20140656 Ver 1_401 Application_20140614

WITHERS & R"ENEL
engineers i planners i surveyors
1410 COMMONWEALTH DRIVE, SUITE 101
WILMINGTON, NORTH CAROLINA, 28403
(910) 256 -9277
FAX [phone]
TO: NC Division of Water Resources
512 N. Salisbury Street; 9th Floor
Raleigh, NC 27604
LOM OF VnZM% VVzU
DATE 6/24/14
1 JOB NO. 02130105.00
ATTENTION Ms. Karen Higgins
PHONE # [phone]
RE: Lake Castleberry Dam Rehab - Apex, Wake
County
NWP 3 PCN Submittal (Courtesy Co
02130105.00
NWP 3 Submittal
1
6/24/14
02130105.00
WE ARE SENDING YOU ® Attached ❑ Under separate cover
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples
❑ Copy of Letter ❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
3
6/23/14
02130105.00
NWP 3 Submittal
1
6/24/14
02130105.00
CD of PCN
THESE ARE TRANSMITTED as checked below:
❑ copies for
® For approval ❑ Approved as submitted Resubmit approval
copies for
❑ For your use ❑ Approved as noted ❑ Submit distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and
comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Signature:
Date:
COPY TO: Fide If enclosures are not as notegI kipg69otT1r8VtEV&cfsley

WITHERS � RAVEN EL
June 23, 2014
US Army Corps of Engineers
Regulatory Field Office
Mr. James Lastinger
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
ENGINEERS I PLANNERS I SURVEYORS
NC- Division of Water Resources
401 & Buffer Permitting Unit
Ms. Karen Higgins
1617 Mail Service Center
Raleigh, North Carolina 27699
Re: Lake Castleberry Dam Rehabilitation — NWP 3 PCN Submittal
W &R Project #02130105.00
Dear Mr. Lastinger and Ms. Higgins,
On behalf of Standard Pacific Homes - Raleigh, we are requesting authorization from the USACE to
use NWP 3 for 0.046 acres of permanent wetland impacts, 20 if of permanent stream impacts and
0.037 acres of open water impacts for construction activities associated with the rehabilitation of
the exiting Lake Castleberry dam. Please note that this application is being provided to NCDWR as a
courtesy, as the proposed project does not require written authorization from NCDWR.
The proposed project is located on a ±26 acre parcel (PIN 0713822568), located north of the
intersection of Castleberry Road and Sleepy Valley Road in Apex (Latitude: 35.7621 °N; Longitude: -
78.9404 °W). The project is located in both Wake and Chatham Counties, as the county line runs
through the dam. Castleberry Lake is located in the Cape Fear River basin and drains to White Oak
Creek. The Water Quality Classification for White Oak Creek is WS- V;NSW;CA and the Stream Index
Number is: 16- 41- 6- (3.5). The cataloging unit for the site is 03030002.
Proposed Proiect
The purpose of the proposed project is to rehabilitate the existing Lake Castleberry dam. The dam is
currently structurally unsound and needs to be repaired to prevent a catastrophic failure. Previous
overtopping of the dam has caused significant erosion of the downstream face, as well as caused
numerous large trees growing on the dam to fall, which has compromised the structural integrity of
the dam. Also, wave action has caused significant erosion to the upstream dam face. Currently, the
outfall pipe is clogged, and the primary spillway on the southern end of the dam is acting as the
primary outlet. The emergency spillway on the northern end of the dam is not functioning at all, as
evidenced by the over topping of the dam during significant storm events.
In order to improve the dam to meet Dam Safety requirements, the dam must be increased in height
by two feet to prevent over topping, and widened to increase strength and stability. The dam will be
widened by buttressing the new section of dam to the existing dam to increase strength and
stability. The dam will be widened an average of 30 if beyond the existing footprint of the dam on
the downstream side, with the greatest expansion being approximately 50 If. Also, the outfalls must
be upgraded. This will be accomplished by replacing the existing 18" RCP which is currently clogged
to handle base flow and normal pool. The primary spillway currently consists of rip -rap, and will be
upgraded to a concrete drop spillway to handle outfall during normal storm events. The proposed
drop spillway will be constructed in the location of existing retaining walls and rip -rap which was
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
www.withersravene[.com I License No. C -0832

Lake Castleberry Dam Rehab
06/23/14
previously impacted, and does not constitute a stream impact. There will be rip -rap placed within
the stream below the drop spillway outside of the footprint of the previous rip -rap, which has been
assessed as a permanent stream impact (Stream Impact #1). The emergency spillway will be
cleaned out and reestablished in order to handle outfatt during the loo year storm event, which will
prevent over topping of the dam during extreme storm events.
The expansion /widening of the dam will occur on the downstream side of the dam, and there will be
no expansion of the footprint of the dam within the lake. Also, the existing normal pool elevation of
the lake ( ±268') will be maintained, and the proposed dam rehab will not affect the normal water
level of the lake upon completion of construction.
In order to prevent future erosion from wave action, there will be shoreline stabilization measures
installed along the upstream face of the dam. The proposed shoreline stabilization will consist of
geo -grid, which is a ±6" deep honeycomb -like structure, which will be put in place and backfitted
with soil and seeded so that grass will grow overthe geo -grid. The shoreline stabilization will be
installed approximately 2 if above and 2 if below the normal pool of the lake. The majority of the
proposed shoreline stabilization will be located on top of the existing fill slope of the dam. The
shoreline stabilization at the emergency spillway at the northern end of the dam will extend past the
existing footprint of the dam into the lake, which has been assessed as an impact to open waters
(Open Water Impact #1).
In order to safely complete the proposed construction, the water level within the lake will be
dropped by 8'. Foster Lake & Pond Management completed a bathymetric survey of the lake and
determined that there would still be plenty of water for fish to survive with the lake level being
lowered by 8', assuming that an aeration system is installed adn operated throughout the duration
of the project in order to keep oxygen levels high.
Project History
The delineation of the jurisdictional wetlands and streams within the proposed dam rehabilitation
project area were approved as part of the Corps' Jurisdictional Determination for the Johnson
Assemblage property (SAW -2013- 01277) issued 9/18/13, which has been provided as an Appendix.
Proposed Impacts
The proposed impacts consist of 0.046 acres of permanent wetland impacts, 20 if of permanent
stream impacts and 0.037 acres of open water impacts.
The proposed 0.046 acres of permanent wetland impacts will occur from the widening of the
downstream face of the dam to increase the strength and stability of the dam. Widening of the dam
will be accomplished by buttressing the new section of dam to the downstream face of the dam. The
dam will not be widened into Lake Castleberry.
The proposed 20 if of permanent stream impacts will occur from the placement of rip -rap below the
proposed drop- spillway in order to dissipate flow and prevent erosion. Please note that the
proposed drop- spillway will be constructed within the existing footprint of the existing retaining
walls and rip -rap, and therefore have not been assessed as new impacts.
WITHERS RAVENEL Page 2 of 3
ENGINEERS I PLANNERS I SURVEYORS

Lake Castleberry Dam Rehab
06/23/14
The proposed 0.037 acres of open water impacts will occur from installation of the geo -grid as
shoreline stabilization to prevent future erosion from wave action. Open water impacts have been
assessed for areas where the geo -grid will be installed beyond the existing fill slope of the dam.
Open water impacts were not assessed for geo -grid placed within the existing fill slope of the dam.
Avoidance and Minimization
The proposed dam rehabilitation has been designed to minimize impacts to the greatest extent
possible while ultimately meeting dam safety standards.
During construction, the water level within the lake will be dropped by 8'. An aeration system will be
installed and operated for the duration of construction to ensure that oxygen levels within the lake
remain high to support aquatic life.
Mitigation
Since the proposed impacts are part of the maintenance of the existing dam, and impacts are
minimal, no mitigation is proposed.
The current request is for 0.046 acres of permanent wetland impacts, 20 if of permanent stream
impacts and 0.037 acres of open water impacts (see the attached maps and PCN for details).
Please feel free to call if you have questions or require additional information.
Sincerely,
Troy Beasley
Environmental Scientist
Attachments:
• PCN Form
• Agent Authorization & Access Authorization
• USGS Quad
• Soil Survey
• Corps Jurisdictional Determination
• Impact Exhibits
WITHERS RAVENEL Page 3 of 3
ENGINEERS I PLANNERS I SURVEYORS

o�OF W A
TF9QG
Cm
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification PCN Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: NWP 3 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
N Yes
❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
N 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
N Yes ❑ No
For the record only for Corps Permit:
❑ Yes N 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
N No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In
below.
❑ Yes
N No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
N No
2.
Project Information
2a.
Name of project:
Lake Castleberry Dam Rehabilitation
2b.
County:
Wake /Chatham County
2c.
Nearest municipality / town:
Apex
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Michael Yang
3b.
Deed Book and Page No.
Book: 2751; Page: 433
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
210 Edinburgh Drive
3e.
City, state, zip:
Cary, NC 27511
3f.
Telephone no.:
919 - 602 -8958
3g.
Fax no.:
3h.
Email address:
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Contract Purchaser
4b.
Name:
Gray Methven — Director of Land Development
4c.
Business name
(if applicable):
Standard Pacific Homes, Raleigh
4d.
Street address:
1100 Perimeter Park Drive; Suite 112
4e.
City, state, zip:
Morrisville, NC 27560
4f.
Telephone no.:
919 - 465 -5930
4g.
Fax no.:
4h.
Email address:
gmethven @stanpac.com
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Troy Beasley
5b.
Business name
(if applicable):
Withers and Ravenel
5c.
Street address:
1410 Commonwealth Drive, Suite 101
5d.
City, state, zip:
Wilmington, NC 28403
5e.
Telephone no.:
910 - 256 -9277
5f.
Fax no.:
910 - 256 -2584
5g.
Email address:
tbeasley @withersravenel.com
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
1 a.
Property identification no. (tax PIN or parcel ID):
PIN: 0713822568
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.7621 Longitude: - 78.9404
(DD.DDDDDD) (- DD.DDDDDD)
1 c.
Property size:
±26 acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Lake Castleberry; IT to White Oak Creek
(Stream Index: 16- 41- 6 -(3.5)
2b.
Water Quality Classification of nearest receiving water:
WS- IV;NSW;CA
2c.
River basin:
Cape Fear - 03030002
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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 site currently consists of Lake Castleberry and undeveloped woodlands. The general land use in the vicinity consists
of residential development.
3b.
List the total estimated acreage of all existing wetlands on the property:
There are ±0.046 acres of wetlands within the project area. The project area consists of the area within the proposed
dam rehabilitation footprint. See enclosed plans for details.
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
There is ±20 If of streams within the project area.
3d.
Explain the purpose of the proposed project:
The purpose of the proposed project is to rehabilitate the existing Lake Castleberry dam. The dam is currently structurally
unsound and needs to be repaired to prevent a catastrophic failure. Previous overtopping of the dam has caused
significant erosion of the downstream face, as well as caused numerous large trees growing on the dam to fall, which has
compromised the structural integrity of the dam. Also, wave action has caused significant erosion to the upstream dam
face. Currently, the outfall pipe is clogged, and the primary spillway on the southern end of the dam is acting as the
primary outlet. The emergency spillway on the northern end of the dam is not functioning at all, as evidenced by the over
topping of the dam during significant storm events.
3e.
Describe the overall project in detail, including the type of equipment to be used:
In order to improve the dam to meet Dam Safety requirements, the dam must be increased in height by two feet to
prevent over topping, and widened to increase strength and stability. The dam will be widened by buttressing the new
section of dam to the existing dam to increase strength and stability. The dam will be widened an average of 30 If beyond
the existing footprint of the dam on the downstream side, with the greatest expansion being approximately 50 If. Also, the
outfalls must be upgraded. This will be accomplished by replacing the existing 18" RCP which is currently clogged to
handle base flow and normal pool. The primary spillway currently consists of rip -rap, and will be upgraded to a concrete
drop spillway to handle outfall during normal storm events. The proposed drop spillway will be constructed in the location
of existing retaining walls and rip -rap which was previously impacted, and does not constitute a stream impact. There will
be rip -rap placed within the stream below the drop spillway outside of the footprint of the previous rip -rap, which has been
assessed as a permanent stream impact (Stream Impact #1). The emergency spillway will be cleaned out and
reestablished in order to handle outfall during the 100 year storm event, which will prevent over topping of the dam during
extreme storm events.
The expansion /widening of the dam will occur on the downstream side of the dam, and there will be no expansion of the
footprint of the dam within the lake. Also, the existing normal pool elevation of the lake ( ±268') will be maintained, and the
proposed dam rehab will not affect the normal water level of the lake upon completion of construction.
In order to prevent future erosion from wave action, there will be shoreline stabilization measures installed along the
upstream face of the dam. The proposed shoreline stabilization will consist of geo -grid, which is a ±6" deep honeycomb -
like structure, which will be put in place and backfilled with soil and seeded so that grass will grow over the geo -grid. The
shoreline stabilization will be installed approximately 2 If above and 2 If below the normal pool of the lake. The majority of
the proposed shoreline stabilization will be located on top of the existing fill slope of the dam. The shoreline stabilization
at the emergency spillway at the northern end of the dam will extend past the existing footprint of the dam into the lake,
which has been assessed as an impact to open waters (Open Water Impact #1).
In order to safely complete the proposed construction, the water level within the lake will be dropped by 8'. Foster Lake &
Pond Management completed a bathymetric survey of the lake and determined that there would still be plenty of water for
fish to survive with the lake level being lowered by 8', assuming that an aeration system is installed and operated
throughout the duration of the project in order to keep oxygen levels high.
Standard commercial construction equipment will be used to complete the dam rehabilitation.
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes El No El Unknown
project (including all prior phases) in the past.
Comments:
4b.
If the Corps made the jurisdictional determination, what type
El Preliminary ®Final
of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Withers & Ravenel
Name (if known): Troy Beasley — W &R
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or
State determinations and attach documentation.
The Corps issued a formal JD for the Johnson Assemblage project (SAW- 2013- 01277), which includes the parcel on
which the dam rehabilitation will take place. A copy of the JD has been provided as an Appendix.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
❑ Yes ❑ No ® Unknown
this project (including all prior phases) in the past?
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® 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.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary (T)
Wetland Impact #1
® P El T
Fill
Headwater Forest
® Yes
El No
® Corps
® DWQ
0.015 acres
Wetland Impact #2
Fill
Headwater Forest
® Yes
® Corps
0.031 acres
® P El T
El No
® DWQ
2g. Total wetland impacts
0.046 acres
2h. Comments: Wetland impacts will occur from expansion of the dam footprint to improve strength.
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.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Stream Impact #1
Installation of Rip-
UT to White Oak
® PER
® Corps
10,
20 If
❑ P ❑ T
Rap
Creek
❑ INT
® DWQ
3h. Total stream and tributary impacts
20 If
3i. Comments: The stream impacts will occur from placement of rip -rap below the drop spillway where there currently is no rip -
rap. The proposed drop spillway will be constructed within the location of existing rip -rap and concrete retaining walls, which
previously impacted the stream, and no impacts have been assessed from construction of the drop spillway.
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.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
Open Water
Fill for installation of geo -grid for
Impact #1
Lake Castleberry
shoreline stabilization beyond
Lake
0.037 acres
® P ❑ T I
I existing dam fill footprint
4f. Total open water impacts
0.037 acres
4g. Comments: Open water impacts from installation of the geo -grid for shoreline stabilization have been assessed only in the
areas where the geo -grid will be located outside of the existing footprint of the dam. Open water impacts have not been
assessed where the geo -grid will be installed within the existing fill footprint of the dam.
Page 6 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
K Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ 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 DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ® Other: Jordan Lake
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary (T)
impact
required?
B1 ❑P ❑T
El Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments: The dam rehabilitation project area is located within both the Apex and Chatham County jurisdictions within the
Jordan Lake basin. Dam rehabilitation is an "Exempt" activity in both the Apex and Chatham County buffer ordinances.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The dam rehabilitation has been designed to minimize impacts to the greatest extent possible while ultimately rehabilitating
the dam to meet dam safety standards.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
During construction, the lake level will be dropped approximately 8' to allow for safe construction of the dam, as well as
preventing increased turbidity of the water within the lake and downstream waters. Also, silt fencing will be installed around all
disturbed areas to prevent sediment from escaping the construction areas.
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non - riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
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.
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).
Page 8of12
PCN Form — Version 1.3 December 10, 2008 Version

6h. Comments:
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® 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.
Comments: The project consists of the rehabilitation of the existing dam, and will not
❑ Yes ❑ No
result in impervious area that requires diffuse flow.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
/A %
2b.
Does this project require a Stormwater Management Plan?
FEEJ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: The
project consists of the rehabilitation
of the existing dam, and will not result in impervious area that requires stormwater management.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ 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 ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal 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
attached?
❑ Yes ❑ No
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 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes
® 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)?
1 c.
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 Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after - the -fact permit application?
❑ Yes
® 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
❑ 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 consists of the rehabilitation of the existing dam, and will not be a catalyst for future development.
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.
N/A
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will 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
❑ Yes ® No
impacts?
❑ Raleigh
5c.
If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d.
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
W &R reviewed the NC Natural Heritage Program ( NCNHP) database, located at
http: / /www.ncnhp.org /web /nhp /database - search, and NCNHP GIS data, obtained from John Finnegan, to determine if
there were any known occurrences of federally protected species within 2.0 miles of the proposed project. The review of
the NCNHP GIS data did not identify any recent occurrences of endangered species or critical habitat on the subject
property or within 2.0 miles of the project. Furthermore, pedestrian surveys conducted within the project area did not
identify the presence of any federally protected species or their potential habitat. Therefore, the proposed project will
have No Effect on federally protected species.
6.
Essential Fish Habitat (Corps Requirement)
6a. Will 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?
There are no waters classified as EFH in Wake or Chatham County.
7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a.
Will this project occur in or near an area that the state, federal or tribal
governments 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? W &R
reviewed the NC State Historic Preservation Office's online database, located at: htti): / /gis.ncdcr.gov /hi)oweb /, to
determine if there were any known historic or cultural resources within or in the vicinity of the proposed project. The
database review did not identify any known resources within 0.25 miles of the proposed project.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b.
If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? www.ncfloodmaps.com
Troy Beasley — W &R
6/23/14
Authorized Agent
Applicant /Agent's Printed Name
Date
Applicant /Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION &
ACCESS AUTHORIZATION FORMS

WITHERS ��'-�-RAVENEL
ENGINEERS ( PLANNERS SURVEYORS
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser Standard Pacific of the Carolinas (Client) does hereby
appoint Troy Beasley / Withers & Ravenel. Inc. as his, her, or it's agent for the purpose of
petitioning the appropriate local, state and federal environmental regulatory agencies (US Army
Corps of Engineers, NC Division of Water Quality, NC Division of Coastal Management, etc.) for:
a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands,
streams, riparian buffers, etc.) and /or; b) preparation and submittal of appropriate environmental
permit applications /requests for the ±110 acre Johnson Assemblage Project. ,
The Client does hereby authorize that said agent has the authority to do the following acts on
behalf of the owner:
(1) To submit appropriate requests /applications and the required supplemental
materials;
(2) To attend meetings to give representation on behalf of the Client. .
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or termination by
the Client.
Agent's Name, Address & Telephone:
Troy Beasley /Withers & Ravenel, Inc.
1410 Commonwealth Drive, Suite 101
Wilmington, NC 28403
Tel. [phone]
Date: JE2- -) 7, 13
Signature of Client:
/�7(ey 6, 1.x4. 0
(Name - Print) (Tit— le
(Si nature)
Mailing Address
City State Zip
Phone:
Email:
115 MacKenan Drive I Cary, NC 275111 tel.: [phone] fax: [phone] www.withersravenet.com I License No. C -0832
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 ( tel: [phone] fax: [phone]
7011 Albert Pick Road I Suite G I Greensboro, NC 27409 1 tel: [phone] fax: [phone]

&,—RAVENEL
WITHERS
ENGINEERS I PLANNERS I SURVEYORS
AUTHORIZATION FOR PROPERTY ACCESS
The undersigned owner(s), Michael Yang do(es) hereby authorize Troy Beasley / Withers & Ravenel, Inc. to
access the ±17.11 acre parcel (PIN 0713936063) & ±28.17 acre Parcel (PIN 0713823778) for the purpose of
environmental regulatory agency review (US Army Corps of Engineers, NC Division of Water Quality, NC
Division of Coastal Management, US Fish and Wildlife Service, etc.) and approvals (i.e. wetland delineation,
stream /buffer determination, environmental permitting, etc.) at the request of the contract purchaser, Standard
Pacific of the Carolinas.
This authorization does not bind the current property owner(s) to financial responsibility for services rendered on
the subject property by Withers and Ravenel, Inc.
This agreement shall continue in effect until completion /termination of the purchase contract for the subject
property.
Contract Purchaser's Agent Info:
Troy Beasley /Withers & Ravenel, Inc.
1410 Commonwealth Drive, Suite 101
Wilmington, NC 28403
Tel. [phone]
Date: V .ZZ .17
Signature of Owner(s):
Name- P Ant I Title
Signature `� Q
�Jo ati Lutak - r
Mailing Address
City State Zip
Phone: 90 9' • 66 Z -89570
Email:
115 MacKenan Drive I Cary, NC 275111 tel.: [phone] fax: [phone] www.withersravenet.com I License No. C -0832
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
7011 Albert Pick Road I Suite G I Greensboro, NC 27409 1 tel: [phone] fax: [phone]

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SOIL SURVEY

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WITHERS &— RAVENEL
INOINIIRI I PLANNINf I SURVIVORS

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW- 2013 -01277 County: Wake U.S.G.S. Quad: NC -GREEN LEVEL
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Standard Pacific of the Carolinas, LLC
Grey Methven
Address: 1100 Perimeter Park Dr.
Suite 112
Morrisville, NC, 27560
Telephone Number:
Size (acres) 119 Nearest Town Apex
Nearest Waterway Haw River River Basin Haw. North Carolina.
USGS HUC 3030002 Coordinates Latitude: 35.7650381674502
Longitude: - 78.9346790137354
Location description: The_nroieet site is located adjacent to Green Level West Rd., near the town of Apex, Wake County, North
Carolina. Aquatic features on site drain to White Oak Creels in the Cape Fear River basin.
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 requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 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.
The waters of the U.S. including wetlands on your project area 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.
X 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 9/18/13. 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.
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 Morehead City, NC, at (252) 808 -2808 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 James Lastinger at 919 -554 -4884 x32 or
James .C.Lastinger(ibusace.army.mil.
C. Basis For Determination: Streams on site exhibit an established OHWM. Wetland areas on site exhibit
criteria as described in the Corps 1987 wetland delineation manual and appropriate regional supplement.
D. Remarks: Site visit conducted on 6/28/13 to verify extent of jurisdictional features on site.
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 delineation/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 10M15
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 11/18/13.
* *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory
Date: September 18 20W Expiration Date: September 18, 2018

The Wilmington District is committed to providing the highest level ofsupport to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Surveyor visit httn.-Ilver2.nwp. arsace. arr)i . my i1 /sarrvu.hiinI to
complete the survey online.
Copy furnished:
Withers & Ravenel, Inc.
Attn: Troy Beasley
1410 Commonwealth Drive
suite 101
Wilmington, NC 28403

SECTION I -'The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may he. found at littp:ll www. usace. atiny. rnil linetlfunctionslcwlcecwolreg or
Corps reggladons at 33 CFR Part 331,
A: INITIAL 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 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.
• 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 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.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section 11 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 II 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.
NOT II+ICATION OF AD MIN ISTRATIVE APPEAL 01 "TIONS AND PRO CI.SS AND
REQUEST FOR APPEAL
s"
Applicant: Standard Pacific of the Carolinas, LLC File Number: SAW- 2013 -01277 Date: September
Gre Methuen
18, 2013
Attached is:
See Section below
nj
INITIAL PROFFERED PERMIT Standard Permit or Letter of ermission
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 he. found at littp:ll www. usace. atiny. rnil linetlfunctionslcwlcecwolreg or
Corps reggladons at 33 CFR Part 331,
A: INITIAL 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 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.
• 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 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.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section 11 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 II 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 Comps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION lI - 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
Raleigh Regulatory Field Office
CESAD -PDO
Attn: James Lastinger, Regulatory Specialist
U.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Dr., suite 105
60 Forsyth Street, Room l OM 15
Wake Forest, NC 27587
Atlanta, Georgia 30303 -8801
919 -554 -4884 ext 32
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: James Lastinger, 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]

WCIN/lY MP NO SIGILE
THIS CERT7FTES THAT THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDIC77ON OF SECTION 404 OF THE
CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON
THIS DATE UNLESS THERE 15 A CHANGE IN THE LAW OR
OUR PUBLISHED REGULA77ON5, THIS DETERMINA77ON MAY BE
RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS
DATE THIS DETERMINATION WAS MADE U77UZING THE
APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 CORPS
OF E NEERS HEILAW NEA770V MANUAL
S1qNA TURE; US. ARMY CORPS OF U&NEERS OFFICYA
Yf?M I.GIGI. *EST /iW
(SR. X R/401
R/w---�
FRE96W RAY JOHNSON
LAY04 JOHIRSON MILE IPF
Rte' D8: 14JZA m J60
PIN NO. 972AOJ -04 -2533 ry
DATE FREE3LAN R. JOHNSON hl
D.B. 127, PG J!0 I
4' I 8.M 1987• PC. 746
j�/ 071.'[02 -95 -8455
EXP1RAIlON DATE OF DEL/NEATfDN• PIN NO. °�
USACE ACTION ID. _' �J D &2 ]►
LEGiE)MD
(R/Mj -RIM E OF WAY
DISTANCE
(F)-Cfh11FRLIHE
HAIL FOUND
7 .p
%IRON PYPE FOUND
5
-9167 PIPE SET
30.25•
LJ
N 812627" E
POKER UWE
- UN'OEROROMO GAS LINE MARKER
S E P 0 6 2013
UCGL)- UNfDERAP0UN0 CAS LINE
265.90'
TGC TOP GK- CRE?R' BANK
S 81'34'58' W
8P") -WADER POND
)
L6
S 81.2623• W
178.75'
(1i1C)- L!N£AR ,IEILAND
W T'r L9eE
L8
-
(To TV
Q
(NL)- N£TLANO
N 75'1421' E
RIW - _ -
L0
N 2N'O W
250.01'
LANE NOT SURWYE(>-
to
BOUNDARY LANE
L 12
EASEMENT^
LAKE- ...
-•
TOWN OF APEX EXTRA TERRITORIAL JURI5DIC77ON
LINE -
D.B. 1107, PG. 528
04
OVERHEAD POWER LINE- - - -•-- ^ >=n -- - -" "> '�=
f - -• ��: . -. -.- ;~•.�- • -- ---
UNDERGROUND CAS LINE- o >a:. -- cc _-
ipso;,- v;ra_ VA; .
Q- WETLAND AREA
Lf6
F7.171--BED YER /NPOUNDMENT
161.14'
O -SHEET NUMBER
NORTH CAROLINA
WAKE COUNTY
I MICWR V. rnO=EI2 CERTIFY THAT MS PLAT WAS DRAWN UNDER MY
SUPVMSAW FROM AN ACTUAL SURVEY MADE UNDER MY SUPERWSON.
DEED OESCRPRON RECORDED IN BOCK PACE TNAiT
THE SOUNAWIE5 NOT SURVEYED ARE CLEARLY JAVIC47ED AS DRAWN FROM
INFORANRON FOUND IN BOOK PACE = • THAT TH£ AMW
OF PRECISION AS CALCULATED IS I' 224.840 4.; THAT "*S PLAT WAS PREPARED
AN ACCORDANCE WITH C.S. 47--JO AS AM6M70, WITNESS MY ORIOYNAAL SIGNATUR&
RECIS7RATI0NI NUMBER AND SEAL THIS d MY OF' AUGUST AD,
2013
LAND SURVEYOR
REGIS Np - B
•aaA.AAeavvevvy
CAR ''•.
SS10'•
¢� SEAL�r�
n L -3278 44
D,
� °p °aaeaoveva• °'
J. ANCON NILLLWS
EL/2A C. KILL14I6
D.B. 6866, PG. 682
PIN NO. 0713.04 -94 -2681
D.B
(WAKE PG. AS
FYN NO. 0713- 85 -4J30
(CHATNNM COUNTY)
MAP BY WILL M/ 0. YATES
VMnED 'PROPERTY OF JETER
J. WWAMS', DATED MARCH 13, 1976
311
nrp
FEENAN PAY JOHNSOY ;y � w
-.� LRVDA .A7IAIl5'ONI MALE 'q PONA7
O� OJ- 04 -75J3 � IPF
S�
NO �' (U
F Fs
to
Tawr 1
41.30 ACRES
(EXCLUWW OF AREA IN RI-W)
FR'EEALIN RAY JOHNSON
LINDt4 JOHNSON HALE
D.S. 14520, PG. 560
PIN NO. 0725.05 -04 -2533
75o _ a--U=M
® ;ks�
:1
NOTES \
THIS PROPERTY IS NOT LOCATED IN 7HE 100 YEAR FLOOD
PLAIN AS SHOWN ON THE FEDERAL EMERWYCY MANAGEMENT
AGENCY FLOOD INSURANCE RATE MAP NO, 3720071300K AND
37200723003 NO. 0713 AND 0723 EFFEC77VE DATE
FEBRUARY Z 2007 AND MAY Z 2006. THE PROPERTY IS
LOCATED WHIN FLOOD ZONE X.
MISCLOSURE WAS DISTRIBUTED BY THE COMPASS METHOD.
THE DISTANCES ON THE AMP ARE ADJUSTED HORIZONTAL
GROUND DISTANCES UNLESS N07M OTHERWISE ALL AREA
CALCULATED BY COORDINATE COMPUFATtON.
300' 150' 0'
SCALE IN FEET
LN
C
If.1
7R,V,T 1 RIM'
e7
O
o 14
4
T
COUNTY LMNO RENTALS; LLC
D.B. 11019, PG. 1234 \
LOT I
B.M. 2004, PD 1693
` PIN NO. 0723.0f-05-9640
WETLANDS DELINEATED BY WITHERS & RAVENEL
DATE: 5 -13 -13
SCALE: 1" =300'
SURVEYED BY: BC
DRAWN BY: MJB
CHECK & CLOSURE BY: MG
CAD FILE: STAAWETLANDS
PROJECT NO:
y
°o
4z
U
m
r�
IPF
WOWS DOWD CLOER, JR.
PAMELA M. CLOER
D.B. 903, PG. 2495
D.B. 5726, PG. 245
LOT A
B.M. 2001, PC. 1379
PIN NO. 0723.03 -I3 -0849
POND
(NOT SUBJECT)
1
CHARLES W. CHOWINIC
D.B. 9284, PG. 971
D.B. 29JO, PC. 6J5
PIN NO. 0723.01 -25 -1792
4058, PG. 167
DENNIS W. HECK
WUREEN A HECK
D.B. 5182, PD. 558
B.M. 1979 PC. 618
PIN NO. 0723.01 -15 -4148
NANCY W. BRIT
D.B. 7503, PG. 88
T. 1
B.M. 2007, PG. 746
PIN NO. 0723.03 - 14605
I \\
WkLLLC
D.B. 12481, PG. J65
LOT 2
B.M. 2007 PG. 746
PIN NO. 0723.05 -f4 -4206
P£RENNW STREWS -2,905 L.F.
INTERAHITENT STREAKS -100 L-F.
TOTAL STREANS 3,005 LF.
TOTAL WETLAND AREA -4.856 ACRE'S
LAKE AREA - 15.600 ACRES
TOTAL AREA 20.456 ACRES
WETLAND DELINEATION MAP FOR
STANDARD PACIFIC OF THE CAROLINAS, LLC
SHEET 1 OF 25
TOWNSHIP: NEW HOPE & COUNTY: CHATHAM &
WHITE OAK WAKE
ZONING: P.I.N. SEE ABOVE
0
0
w
m
LANE TAKE
LINE BEARING
DISTANCE
S 99.477T E 533.92'
\ IPF
149.16'
L2
rr>v
30.25•
LJ
N 812627" E
174.92'
L4
30' Access
265.90'
3
O
S 81'34'58' W
B.M. 1004. Pfn 1693
L6
S 81.2623• W
178.75'
L7
n
202.81'
L8
N 79.11'55' W
Q
L9
N 75'1421' E
1RACT 2
L0
N 2N'O W
250.01'
7.250 ACNIES
to
7.
1852
L 12
HENRY £ LENEY
03
S 36'OB'Jr W
D.B. 1107, PG. 528
04
S 40J5'41' W
169.60'
PIN NO. 0723.01 -05 -9161
S 001737 E
159.36'
Lf6
S 46'17'11 E
161.14'
®
1y
218.39'
L 18
N 74212!• E
f 91.92'
L 19
y
30.69'
b
S 15.1421' W
121.31'
L21
Q
28.44'
L22
S 2058'3.1 W
6.14'
L25
S 11.11.57" E
WETLANDS DELINEATED BY WITHERS & RAVENEL
DATE: 5 -13 -13
SCALE: 1" =300'
SURVEYED BY: BC
DRAWN BY: MJB
CHECK & CLOSURE BY: MG
CAD FILE: STAAWETLANDS
PROJECT NO:
y
°o
4z
U
m
r�
IPF
WOWS DOWD CLOER, JR.
PAMELA M. CLOER
D.B. 903, PG. 2495
D.B. 5726, PG. 245
LOT A
B.M. 2001, PC. 1379
PIN NO. 0723.03 -I3 -0849
POND
(NOT SUBJECT)
1
CHARLES W. CHOWINIC
D.B. 9284, PG. 971
D.B. 29JO, PC. 6J5
PIN NO. 0723.01 -25 -1792
4058, PG. 167
DENNIS W. HECK
WUREEN A HECK
D.B. 5182, PD. 558
B.M. 1979 PC. 618
PIN NO. 0723.01 -15 -4148
NANCY W. BRIT
D.B. 7503, PG. 88
T. 1
B.M. 2007, PG. 746
PIN NO. 0723.03 - 14605
I \\
WkLLLC
D.B. 12481, PG. J65
LOT 2
B.M. 2007 PG. 746
PIN NO. 0723.05 -f4 -4206
P£RENNW STREWS -2,905 L.F.
INTERAHITENT STREAKS -100 L-F.
TOTAL STREANS 3,005 LF.
TOTAL WETLAND AREA -4.856 ACRE'S
LAKE AREA - 15.600 ACRES
TOTAL AREA 20.456 ACRES
WETLAND DELINEATION MAP FOR
STANDARD PACIFIC OF THE CAROLINAS, LLC
SHEET 1 OF 25
TOWNSHIP: NEW HOPE & COUNTY: CHATHAM &
WHITE OAK WAKE
ZONING: P.I.N. SEE ABOVE
0
0
w
m
LANE TAKE
LINE BEARING
DISTANCE
L
N 01'122.!• W
149.16'
L2
N 01'122J' W
30.25•
LJ
N 812627" E
174.92'
L4
N 8113436" E
265.90'
L5
S 81'34'58' W
261.32'
L6
S 81.2623• W
178.75'
L7
N 28101'43' W
202.81'
L8
N 79.11'55' W
J40.17'
L9
N 75'1421' E
175.73'
L0
N 2N'O W
250.01'
L I
1
SOT 146' E
7.
1852
L 12
S 1109'15 W
216.90'
03
S 36'OB'Jr W
197.96'
04
S 40J5'41' W
169.60'
L I S
S 001737 E
159.36'
Lf6
S 46'17'11 E
161.14'
L17
N 01.51'09• E
218.39'
L 18
N 74212!• E
f 91.92'
L 19
S 0005'05 £
30.69'
L20
S 15.1421' W
121.31'
L21
S 8827' f 4' E
28.44'
L22
S 2058'3.1 W
6.14'
L25
S 11.11.57" E
1.27'
CURVE TA"
CURVE DELTA ANC. RADIUS ARC LEN. CHORD LEN. TANGENT CHORD BRC.
Cl 1116'14' 1526.14' 326.84' 326.22' 164.05' S 5716'45' W
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
STATE: NORTH CAROLINA 115 MacKenan Drive Cary, North Carolina 27511 www.withersravenel,com License No.0 -0832
te1: 919 -469 -3340 fax:[phone]

�q I J AMOON WXLMMS
¢+ EUZA C. W9144VS
D.& 8666, PG 682
SITE P/N NAG. 0717Cp0�4 -y944� -2681
am ¢+ I PIN NUf J- 85 -4JJ0
A (in. CD1AVrr�
BILLY L SEARS MAP BY WYLLMM O. YATES
JULA N. 51.E�P O.B. . 82E � 22 I ENTITLED 'PRIOPERTY OF JEER
J WILLMMS7, DATED MARCH 15, 1976
0
• ROO P.S.L 2006 -5
PIN NO. 0713-73. -9770
(CM47NM1 COU"
MINTY MAP W SC41 E I
„
jN 88.27'01' E J77.49' N B8'29'2LY E J
IB.1.J7' 274,12' 11F
HEATH P. CUMMINGS
M4RCARET E. CUMN S
D.B. 841, PC. 588
LOT 3
A.S. 2001, Pr, JJ
P.S. 2006 -6
PIN NO. 070-73. -9107
(CFMMAM (bUNTo
l
JAMES T. JOHNSON
CARLY C. JOHNSON
D.B. 1607, PG. JYJ
TRACT 2
P.S. 2011, PG. 220
PIN NO. 0713 -62 -5934
(CHATHAM COUNTY) +
IPF
I
NORTH CAROLINA
WAKE COUNTY
HEATH P. CUMMWGS
MARGARET E CUAMMS
D.B. 841, PG. 588
LOT JA
P.S. 2001, PC. ,x7
PIN NO. 0713 -72 -4805
(-IN- COUNrT)
1
1 000
PF
T7W
UNITED SLATES OF MIERKA
D.B. 374 PG. 270
PIN NO. 9795 -18 -6724
AMP BY THE ARMY CORPS OF
ENGINEERS ENT R.EO
'PROJECT MAP SEGUENT 9
REV. ESTATE B. EVERETT
JORDAN DAM & LAKE".
DATED JULY JI, 1968
I MICHAEL D. GOODFRED CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPOMFiON FRW AN ACTUAL SURVEY AMDE CINDER MY SUPER6ISKJN
DEED DESCRIPTION RECOW&P IN BOOK PAGE iW r
THE 80UNLIARIES NOT SURVEYED ARE CLEARLY INDAGATET3 AS DRiRN MU �
INFORMATION FOUND IN BOOK PAGE THAT THE RATIO
OF PRECISION AS CALCULATED IS t• 1 +; ?WT TiO5 PLAT WAS PREPARED
IN ACCORUAIIC£ WITH 0& 47-M AS AW,0.00, WITNESS MY ORIGIN& SIGNATURE;
R�115'M APP NUMBER AND SELL THIS rRR�22fnd G1Y OF . AUGUST A.D.,
`I �AND SURVEYOR
No. L -3278 ••6.." Afte I
••`••RAN CARD& I,
SEAL
L -3278 �",F j
�.
1
HEATH P. CUUUWYGS
MARGARET F- CUkUWS
�
D.B. 841. PY. 56a
LOT J
P.S 2001, PG JJ
44v7S
P.S 2006 -6
PIN NO- DTI, -7, -9107
_I✓
TPLAM
(OfM L10fINTY�
00, 5726, PC. 245
LOr A
B.M. 2001. PC. IJ79
•'•iA
,7
NO. 0713.OJ -IJ -0949
1fbICT,/3�
N a •p
�.� ACRE
f0
kn",a SZE KONG YANG C457LEVOW
KIAIAIY YANG LAKE
�Q
R,+ � �
'�- _a
22
afiL 2751 PG, 433
PIN N0. 07fY04 -82 -3778 ®Q
0.
AMP BY WRLMM 0. YATES /
ER7I7LED 'PROPERTY OF
MILDRED O. CASTLEBERRY
°
, .
DATED JUNE 11, 197Y
111
2 mLT i
COU )
(CLOT
Bi4�9'J1. PG.
41.430 ACRES
B 7B
B.A/. 1999, PG. 698
MAKE COUNTY)
O�.
I
l i
l: o l:
i 1
15M /AGRES
PATRO4 M. LAWN
D.B. 5434 PG 640
PIN NO. 0713.04 -82 -7260
IPF
1PF
W
LETHA J. SHULL
D.B. JJ64, PG. 458
D.B. 2876, PG. 218
PIN NO. 071J.04- 92 -2J86
�IECT)
MF
758.54'
1
7.4386 ALAS
PAMIE3A M. CLOD?
A& 90M, PG. 2495
_I✓
y
00, 5726, PC. 245
LOr A
B.M. 2001. PC. IJ79
•'•iA
,7
NO. 0713.OJ -IJ -0949
B.M. 1979 PG. 687
N a •p
S75�D
554.68•
W ,
voQ I� L� �L^ .•:
LB
JOHN W. POWEEL
�Q
R,+ � �
'�- _a
N DATED JULY 17, 1977
7RACEY A POWEIL
D.B. 727, PG- 682
S.R. 1nV/W-,
°
PIN NO. 0713-7f-1
713 71- 6707
111
2 mLT i
COU )
(CLOT
Bi4�9'J1. PG.
41.430 ACRES
B 7B
B.A/. 1999, PG. 698
MAKE COUNTY)
)NOTE"
THIS PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD WETLANDS DELINEATED
BY WITHERS & RAVENEL
L9
PLAIN AS SHOWN ON THE FEDERAL EMERGENCY MANAGSWENT
L t 0
AGENCY FLOOD INSURANCE RATE MAP NO. 3720071JOOK AND
FREEUAN RAY JOHNSON
LINDA JOHNSON HALE
V1 POND
5720072500J NO 0713 AND 072J UFEC77W DATE DATE: 5 -13 -13
D.B. 14720, PC 360
PIN NO. 072J.OJ -04 -2553
L12
FEBRUARY 2, 2007 AND MAY $ 2006. THE PROPERTY IS
L 'J
LOCATED WTH/N FLOOD ZONE X. SCALE: 1' =300'
86
TJ04CT 5
166737 ACRES
(E)(CLUSIVE OF AREA IN R/lY)
MICHAEL SZE KONG YANG
KIAIMY SZE V UNG YANG
TRACT 1
D.B. 2751, PG. 4JJ
PIN NO. 0715.04 -9J -6063
AMP BY WILLAU 0. YATES
ENTIMED 'PROPERTY OF
AIRDRED a CtSILEEIERW,
DATED OCTOBER 31, 1977
\Nla
HOWARD F. TVIIGGS
BETTY M T*7GGS
D.B. 5436, PG. 676
PIN NO. 071.x04 -92 -6479
NC.G.S. ',A EARL SMITH"
MO °J (2011) -N4W ae
N.C. GRID COOROS.
N- 727,659.J10
E- 2.044744.6TO
0- _ . _ s -
WETLAND DELINEATION MAP FOR
IPF
N
DOW C£RA20 CLOM JR.
LIME TAKE
7.4386 ALAS
PAMIE3A M. CLOD?
A& 90M, PG. 2495
-
h,qF
y
00, 5726, PC. 245
LOr A
B.M. 2001. PC. IJ79
•'•iA
PW
NO. 0713.OJ -IJ -0949
B.M. 1979 PG. 687
N a •p
PIN NO 0723.03- 0-J178
W ,
voQ I� L� �L^ .•:
n
N
N DATED JULY 17, 1977
N
a
°
A%
S 8126'23' W 178.75'
2 mLT i
L7
N 28.01'43' W 20281'
41.430 ACRES
LB
N 79.11'55" W •40.17'
(EXCLUSIVE OF AREA IN R/W)r
L9
N IS 1421' E 17573'
L t 0
N 23.1 J'07' W 250.01'
FREEUAN RAY JOHNSON
LINDA JOHNSON HALE
V1 POND
S 0211'46' E 187.52'
D.B. 14720, PC 360
PIN NO. 072J.OJ -04 -2553
L12
S 12'09'15' W 216.90'
TJ04CT 5
166737 ACRES
(E)(CLUSIVE OF AREA IN R/lY)
MICHAEL SZE KONG YANG
KIAIMY SZE V UNG YANG
TRACT 1
D.B. 2751, PG. 4JJ
PIN NO. 0715.04 -9J -6063
AMP BY WILLAU 0. YATES
ENTIMED 'PROPERTY OF
AIRDRED a CtSILEEIERW,
DATED OCTOBER 31, 1977
\Nla
HOWARD F. TVIIGGS
BETTY M T*7GGS
D.B. 5436, PG. 676
PIN NO. 071.x04 -92 -6479
NC.G.S. ',A EARL SMITH"
MO °J (2011) -N4W ae
N.C. GRID COOROS.
N- 727,659.J10
E- 2.044744.6TO
0- _ . _ s -
WETLAND DELINEATION MAP FOR
IPF
N
zs� y
III yU NF
�� fl•
7WICT 6
LIME TAKE
7.4386 ALAS
LINE BEARING DISTANCE
(EXCLUSIVE OF AREA IN R/W)
y
WILLNAI A PARTLOW
•'•iA
VIRGINM A PARTLOW
D.B. 2695, PG. 912
I
B.M. 1979 PG. 687
N a •p
PIN NO 0723.03- 0-J178
a
JOANNE F. PANZIK',
N
N DATED JULY 17, 1977
N
a
�N
A%
zs� y
III yU NF
�� fl•
r /
OLM ACRES
TR=!AC'T 5�/ww
MOMLS WEBER
LIME TAKE
LISA JO WEBER
LINE BEARING DISTANCE
6 D.B. 87fA PG. 871
L I
r; PIN NO. 072,103 -07 -8239
w
+ MAP BY SMITH d; SMITH SURVEYORS
St
ENTITLED "PROPERTY OF
LJ
JAMES J. PA#AVK AND WIFE
a
JOANNE F. PANZIK',
N
N DATED JULY 17, 1977
Y
a
r /
OLM ACRES
TR=!AC'T 5�/ww
LIME TAKE
+
am# AcR
LINE BEARING DISTANCE
L I
N 01:2'2J* 1 W 149.16'
L2
N 0112'23' W 50.25'
LJ
N 8126'23' E 174.92'
L4
N 81'3438' E 26190'
L5
S 8115438" W 261.32'
L6
S 8126'23' W 178.75'
L7
N 28.01'43' W 20281'
LB
N 79.11'55" W •40.17'
L9
N IS 1421' E 17573'
L t 0
N 23.1 J'07' W 250.01'
L11
S 0211'46' E 187.52'
L12
S 12'09'15' W 216.90'
L 'J
S J6'08'52' W 197.96'
L14
5 40'3541" W 169.60'
L 15
S 00'17:72' E 159.,6'
L16
S 4617'17' £ 161.24'
N.G2S. 'DOWNS
07
H 01'51'09' E 218.J9'
L 18
N 7421 23' E 191.92'
L 19
6' S 00'05'06' E 70.69'
110
S 15'1421' W 121.31'
L21
S 8627'14" E 28.44'
L22
S 20'58'.73' W 6.14'
L23
S 11'11'57' E 1.27'
CLAW TABLE
CURVE DELTA ANG.
RADIUS
ARC LEN. CHORD LEN. TANGENT CHORD MO.
Ct 1216'14'
1526.14'
326.84' 326.22' 164.05' S 5718'45 W
MSCLOSURE WAS DISTRIBUTED BY THE' COMPASSMEMOD. SURVEYED BY: BC STANDARD PACIFIC OF THE CAROLINAS, LLC
THE DISTANCES ON THE AMP ARE ADJUSTED HORIZONTAL
GROUND DISTANCES UNLESS NOTED OTHERWISE: ALL AREA DRAWN BY: MJB
CALCULATED BY COORDINATE COMPUTATION SHEET 2 OF 25
300, 150, Q' CHECK & CLOSURE BY: MG NEW HOPE & CHATHAM &
TOWNSHIP: WHITE OAK COUNTY: WAKE STATE: NORTH CAROLINA
m6-=-m-mm-lllllll1 11 CAD FILE: STAAWETLANDS
SCALE IN FEET PROJECT NO: ZONING: P.I.N. SEE ABOVE
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
115 MacKenan Drive Cary, North Carolina 27511 www,withersravenel.com License No. C -0832
fel:919 -469 -3340 fax:[phone]

IMPACT EXHIBITS

a
i
g
0
F
i
1L
/
A APPRO TOE S" F EXIST NG Q� / 1 �� 1� VIII
I \ \ ILA E I' \ \� \ EXI TIN( \
/ I \ / APPROX. \ �ETAINING L _
PEN WAT R I ACT � 1 \ E R \ \ 1 I W T R SURFA ♦(T BE REM vE
11,60 S (0. 7 A \\ 1\ 0 268, DROP SPILl'VIFAY ; 111111,111, / � I PFR
/ I � � � MAINTENANCE � T
( � 1 I I I \ \ \ I CONT OL STRUC RE
CIA
G �GR(Q SHO ELINE ROTECTION
\ \ p AT 2' OVE �D 2' OELOW
I l \ E RMAL POOL ® 68.Ot
/ EXIST�G R AINI G ALL/ -
1 I (TO E REMOVE Q) 270
\
l
\ �' i ✓ 6�� 265 60 _�—� � � J S � �I� 265
_260
`iI1TR- tiNER—
1 \ \ I 255 1 \
\ \\ 1\ \ r'o TOED N �2
o
\ \ 11 TOED �cT 55 /f
I\ \\h 2�g. WITH LIME( 1 \ \ �/
? 270 \ I h \ \ \asp \ �h — 2SO W IMP/AX / IPA I I f C I / I I I \ RS �/ 3 9 I SF,( O'0 KC
L WA
7
I �\ \
LEGEND
NOTES.
s o 1. WETLANDS JURISDITIONAL DETERMINATION WAw ,
\\ \ (ACTION SAW 2013 01277) DATED
WE
TILANDTIMPACT SEPTEMBER ER 18, 2013.
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