20130248 Ver 1_401 Application_20130311

WITHERS &C RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
i4io COMMONWEALTH DRIVE, SUITE 1oi
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone] Q 2 4 8
TO: NC Division of Water Quality
4o1 Wetlands Unit
165o Mail Service Center
Raleigh, NC 27699 -165o
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
® Attached
❑ Prints
❑ Change order
LETTER OFT 511 TTA J
DATE 03/07/13
7i o- 02070552-14
ATrMON Ms. Karen Higgins
PHONEA 1 -80 6 60
RE- Mims Stormwater Site — Holly Springs
Stream Impact Submittal
02070551-14
Stream Impact Submittal Packa e
1
03/07/13
02070551.14
[:]Under separate cover via _
❑ Plans ❑ Samples
❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
03/07/13
02070551-14
Stream Impact Submittal Packa e
1
03/07/13
02070551.14
Electronic Copy
COURTESY
COPY
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted
® For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
DCUADVC.
ifenclosures are not as noted, kind/ynotifyus at once.

WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
March 7, 2013
US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Mr. James Lastinger
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: Town of Holly Springs
Mims Stormwater Control Structure
Corps AID #SAW- 2012 -00088
W &R Project #02070551.14
Dear Mr. Lastinger and Ms. Higgins,
NC- Division of Water Quality
401 Wetlands Unit
Attn: Karen Higgins
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
On behalf of the Town of Holly Springs, we are requesting authorization from the
USACE to use NWP 39 for 65 linear feet of permanent impacts to jurisdictional streams.
The project is ±5 acres in size and is located on a 17.48 acre parcel southwest of the
intersection of Avent Ferry Road and West Earp Street, in Holly Springs, Wake County
(Latitude: 35.652049N; Longitude: - 78.835992W). The project is located in the Cape
Fear River basin and onsite waters drain to Utley Creek. The Water Quality
Classification for Utley Creek is C and the Stream Index Number is: 18- 7 -5.5.
Proposed Project
The proposed project consists of a town park including a regional stormwater control
structure. The proposed regional stormwater control structure will provide stormwater
treatment for a ±25 acre drainage area within Holly Springs, which will result in
improvements to the downstream water quality of Utley Creek.
Project History
Mr. James Lastinger with the Corps of Engineers issued a Jurisdictional Determination
(AID# SAW- 2012 - 00088) for the subject property on February 1, 2013. A copy of the
jurisdictional determination is included with this submittal.
1410 Commonwealth Drive, Suite ioi Wilmington, North Carolina 28403 tel: [phone] fax: [phone]
www.withersravenet.com

WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
Proposed Impacts
The proposed impacts consist of 65 linear feet acres of permanent stream impacts as a
result of construction dissipater pads at the outlets from the stormwater control structure.
Additional rip -rap will be placed on the banks of the stream, beyond the impact area at
Impact 2 to provide stabilization of the failing stream banks. The rip -rap will be placed
above the 100 -year flood elevation, which is also above the ordinary high water elevation
of the stream, to provide additional stabilization during high flow events. The placement
of the rip -rap above the ordinary high water elevation of the stream will not result stream
impacts.
Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed stream and wetland
delineation be conducted to identify the jurisdictional features within the proposed
project.
The project site is located in the headwaters to Utley Creek. The onsite wetlands consist
of very small wetland pockets along the defined stream channel. The design of the
proposed plan uses retaining walls to avoid impacts to the wetlands located in the vicinity
of the project area.
The stream impacts are limited to 2 dissipater pads located downstream of the proposed
impoundment. The impoundment is located upstream of all jurisdictional areas. The
impoundment outlets discharge into 2 of the three fingers of the creek. The creek will be
fed by these outlets as well as through groundwater recharge. The existing creek has
areas with severe erosion and vertical side slopes. As part of this project, the stream
banks will be stabilized with natural materials to prevent further erosion of the channel.
Mitigation
Total stream impacts are less than 150 linear feet, therefore no mitigation is proposed.
Stormwater Management Plan
The proposed project will result in <5% impervious area onsite but will facilitate
additional development in the upstream watershed. The stormwater control structure is
desined to control and treat runoff from the entire watershed including both existing and
future development. The stormwater management plan consists of the treatment of
stormwater runoff in a cistern and constructed wetland. The Stormwater Management
Permit application will be submitted to the Town of Holly Springs for review. A copy of
the Town of Holly Springs final approval of the Stormwater Management Plan will be
provided to DWQ upon issuance.
1410 Commonwealth Drive, Suite ioi Wilmington, North Carolina 28403 tel: [phone] fax: [phone]
www.withersravenet.com

WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
The current request is for 65 linear feet of permanent impacts to jurisdictional
streams (see the attached maps and PCN for details).
Please feel free to call if you have questions or require additional information.
Sincerely,
e— C5
Troy Beasley
Environmental Scientist
Attachments:
• PCN Form
• Agent Authorization
• USGS Quad Map
• Wake Soil Survey
• 7D Tearsheet and Signed Wetland Survey
• Stream Impact Plan
1410 Commonwealth Drive, Suite ioi Wilmington, North Carolina 28403 tel: [phone] fax: [phone]
www.withersravenet.com

wA
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fl Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
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
1b.
Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d.
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
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ 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
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In
below.
❑ Yes
® No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
N No
2.
Project Information
2a.
Name of project:
Mims Property Stormwater Control Structure
2b.
County:
Wake
2c.
Nearest municipality / town:
Holly Springs
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Town of Holly Springs
3b.
Deed Book and Page No.
Book 14399, Page 2740
3c.
Responsible Party (for LLC if
applicable):
Carl Dean, Town manager
3d.
Street address:
PO Box 8
3e.
City, state, zip:
Holly Springs, NC 27540
3f.
Telephone no.:
919 - 557 -3938
3g.
Fax no.:
919 - 552 -9881
3h.
Email address:
carl.dean @hollyspringsnc.us
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 / Hunter Freeman
5b.
Business name
(if applicable):
Withers and Ravenel
5c.
Street address:
111 MacKenan Drive
5d.
City, state, zip:
Cary, NC 27511
5e.
Telephone no.:
919 - 469 -3340
5f.
Fax no.:
919 - 467 -6008
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):
0649825233
1b. Site coordinates (in decimal degrees):
Latitude: 35.651783 Longitude: - 78.836853
(DD.DDDDDD) (- DD.DDDDDD)
1 c. Property size:
17.48 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Utley Creek (Stream Index: 18- 7 -5.5)
proposed project:
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Cape Fear (HUC 03030004)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing site is undeveloped and wooded. The site is located in the northwest portion of downtown Holly Springs.
Surrounding land uses are a mix of residential, commercial, and town buildings. The project site is approximately 4 acres
of the 17.48 acre parcel. the remaining parcel area is to become a town park at a future date.
3b. List the total estimated acreage of all existing wetlands on the property:
0.724
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3508.72
3d. Explain the purpose of the proposed project:
The project proposes construction of a regional stormwater device to provide water quality benefits and flood control for
downtown Holly Springs. Townhome lots will be established along Earp Street but will not be developed at this time. The
project is part of the Mims Park project and will include greenway trails, streetscape, and culvert improvements under
Avent Ferry Road.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will be built with heavy grading and excavation equipment. The construction includes roadway, culvert, and
retaining wall construction.
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
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Corps issued a Final JD on February 1, 2013 (AID# SAW- 2012 - 00088). A copy of the JD Tearsheet and signed Wetland
Survey have 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.
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.
This portion of the property will be developed in one phase, however future park plans have not been finalized and there
is no expected date for future park projects. Future Park projects are not anticipated to require impacts to wetlands or
streams.
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
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0
2h. Comments: There are no proposed wetland impacts
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
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)
S1 ®P ❑ T
Dissipater Pad
Trib to Utley Creek
❑ PER
® I NT
® Corps
❑ DWQ
3
24
S2 ® P ❑ T
Dissipater Pad
Trib to Utley Creek
❑ PER
® I NT
® Corps
❑ DWQ
6
41
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ I NT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ I NT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ I NT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ I NT
❑ DWQ
3h. Total stream and tributary impacts
65
3i. Comments: The area of the impacts is a headcut which will be stabilized during construction of the dissapater pads.
Additional rip -rap will placed on the stream banks at Impact 2 above the 100 year flood elevation, which is above the ordinary
high water elevation of the stream, to provide stabilization for the unstable banks. Placement of the rip -rap on the banks
above the ordinary high water elevation of the stream will not result in stream impacts.
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 ❑T
02 ❑ PEI T
03 ❑ PEI T
04 ❑ PEI T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the 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:
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
❑Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑ P ❑ T
❑ Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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 layout of the project considered the impact to stream and wetland and located all park features outside of jurisdictional
areas. The proposed impacts have been limited to impacts necessary for construction of the rip -rap dissipater pads for the
BMP outfall, which are necessary to reduce outfall flow velocity to prevent erosion of the streams. Also, a retaining wall will be
used to stabilize road fill adjacent to the streams to minimize stream impacts. The project will provide water quality benefits
for a 25+ acre drainage area and accounts for future development within the basin.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The proposed stormwater control structure has sufficient volume to control runoff from over 3" of rainfall during construction.
The temporary outlet structures will be designed to slowly dewater the basin while also filtering the stormwater to remove
sediment and silt. Existing wetland will be protected with silt fence and tree protection fencing at all times. Construction of the
dissipater pads will also include streambank stabilization measures to prevent continued erosion.
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.
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) —required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 11
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.
❑ Yes ❑ No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
<5 %
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 Proposed BMP serves as an offsite stormwater control devices for upstream development; as such, a stormwater
management plan is required by the Town prior to approving construction drawings for any upstream development. The
proposed BMP is a cistern (open water) which will feed a constructed wetland to the west. The BMP will provide 85%
TSS removal, 40% nitrogen removal, and 40% Phosphorous removal for the entire watershed, including the project site.
A copy of the Town of Holly Springs' final approval of the Stormwater Management Plan
will be provided to DWQ upon
issuance.
® 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?
Town of Holly Springs
® Phase II
3b.
Which of the following locally - implemented stormwater management programs
❑ NSW
❑ 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
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
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
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.
The project is a regional stormwater control structure designed to facilitate high density development within the
contributing watershed. Downtown Holly Springs contains few undeveloped parcels and based on field visits is not
expected to contain significant amounts of natural stream or wetlands. Individual projects upstream will be required to
obtain their own permits for any impacts located on their property. The future plans for the Town park include natural
walking trails and passive recreational areas. All areas of intense development identified in the master plan are located on
uplands, away from streams and wetlands. Individual stormwater management plans will be completed as needed on a
project by project basis.
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.
No wastewater will be generated as a result of the project construction
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?
❑ Yes ® No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
El 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 database, located at http -./l portal ,ncdonr.org /webinhp /nhi)-man- viewer, to
identify if there were any known occurrences of endangered species on or near the proposed project. The review of the NHP
database 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, site reviews did not identify any potential habitat for federally listed species known to occur
in Wake County.
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?
W &R reviewed the NOAA Essential Fish Habitat online mapper, located at:
htto:// sharyfin .nrnfs.noaa.gov /website /EFH Mapper /mal7.aspx. There are no waters in Wake County classified as EFH.
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?
Town resources, Phase I ESA report completed by Withers & Ravenel.
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? FEMA Flood Map number 3720064900J, May 2, 2006
Hunter C. Freeman (Withers &
_9
3 -7 -13
Ravenel)
.�
Applican gent's Signature
Date
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION FORM

WITHERS RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
UTHORITY FOR APPOINTMENT OF AGENT
The undersigned Owner Town of Holly Springs (Client) does hereby appoint Troy Beasley I
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, surface waters, riparian
buffers, etc.) and/or; b) preparation and submittal of appropriate environmental permit
applications /requests for the Mims Stormwater Proiect.
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: 101 ai 1 iZ
Agent's Name, Address & Telephone: Signature of Client:
Troy Beasley /Withers & Ravenel, Inc. r3WYl nay rr
Name - rint (Title)
1410 Commonwealth Drive, Suite 101 V
Wilmington, NC 28403 (Signature)
Tel. [phone] �?a b T
Mailing Address
fJbkN Sipri NS a7SLIO
City State Zip
111 MacKenan Drive I Cary, NC 275111 tel.: [phone] fax: [phone] www.withersraverel.com I License No. C -0832
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 I tek 910.256.9277 1 fax. [phone]
7011 Albert Pick Road � Suite G E Greensboro, NC 27409 1 tel: [phone] fax: [phone]

USGS QUAD MAPS

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GRAPHIC SCALE
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EX. TOP OF BANK 1 inch = 20 ft.
TOWN OF HOLLY SPRINGS STREAM IMPACTS WITHER8 RAVENEL
MIMS STORMWATER EXHIBIT 1 ENGINEERS I PLANNERS I SURVEYORS
Holly Springs Wake Coun North Carolina

420
PERMANENT STREAM IMPACTS:
L.F. 41 LF
AREA 244 SF (0.006 AC)
GRAPHIC SCALE
40 0 20 40 80
EX. TOP OF BANK // 1 inch = 40 ft.
TOWN OF HOLLY SPRINGS STREAM IMPACTS WITHER8 RAVENEL
MIMS STORMWATER EXHIBIT 2 ENGINEERS I PLANNERS I SURVEYORS
Holly Springs Wake Coun North Carolina
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GRAPHIC SCALE
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TOWN OF HOLLY SPRINGS STREAM IMPACTS WITHER8 RAVENEL
MIMS STORMWATER EXHIBIT 2 ENGINEERS I PLANNERS I SURVEYORS
Holly Springs Wake Coun North Carolina
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TOWN OF HOLLY SPRINGS STREAM IMPACTS WITHER8 RAVENEL
MIMS STORMWATER EXHIBIT 2 ENGINEERS I PLANNERS I SURVEYORS
Holly Springs Wake Coun North Carolina

FINAL JURISDICTIONAL DETERMINATION

U.S. ARMY CORPS OF ENGINEERS s�
WILMINGTON DISTRICT
Action Id. SAW- 2012 -00088 County: Wake U.S.G.S. Quad: NC -APEX
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Town of Holly SprinLys Agent: Withers & Ravenel, Inc.
Carl Dean Troy Beasley
Address: Post Office Box 8 Address: 1410 Common Wealth Drive
Suite 101
Holly Springs, NC, 27540 Wilmington, NC, 28403
Property description:
Size (acres) 17 Nearest Town Holly Springs
Nearest Waterway Utley Creek River Basin Cape Fear
USGS HUC 03030004 Coordinates Latitude: 35.6522 Longitude: - 78.8353
Location description: The property is approximately 17 acres located west of the intersection of Avent Ferry, _Rd.,
and. West Ea.rp St., in the Town of Holly Springs. Wake County, North Carolina. Aauatic features on site drain to
Utley Creek 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 February 1, 2013. 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/James.C.Lastinger(&usace.army.mil.
C. Basis For Determination
Established OHWM, and wetland criteria as defined in the ._1.9_87 Corns Wetland Delineation Manual and appropriate
Regional Supplement.
D. Remarks
Site visit on October 17, 2012
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 1OM15
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 April 2, 2013.
* *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 Official: _
Date: February 1, 2013 Expiration Date: February 1, 2018
Copy furnished:

10 ,N NPTI.FICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
f; RE[�UES'I' FOIE;. APPEAL
Applicant:
Town of Holl S rin s File Number: SAW- 2012 -00088
Date: Februar 1, 2013
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter of permission)
A
❑
PROFFERED PERMIT Standard Permit or Letter of permission)
B
❑
PERMIT DENIAL
C
®
APPROVED JURISDICTIONAL DETERMINATION
D
❑
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I: - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at htt : / /www,usace. arm . m i Ulnet/fUnCtions/cw/cecwo/reg or
Corps regulations 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 II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 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 Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - 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 1OM15
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]

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RATIO OF PRECISION: 1:107,582+
DEED & MAP REFERENCES
DEED BOOK 14399, PG. 2740
PLAT BOOK 2011, PG. 790
EWA
NOTES:
1. AREAS COMPUTED BY COORDINATE METHOD,
2. BASIS OF BEARINGS ARE NC GRID NORTH NAD 83
(2001) —NAVO 88.
3, UNLESS OTHERWISE NOTED ALL DISTANCES ARE
HORIZONTAL GROUND DISTANCES.
4. THE PURPOSE OF THIS PLAT IS TO SHOW THE
STREAM CHANNEL AND WETLAND LOCATION DELINEATED
AND SURVEYED BY BY WITHERS AND RAVENEL, INC.
5. NOT PREPARED IN ACCORDANCE TO GS: 47 -30.
6. THIS IS NOT A CERTIFIED DOCUMENT UNLESS SIGNED
AND SEALED BY JAMES S. ARMSTRONG, PLS L -4411.
7. CENTERLINE POINTS FOR STREAM LOCATION
DETERMINED BY TOP OF BANK FIELD SURVEY
INFORMATION, AERIAL PHOTOGRAMETRY, AND OTHER
MAPS OF RECORD.
8. ALL BOUNDARY INFORMATION DEPICTED ON THIS
SURVEY BASED ON MAP PREPARED BY MAULDIN &
WATKINS SURVEYING RECORDED IN B.M. 2011, PG.
709
JAMES S. ARMSTRONG, PLS, DO HEREBY CERTIFY THAT THIS
AP WAS PREPARED UNDER MY DIRECT SUPERVISION, AND
CCURATELY DEPICTS THE LOCATIONS OF SECTION 404
URISDICTIONAL. AREAS AS DELINEATED BY WITHERS AND
AVENEL, INC. OF CARY, NORTH CAROLINA.
Mp S. ARMS T NG, PLS L -441 SE4L
L�411
to
v su
$A
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OF THE
JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT
WITHIN THE DESIGNATED INSERT AREA, AS DETERMINED BY
THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF
JURISDICTION MAY BE PRESENT ON THE SITE BUT HAVE
NOT BEEN DELINEATED. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE
RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS
FROM THIS DATE. THIS DETERMINATION WAS MADE
UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO
THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION
MANUAL. "
REGULATORY O✓ FIC1 w u
TITLE
US Army Corps DATE USACE ACTION ID
of Engineers
DATE: 10 -29 -2012
SCALE: NIA JURISDICTIONAL WETLANDS MAP FOR WITHERS RAV E N E L
SURVEYED BY: TM --
DRAWN BY: JJM THE TOWN OF HOLLY SPRINGS ENGINEERS 1 PLANNERS I SURVEYORS
CHECK & CLOSURE BY: JSA 111 MacKenan Drive Cary, North Carolina 27511 www.withersravenel.com License No. C-0832
CAD FILE: WL 12142
tel: [phone] fax:[phone]
PROJECT NO: 02070551.14 TWNSHP.: HOLLY SPRINGS COUNTY: WAKE STATE: NC F. 0649.11 -82 -5233 SHEET 1 OF 7
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DATE: 10 -29 -2012
SCALD: 1"=40'
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CHECK & CLOSURE BY: JSA
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PROJECT NO: 02070551.14
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THE TOWN OF HOLLY SPRINGS �p !
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SN-- E� P.I.N.: 0649.11-82-52335
WETLAND
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STREAM FEATURE "I"
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1, JAMES S. ARMSTRONG, PLS, DO HEREBY CERTIFY THAT THIS
MAP WAS PREPARED UNDER MY DIRECT SUPERVISION, AND
ACCURATELY DEPICTS THE LOCATIONS OF SECTION 404
JURISDICTIONAL AREAS AS DELINEATED BY WITHERS AND
RAVENEL, INC. OF CARY, NORTH CAROLINA.
.� k CAR
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JAMP S. ARMSTRONG, PLS L -44 1 SEAL
L-4411
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200 ❑ Inn 2010 400
1 inch = 200 ft.
JURISDICTIONAL WETLANDS MAP FOR WITHERS R" E N E L
THE TOWN OF HOLLY SPRINGS ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 www.withersravenel.com License No. C -0832
tel:[phone] fax:[phone]
NSHP.: HOLLY SPRINGS COUNTY: WAKE STATE: NC P.I.N.: 0649.17 -82 -5233 SHEET 2 OF 7

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SCALE 1 " =40'
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THE TOWN OF HOLLY SPRINGS ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 www.withersravenel . com License No. C -0832
101:919- 469 -3340 fax:[phone]
TWNSHP.: HOLLY SPRINGS COUNTY: WAKE STATE: NC P.I.N.: 0649.11 -82 -5233 SHEET 3 OF 7

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RAVENEL, INC. OF CARY, NORTH CAROLINA.
JAM S. ARMSTRONG, PLS C-4171
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WITHERS & RAVENEL
THE TOWN OF HOLLY SPRINGS ENGINEERS i PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 www.withersravenel.com License No. C -0832
to I: 919-469-3340 .fax :[phone]
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P.I.N.: 0649.11-52-5233
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D.B. 14399, PG. 2740
B.M. 2011 PG. 790
P.I.N.: 0649.11-52-5233
JURISDICTIONAL WETLANDS MAP FOR
THE TOWN OF HOLLY SPRINGS
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RAVENEL, INC. OF CARY, NORTH CAROLINA.
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WITHERS R"ENEL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 www.withersravenel.com License No. C -0832
te1:919 -469 -3340 fax:[phone]
TWNSHP.: HOLLY SPRINGS I COUNTY: WAKE I STATE: NC P.I.N.: 0649.11-82-52331 SHEET 5 OF 7

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CHECK & CLOSURE BY: JSA
CADELE: WL 12142
PROTECT NO; 02070551.14
THE TOWN OF HOLLY SPRINGS
D.B. 14399, PG. 2740
B.M. 2011 PG. 790
P.I.N.: 0649.11 -82 -5233
JURISDICTIONAL WETLANDS MAP FOR
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THE TOWN OF HOLLY SPRINGS ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 www.withersravenel.com License No. C -0832
te1 :919- 469 -3340 fax:[phone]
TWNSHP.: HOLLY SPRINGS COUNTY: WAKE STATE: NC P.I.N.: 0649.11 -82 -5233 SHEET 6 OF 7

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DATE:10 -29 -2012
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LF.1776.52'
FEATURE 73"
LF: 866.10' CRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
JURISDICTIONAL WETLANDS MAP FOR
0
2
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1, JAMES S. ARMSTRONG, PLS, DO HEREBY CERTIFY THAT THIS
MAP WAS PREPARED UNDER MY DIRECT SUPERVISION, AND
ACCURATELY DEPICTS THE LOCATIONS OF SECTION 404
JURISDICTIONAL AREAS AS DELINEATED BY WITHERS AND
RAVENEL, INC. OF CARY, NORTH CAROLINA.
aQ`tN CAR
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JAMES . ARMSTRONG, PLS L -441 Ste"
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STREW FEATURE 3
STREAM FEATURE 2
POW'
NORTHING
EASTING
I DESCRIPTION
2577
692483.6
2048762.7247
002 BEG CH 3.5
251B
692484.1620 .1620
740.7 2
048
002 CH 3
2519
6924 4
2048718:9045
002 CFI 3.5
2520
892475.3140
204SM3.7270
002 CH 2
21
892463. 323
2048679.,3? 12
002 CH 2.5
25 1
6 2463.2272
20 64 .7677
002 C
25j2
692457.9457
204864 -.1564
002 CH 4
2533
692453.1610
2048625.6444
002 CM 3
2534
6924 2.0462
2040594.3--4
002 C -3-
2535
69 2 98.26 4 §
20 4 _3398
002 CH 4
36
69 .2182
2048569.6672
002 CH 4.5
2537---
697505.6962
2046537.9634
002 CH 4.5
539
69-Y5-26.8036
2046536, 76
002 CH 5
2547
692544.3930
2048505.1512
002 CH 4
2548
692 .7624
84 9iY 9-7-0
002 CH 5
549
692560. 649
204$4'56.4178
002 C 4
2550
92 48.3882
204844b. 45
CH 3
2676
69240-6-671-
-2-04-m-5-1-6-07TJIN
it RsEcl7vN or CR
STREW FEATURE 3
POINT
NORTHING
FASTING
DESCRI N
2522
92506.39 4
048 . 6525
0 G CH 2.
252J
5MO8.6109
-2-0-48-7-42-.30-4
003 CH 3.
4
692503.Y9-67
204,5726-6t72-
003 CH 2.0
2525
2507.9128
20487f22005
M cm 2.
5 6
V92-90-7.754rg
2046684.6589
CH 2.5
2527
692489.31UB
204567B.3175
003 C
Z52D
6.9-7481.4-764--1
Z045657.6026
C .5
25a
2225
UUJ CH -7.5
092465.9252 1
2048651,4681
003 CH
WITHERS & RAVENEL
THE TOWN OF HOLLY SPRINGS ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 www.withersravenel.com License No. C -0832
tel:[phone] fax:[phone]
TWNSHP.: HOLLY SPRINGS COUNTY: WAKE STATE; NC P.I.N.: 0645.11 -82 -5233 SHEET 7 OF 7