20150675 Ver 1_401 Application_20150715

WITHERS &— RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
1410 COMMONWEALTH DRIVE, SUITE lol
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
TO: NC Division of Water Resources
512 N. Salisbury Street; 9`h Floor
Raleigh, NC 27604
WE ARE SENDING YOU ® Attached
❑ Shop Drawings ❑ Prints
❑ Copy of Letter ❑ Change order
COPIES DATE NO.
4 7/9/15 02130434.00
1 7/9/15 02130434.00
THESE ARE TRANSMITTED as checked below:
LETTER Oo F T° ° NSMMAL
DATE 7/9/15 I JOB NO. 02130434-00
ATTENTION
Ms. Karen Higgins
PHONE#
919 -807 -6363
RE. Woodhall Subdivision - Cary, Chatham County
NWP 29 PCN Submittal
❑ Under separate cover via
❑ Plans ❑ Samples
❑ Diskette ❑
DESCRIPTION
NWP 29 PCN
CD of PCN
the following items:
❑ Specifications
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPY TO
Signature:
Date:
File
SIGNED: Troy Beasley
if enclosures are not as noted, kindly notify us at once.
/no Rir,� r;-, r!, ,-
`
' U ' ' I IIJI�
JUL 1 o
i 401 & E3UFF R to PRESOURC
- ERMITTIN.

WITHERS �. C R,A VEN EL
July 8t ", 2015
US Army Corps of Engineers
Regulatory Field Office
Mr. Andy Williams
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: Woodhall Subdivision — NWP 29 PCN Submittal
Cary, Chatham County
Corps AID# 200620036
W &R Project #02130063.00
Dear Mr. Williams and Ms. Higgins,
On behalf of Galaxy Investments, LLC, we are requesting authorization from the USACE to use NWP
29 for 121 if of permanent stream impacts for construction of an internal access road for the
proposed Woodhall subdivision. Please note that the proposed impacts will occur to a stream not
subject to Jordan Lake Buffers, and therefore does not require written authorization from NCDWR.
However, we are providing a courtesy submittal to NCDWR, and are requesting an email
documenting that written concurrence is not required.
The project is ±76 acres in size and is located south of the intersection of Lewter Shop Road and
Ferrell Road West in Chatham County (Latitude: 35.79o828 °N; Longitude: - 78.938686 °W). The
project is located in the Cape Fear River Qordan) basin (HUC 03030002) and onsite waters drain to
Rocky Ford Branch. The Water Quality Classification for Rocky Ford Branch is WS -V; NSW and the
Stream Index Number is: 16- 41- 6- 441).
Proposed Proiect
The proposed project consists of the construction of a residential subdivision to meet the growing
demand for residential housing in the area.
Proiect History
Onsite wetlands were delineated by Withers and Ravenel and preliminarily approved by Andy
Williams with the Corps of Engineers on November 21ST, 2014 (AID 200620036). I have included a
Wetland Location Exhibit and an inventory table for the onsite jurisdictional features. We are
requesting issuance of the JD in conjunction with issuance of the NWP 29.
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
www.withersravenet.com I License No. C -0832

Woodhall Subdivision — NWP 29 PCN
Please note that after the Corps site review on November 21ST, the northwestern pond was drained.
For the purpose of the JD, the entire pond bottom is considered jurisdictional wetlands, and is now
labeled as Wetland B.
The Town of Cary issued a Buffer Determination Letter for the project on June 1St, 2015, which reflects
the drained pond. A copy of the Buffer Determination Letter has been provided as an Appendix.
Please note that Impact A will occur to an unbuffered section of this stream. The Town of Cary
determined that the origin of the Jordan Lake buffers began at a point further downstream than the
starting point of the stream determined by the Corps based on ordinary high water indicators.
Therefore, the section of stream being impacted at Impact A is not subject to Jordan Lake Buffers.
Proposed Impacts
The proposed impacts consist of 121 if of permanent stream impacts for construction of Cool Oaks
Drive, which will provide access to Lots 7, 8 & 9.
Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted
so that impacts to wetlands and "waters" could be minimized.
Proposed impacts have been minimized to only a single stream impact necessary to construct a
road crossing access developable uplands. The proposed stream crossing for Cool Oaks Drive has
been designed to cross the stream at as close to perpendicular as possible. Please note that that
Cool Oaks Drive will also serve as the road stub to meet the Town of Cary's requirements to stub to
all property lines. In the event that the property to the east is developed, the design of that property
will require connection to Cool Oaks Drive. This resulted in the design of the road being unable to
curve the road to make the crossing more perpendicular, as the curve would be too sharp to meet
the minimum curve radii requirements by the Town of Cary. Therefore, impacts have been
minimized to the greatest extent practicable.
There are no proposed wetland or stream impacts proposed for lot construction. Please note that
the two "lots" that do not have building setbacks shown are actually open space, and not lots.
Please reference the "Overall Site Plan" for the locations of these open space areas, as they are
labeled on this sheet.
Mitigation
The proposed permanent stream impacts are less than 150 If, and therefore, the applicant is not
proposing mitigation.
Stormwater Management Plan
The stormwater management plan consists of four wet detention ponds designed for 9o% TSS
removal, with level spreaders providing diffuse flow. The stormwater management plan and diffuse
flow requirements will be reviewed and approved by the Town of Cary.
WITHERS & RAVENEL Page 2 of 3
ENGINEERS I PLANNERS I SURVEYORS

Woodhall Subdivision — NWP 29 PCN
The current request is for 121 if of permanent stream 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
• USGS Quad
• Wake County Soil Survey
• Wetland Location Exhibit & JD Inventory Table
• Town of Cary Buffer Determination Letter
• Overall Site Plan Exhibit
• Impact Exhibits
WITHERS & RAVENEL Page 3 of 3
ENGINEERS I PLANNERS I SURVEYORS

O�O�_ W ATF9QG
Elm
1. Processing
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information
1 a. Type(s) of approval sought from the
Corps: ®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ® Yes
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
❑ No
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
® Yes ❑ No ❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation ❑ Yes ® No
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes ® No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes
2. Project Information
2a. Name of project: Woodhall Subdivision
2b. County: Chatham
2c. Nearest municipality / town: Cary
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: Galaxy Investments, LLC & Hwy 54 Partners, LLC
3b.
Deed Book and Page No.
Book: 1211; Page: 1015
3c.
Responsible Party (for LLC if
Gary Joyner
applicable):
3d.
Street address:
4208 Six Forks Road
3e.
City, state, zip:
Raleigh, NC 27609
3f.
Telephone no.:
919 - 420 -1750
3g.
Fax no.:
3h.
Email address:
GJOYNER (a-).kilpatricktownsend.com
� No �
i
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Troy Beasley
5b.
Business name
Withers and Ravenel
(if applicable):
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 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees):
1c. Property size:
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
0714 -82 -2794
Latitude: 35.790828 °N Longitude: - 78.938686 °W
(DD.DDDDDD) (- DD.DDDDDD)
±76 acres
Rocky Ford Branch (Stream Index: 16- 41- 6 -4 -(1)
WS -IV; NSW
Cape Fear (Jordan Lake) — HUC 03030002
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 project current consists of undeveloped woodlands and pasture. The general land use in the vicinity of the project
consists of agricultural and residential land use.
3b. List the total estimated acreage of all existing wetlands on the property:
±0.647 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
±2,919 If
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a residential subdivision to meet the growing demand for residential
housing in the area.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project consists of the construction of a residential subdivision and associated infrastructure, including roads, utilities
and stormwater management. Standard commercial construction equipment and techniques will be used to construct the
project.
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
of determination was made? Preliminary ❑Final
4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company: Withers & Ravenel
Name (if known): Troy Beasley Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Andy Williams with the Corps of Engineers preliminarily approved the wetland delineation during a site visit on November
21, 2014 (AID 200620036). We are requesting issuance of the JD in conjunction with issuance of the NWP 29 permit.
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.
The Town of Cary issued a Buffer Determination for the proposed project on June 1 st, 2015. A copy of the letter has been
provided as an Appendix.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Page 4 of 11
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)
W1
❑ P ❑ T
❑ Yes
❑ Corps
If there are perennial or intermittent stream impacts (including
❑ No
❑ DWQ
W2
❑ P ❑ T
❑ Yes
❑ Corps
3a. 3b. 3c.
❑ No
❑ DWQ
W3
❑ P ❑ T
❑ Yes
❑ Corps
Type of jurisdiction
Average
❑ No
❑ DWQ
W4
❑ P ❑ T
❑ Yes
❑ Corps
Permanent (P) or
intermittent
❑ No
❑ DWQ
W5
❑ P ❑ T
❑ Yes
❑ Corps
(feet)
feet)
❑ No
❑ DWQ
W6
❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g.
Total wetland impacts
2h.
Comments:
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)
Impact A Road Crossing UT to Rocky Ford ❑ PER ® Corps
® P ❑ T Branch ® INT ® DWQ
3' 121 If
3h. Total stream and tributary impacts 121 If
3i. Comments: The proposed stream impacts are required for a road crossing to access developable uplands.
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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)
01 ❑P FIT
02 ❑P ❑T
03 ❑ PEI T
04 ❑P ❑T
4f. Total open water impacts
4g. Comments:
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
5f. 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?
131 ❑P ❑T
❑Yes
❑ No
B2 ❑P FIT
F-1 Yes
❑ No
B3 ❑P ❑T
F1 Yes
❑ No
6h. Total buffer impacts
6i. Comments: The impacts to Jordan
Lake Buffers will be permitted through the
Town of Cary as the delegated municipality.
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted so that impacts to wetlands
and "waters" could be minimized.
Proposed impacts have been minimized to only a single stream impact necessary to construct a road crossing access
developable uplands. The proposed stream crossing for Cool Oaks Drive has been designed to cross the stream at as close
to perpendicular as possible. Please note that that Cool Oaks Drive will also serve as the road stub to meet the Town of
Cary's requirements to stub to all property lines. In the event that the property to the east is developed, the design of that
property will require connection to Cool Oaks Drive. This resulted in the design of the road being unable to curve the road to
make the crossing more perpendicular, as the curve would be too sharp to meet the minimum curve radii requirements by the
Town of Cary. Therefore, impacts have been minimized to the greatest extent practicable.
There are no proposed wetland or stream impacts proposed for lot construction. Please note that the two "lots" that do not
have building setbacks shown are actually open space, and not lots. Please reference the "Overall Site Plan" for the locations
of these open space areas, as they are labeled on this sheet.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Silt fencing will be installed around all disturbed areas to keep sediment from escaping into downstream waters.
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?
2b. If yes, mitigation is required by (check all that apply)
2c. If yes, which mitigation option will be used for this
project?
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only):
4e. Riparian wetland mitigation requested:
4f. Non - riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested:
4h. Comments:
❑ DWQ ❑ Corps
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Type
Quantity
❑ Yes
linear feet
❑ warm ❑ cool ❑cold
square feet
acres
acres
acres
5. Complete if Using a Permittee Responsible Mitigation Plan
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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 ❑ Yes ® No
buffer mitigation?
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.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (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 8of11
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: Diffuse flow will be achieved through the use of level spreaders for the
outfalls of all four wet detention ponds. The diffuse flow requirements will be ❑ Yes ® No
reviewed and approved by the Town of Cary as part of the stormwater management
plan approval.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 27%
2b. Does this project require a Stormwater Management Plan? ® 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 management plan will consist of four wet detention ponds, which will provide 90% TSS removal. The
stormwater management plan will be reviewed and approved by the Town of Cary.
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
3b. Which of the following locally - implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
4. DWQ Stormwater Program Review
4a. Which of the following state - implemented stormwater management programs apply
(check all that apply):
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
5b. Have all of the 401 Unit submittal requirements been met?
® Certified Local Government
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
Town of Cary
® Phase II
® NSW
❑ USMP
® Water Supply Watershed
❑ Other:
❑ Yes ® No
❑
Coastal counties
❑
HQW
❑
ORW
❑
Session Law 2006 -246
❑
Other:
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. 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
letter.) ❑ Yes ❑ No
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.
There are no future phases planned for this project and the project is not anticipated to be a catalyst for additional
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.
Town of Cary
Page 10 of 11
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?
5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Raleigh
❑ 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 database, located at httr): / /www.ncnhr).ora /web /nho /database- search,
as well as NCNHP GIS data to identify if there were any known occurrences of endangered species on or near the
proposed project. The review of the NHP data did not identify any recent occurrences of endangered species or critical
habitat on the subject property or within 1.0 miles of the project, as documented in the NCNHP Project Review Letter,
which has been provided as an Appendix. Furthermore, site reviews did not identify any potential habitat for any federally
protected species known to occur in Chatham County. Therefore, the proposed project will have No Effect on federally
protected species. Please note that the Northern Long -Eared Bat is not listed as occurring in Chatham Co.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? I ❑ 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 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: htto: / /ais.ncdcr.00v /hDoweb /, 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 or in the vicinity of the proposed project.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain? I ❑ 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 — Withers & Ravenel
Authorized Agent
Applicant/Agent's Printed Name
7/8/15
Applicant /Agent's Signature Date
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION

WITHERS (',r. L
ENGINEERS) PLANNERS I SURVEYORS
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned Owner Galaxv Investments, LLC (Client) does hereby appoint Trov Beaslev /
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, local municipalities, etc.) for: a)
review and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands,
surface waters, riparian buffers, etc.) and /or; b) preparation and submittal of appropriate
environmental permit applications /requests for the Lewter Shon Road oronertv.
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.
Date: 112.e5 �B
Agent's Name, Address & Telephone: Signature of Client:
Trov Beaslev / Withers & Ravenel. Inc. a L- t- C
a - Ynt) (Title)
1410 Commonwealth Drive. Suite 101 l
115 MacKenan Drive I Cary, NC 27511 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]

USGS QUAD &
WAKE CO. SOIL SURVEY

WOODHALL USGS QUAD -GREEN LEVEL WITHERS &- RAVENEL
ENGINEERS 1 PLANNERS 1 SURVEYORS
CARY CHATHAM NORTH CAROLINA

WOODHALL USGS QUAD -GREEN LEVEL WITHERS &- RAVENEL
ENGINEERS 1 PLANNERS 1 SURVEYORS
GARY CHATHAM NORTH CAROLINA

GRAPHIC SCALE
1 ` 0 300 600
f
1 inch — 600 ft.
CrC
0
CrB
11740
} Wa
C rC
i
CrD CrB
C rD •�
CrC J CrB
Ilk
rR
CrB
CrB
Cr.
CrC
t
WOODHALL CHATHAM CO. SOIL SURVEY WITHERS RAVENEL
SHEET 6 ENGINEERS 1 PLANNERS 1 SURVEYORS
GARY CHATHAM 11111 CAROLINA

WETLAND LOCATION EXHIBIT &
JD INVENTORY TABLE

I ~
�4
i
n
,�' �y. �, "f` �' •`fir- )a�'•' +, I
NOTES:
1) WETLAND LIMITS ARE APPROXIMATE BASED ON GPS LOCATION
2) JURISDICTIONAL STATUS BASED ON SITE REVIEW BY ANDY
WILLIAMS WITH CORPS OF ENGINEERS ON 11/13/14.
3) THIS EXHIBIT REVISED ON 11/14/14.
LEWTER SHOP RD PROPERTY WETLAND LOCATION EXHIBIT
CARY CHATHAM NORTH CAROLINA
GRAPHIC SCALE
0 200 400
1 inch = 400 ft.
•
WITHERS &— RAVENEL
ENGINEERS I PLANNERS I SURVEYORS

Site Number
Wetland A
Wetland B
(Drained Pond)
Wetland C
Wetland D
Wetland E
Stream I
Stream 2
Stream 3
Woodhall Subdivision Preliminary JD Inventory Table
Formerly Called Lewter Shop Road Property
AID# 200620036
Latitude Longitude
35.7921028 °N
35.7924750 °N
35.7888306 °N
35.7925500 °N
35.7917556 °N
35.7903444 °N
35.79341 °N
35.7914 °N
- 78.9429278 °W
- 78.9426722 °W
- 78.9386389 °W
- 78.9374861 °W
- 78.9356917 °W
- 78.9350528 °W
- 78.9383 °W
- 78.9365 °W
Cowardin
Class
Riparian
Riparian
Riparian
Riparian
Riparian
Riparian - Per
Riparian - Int
Riparian - Int
Estimated Amount of
Aquatic Resource in the
Review Area
±0.04 acres
±0.22 acres
±0.28 acres
±0.10 acres
±0.007 acres
±5201f
±2032 if
±3761f
Class of Aquatic
Source
Non - section 10 wetland
Non - section 10 wetland
Non - section 10 wetland
Non - section 10 wetland
Non - section 10 wetland
Non - section 10
Non - wetland
Non - section 10
Non - wetland
Non - section 10
Non - wetland

TOWN OF CARY
BUFFER DETERMINATION LETTER

WATER RESOURCES DEPARTMENT
June 1, 2015
Martin Richmond
Withers and Ravenel
115 Mackenan Dr
Cary, NC 27511
Subject: Jordan Lake Watershed — Riparian Buffer and Urban Transition Buffer Rules
Chatham Co. Real ID # 19999 PIN10: 0714822794
Galaxy Investments /Hwy54 Partners LLC (Lewter Shop Rd)
TCRB 14 -017
Dear Mr. Richmond:
The site location map and other information that was provided, allowed a determination to be made as to whether
or not the referenced site would require compliance with The Town of Cary Riparian Buffer and Urban Transition
Buffer (UTS) Rules. This project, as referenced by the Town of Cary as TCRB 14 -017, includes features as depicted
on the attached maps. The table below summarizes the stream determinations made in a site visit on October 2,
2014, and a second visit on April 24, 2015. This determination is valid until April 24, 2020.
Reference ID USGS Map (100 Ft. Buffer) Soil Survey Map (50 Ft. Buffer) Not Subject
Pond A X'
B x2 1
C X3
D I X3
E X3
F Start Flag S -1
I Pond G X4
I H X4 I
1 X5 1
I Pond J X 1
'Pond has been drained.
'Feature subject approx.100 feet downstream of property line.
3Feature not subject within 50 ft of property line.
4Stream subjectivity not contested.
Weature T' is abandoned; Feature draining pond has been rerouted offsite
mtsources Department
TOWN Of CARY
318 North Academy Street -Cary, NC 27513-PO Box 8005-Cary, NC 27512 -8005
tel [phone] • fax 919 - 460 -4935• www.townofcary.org

l
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RE 31
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111
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CFEA))TURE
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II FEATURE d I"
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�- -�-
ILEWTER SHOP RD PROPERTY
`^I" ` ru^
GRAPHIC SCALE
0 300 600
kmmmn!!!!!n
1 inch
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fi�N
EA 'V,
FEATURE H
i
USGSQUAD - GREEN LEVEL
WITHERS RAVENEL
INGINKRIttl t PLAHM9141 i sunveros

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GRAPHIC SCALE
0 300 600
1 inch = 600 k.
' � I
F. ,, ;EJ ° 1,
f (OFFSITE POND)
n 11 740
REG
ti r,
(OFFSft POND),
,T RE
e
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/ FEATU E, FEAT r
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4._
LEWTER SHOP RD PROPERTY CHATHAM CO. SOIL SURVEY
SHEET 6
If. \HY C11.\IIL \M A()plll <. i\N(.il Lti.\ i -
(')r8
WITHERS L- RAVENEL
IROII119RI 1 PLANNIRS I SURVIVORS

L SHOP RD PROPERTY �1� AERIAL I WITHERS &c RAVENEL
GRY CHTiHM1 NORTH UROLINT
11 FNYINFLFF I FLANNGF I FUFYFYURF

WITHERS -RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
AUTHORITY FOR APPOINTMENT OF ACF,VT
The undersigned Owner Galaxv Investments. LLC (Client) does hereby appoint Trov Beaslev /
Withers & Ravegel. 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, INC Division of Coastal Management, local municipalities, etc.) for: a)
review and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands,
surface waters, riparian buffers, etc.) and /or; b) preparation and submittal of appropriate
environmental permit applications /requests for the Lewter Shoo Road orooerty.
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:
Trov Beaslev /Withers & Ravenel. Inc.
1410 Commonwealth Drive. Suite 101
Wilminaton. NC 28403
Tel. [phone]
Date: ( ?�
Y? J0 f 5`;
MENJIJU Address
d�IJn WC
ity State
LAC
27 (001'
Zip
Phone: 4e d ®1'm
Email:
115 Mac Ken an Drive I Cary, NC 275111 tel.: [phone] fax: [phone] www.withers raven eI.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]

-hA
VICINITY MAP -1" = 2000'
a
�3
FERRELL ROAD
fi0 PUHLIC Po411I -0F -N \V
LEWTER SHOP ROAD
60' PUBLIC NIGHT OFN'AY_
D -l' START CHANNEL
100' TOM OF CARY BUFFER
N: 018511.3743
E 201esrn4]
LA1: 35'4TP.126-
LON. _76'S6'153Bfi
IW' Tom OF CARY BUfFERJ/
50' RIPARIAN BUFFER
FEATURE T -/
STREAM
i .
100 IONN OF CARP BUFFER
50' RIPARIAN
BUFFER `START OFFSIR TOM Of CARY
106 BUFFER
N: 743063.6800
E: 2016886.0300
EAT: 354729.956'
LON. 78' %35.020'
(NOT SURVEYED BY BNM,
COORDINATES BASED ON G'S
LOCATION BY WAR)
NOTE'
BUFFER SUBJECTIVITY BASED ON 10/3/14 FIELD
RENEW BY JAN PATTERSON 'MM THE TOM OF CARY
nb
Q o
IT
a -
U w
Z V
a
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\
FEATURE
- Oii511E POND
__1 1
11
11
56 RIPARIAN BUFFER �-
FEATURE li /
PERENNIAL STREAM
/I
I00' IONN O GARY BUFFER 1' 1
♦ j
/ i 1
I /I�
I 1
1 I
I 1
1
,I
\ OWNER
GALAXY INVESTMENTS LLC
& HWY 54 PARTNERS LLC
4208 SIX FORKS ROAD
SUITE 1400
RALEIGH. NO 27609
L AREAS BY INORDINATE C{OME)RY UNLESS SHONN OMERNIY. PIN 0714 -82 -2794
SCALE' 1 = 400 2. ALL O5IANCES ARE HOR¢CNTAL fNWUD DISTANCES
]. ALL STREETS PRE PUBLIC RI(N15 -OF -WAY UNLESS SHONN OTNERWSE. LOT NUMBER
A OMER INSTRUMENTS BE RECORD MAY AFFECT THIS PROPERTY.
s. No n"T SEARGI PERFORMED FOR MIS SURVEr. SUBDIVISION
400 600 800 6. NO NLOS MONUMENT WMIN 2000 FEET OF PROPERTY.
). NO (EYA FAR) HAZARD AREAS PER ORM NUMBER 3)2W)04VM DATED TUMMY 2 AM PUT BOOK 2013 PAGE I
DEED BOOK 1211 PAGE 1015
BUFFER LOCATION EXHIBIT MAP
LEGEND FOR
• EIP= EXISTING
CULAIRON POINT LEWTER SHOP ROAD PROPERTY
0 CP= PK NAIL POINT
• PK= PXNAIL CARY CHATHAM COUNTY NORTH CAROLINA
DRY =RIGHT OF-WAY
®DENOTES ES ADDRESS
� BASS, NIXON &KENNEDY, INC. � DATE: oral -ts
CONSULTING ENGINEERS SCALE: I"=400'
• 010 CHAPEL HILL ROAD SURE )250
tea' 9 9 1 -uu2oR j, LW SURVO BY: JO
PROJECT NO. 14212 A 6Rn a19 NUMBERS xLttLS (P010E NOBLA R-ml DRAWN BY: CHO
Rfi2014 \14212 - Woodhall \SURVEYI14212LDD \Cwg \14212 BUFFER EXHIBIT.dwg, 611/2015 8:05:07 AM, Can gregory

OVERALL SITE PLAN EXHIBIT

/ '• \ � age _ _ — - - _ _ _ lift 796,11c 105
S9 S/W
/ - - -- -
- -
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------- - - - - --
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I I I I II II ` I I p I_ _TL N
l I'll I O O O III O I!' O O SPACE I I l i li Z fD rpQ
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W Z 2.
14-SB -024 L_
_ _ �_' r _ _ -_- -_ -_ _ -__ __ -_. - _ -_ -_ ..� H7E #:15-0391 �o
✓ / l , . -, it i _ - _\ .,, I Approved by the Town of Cary Z V 4
' i ,'r l - - __ 1 ____ 1 r -- - --- _ - Development Review Committee W Z ,map
I I N In
c1.I i T- Planner: Date: Y W F e W
^ - -
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r--------- ---- _ - - - -- \ \\ ` \\ , A,{. 72 t♦ ` \\ '1` —... Z y a 0
\ '\ \ 50 JORDAN LAKE
'® '+ RIPARIAN BUFFER alll~
QtI
- - ` y0 A A - =_
-- -- cDAlAUxm \ 1 mot-. -., ppg NrT ppNN c
i1._________ I __- __- ._ - -J -- iKllwa \.�.�'� = \ \\ 18 - ,H.PAERTR NSIT ION L m W W
CL
^, OF ARY � N V
/ i'i- -- - - -- -- - - - - -i
SPACE = sa y\ Fi�F \♦
/ r__S
VETPON 3 i ! I - - -i III \ ® ® O ' /OQ pG 1 I m / CE e `•,\ \` \ ,! -\ .`�i G g _���fT�, `\ 1 '• --r, --r, '
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74 \ �, \ i !% t9 'i i ,i i •.\` '---- --T i i �I QPEN r r f f f
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17 /r l l ,i i '�1� A ♦\ i U U v z o
NOTES: / O _ l i l I. , ~a
1. ALL SIGNS HALL USE PRISMATIC SHEETING THAT MEETS MINIMUM RETIIOREFLECTWITY I < / �/ / / '\ I ' r / u�i u�i u�i
STANDARDS FOUND IN WE LATEST EDITION OF WE MUTCD. ' /
3. ALL STREET NAME SIGNS SHALL ADHERE TO THE 3008 MUTCD REQUIREMENTS BELATED TO COLOR, ' I ® \ ' ® ' -�✓` `SPACE ``\ '� .�Z�� / H
LETTER CASE AND LETTER HEIGHTS. STREET NAME SIGN DESIGNS MUST BE SUBMITTED TO AND O O O D
APPROVED BY TOWN STAFF IN THE TRANSPORTATION AND FACILITIES DEPT PRIOR TO 1' i / \ / ` �\'' ' ' '•C/ -,,\ - _\ C,` , / -.,I� �V♦ ,' , f f f
INSTALLATION. APPROVAL OF STREET NAME SIGN DESIGNS WALL BE REQUIRED PRIOR TO ' \ / © 7�I \ - ',�• _ "`` i
/ v / / O % i ♦�♦ 50 JORDIiN LAKE
ACCEPTANCE OF STREET OR FIRST CO. RIPAR AN BUFFER
�' ` / o' ♦ �, `\ ♦`;
TRAFFIC CONTROL NOTES
I________- 61 i,,i .\ \`� / / / , \ \ ♦ 1 ♦ 5 TOWWf OF ccARY - Z
I._________J rI /i '• /® / /// )' \ `lt ♦�� ` RA TANSITIONAL
SIGHT DISTANCE CALCULATIONS `ice -1 - - - - - - -- I \ i i /i'i i ' `� t �u�Fa 'm
1. ALL SITE SIGNAGE SHALL BE ACCORDANCE WITH THE MANUAL IXJ II I-- - - - - - -- ® \ / ® l' . / ® r l l '' `� \, p• w
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS. 11 I I / ,' / C / ! / / ' \ 2
M Z Z
O MUTCD sTD. 52E d = i.a7YT 1i i - - - - -- - ® '� \ ® _ ,ii i ; ® I '' WE'D ND
,` IW
r _
A STOP RI -I 30" f i ® I__, , ' , '� j i i i /,� l IW °
`.`.
® SPEED LIMIT (25 MPH) R2 -1 24 "x30" where: d =si ht distance ft 11 I I /' �`\.`� / iii / ' i `y/ , ' i l' 1 ` \' ' \1 W J z
I �
Q PEDESTRIAN CROSSWALK SIGN W11 -2 30" a/ PLACARD g ( ) -6.S 7.5 Sec h---- r- --- '- - - -- - ® �` ® / iii i, / /� I _ •1 'I ` ♦` ♦`'`` J
(FLUORESCENT YELLOW = GREEN) k W76 -7P 24'x12' t =gap time G - rl ,--- ______ I ' •� \ / � - �� / i i / •T -: 'l ` ,• h♦ l Q
v =dell seed (mph)
` / //' - ,• � �„ `� ♦\ a
2. ALL SIGNS SHALL BE MOUNTED WITH 7 -FT MIN. VERTICAL CLEARANCE Ii i I - - - - -- - - - - -� // 44 ��� �,i` /j/ i i r. - ! , ♦\ ` 1 \ „� a IL
TO THE BOTTOM OF THE SIGN ON 3 LB GALVANIZED STEEL U- CHANNEL I - - - - -- `�'�`` iF / % / /� �^ - / "' ' ryry LU
POST SET IN 3FT DEEP z 121N DIA. CONCRETE FOOTING. Internal Streets: V= 25 mph (Posted 25 mph) I i ® ' r O ® ' /' ' / j iJ jj A ° °o
Ri htTum (Looking Left:1.4725 6.5 -237 I r_ ® ® /, // O / C ® ) �� /r-'r ^J/ ON
3. ALL STREET NAME SIGNS SHALL ADHERE TO THE SIGH MUTCD EWIREMENTS • - -.y ' r , II
RELATED TO COLOR, LETTER CASE AND LETTER HEIGHTS. SIGN DESIGNS FOR Left Turn (Looking Right): 1.47(25)(7.5) =276 ! I�[_� � I I / ' // � % "♦ N' -��
STREET NAMES MUST BE SUBMITTED AND APPROVED BY THE TRANSPORTATION I I - ---- - - - - -' ! _ ' i/ ' ' - \ //� / _ �4 /7 11 p
AND FACILITIES DEPARTMENT PRIOR TO INSTALLATION. -- J _ / w
LewterShop Road: v =50mph (Posted 45 mph) i i ® i I _ O___, i I__ i ®� -i ,/ O �i � • / i' O`er � � �i• �i m
4. ALL SIGNS SHALL USE PRISMATIC SHEETING THAT MEETS MINIMUM RightTum (Looking Left): 1.47(50)(6.5) =478
r RETROREFLECTIWTY STANDARDS FOUND IN THE LATEST EDITION Left Turn (Looking Right): 1.47(50)(7.5) =551 L-- ---- -- -- - - --
o OF THE MUTCD. it - - -- --- -- - - - - -- '
_I__________�_i_I
5. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD ------ --- --- -- - - -- \ Q /
u AND NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS. 1 i - '- - - - - -- \ \\ 4B /" r - - - -, -_� i ---------
___�=
STM ARNDAORD CROSSWALK NCDOT 205.07T0. I$ D COLOR ® I1 ® > I / / O ------ / 1 J / // i' O / \ \ ✓/ /' ,/. ' /ti { r .:
1i 'I' 711 -r ♦�� t // 40 / �� 4 /nJ / of/4ry{/�� '/
STOP BAR 1205.01 STD. WHITE 1 ' i) i ♦`\`'\`\ -
EDGE LINES 1205.01 41N WHITE
EDGE LINES 1205.01 4IN YELLOW - - \ ` \� - a "- -- •i \` \`` / 4'-
HI -VIZ CROSSWALK 1205.07 STD. WHITE ; r \ 1 ; / _ h. _ l _ _ 1 `\ ® v / pe
r 6. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT 1 ® `) '\ ♦�`� / i'i h.Ill li iii I'I ® \`�'•\ / ..N� I b '11� �r p ? Z
FOR PARKING SPACE WHICH MAY BE THERMOPLASTIC OR ALKYD -RESIN V ii lil ® I iO�'C` '� i 1i �i \ I URBAN TRAN9I710NAL J ¢ O_
TYPE PAINT. I ` i ' / I'll' © ® IIII III `\ ` ® �.,� I iY) ' y r
i / ARIAN BUFFER
\` /
_gyp' ` ♦ BUFFER a F
' L_____J L ----- J L
I \1 S' JORDAN LAKE x Q
3
' , '`. \ 1
-- -�
- -- - ----------- - �. r ----- - - - - -- s
I � l I i _ E2-A-,--, ,11 \\.\ m \\ `,"•ate \ ♦ ♦�`� � �
ri___ - ________ �_____r PH 1 • ` `\\ `\ \ \\ 7 % I°A
.. / ® ® ® 1'1•'1 iW `��` \ VVETPOND \ `-tj, -F�-a— ` ♦1 w m
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1- -��QUI l ROCK - -- / i /4 +�. i OPEN -i -- �1'' \ na 111 1 1, 1 i ,.l' !•! ..� u H
! - � / O V
1 / i• SPACE '',I t 3 H
o fA
yb, - ,1 111'.1 `ecne?►,de- 1 1 I I \ ;, ' e p
_ u �' !, _ - - - - - -T Cam' `` "` ``' .--- _ )1', - -` I I \�� .C<N"C /1R'' "•. U
- 1
WETPOND ` <'� tts \� g 1, II 11 i AA'A♦ I 'R �O 9 � /'kRY LL
ll 1 ® % ,•Il 11 ® 3 1'� \• u I �1 I DO NOE, of �RyEI\x_.T�Rl1CT I ON W
\� __'- - --_
-------- °------ _ -- ---_ ___ I- r i i�HUYVF -' ` O Vi
ALL CONSTRUCTION SHALL BE IN ACCORDANCE '' _ _ _ _ - - - - -- l' ---- - - - - -- \ ' - ----- _ -_ -- _ _ 1 -_ " "'
I 4 r -
L _ _ -------- . -____ ________�.i_________ -_- -�
'III
I;I g,
WITH TOWN OF CARY STANDARDS AND DETAILS \
0 cc
., . O
e 2013 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS- THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXVRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC. 0 50 100 �I... -.ii. Z

IMPACT EXHIBITS

1
� -- I f f
1
ge se" ® 302 Prg IDS
PROPOSED
IMPACT-
1 q /' 1 1 I,I ,,, I !j1
I I
I__ _IIL_IIL_IjL_j', 111 1 ; i jll 111
I, 111
III
LJ' 1` I' I, 1 lil III I, 1 1'I - -lr�� I J m
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it /' � I] r ` I I ''�,)• \� ^� \ �`j �'' ),; ' ♦r I >' m
rl III 111 ` // 1 II 1�1 _ 11 �t �� o z�
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it
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7/7/2015
10:49:21 AM
PLOT BY: j eremy
R: *2014 *1 4212
- Woodhull , ! I
�CIVIL*Constructian* 1
Wet I and ` - % SCALE IN FEET
Impact Maps; I mpact Site Plan. d9n 0 15C) 3 oo 'I
000 i
900
1200

a EN �. I 1J ���� I I \ SCALE IN FEET
SP CE `�!y I � 11 \ � / \ / i \�\ I \� �J � i
I�/ I �� 6 0 v 15 30 60 90 120
PROPOSED I \ I� I \ I
HEADWALL
\ ( PER NCROT
\ C�l., I v �v vv I 131
I, I v v v
\ I — — — \ X335; -------- -- _
—\335'\
U �I
\� f v I 1
I 9
3 \
I PRO SED 3 ,.�.
COOL OAKS DR r= - ------ — — — — — - - 33
N, 339
235 337
\
% 40' TOCI I
GASEMEN
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STREAM
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IMPACT A
R: *2014 *14212 - Woodhull *CIVIL *Construction *Wetland Impact Maps +Impact A - Stream.dgn
IMPACT
DESIGNATION
A
AREA OF
STREAM IMPACT
(SO. FT.)
286
350
345
340
335
330
325-
320
315
310
0+50 1 +00 1 +5 0
SCALE:
H - 1" = 50'
V _ 1 10,
NOTE:
CULVERT INVERT SHALL BE INSTALLED 1.0'
BELOW EXISTING STREAM INVERT.
TYPE IMPACT
STREAM IMPACT
STREAM IMPACT
(L IN. FT.)
121
OPOSED
ADE
NVERT OUT
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