is not limited to, structures, asphalt,
concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include raised,
open wood decking, or the water surface of swimming pools.
All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters, which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
Placement of dredged or fill material, or development within waters of the US and/or wetlands,
requires note tion to the Di sion a r Qual' Stormwater and the 401 Wetlands Section.
Signature: Date: 5 • 3 l '!
I, ,X'zr; a_ `!'Y1. Co 14 ma n . a Notary Public in the
State of `il10 CA YD !; naQ . County of ' 1 r. u) Ha A n %Y f V'
do hereby certify that f ah S. SA,mderS oersonaUy appeared
before me this the day of , 20_0Z, and acknowledge
the due execution of the foregoing instrument. Wtn ss my hand ar= ial seal,
i ature � �oiaay �
My Commission expires 10-ID -00
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1. REMOVE AND STOCKPILE ALL ORGANIC MATERIAL IN TRENCH AREA.
2. DIG TRENCH TO DEPTH PER PLANS. IF MINERAL SOIL IS ENCOUNTERED, STOCKPILE
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3. REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING BURIED CONSTRUCTION
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STA. 2 +80 CHERRY GROVE DRIVE, NORTH
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STA. 34 +35 PARSONS MILL DRIVE
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STA. 2 +20 CHERRY GROVE DRIVE, SOUTH
WETLAND IMPACT #13

STA. 12 +20 FLOWERY BRANCH LANE
WETLAND IMPACT #14

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW - 2004 -01067 County: New Hanover U.S.G.S. Quad: Castle Havne
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Hanover North Holdings, LLC Aaent: Spangler Environmental, Inc.
Attn: Nathan Sanders Attn: Cal Reider -4
Address: P.O. Box 3167 Address: 3961 -B Ma EBtFeet
Wilmington. 28406 W' on NC 28403
910 791 -1196 "�*i��
a7607
Property description:
Size (acres) 107.17 Nearest Town Wilmington
Nearest Waterway UT to Prince Georges Creek River Basin Northeast Cape Fear
USGS HUC 03030007 Coordinates 34.32855 N. - 77.89257W
Location description: Property, known as Parsons Mill, is located west of North College Road immediately south of
Creekstone Lane, in headwater wetlands of an unnamed tributary to Prince Georges Creek, north of Wilmington New
Hanover County, North Carolina: Parcel ID R01800- 007 -000
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). If you wish, you may request
an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide
new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit
regmrements of Section 404 of the Clean Water Act (CWA)(33 USC S 1344) Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date
of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. including wetlands on Your property have been delineated and the delineation has been
verified by the Corps. We strongly suggest You have this delineation surveyed Upon completion this survey
should be reviewed and verified by the Corps Once verified this survey will provide an accurate depiction of all
areas subject to CWA jurisdiction on your property which provided there is no change in the law or our published
regulations, may be relied upon for a period not to exceed five years
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
Page 1 of 2

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management
Act (CAMA). You should contact the Division of Coastal Management in Wilmington NC at (9l0) 796 -7215 to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Emily Hughes at 910- 2514635.
C. Basis For Determination
This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual and Coastal Plain
Supplement and is adiacent to an unnamed tributary to Prince Georges Creek. a Navigable Water of the U.S. This
determination is base on information provided by Spangler Environmental and a desktop determination by Emily
Hughes on 5/10/2013
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The del ineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room l OM15
Atlanta, Georgia 30303 -8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of-the NAP.
Should you decide to-submit an RFA-form, it must be received at-the above address by 7/10/2013.
* *It is not necessary to sub RFA form to the Division Office if you do not object to the determination in this
correspondence. **
Corps Regulatory Official:
Date: 5/10/2013 Exp' tion ate: 5T
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit http:// per2 .nwp.usace.army.mil /survey.htmi to
complete the survey online.
Copy furnished:
NCDENR -DWO Attn: Chad Coburn, 127 Cardinal Drive Ext., Wilmington NC 28403

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Hanover North Holding, LLC File Number: SAW- 2004 -01067 Date: 5/10/2013
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http: / /www.usace.army. mil /inet/functions /cw /cecwo /reg or
Corps regulations at 33 CFR Part 331.
A: E41TIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a_ Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you receivd a Letter of Permission (LOP), you may accept the LO-P and your woik is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 1I of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION 11- REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Emily Hughes, Regulatory Specialist
CESAD -PDO
Wilmington Regulatory Field Office
U.S. Army Corps of Engineers, South Atlantic Division
69 Darlington Ave.
60 Forsyth Street, Room IOM15
Wilmington, NC 28403 -1343
Atlanta, Georgia 30303 -8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Emily Hughes, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD -PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303 -8801
Phone: [phone]

200 100 0 200 400
OEM
GRAPHIC SCALE
AREA BY COORDINATE COMPUTATION
O
—NOW OR FORMERLY—\
C)
4. 3i
MITCHELL n 1;
'BOOK 1756 PAGE 902 , ` o
6
N,
R-20
?0i ING LINE
SURVEY REFERENCE
BOOK 424 PAGE") 58, TRACT 1
BOOK 1468 PAGE 1027
MAP BOOK 28 PAGE 143
BOOK 458 PAGE 599
W15
36,057
SF
RUSTIC ACRES
MAP BOOK 31 PAGE 10
\
'NOW OR FORMERLY- \ 130- 16,
\
POPE I -NOW OR FOR�4ERLY
BOOK 403 PAGE 106
O
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\BOOK 1763 PACE 373 2" 34- , `� --'�!
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2
SF W-1 1
W/V 8,414
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�Vv 57'4 V
423. 9]�
CC"
N
1505.66
PROPERTY LINE PER SURVEY
PREPARED BY CAPE FEAR
NOW OR FORMERLY r_1,4U11Nr_r_M11\4U, INC., UAIL—W
NEW HANOVER COUNTY AUGUST, 2001. MAP ENTITLED
BOOK 459 PAGE 599 NEW HANOVER COUNTY JAIL
HOUSE SITE, PROPOSED
BOUNDARY.
N 66'37'06""W J60700'
For Sites Where The Entire Actual Jurisdictional Boundary Is Depicted:
"This certifies that this cir;,py of this plot accurately depicts the boundary
of the jurisdiction of Section 404 of the Clean Water Act as determined
by the undersigned on thi.--.! date. Unless there is a change in the law or
our published regulations, 'his determination of Section 404 jurisdiction
may be relied upon for a period not to exceed five years from this date.
This determination was made utilizing the appropriate Regional
Supplement to the 1987 Corps of Engineers Wetlands Delineation Manual."
Regulatory Official
Title
Date
USACE Action ID
PA
W12
2,013
SF
"Vill
5,496
SF
3,8o
W8
(31
W9
19,914
. SF
GRID MONUMEhIT
APSTE-AD 2 1975"
Coo-)3
-.0 013
-NOW OR FORMERLY—
CASTLE HAYNE BAPTIST CHURCH A
BOOK 1659 PAGE 0720
199.8 1'
PALUCK
5,
Vtt➢
PARMELE WOODS
0P BOOK 28 PAGE 14
NgN ^'10- �N�SMAN RT
N 17" H U CO C
- 1-1 - — -
H 0 N I-NO OR FO MERLY�
I Ej� WARD
-14- 1 ­13, 1­12" N11 N
W7
7,093'
�_J
S F
l
2101.34'
NOW OR FORMERLY
NEW HANOVER COUNTY
BOOK 459 PAGE 599
W4
1,176
WV �J
2,7
3
,297
a L•., SF
PROPERTY LINE PER SURVEY
PREPARED BY CAPE FEAR
ENGINEERING, INC., DATED
AUGUST, 2001. MAP ENTITLED
NEW HANOVER COUNTY JAIL
HOUSE SITE, PROPOSED
BOUNDARY.
S
THIS IS NOT A BOUNDARY SURVEY. THIS MAP WAS CREATED FROM
A PREVIOUS WETLAND DELINEATION SURVEY PERFORMED BY MICHAEL
UNDERWOOD, PLS TITLED "WETLANDS SURVEY FOR TRASK LANDS," DATED
JULY 2005. SAID SURVEY IS PART OF ARMY CORPS OF ENGINEERS
FILE 200401067 ORIGINALLY SIGNED ON 11/23/05 BY ACOE AGENT/REP.
THIS MAP HAS THE SINGLE PURPOSE OF UPDATING THIS WETLAND DELINEATION
FILE AND DOES NOT REFLECT ANY CHANGES, ADDITIONS, OR REVISIONS TO ANY
POINT OR LINE AS SHOWN ON THE PREVIOUS SURVEY BY MICHAEL UNDERWOOD.
I
It
/ (lob
/0),
0 C\1
4 L- 40
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41
o
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150,
a
41
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co
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/V 12F
Q
�XTON PARK
'TOWNHOMES
SITE

I
WETLAND #1
LINE
TABLE
LINE
BEARING
DISTANCE
DISTANCE
L67
S
33 °00'48"
W
27.69'
L68
S
32'38'57"
W
27.81'
L69
S
26 °26'54"
W
19.28'
L70
N
51 010'27"
W
13.61'
L71
N
36'2638"
E
27.94'
L72
N
46 °59'02"
W
25.73'
L73
S
87 °28'56"
W
27.42'
L74
N
21 059'00"
W
12.22'
L75
N
62'117'40"
E
10.53'
L76
N
32'32'52"
E
21.53'
L77
N
12 °26'34"
E
23.61'
L78
N
35 °00'36"
W
29.73'
L79
N
41 °49'08"
W
13.28'
L80
N
07 °54'00"
W
26.35'
L81
S
48' 14'55"
E
80.03'
1-82
S
30 °29'18"
E
35.19'
L83
S
28'10'07"
E
19.99'
I
WETLAND #2 LINE
TABLE
LINE
BEARING
BEARING
DISTANCE
1-84
S
46'59'50"
E
10.99'
L85
S
21038'46"
E
23.03'
I L86
S
09 °21'52"
E
15.31'
L87
S
49 °26'47"
W
37.23'
L88
S
04 °34'32"
E
37.97'
L89
S
20'02'10"
W
11.53'
E L90
S
70'42'49"
E
26.76'
P L91
S
47'56'42"
W
28.13'
1-92
S
15'09'17 "
W
27.47'
1-93
S
70'1625"
E
28.98'
L94
S
19 °35' 18"
E
24.72'
. L95
S
36 °37'57"
W
25.73'
L96
S
41'27'53"
W
19.18'
€ L97
N
53 °45'40"
W
17.13'
1-98
N
61'44'39"
E
11.88'
p L99
N
29 °36'12"
E
24.52'
1-100
N
19'38'24"
W
9.54'
L101
N
77 °25'23"
W
19.66'
L102
N
86 °23'55"
W
21.81'
L103
N
02'21'32"
W
22.31'
L104
N
51 °4728"
E
24.68'
L105
N
49° 13'03"
W
21.62'
L106
N
03'55'29"
W
7.53'
L107
N
09'27'42"
E
18.14'
L108
N
19 °09'01 "
E
23.97'
L109
N
49 °13'32"
W
35.43'
L110
S
88 °20'35"
E
36.13'
1-1 1 1
1 N
48'11'58"
E
34.58'
L112
N
11 °53'04"
W
14.26'
111-5
N
07' 19'08"
W
28.88'
L332
S
71'08'12 "
W
20.37'
I
WETLAND #3 LINE
TABLE
i LINE
BEARING
BEARING
DISTANCE
L302
S
55° 15'16"
W
33.19'
1-303
S
41 °3258"
W
62.01'
L304
S
35'30'00"
W
33.00'
L305
S
29 005'44"
W
41.73'
L306
S
37 °31'47"
E
25.43'
L307
S
74 °48'00"
W
131.55'
L308
N
41'12'47"
W
46.72'
L309
N
57'2845"
E
39.27'
L310
N
84 °01'39"
E
62.11'
L311
S
73'40'35"
E
27.85'
L312
N
41017'07"
W
45.87'
L313
N
15'40'12"
E
17.52'
L314
N
83'05'10"
E
33.38'
L315
S
67 °4722"
E
34.20'
L316
N
10 °51'51"
E
34,64'
L317
N
82'12'35"
W
43.24'
L318
S
52° 18'30"
W
81.28'
1-319
N
03'17'2,3"
E
43.97'
L320
N
32 °20'44"
W
28.23'
L321
S
62'47'04"
W
52.27'
L322
N
66'12'57"
W
18.04'
L323
S
73615'22"
W
46.70'
L324
S
55 °30'52"
W
29.27'
L325
S
89'23'55"
W
52.36'
L326
N
66 °21'37"
W
44.04'
L327
S
17114'23 "
W
57.70'
L328
N
75'52'56"
W
54,18'
L329
N
20° 14'24"
E
84.10'
1-330
N
58 °38'43"
W
86.23'
L331
N
86 °59'44"
W
37.15'
L332
S
71'08'12 "
W
20.37'
L333
N
20'56'06"
W
16.71'
L334
N
56'36'04"
W
32.44'
L335
S
29'04'40"
W
39.60'
L336
N
06'24'45"
W
53.97'
L337
N
49'22'14"
W
27.57'
L338
N
61 °52'58"
W
28.08'
L339
N
65 °39'43"
W
18.53'
1-340
S
51'11'12"
W
21.56'
L341
S
57010'29"
W
34.76'
L342
S
81'06'46"
W
50.02'
L343
N
59'58'29"
E
35.96'
L344
N
30 022'50"
E
21.45'
1-345
N
30'24'41 "
E
45.76'
L346
S
79'41'07"
E
13.08'
L347
N
07'22'10"
W
33.98'
00 100 f 200 0
BOOK 424 PAGE -.58, TRAC
GRAPHIC SURVEY REFER: CE
SCALE
AREA BY COORDINATE • fi
BOOK E '599 1
WETLAND
#3 LINE
TABLE
CONT'D
LINE
BEARING
DISTANCE
DISTANCE
DISTANCE
1-348
N
05 °40'30"
W
L8
42.18'
L349
N
00'04'16"
W
N
41.68'
L350
N
28' S7' 15"
W
83 °27'08"
19,71'
L351
N
56'55'03"
W
E
32.33'
L352
N
59 °48'03"
W
20.58'
45.63'
L353
N
71'21'17"
W
L121
31.55'
L354
N
05031'55"
W
N
30.63'
L355
S
63 °22'07"
E
09 °3823"
2.40'
L356
S
21 °55'02"
E
E
9.96'
L357
S
58 °25'06"
E
28.71'
20.52'
L358
S
82 °58'08"
E
L40
24.93'
L359
S
63'22'07"
E
N
16.63'
L360
S
56 °56'55"
E
49'31'21"
9.88'
L361
S
37° 18'51 "
E
33.56'
30.15'
L362
S
35'4824"
E
L207
36.94'
L363
N
86 °07'13"
E
`sl
22.88'
L364
S
04 °20'33"
E
04 °56'30"
62.84'
L365
S
50 02825"
W
E
27.14'
L366
S
05 °5445"
E
31.97'
35.28'
L367
I S
77° 16'03"
E
L213
23.79'
L368
S
06'17'51"
E
''J
23.30'
L369
S
44 °27'55"
E
08'2254"
24.58'
L370
S
74'50'34"
E
W
20.60'
L371
S
43 °09'43"
E
20.94'
33.43'
L372
S
52 012'48"
E
L219
41.79'
L373
S
66 °3759"
E
1A
32.19'
L374
N
88' 17'35"
E
57 °28'45"
55.65'
L375
N
55 °07'46"
E
W
24.79'
L376
N
00 °4232"
E
31.57'
23.20'
L377
N
85'15'05"
E
L225
26.27'
L378
S
24`4935"
E
IN
43.33'
L379
S
112'113'51 "
E
87 °02'20"
62.87'
L380
S
83 °09'01 "
E
E
52.98'
L381
S
79 °39'51 "
E
13.74'
66.29'
L382
N
53° 12'35"
E
L231
40.94'
L383
N
81 °25'33"
E
N
51.73'
L384
N
51'11'18"
E
01'51'02"
71.02'
L385
N
62° 19'05"
E
E
55.28'
L386
S
69'36'02"
E
43.37'
24.30'
L387
S
2103355"
W
L439
59.20'
L388
S
24° 12'06"
E
S
43.15'
L389
N
71' 17'59"
E
69'25'19"
65.58'
L390
N
76011'10"
E
W
64.66'
W' TLANQ #10
WETLAND #4
LINE
TABLE
LINE
I BEARING
DISTANCE
DISTANCE
L7
N
74 °54'44"
W
32.70'
L8
N
49'31'04"
W
34.17'
L9
N
69 °01 ' 10"
E
14.65'
L10
S
83 °27'08"
E
27.89'
L11
S
50'54'54"
E
19.38'
1-12
S
03 °09'41 "
E
20.58'
W' TLANQ #10
WETLAND #5
LINE
TABLE
LINE
BEARING
DISTANCE
DISTANCE
L13
S
45° 15'53"
W
22.19'
L14
N
09'40'38"
W
22.52'
L15
N
32'34'06"
W
28.96'
L16
N
75'39'02"
W
24.50'
L17
N
15 °50'48"
W
49.82'
L18
S
52'23'08"
E
58.04'
1-19
S
28°07'55"
E
56.21'
W' TLANQ #10
WETLAND #6
LINE
TABLE
LINE
BEARING
DISTANCE
DISTANCE
L20
S
13 °45'24"
W
91.26'
L21
N
17'07'41 "
W
36.83'
L22
N
10° 17'59"
E
45.10'
L23
N
08'01'08"
W
60.33'
L24
N
11'38'10"
W
20.36'
L25
S
45-12'49"
E
37.15'
L26
S
13'27'46"
E
45.69'
W' TLANQ #10
WETLAND #7
LINE
TABLE
LINE
BEARING
DISTANCE
DISTANCE
L114
S
08'26'09"
W
54.01'
L115
S
17°45'21"
W
79.41'
L1 16
S
34'49'31 "
W
68.97'
L117
N
70'1 5'03"
W
35.76'
L118
N
20 °3322"
E
80.50'
L119
N
74'48'53"
E
9.93'
L120
N
24'00'57"
E
46.48'
L121
N
46'41'53"
E
39.27'
1-122
N
37'06'45"
E
32.87'
W' TLANQ #10
WETLAND #8
LINE
TABLE
LINE
BEARING
DISTANCE
DISTANCE
127
S
23 026'43"
W
46.23'
L28
S
14°24'19"
W
23.95'
L29
S
08 °4459"
E
25.79'
L30
S
11 °26'08"
W
32.11'
L31
S
16 °40'04"
W
23.62'
L32
S
08'07'23"
E
26.68'
L33
S
32'58'34"
E
36.39'
L34
N
52034'19"
W
18.76'
L35
N
45 °53'27"
W
31.24'
L36
N
09 °3823"
W
27.43'
L37
N
10 °09'20"
E
22.84'
L38
N
23 °2343"
E
28.71'
L39
N
03 °38'43"
W
40.17'
L40
N
23 °45'21 "
E
37.70'
L41
N
16'08'19"
W
53.77'
L42
S
49'31'21"
E
51.02'
W' TLANQ #10
W' -TLAND #9 LINE
TABLE
LINE
BEARING
DISTANCE
DISTANCE
L189
S
29 °46'23"
E
34.54'
L190
S
49'09'23"
W
6.94'
L191
S
11 °2347"
W
65.68'
L192
S
09 °2934"
W
37.62'
L193
S
13'44'38"
W
22.39'
L194
5
07 °34'34"
E
31.77'
L195
5
11 °25'37"
W
33.43'
L196
S
32 000'43"
W
46.57'
L197
S
20 °10'25"
W
41.89'
L198
S
53 °25'04"
W
29.01'
L199
S
04 °14'30"
W
64.58'
L200
S
00' 18'54"
W
26.07'
L201
S
19 °24'33"
W
36.22'
1-202
S
61 °08'01"
W
41.29'
L203
3
29 056'37"
W
22.90'
L204
3
66'05'03"
W
37.84'
L205
S
22 °22'01 "
W
33.56'
L206
S
13047'08"
E
29.35'
L207
S
61'46'52"
W
29.66'
L208
`sl
22'09'22"
W
15.07'
L209
;`N
04 °56'30"
E
27.41'
L210
,N
25 °4359"
E
28.02'
L211
N
34 °39'57"
E
31.97'
L212
'N
43 °3553"
E
31.98'
L213
"J
56013'44"
E
34.15'
L214
''J
34 °59'37"
E
29.13'
L215
`J
08'2254"
E
21.94'
L216
"J
08 °38'51 "
W
28.46'
L217
A
53'34'09"
W
20.94'
L218
`J
10 °49'23"
E
20.61'
L219
N
50'48'40"
E
32.47'
L220
1A
39 °24'41 "
E
25.05'
L221
1N
57 °28'45"
E
34.03'
L222
IN
07 °59'22"
W
29.38'
L223
'N
33 °57'51 "
E
31.57'
L224
1N
59'52'08"
E
9.99'
L225
11
0718'07"
W
30.51'
L226
IN
01°30'39"
W
45.41'
L227
-7N-27'50'24"
87 °02'20"
E
37.41'
L228
)-A
27'59'30"
E
25.40'
L229
N
26 048'49"
W
13.74'
L230
iN
08 °34'06"
E
37.29'
L231
N
19027'19"
W
27.03'
L232
N
13!23'11 "
W
_
15.61'
1-233
N
01'51'02"
W
37.15'
L234
S
33°02'08"
E
_
30.96'
L235
S
63°22'07"
E
43.37'
L236
G
28'45'02"
W
60.43'
W' TLANQ #10
LINE TABLE
LINE
BEARING
BEARING
DISTANCE
L58
S
84°2535"
E
48.58'
L59
S
46 °23'19"
E
39.42'
L60
S
68 °47'27"
E
44.91'
L61
I S
68 °51'58"
W
70.87'
L62
N
69 °52'46"
W
40.10'
L63
S
8255'12"
W
33.60'
L64
N
36'22'08"
E
33.20'
L65
L130
47'05'18"
W
13.03'
1-66
'J
16'03'08"
E
29.61'
W_TLANQ
11
LINE TABLE
LINE
BEARING
BEARING
DISTANCE
L 123
S
03'56'20"
E
42.10'
1-124S
S
28 °2844"
E
21.71'
L125
N
29 007'14"
E
18.14'
L126
S
53 °55'22"
E
26.94'
1-127
N
79 °24'37"
W
12.18'
L128
3
52'16'13"
W
15.54'
L129
S
25 °40'36"
E
17.18'
L130
S
22 °29'30"
W
10.80'
L131
S
63 °33723"
W
17.17'
L132
S
22016"11 "
E
9.74'
L133
S
19'48'18"
E
26.14'
L134
S
18'54'01"
E
16.77'
L135
S
22 °42'37"
E
27.56'
L136
S
78' 16'114"
W
30.94'
L 137
N
38° 18'111 "
W
21.08'
L138
?N
40 007'30"
E
31.07'
L139
"N
47043'40"
W
28.11'
L140
N
41'03'41"
W
28.69'
L141
S
63 62722"
W
19.11'
L142
N
39001'38"
W
19.21'
L143
N
01 °15'31"
E
36.99'
L144
'N
19 °08'43"
E
38.01'
L145
N
20016'25"
E
26.91'
L146
'S
69 °07'47"
E
26.95'
L147
N
50 °02'51 "
E
10.75'
WETLAND
#12
LINE TABLE
LINE
BEARING
BEARING
DISTANCE
L148
`S
61 °27'22"
W
36.89'
L149
S
51 °30'57"
W
26.15'
L150
'S
46016'56"
E
14.48'
L151
'S
60'13'02"
E
26.72'
L152
N
82'50'30"
W
40.96'
L153
'S
28007'55"
E
25.52'
L 154
'S
49'111'49"
E
26.74'
L155
S
59 °45'26"
W
9.84'
L156
N
51 °3425"
W
17.05'
L157
'S
77 043'54"
W
14.96'
L158
`S
00 °31'24"
W
17.55'
L 159
S
56° 18'03"
E
27.14'
WETLAND
#12 LINE
TABLE
CONT'Q
LINE
BEARING
L43
S
DISTANCE
L160
S
66`00'56"
E
86 °09'22"
28.59'
L161
S
65 °25'03"
E
W
31.70'
L162
S
47'48'25"
E
19.40'
34.29'
L163
S
08 °53'32"
E
L48
11.84'
1-164
S
86'11'07"
W
N
56.57'
L165
S
44 °27'28"
W
58'07'24"
27.02'
L166
S
32°55'41 "
W
E
26.54'
L167
S
27'14'50"
W
25.91'
57.36'
L168
N
20'34'02"
W
L54
12.73'
L169
N
52 452'56"
W
S
29.19'
L170
N
55 °05' 12"
E
86'44'40"
16.52'
L171
N
36`20'52"
E
E
38.61'
L172
N
13°47'45"
W
W
25.70'
1173
N
48 °50'39"
E
39.22'
33.02'
L174
S
74 °25'27"
W
L409
21.38'
L175
N
2730'05"
E
S
17.53'
L176
N
85' 12'00"
E
47 °18'08"
13.47'
L177
N
18448'16"
W
W
26.95'
L178
N
50'31'14"
W
16.12'
12.35'
L179
S
69'17'05"
W
L415
24.23'
L180
S
40 °31'30"
W
N
20.47'
L181
N
26'16'20"
E
21'57'24"
47.53'
L182
N
02'03'56"
E
W
12.22'
L183
N
85'32'30"
W
37.36'
13.29'
L184
N
11434'16"
E
L421
31.18'
L185
N
18'12'19"
W
N
32.05'
W
N
78'02'31"
E
35 °21'21"
56.53'
t
N
56 °0649"
E
W
47.63'
L425
S
08° 17' 14"
E
24.19'
14.16'
WETLANQ # 13
LINE TABLE
LINE
BEARING
BEARING
DISTANCE
L43
S
51 °3422"
W
13.22'
L44
N
86 °09'22"
W
17.66'
L45
S
24'53' 12"
W
26.29'
L46
S
26 °01'25"
W
19.40'
L47
S
87 °26'04"
W
13.76'
L48
N
40 °33'04"
W
39.25'
L49
N
34 °11'50"
W
29.08'
L50
N
58'07'24"
E
23.65'
L51
N
44°42'30"
E
25.80'
L52
N
76 °45'28"
E
25.91'
L53
S
64'50'46"
E
5.11'
L54
S
00 °40'48"
W
24.97'
L55
S
64'42'30"
E
14.85'
L56
S
86'44'40"
E
20.95'
L57
S
08 °26'26"
E
7.11'
WETLAND #14
LINE
TABLE
LINE
BEARING
LINE
DISTANCE
L391
N
07'13'56"
E
36.30'
L392
N
15 027'08"
E
46.62'
L393
N
33 °42'06"
W
17.64'
L394
N
65'5655"
W
20.12'
L395
N
27'45'37"
E
17.40'
L396
N
05'09'19"
E
49.09'
L397
N
30'38'41 "
E
35.00'
L398
N
2642'10"
W
65.95'
L399
N
06'2927"
E
18.52'
L400
N
17'5727"
E
45.43'
L401
N
88'47'29"
E
39.01'
L402
N
19' 14'46"
E
59.06'
L403
N
13'29'34"
E
43.29'
L404
N
03 °32'28"
E
44.52'
L405
N
10 °57'03"
E
18.29'
L406
N
32'23'04"
W
14.96'
L407
N
58'2836"
W
39.22'
L408
N
73'26'26"
W
21.35'
L409
S
44`01'04"
W
17.89'
L410
S
14'36'1 4"
W
34.55'
L411
S
47 °18'08"
W
38.01'
L412
S
15'09'35"
W
36.04'
L413
S
3730'09"
W
16.12'
L414
N
81 619'28"
W
25.41'
L415
N
08'50'08"
E
33.14'
L416
N
61'18'34"
E
34.83'
L417
N
21'57'24"
E
45.89'
L418
N
01'54'24"
W
16.01'
L419
N
29'17'27"
W
37.36'
L420
N
49'06'19"
W
34.42'
L421
N
30'35'35"
W
27.68'
L422
N
00' 1524"
W
53.06'
1-423
N
35 °21'21"
W
36.48'
L424
N
41'00'28"
W
46.65'
L425
N
81'22'40"
W
24.19'
L426
N
23'49' 18"
W
36.47'
L427
N
88'38'15"
W
44.21'
L428
I S
72'50'40"
W
64.37'
L429
N
87 °02'20"
W
62.10'
L430
S
58'24' 10"
W
29.32'
L431
S
22'29'25"
W
8.82'
L432
S
64'2943"
W
18.97'
L433
S
72 °27'36"
W
26.21'
1434
S
43'34'03"
W
40.57'
L435
S
03' 14'04"
E
43.20'
L436
S
36'32'01 "
E
22.15'
L437
S
35'17'0 1 "
E
6.40'
L438
S
88 °50'36"
W
14.63'
L439
N
61'34'28"
W
16.74'
L440
S
46'51'57"
W
74.50'
L441
S
69'25'19"
W
29.22'
L442
S
10'23'18"
W
26.69'
L443
S
59-50'18"
W
25.52'
WETLAND
#14 LINE
TABLE
BEARING
CONT'D
LINE
BEARING
S
16 °02'53"
DISTANCE
L444
S
44 °22'06"
W
W
12.30'
L445
S
27'3724"
E
33.07'
57.15'
L446
S
19 °37'47"
E
L241
25.76'
L447
S
26 036'21 "
E
S
60.50'
L448
S
87059'17"
E
79 °40'22"
33.33'
L449
S
77'46'56"
E
W
73.35'
L450
S
55'06'00"
E
19.02'
25.21'
L451
S
17 620'12"
E
L247
51.86'
L452
S
24 °37'17"
E
S
50.35'
L453
S
19'21'39"
E
49 °25'37"
21.43'
L454
S
09'03'24"
E
W
36.97'
L455
S
21 °45'43"
E
42.25'
56.17'
L456
S
16'110'46"
E
L253
34.20'
L457
S
46'31'15"
W
S
30.94'
L458
S
78° 10'27"
W
70 °45'49"
25.90'
L459
N
25 °03'07"
E
W
57.49'
L460
N
30 °52'54"
W
26.90'
40.37'
L461
N
40022'26"
W
L259
45.21'
1-462
N
08047'48"
W
S
79.90'
L463
N
45 °07'06"
W
37 030'37'
76.83'
L464
N
74'29'13"
W
E
29.43'
L465
S
02 032'16"
E
26.98'
66.13'
L466
S
16'16'11 "
E
L265
88.51'
L467
S
18 °46'34"
E
N
45.82'
L468
S
07003'11 "
E
86'03'31 "
36.55'
L469
S
77 037'05"
E
E
25.29'
L470
S
06 °29'01"
W
34.45'
16.09'
L471
N
60 °46'13"
W
L271
66.91'
L472
S
62'36'47"
W
N
49.67'
L473
S
12 °28'02"
W
53' 12'02"
40.19'
L474
N
65 °03'26"
W
E
41.64'
L475
S
79 033'01 "
W
20.29'
34.78'
L476
N
60'35'51"
W
L277
20.67'
L477
S
62' 17'06"
W
N
16.66'
L478
N
42056'10"
W
40' 18'58"
20.04'
L479
N
18° 17'27"
E
W
48.00'
L480
N
39'40'29"
E
22.69'
50.46'
L481
N
45 °11'44"
E
L283
29.24'
L482
S
49 °30'20"
E
N
54.15'
L483
S
36 639'29"
E
63 °28'35"
11.67'
L484
S
59 °50'05"
E
W
17.66'
L485
I N
37'01'21"
E
13.38'
35.91'
L486
N
12 °45'40"
W
L289
57.49'
L487
N
06642'51"'
W
S
62.22'
L488
N
10014'46;"
E
21'36' 15"
32.40'
L489
N
41030'37 "
W
W
62.19'
L490
I N
26'50'50"
W
30.67'
49.48'
L491
N
15°42'43"
W
L295
37.33'
L492
N
33°56'03"
W
S
59.23'
L493
S
79 °02'42"
W
74' 17'11 "
16.30'
L494
S
77° 10'24"
W
E
15.42'
L495
S
11 °28'53"
W
38.58'
44.00'
L496
N
4803627"
W
L301
31.75'
L497
S
62'35'28"
W
54.30'
L498
S
68'02'06"
W
46.15'
L499
S
53'20'01"
W
54.29'
L500
S
43'26'07"
W
26.61'
L501
S
57 °28'47"
W
36.06'
L502
S
89 °05'13"
W
48.00'
L503
N
61-16'116 "
W
17.52'
L504
S
55'40'16"
W
44.46'
L505
S
65 648'00"
W
37.32'
L506
S
48 °48'03"
W
56.43'
L507
S
00'54'00"
W
34.48'
L508
N
73 °23'08"
W
103.01'
L509
N
58 °43'37"
E
58.35'
L510
N
500 10' 10"
E
45.10'
L511
N
49 °49'45"
E
50.14'
L512
N
72039'10"
E
33.89'
L513
N
42 °5608"
E
49.18'
L514
S
84 °22'36"
E
41.44'
L515
S
87'41'32"
E
26.08'
L516
N
71'50'52"
E
38.93'
1-517
N
81 ° 10' 17"
E
42.70'
L518
N
32 036'32"
E
54.26'
L519
N
66 °07'21"
E
49.01'
L520
N
79 °5824"
E
44.54'
L521
N
57 038'57"
E
58.05'
L522
N
66010'35"
E
57.13'
L523
N
36 °22'25"
E
96.91'
L524
N
06'46'06"
E
25.36'
L525
N
44 °22'32"
W
21.86'
L526
N
6457'55"
W
45.49'
L527
N
49 °01'37"
W
13.07'
L528
S
65'50'17"
E
20.87'
L529
N
83°44'35"
E
22.27'
L530
S
64 °51'19"
E
31.17'
L531
N
04'34' 15"
E
56.93'
L532
N
48 °4724"
E
26.96'
L533
N
31 °56'01"
W
15.55'
L534
N
44 °33'45"
W
42.04'
L535
N
18015'36"
W
33.52'
L536
N
16 °11'39"
W
17.31'
L537
N
19 °53'35"
E
89.71'
L538
N
40007'16"
W
33.73'
L539
N
52 °35'20"
W
8.56'
L540
S
84'48'46"
W
27.68'
L541
S
62'53'37"
W
38.67'
L542
S
40 634'35"
W
40.08'
L543
N
72'40'30"
W
48.48'
L544
S
46 °21'48"
W
56.76'
L545
N
45'06'42"
W
25.08'
1-546
N
36 °3225
E
40.17'
WETLAND
J14 LINE
TABLE
BEARING
CONT'D
LINE
BEARING
S
16 °02'53"
DISTANCE
L547
N
78'08'52"
E
W
39.36'
L548
N
66°5446"
E
33.07'
29.75'
L549
S
78 ®18'35"
E
L241
26.06'
L550
N
431738"
E
S
31.57'
L551
N
63'34'10"
W
79 °40'22"
21.36'
L552
N
44 °59'27"
W
W
27.58'
L553
S
88°52'31 "
E
19.02'
22.27'
L554
S
59 °58'31 "
E
L247
21.29'
L555
S
74 009'25"
E
S
31.72'
L556
N
87 610'27"
E
49 °25'37"
37.87'
L557
N
37'4223"
E
W
51.15'
L558
N
85 °04'45"
E
42.25'
21.00'
L559
N
72 025'58"
E
L253
45.35'
L560
N
68°21' 15"
E
S
29.47'
L561
S
63 °28'35"
E
70 °45'49"
82.75'
L562
S
13 °21'59"
E
W
6.82'
L563
N
88 020'34"
W
26.90'
29.54'
L564
N
80"50'47"
W
L259
22.22'
L565
S
87 °06'51 "
W
S
35.92'
L566
S
61 °45'38"
W
37 030'37'
40.21'
L567
S
41 °05'40"
W
E
48.76'
L568
S
06°42'00"
W
26.98'
38.41'
L569
S
23 °11'37"
W
L265
55.47'
L570
S
31 °40'06"
E
N
26.83'
L571
S
25°26'04"
E
86'03'31 "
39.37'
L572
S
20 °28'39"
E
E
45.94'
L573
S
34 °59'46"
E
34.45'
33.99'
L574
N
56'28'04"
E
L271
34.96'
L575
S
84 °11'25"
E
N
15.22'
L576
N
7904'44"
E
53' 12'02"
48.40'
L577
S
82 °3449"
E
E
45.42'
L578
N
84°51'34"
E
20.29'
36.07'
L579
N
70 °06'27"
E
L277
28.66'
L580
N
72'58' 10"
E
N
26.80'
L581
N
87049'40"
E
40' 18'58"
49.91'
L582
S
35 °22'45"
E
W
45.34'
L583
S
59' 19'26"
E
22.69'
37.16'
L584
S
88 °06'57"
E
L283
16.28'
L585
N
43 °05'33"
E
N
34.71'
L586
N
63'58'58"
E
63 °28'35"
44.01'
L587
N
66°5354"
E
W
48.63'
L588
S
09'37'40"
E
13.38'
49.28'
L589
N
81 °07'53"
W
L289
54.07'
L590
S
45 °04'36"
W
S
58.37'
L591
S
03 °54'37"
W
21'36' 15"
46.40'
L592
S
17'25'11 "
E
W
75.09'
L593
S
63 °39' 17"
E
30.67'
108.81'
L594
S
51 °24'41 "
E
L295
35.65'
L595
N
77 °1547"
E
S
43.94'
L596
N
69'28'25"
E
74' 17'11 "
40.08'
1-597
S
15#1 O' 16"
E
E
17.85'
L598
S
64° 11'18"
W
38.58'
42.09'
L599
S
34 °55'45"
W
L301
44.54'
L600
S
07'25'47"
W
44.78'
L601
S
00021'09"
W
27.02'
L602
S
71'42'41 "
E
27.39'
L603
S
58'25' 19"
E
8.07'
L604
S
06'21'03"
W
28.62'
L605
S
05° 15'18"
E
19.99'
L606
N
8426'32"
W
9.40'
L607
S
71 °50'03"
W
33.13'
L608
S
52' 14'17"
W
47.84'
L609
S
41 °10'26"
W
44.67'
L610
S
14'46'59"
E
49.09'
L611
S
00 °32'24"
W
77.84'
L612
S
12 °00' 11 "
E
51.39'
L613
S
08638'36"
E
22.18'
L614
S
23017'32"
W
31.08'
L615
S
23 °32' 14"
W
26.86'
L616
S
57 002'48"
W
9.45'
L617
S
6523'14"
W
23.64'
WETLAND #15
LINE TABLE
LINE
BEARING
DISTANCE
L237
S
16 °02'53"
W
17.98'
L238
S
77'4942"
W
34.98'
L239
S
64'19'11 "
W
33.07'
L240
S
49 050'01 "
W
36.13'
L241
S
66' 1225"
W
42.39'
L242
S
78 °13'23"
W
18.68'
L243
N
79 °40'22"
W
34112'
L244
N
60'57'18"
W
27.40'
L245
N
71 °23'02'
W
19.02'
L246
N
82'51'59"
W
23.40'
L247
S
45 °45'24"
W
32.84'
L248
S
28 °53'42"
W
57.03'
L249
S
49 °25'37"
W
27.56'
L250
S
78'1445"
W
23.91'
L251
S
68'04'03"
W
42.25'
L252
S
14'115'41 "
W
20.13'
L253
S
81 *48'18"
W
31.27'
L254
S
85 °19'03"
W
40.41'
L255
S
70 °45'49"
W
32.97'
L256
S
65'37' 19"
W
40.73'
L257
S
74'40'03"
W
26.90'
L258
N
89 °4525'
W
25.26'
L259
S
73 °05'53"
W
23.19'
L260
S
78 °49'20"
W
33.33'
L261
N
37 030'37'
W
57.77'
L262
N
71 °46' 1 1 "
E
51.07'
L263
N
68'00'51"
E
26.98'
L264
N
86 °45'24'
E
26.02'
L265
S
89 °03'25"
E
31.92'
L266
N
71-36'T5'
--E
36.72'
L267
N
86'03'31 "
E
45.78'
L268
N
78 °07'45'
E
36.05'
L269
N
78 °27'41 "
E
34.45'
L270
N
60'1936"
E
34.56'
L271
N
44°32'14"
E
22.22'
L272
N
35 °51'19"
E
36.72'
L273
N
53' 12'02"
E
19.80'
L274
N
03 °40'56"
E
31.75'
L275
N
29 044'00'
W
20.29'
L276
N
01'06'42"
E
29.63'
L277
N
11 °06'30"
E
30.41'
L278
N
24 °07'04"
W
18.10'
L279
N
40' 18'58"
W
27.90'
L280
N
20'00'41'
W
20.69'
L281
N
20 °05'53'
W
22.69'
L282
N
81'19'02"
W
9.70'
L283
N
00'27'06"
E
56.35'
L284
N
35-05'20"-W
7.69'
L285
S
63 °28'35"
E
69.45'
L286
S
02° 18'13"
W
37.6 1 '
L287
S
18 °2100"
W
13.38'
L288
S
41 °48'06"
E
20.96'
L289
S
25 °18'43"
E
21.22'
L290
S
21 °37'03"
W
23.88'
1-291
S
21'36' 15"
E
30.00'
L292
S
12'15'40"
W
16.38'
L293
S
31'47'23"
E
30.67'
L294
S
74 °51'46"
E
66.16'
L295
S
86 °02' 12"
E
33.73'
L296
S
75 °07'25"
E
35.06'
L297
N
74' 17'11 "
E
32.08'
L298
N
82 °41'32"
E
31.38'
L299
N
26'15'05"
E
38.58'
L300
N
62' 1 O' 10"
E
20.77'
L301
S
80'51'28"
E
41.56'
For Sites Where The Entire Actual Jurisdictional Boundary Is Depicted:
"This certifies that this copy of this plat accurately depicts the boundary
of tc,e jurisdiction of Section 404 of the Clean Water Act 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 for a period not to exceed five years from this date.
This determination was made utilizing the appropriate Regional
Supplement to the 1987 Corps of Engineers Wetlands Delineation Manual."
Regulatory Official
Title
Date
USACE Action ID
THIS IS NOT A BOUNDARY SURVEY. THIS MAP WAS CREATED FROM
A PREVIOUS WETLAND DELINEATION SURVEY PERFORMED BY MICHAEL
UNDERWOOD, PLS TITLED "WETLANDS SURVEY FOR TRASK LANDS," DATEID
JULY 2005. SAID SURVEY IS PART OF ARMY CORPS OF ENGINEERS
FILE 200401067 ORIGINALLY SIGNED ON 11/23/05 BY ACOE AGENT/R.P.
THIS MAP HAS THE SINGLE PURPOSE OF UPDATING THIS WETLAND DELINEATION
FILE AND DOES NOT REFLECT ANY CHANGES, ADDITIONS, OR REVISIONS' TO ANY
POINT OR LINE AS SHOWN ON THE PREVIOUS SURVEY BY MICHAEL UN'DERWOOD.
THIS MAP IS OF AN EXISTING BUILDING OR OTHER STRUCTURE, OR NF: °URAL
FEATURE, SUCH AS A WETLAND DELINEATION AS SHOWN HEREON.

s�
FA
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VICINITY MAP
NO SCALE
:lwi o
TYMAL '.
(NOT TO EXCEED
NOT • SCALE
irk A j
� �d"ina was c nductLed Ly I
�,Span ier Environmental, inc.
L
Approximate locations
Y proposed wetiand l"3 earn
(see attached impact dotak _a nd
table for additional in'orma -H- , ;1)
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WO
BOOK 1756 PAGE 902
PR7
12.
0
C.A.
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5.46
o o
(ACTIVE RECREATION)
fl
PR10
�N-�o
LINE 10
13.
14.
-NOW OR FOR�..IERLY-
-
MITCHELL.
� 3
BOOK 1756 PA E 902
(ACTIVE RECREATION)
FLCINERY BRANCH LANE
6,
PARMELE ROAD
PREPARED BY CAPE FEAR
ENGINEERING, INC., DATED
AUGUST, 2001. MAP ENTITLED
NEW HANOVER COUNTY JAIL
HOUSE SITE, PROPOSED
BOUNDARY.
WIN
PROPOSED UNITS IN TOWNHOMES SITE
G
150 UNITS PROPOSED
PR7
12.
c�
C.A.
vc�
5.46
ACRES
(ACTIVE RECREATION)
fl
PR10
C
LINE 10
13.
14.
THIS PROPERTY IS ZONED R -10.
ALL COMMON AREAS AND S70RU WATER FACIU71ES TO BE M41NTAINED BY HOMEOWNERS ASSOCIATION.
C.A.
2
1.71
ACRES
(ACTIVE RECREATION)
FLCINERY BRANCH LANE
LINE 13
PR13
N07ES AND DETAILS
-NOW OR FORMERLY-
-NOW OR FORMERLY- .
POPE
POPE ;
BOOK 403 PAGE 106
BOOK 1763 PAGE 373
o Z
-NOW OR FORMERLY _
o
POPE
z�
BOOK 1763 PAGE 373
�o
x 0.03
o�
16.
STORM WATER TO BE PROWDED BY STORM WATER PONDS AND WILL BE
-
4
.75
00
(PASSIVE)
10.62 ACRES REQ.
-_
R -15
C.A.
;
°o
KNG:X
(PASSIVE)
PREPARED BY CAPE FEAR
ENGINEERING, INC., DATED
AUGUST, 2001. MAP ENTITLED
NEW HANOVER COUNTY JAIL
HOUSE SITE, PROPOSED
BOUNDARY.
WIN
PROPOSED UNITS IN TOWNHOMES SITE
SMALL STREAM COURT
150 UNITS PROPOSED
PR7
12.
STREET LIGHTS WILL BE PLACED PER THE REQUIREMENTS OF THE ZONING ORDINANCE.
C.A.
1
5.46
ACRES
(ACTIVE RECREATION)
PROPOSED SINGLE FAMILY LOTS
PR10
204 LOTS SHOWN
LINE 10
13.
14.
THIS PROPERTY IS ZONED R -10.
ALL COMMON AREAS AND S70RU WATER FACIU71ES TO BE M41NTAINED BY HOMEOWNERS ASSOCIATION.
C.A.
2
1.71
ACRES
(ACTIVE RECREATION)
FLCINERY BRANCH LANE
LINE 13
PR13
N07ES AND DETAILS
Z
2
PR14
354 PROPOSED UNI•I5
o
0
15.
ALL ROCREA770N OPEN SPACE (ACT)VE AND PASSIVE) TO BE DEDIC47ED TO HOMEOWNERS ASSOCIA7710H
C.A.
J
2.90
ACRES
(PASSIVE)
REQUIRED RECREATION SPACE (TOT. I OF UNITS x 0.03)
PARSONS MILL FARM - 354 UNITS
x 0.03
16.
STORM WATER TO BE PROWDED BY STORM WATER PONDS AND WILL BE
C.A.
4
.75
ACRES
(PASSIVE)
10.62 ACRES REQ.
APPROVED BY N.H. COUNTY ENGINEERING AND BY THE NORTH CAROUNA
WATER QUALITY DVNSION.
C.A.
5
1.72
ACRES
(PASSIVE)
c.
•
1
1Z
PARKING FOR MUL77- FAMILY SITE WILL HAVE A MINIMUM OF 2 SPACES PER
C.A.
6
3.51
ACRES
(PASSIVE)
TOTAL RECREATION SPACE REQUIRED x a5 MUST BE ACTIVE
LU
>
i0.62 ACRES REQ.
0. 5 (ACTIVE)
UNIT AND WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
C.A.
7
2. 19
ACRES
(PASSIVE)
OPEN SPACE (PARKS, TOT LOTS, SOCCER FIELDS, ETC.)
)
z
REQUIRED
i8.
STREET CONNEC 27 LINKS / 20 NOD 1.35
20 FT. BETWEEN
C.A.
S
2.00
ACRES
(PASSIVE)
LLJ
5.31 AC.
19.
SETBACK REQUIREMENTS: 10' BETWEEN S.F. UCTURES,
MUL77-F ILY UCTURES
C.A.
9
0. 15
ACRES
(PASSIVE)
THE ACTIVE OPEN SPACE is LOCATED AT THE ENTRANCE OFF
17 AC. SHOWN
20.
THIS PROPERTY IS NOT LOCATED WITHIN A SPECIAL 100 YR. FLOOD H42ARD AREA
C.A.
10
5.26 ACRES
(PASSIVE TOWNHOME AREA)
HWY. 132 WITH PROPOSED AMENITIES
7
21.
ALL STREETS ARE TO BE TO NC DOT STANDARDS AND ALSO MEET 774E FIRE SERVICES
ACCESS ROADS REQUIREMENTS.
C.A.
11
14.15 ACRES (UNDISTURBED NATURAL AREA)
774IS PROPERTY IS NOT LOCATED WITHIN A FLOOD H42AR0 AREA
22.
NO CLASS IV SOILS ARE ! TED ON SITE ACCORDING TO THE NEW HANOVER COUNTY
i "
r • _ z :1 *1
PROPERTY LINE PER SURVEY
PREPARED BY CAPE FEAR
ENGINEERING, INC., DATED
AUGUST, 2001. MAP ENTITLED
NEW HANOVER COUNTY JAIL
HOUSE SITE, PROPOSED
BOUNDARY.
IIT, 71
CO COVER SHEET
Ci GRADING, DRAINAGE AND EROSION CONTROL PLAN
C2 GRADING, DRAINAGE AND EROSION CONTROL PLAN
C3 GRADING, DRAINAGE AND EROSION CONTROL PLAN
C4 GRADING, DRAINAGE AND EROSION CONTROL PLAN
C5 GRADING, DRAINAGE AND EROSION CONTROL PLAN (OFF -SITE)
C6 GRADING, DRAINAGE AND EROSION CONTROL PLAN (OFF -SITE)
C7 GRADING, DRAINAGE AND EROSION CONTROL PLAN (OFF -SITE)
C8 U7111 ITY PLAN
C9 U71f_ITY PLAN
CIO U7E ITY PLAN
C11 U7111-ITY PLAN
C12 LAYOUT PLAN
C13 LAYOUT PLAN
C14 LAYOUT PLAN
C15 LAYOUT PLAN
C16 NOTES AND DETAILS
C17 NOTES AND DETAILS
C18 NOTES AND DETAILS
C19 NOTES AND DETAILS
C20 NOTES AND DETAILS
PRO COVER SHEET (PLAN AND PROFILE)
PRi HUNTSMAN DRIVE LINE 1
PR2 DUTCH COVE COURT LINE 2
PR2 DAFFODIL DRIVE LINE 3
PR3 PARSONS MILL DRIVE LINE 4
PR4
PR5
PR6 PERENNIAL GARDENS COURT LINE 5
PR6
SMALL STREAM COURT
LINE 6
PR7
SADDLEBROOK DRIVE
LINE 7
PR8
•
LINE 8
PR9
CREEKSTONE LANE
LINE 9
PR10
CHERRY GROVE DRIVE
LINE 10
PR11
CRANBERRY DRIVE
LINE 11
PR11
CRABAPPLE COURT
LINE 12
PR12
FLCINERY BRANCH LANE
LINE 13
PR13
N07ES AND DETAILS
Z
2
PR14
NC -TES AND DETAILS
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CO COVER SHEET
Ci GRADING, DRAINAGE AND EROSION CONTROL PLAN
C2 GRADING, DRAINAGE AND EROSION CONTROL PLAN
C3 GRADING, DRAINAGE AND EROSION CONTROL PLAN
C4 GRADING, DRAINAGE AND EROSION CONTROL PLAN
C5 GRADING, DRAINAGE AND EROSION CONTROL PLAN (OFF -SITE)
C6 GRADING, DRAINAGE AND EROSION CONTROL PLAN (OFF -SITE)
C7 GRADING, DRAINAGE AND EROSION CONTROL PLAN (OFF -SITE)
C8 U7111 ITY PLAN
C9 U71f_ITY PLAN
CIO U7E ITY PLAN
C11 U7111-ITY PLAN
C12 LAYOUT PLAN
C13 LAYOUT PLAN
C14 LAYOUT PLAN
C15 LAYOUT PLAN
C16 NOTES AND DETAILS
C17 NOTES AND DETAILS
C18 NOTES AND DETAILS
C19 NOTES AND DETAILS
C20 NOTES AND DETAILS
PRO COVER SHEET (PLAN AND PROFILE)
PRi HUNTSMAN DRIVE LINE 1
PR2 DUTCH COVE COURT LINE 2
PR2 DAFFODIL DRIVE LINE 3
PR3 PARSONS MILL DRIVE LINE 4
PR4
PR5
PR6 PERENNIAL GARDENS COURT LINE 5
PR6
SMALL STREAM COURT
LINE 6
PR7
SADDLEBROOK DRIVE
LINE 7
PR8
PLUM TREE LANE
LINE 8
PR9
CREEKSTONE LANE
LINE 9
PR10
CHERRY GROVE DRIVE
LINE 10
PR11
CRANBERRY DRIVE
LINE 11
PR11
CRABAPPLE COURT
LINE 12
PR12
FLCINERY BRANCH LANE
LINE 13
PR13
N07ES AND DETAILS
Z
2
PR14
NC -TES AND DETAILS
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