20151152 Ver 1_401 Application_20151115

No ithersRavene�
Our Peop.e. Your Success.
115 MacKenan Drive
Cary, North Carolina 27511
t: 919.469.3340 1 f: 919.467.6008
TO:
NC Division of Water Resources
512 N. Salisbury Street; 91h Floor
Raleieh. NC 27604
WE ARE 5"ENOiN'G Y01i
❑ Shop Drawings
❑ Copy of Letter
E
11/2/2015 02150111.00
Ms. Karen Higgins
Ashbourne Subdivision
401 Certification Application
® Attached ❑ Under separate cover via
• Prints ❑ Plans ❑ Samples
• Change order ❑ Diskette ❑
the following
items:
❑ Specifications
AREE `RANSM11 1 TED as checked belovr:
® 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
TO,: File SIGNED: Martin Richmond
€P e, rclawres are no', as noted, Yind;y notify n� at on e.
J
02150111.00
MEMO
401 Certification Application Packet
4
11/2/2015
1
11/2/2015
02150111.00
CD of Application Packet
1
11/2/2015
02150111.00
Check for $570.00 Application Fee
AREE `RANSM11 1 TED as checked belovr:
® 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
TO,: File SIGNED: Martin Richmond
€P e, rclawres are no', as noted, Yind;y notify n� at on e.
J

WITHERS �. C R,A VEN EL
November 2, 2015
US Army Corps of Engineers
Regulatory Field Office
Mr. David Shaeffer
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: Ashbourne Subdivision — NWP 29 PCN Submittal
AID# SAW -2015 -01041
W &R Project #02150111.00
Dear Mr. Shaeffer and Ms. Higgins,
On behalf of Standard Pacific Homes, Raleigh we are requesting authorization from the USACE to
use NWP 29 for 0.04 acres of permanent wetland impacts, 136 if of permanent stream impacts, and
21 if of temporary stream impacts for construction of the proposed project. We are also requesting a
401 WQC from NCDWR for the above referenced impacts.
The project is ±27.44 acres in size and is located at 242o High House Road, east of the intersection
of NC Highway 55 and High House Road in Cary, Wake County (Latitude: 35.789754 °N; Longitude: -
78•867037 °W)• The project is located in the Cape Fear River basin and onsite waters drain to
Batchelor Branch. The Water Quality Classification for Batchelor Branch is WS -IV; NSW and the
Stream Index Number is: 16- 41 -6 -2. The cataloging unit forthe site is 03030002.
Proposed Proiect
The purpose of the proposed project is to construct a single- family residential subdivision to meet
the growing demand for housing in Cary. The proposed project consists of the construction of a 61-
lot subdivision and associated infrastructure (i.e. roads, utilities, stormwater management
components, etc.).
Project History
Onsite streams and wetlands were delineated by Withers and Ravenel in December 2013 and March
2015. An email providing concurrence of the delineation was issued by David Shaeffer of the USACE
on June 12, 2015 (SAW - 2015 - 01041). A copy of this email is provided as an attachment with this
submittal. We are requesting issuance of the Preliminary JD in conjunction with issuance of the NWP
29.
115 MacKenan Drive I Cary, NC 275111 tel.: [phone] fax: [phone] www.withersravenel.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]

Ashbourne Subdivision
11/2/2015
A stream buffer determination letter was issued by Eric Kulz of the Town of Cary on October 5, 2015
(TCRB 15 -004). Impacts to riparian buffers will be authorized through the Town of Cary as the
delegated authority. A copy of this letter is provided as an attachment with this submittal.
Proposed Impacts
The proposed impacts consist of 0.4 acres of permanent wetland impacts, 136 if of permanent
stream impacts, and 21 if of temporary stream impacts.
The proposed 0.4 acres of permanent wetland impacts (Impact #5, Map C) will occur from the
installation of stabilization fill for required sanitary sewer and storm sewer lines and associated
maintenance corridors. Due to topographic restraints, these lines must be placed in fill to provide
stabilization and necessary relief, subsurface protection, and maintenance access.
The proposed 136 if of permanent stream impact will occur from installation of a main thoroughfare
road throughout the project. The impacts will occur in two separate locations. Impact #2 will occur
from installation of a 79 if culverted perpendicular crossing. Impact #6 will occur from perpendicular
road construction at the uppermost reach of the stream. Impacts #1, #3 and #7 are temporary
impacts (21 if total) associated with the road construction, and will be restored to natural grade and
profile following construction.
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 through design.
Proposed permanent impacts have been minimized primarily to impacts necessary to construct a
road to access developable uplands, and impacts required for construction of necessary utilities.
Please note there are no proposed impacts for lot fill. Proposed crossings have been designed to
cross wetlands at the narrowest points where possible, and to cross streams at perpendicular
angles where possible.
Road 002 is a required thoroughfare, extending from an existing road connection on the western
property line to the eastern boundary, providing critical ingress and egress throughout the
development. The alignment of Road 002 is designed to provide access and avoid /minimize
impacts to streams and avoid /minimize impacts to wetlands where possible.
The construction of Road 002 will require two stream crossings. The westernmost crossing (Impacts
#1, #2, and #3; Stream & Wetland Impact Map A) is designed to cross the stream perpendicular.
Impact #2 will occur from installation of a 79 if culverted perpendicular crossing. Construction of the
crossing is also designed for rip rap stabilization armoring the banks, avoiding rip rap fill in the
stream channel. Impacts #1 and #3 are temporary impacts that will only be used if necessary to
temporarily divert the stream during culvert installation. These temporary impacts will be restored
to the original contours and elevation post- construction.
The crossing of Road 002 in the central portion of the project (Impacts #6 and #7; Stream & Wetland
Impact Map D) is designed to only impact the uppermost reach of the stream, reducing the total
impact footage to 57 if and avoiding a culverted crossing.
WITHERS t\ RAVENEL Page 2 of 3
ENGINEERS I PLANNERS I SURVEYORS

Ashbourne Subdivision
11/2/2015
Impact #4 is non - electric utility crossings that will occur as a result of the installation of a sanitary
sewer aerial line. Impact #4 is not a stream or wet /and impact, but is shown for verification
purposes.
Impact #5 is a wetland impact only, necessary for the installation of stabilization fill for required
sanitary sewer and storm sewer lines and associated maintenance corridors. Due to topographic
restraints, these lines must be placed in fill to provide stabilization and necessary relief, as well as
maintenance access. The fill for these lines will impact the wetland area in the narrowest and
highest portion, minimizing the effect on overall wetland function. In addition, a culvert will be
installed perpendicular through the fill, allowing for a continued hydrologic connection between the
intermittent channel and non - impacted wetland upstream and the remaining wetland area
downstream. A rip rap dissipation pad will be installed at the outfall of the culvert, protecting the
downstream wetland from erosive velocities.
Mitigation
As a result of the permanent stream impacts being less than 150 If, and permanent wetland impacts
being less than o.10 acre, there is no proposed mitigation.
Stormwater Management Plan
The stormwater management plan consists of a wet detention pond designed for go% TSS removal.
The stormwater management plan will be reviewed by the Town of Cary, and will receive final
approval upon issuance of the 404/401 authorization.
The current request is for 0.04 acres of permanent wetland impacts, 136 if of permanent stream
impacts and 21 if of temporary stream impacts (see the attached maps and PCN for details).
Please feel free to call if you have questions or require additional information.
Sincerely,
Martin Richmond
Environmental Scientist
Attachments:
• PCN Form
• Access /Agent Authorizations
• Aerial Photo /USGS Quad /Wake County Soil Survey
• Stream & Wetland Delineation /June 12, 2015 USACE Concurrence eMail
• Town of Cary Stream Buffer Determination Letter, October 5, 2015
• Impact Exhibits
WITHERS t\ RAVENEL Page 3 of 3
ENGINEERS I PLANNERS I SURVEYORS

W ATF9QG
oNjiiW�"MWIIAMI-'<
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: NWP 29 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 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
❑ Yes
for Corps Permit:
® 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
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Ashbourne Subdivision (formerly High House Rd North)
2b.
County:
Wake County
2c.
Nearest municipality / town:
Town of Cary
2d.
Subdivision name:
Ashbourne Subdivision
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Patra P. Payseur; Charlie Estes Baucom
3b.
Deed Book and Page No.
2420 High House Rd: Bk 15486 Pg 1503; 2504 High House Rd:
Bk 14869 Pg 2705
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
6317 Lakeland Drive
3e.
City, state, zip:
Raleigh, NC 27612
3f.
Telephone no.:
(919) 846 -6473
3g.
Fax no.:
3h.
Email address:
patra @nc.rr.com
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Purchaser
4b.
Name:
Jason Rivenbark
4c.
Business name
(if applicable):
Standard Pacific Homes
4d. Street address:
1100 Perimeter Park Drive, Suite 112
4e.
City, state, zip:
Morrisville, NC 27560
4f.
Telephone no.:
(919) 465 -5929
4g.
Fax no.:
4h.
Email address:
jrivenbark @stanpac.com
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Martin Richmond
5b.
Business name
(if applicable):
Withers & Ravenel
5c.
Street address:
115 MacKenan Drive
5d.
City, state, zip:
Cary, NC 27511
5e. Telephone no.:
(919) 469 -3340 office (919) 271 -0368 mobile
5f.
Fax no.:
(919) 467 -6008
5g.
Email address:
mrichmond(owithersravenel.com
Page 2 of 12
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):
2420 High House Rd: Wake Co PIN# 0734925262;
2504 High House Rd: Wake Co PIN# 0734922465
1 b. Site coordinates (in decimal degrees):
Latitude: 35.789754 N Longitude: - 78.867037 W
(DD.DDDDDD) (- DD.DDDDDD)
1 c. Property size:
27.44 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Batchelor Branch (16- 41 -6 -2)
proposed project:
2b. Water Quality Classification of nearest receiving water:
Class WS -IV; NSW
2c. River basin:
Cape Fear River Basin (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 property is currently approximately 25 acres of undeveloped woodlands, adjacent to a vacant single family residence
located on approximately 2 acres. General land use in the vicinity of the project consists primarily of single - family
residential subdivisions, with commercial development adjacent to the west.
3b. List the total estimated acreage of all existing wetlands on the property:
0.39 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
2,714 linear feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is construction of a single - family residential subdivision and associated infrastructure
(i.e. roads, utilities, stormwater management components, etc.) to meet the growing demand for single family housing in
Cary.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project consists of construction of a 61 -lot single - family residential subdivision and associated
infrastructure. Standard commercial construction equipment and techniques will be used to construct the proposed
project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments: Jurisdictional Determination concurrence was
issued via email by the Corps June 12, 2015.
4b. If the Corps made the jurisdictional determination, what type
Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Withers & Ravenel
Name (if known): Martin Richmond & Troy Beasley
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
US Army Corps of Engineers issued a JD on June 12, 2015 (AID# SAW- 2015 - 01041). A copy of the JD concurrence
email is provided as an Appendix with this submittal. We are requesting issuance of the Preliminary JD in conjunction
with issuance of the NWP 29.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ® Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
Impact #5
Storm /Sanitary
Headwater Forest
® Yes
® Corps
0.04 acres
® P ❑ T
Sewer
❑ No
® DWQ
2g. Total wetland impacts
0.04 acres
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 #2
Road Crossing
UT to Batchelor
❑ PER
® Corps
5 ft
79 If
® P ❑ T
Branch
®INT
®DWQ
Impact #6
Road Crossing
UT to Bachelor
❑ PER
® Corps
2 ft
57 If
® P ❑ T
Branch
El
❑DWQ
Total Permanent Stream Impacts
136 If
Impact #1
Road Crossing
UT to Bachelor
❑ PER
® Corps
5 ft
6 If
❑ P ® T
Branch
® INT
® DWQ
Impact #3
Road Crossing
UT to Bachelor
❑ PER
® Corps
5 ft
5 If
❑ P ®T
Branch
®INT
®DWQ
Impact #7
Road Crossing
UT to Bachelor
❑ PER
® Corps
2 ft
10 If
❑ P ®T
Branch
El
El
Total Temporary Stream Impacts
21 If
3h. Total stream and tributary impacts
157 If
3i. Comments:
Page 5 of 12
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 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g. Comments: No open water impacts
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:
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
re uired?
131 ❑P ❑T
❑Yes
❑ No
B2 ❑ PEI T
F-1 Yes
❑ No
B3 ❑P FIT
F-1 Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 12
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 through design.
Proposed permanent impacts have been minimized primarily to impacts necessary to construct a road to access developable
uplands, and impacts required for construction of a sanitary sewer and stormwater BMP. Please note there are no proposed
impacts for lot fill. Proposed crossings have been designed to cross wetlands at the narrowest points where possible, and to
cross streams at perpendicular angles where possible.
Road 002 is a required thoroughfare, extending from an existing road connection on the western property line to the eastern
boundary, providing critical ingress and egress throughout the development. The alignment of Road 002 is designed to
provide access and avoid /minimize impacts to streams and avoid /minimize impacts to wetlands where possible.
The construction of Road 002 will require two stream crossings. The westernmost crossing (Impacts #1, #2, and #3; Stream &
Wetland Impact Map A) is designed to cross the stream perpendicular. Impact #2 will occur from installation of a 79 If
culverted perpendicular crossing. Construction of the crossing is also designed for rip rap stabilization armoring the banks,
avoiding rip rap fill in the stream channel. Impacts #1 and #3 are temporary impacts that will only be used if necessary to
temporarily divert the stream during culvert installation. These temporary impacts will be restored to the original contours and
elevation post- construction.
The crossing of Road 002 in the central portion of the project (Impacts #6 and #7; Stream & Wetland Impact Map D) is
designed to only impact the uppermost reach of the stream, reducing the total impact footage to 57 If and avoiding a culverted
crossing.
Impact #4 is non - electric utility crossings that will occur as a result of the installation of a sanitary sewer aerial line. Impact #4
is not a stream or wetland impact, but is shown for verification purposes.
Impact #5 is a wetland impact only, necessary for the installation of stabilization fill for required sanitary sewer and storm
sewer lines and associated maintenance corridors. Due to topographic restraints, these lines must be placed in fill to provide
stabilization and necessary relief, as well as maintenance access. The fill for these lines will impact the wetland area in the
narrowest and highest portion, minimizing the effect on overall wetland function. In addition, a culvert will be installed
perpendicular through the fill, allowing for a continued hydrologic connection between the intermittent channel and non -
impacted wetland upstream and the remaining wetland area downstream. A rip rap dissipation pad will be installed at the
outfall of the culvert, protecting the downstream wetland from erosive velocities.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All site work will be conducted under an Erosion and Sedimentation Control Plan, approved by the Town of Cary. Where
possible, access to work areas will be from high ground. Rip rap dissipater pads will be used at culvert outfalls to protect
resources from erosive velocities.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
❑Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type
Quantity
3c.
Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non - riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6.
Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a.
Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ❑ No
6b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g.
If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h.
Comments:
Page 8of12
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?
1b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Diffuse flow requirements will be reviewed /approved by the Town of
❑ Yes ® No
Cary during the Stormwater management Plan review and Buffer Authorization.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
38.1 %
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 consists of a combination of wet detention ponds and constructed wetlands. The
SWMP is being reviewed /approved by the Town of Cary.
® 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 Cary
® Phase II
3b.
Which of the following locally - implemented stormwater management programs
® NSW
F-1 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?
The Town of Cary will be reviewing the Stormwater Management Plan, and
final approval will be issued after receipt of the 404/401 Permit. A copy of the
Stormwater Management Plan approval from the Town of Cary will be
provided upon receipt.
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 12
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)
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.
The proposed project is situated in an area of Wake County and the Town of Cary where land use has transitioned from
rural agricultural use to residential development. The proposed project is not anticipated to be a catalyst for future
development that could impact downstream water quality.
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 — Western Wake WWTP.
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
W &R reviewed the NC Natural Heritage Program database, located at https: / /ncnhde .natureserve.org /content/map 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 occurrences of endangered species or critical habitat on the subject property or within 1.0
miles of the project, see attached NCNHP project review letter. Site reviews did not identify any potential habitat for any
federally protected species known to occur in Wake County, except for the Northern Long Eared Bat.
Potential habitat for the northern Long -eared bat (NLEB) is listed as mature forest with trees over 3" dbh, which is used
for roosting during the day. Since a large portion of the project area consists of mature forest over 3" DBH, there is
potential northern long eared bat habitat present. In an email from USFWS dated April 15, 2015, the USFWS has
specified that a project may result in an adverse effect on the NLEB if there will be cutting or destroying of mature forest
within 0.25 miles of an known roosting site, or if the project involves the cutting or destroying of known, occupied roost
trees during the pup season (June 1St — July 31St). The closest known active roost site is in Currituck County. Therefore,
the proposed project is not located within 0.25 miles of any known roost trees. Furthermore, clearing of mature forest
between June 1 st and July 31 st is not anticipated for construction of the proposed project. Therefore, W &R concludes that
the project "may affect, but is not likely to adversely affect" the northern long -eared bat.
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:
http: / /www. habitat. noaa. gov / protection /efh /efhmapper /index.htm1. There are no waters classified as EFH in Wake 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: http: / /gis.ncdcr.gov /hpoweb /, 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 the proposed project area. One resource, listed as G.H.
Baucom House (HPO Site ID: WA0767) is located at 2421 High House Road in Cary, across High House Rd from the
project area. This resource is situated on a separate property parcel and will not be impacted by the project.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? www.ncfloodmaps.com
Martin Richmond
11/2/2015
Withers & Ravenel
Date
Applicant/Agent's Printed Name
Applicant /Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

WAKE COUNTY GIS RECORDS

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MAP TITLE
PIN: 0734922465
Real Estate ID: 0412560
Map Name: 0734 04
Owner: PAYSEUR, PATRABAUCOM, CHARLIE
ESTES
Mailing Address 1: 6317 LAKELAND DR
Mailing Address 2: RALEIGH INC 27612 -6520
Deed Book: 014869
Deed Page: 02705
Deed Date: 08/02/2012
Deeded Acreage: 25.44
Assessed Building Value: $0
Assessed Land Value: $3,156,563
Total Assessed Value: $3,156,563
Billing Class: Individual
Property Description: L01 BARBARA BAUCOM
TAYLOR BM2013 -00927
Heated Area: 0
Site Address: 2504 HIGH HOUSE RD
Township: White Oak
Year Built: 0
Total Sale Price: $0
Land Class: VACANT
Old Parcel Number: --
'MI
0 205 410 820 Feet
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied,
are provided for the data therein, its use,or its interpretation.

MAP TITLE
PIN: 0734925262
Real Estate ID: 0416943
Map Name: 0734 04
Owner: PAYSEUR, PATRA P
Mailing Address 1: 6317 LAKELAND DR
Mailing Address 2: RALEIGH NC 27612 -6520
Deed Book: 015486
Deed Page: 01503
Deed Date: 10/29/2013
Deeded Acreage: 2
Assessed Building Value: $119,714
Assessed Land Value: $281,250
Total Assessed Value: $400,964
Billing Class: Individual
Property Description: L02 BARBARA BAUCOM
TAYLOR BM2013 -00927
Heated Area: 1880
Site Address: 2420 HIGH HOUSE RD
Township: White Oak
Year Built: 1976
Total Sale Price: $0
Type and Use: SINGLFAM
Design Style: Conventional
Land Class: ACRE HIS
Old Parcel Number: --
'MI
0 205 410 820 Feet
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied,
are provided for the data therein, its use,or its interpretation.
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MAP TITLE
PIN: 0734925262
Real Estate ID: 0416943
Map Name: 0734 04
Owner: PAYSEUR, PATRA P
Mailing Address 1: 6317 LAKELAND DR
Mailing Address 2: RALEIGH NC 27612 -6520
Deed Book: 015486
Deed Page: 01503
Deed Date: 10/29/2013
Deeded Acreage: 2
Assessed Building Value: $119,714
Assessed Land Value: $281,250
Total Assessed Value: $400,964
Billing Class: Individual
Property Description: L02 BARBARA BAUCOM
TAYLOR BM2013 -00927
Heated Area: 1880
Site Address: 2420 HIGH HOUSE RD
Township: White Oak
Year Built: 1976
Total Sale Price: $0
Type and Use: SINGLFAM
Design Style: Conventional
Land Class: ACRE HIS
Old Parcel Number: --
'MI
0 205 410 820 Feet
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied,
are provided for the data therein, its use,or its interpretation.

ACCESS AGREEMENTS
AGENT AUTHORIZATION

ENGINEERS I PLANNERS I SURVEYORS
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser Standard Pacific Homes, Raleigh (Client) does hereby
appoint Troy Beasley / Withers & Ravenel, Inc. as his, her, or it's agent for the purpose of
petitioning the appropriate local, state and federal environmental regulatory agencies (US Army
Corps of Engineers, NC Division of Water Quality, NC Division of Coastal Management, local
municipalities, etc.) for: a) review and approval of the jurisdictional boundaries of onsite
jurisdictional areas (wetlands, streams, riparian buffers, etc.) and /or; b) preparation and submittal
of appropriate environmental permit applications /requests for the ±25 acre Tavor Tract (PIN
0734922465) located in the northeastern quadrant of the intersection of High House Road
and NC 55 in Cary, Wake County.
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:
Withers & Ravenel Inc.
115 MacKenan Drive
Cart/ NC 27511
Tel [phone]
Date: TA N /P
Signature of Client:
Jrds ®�+ N R�v�/"13JoiLEc IJONI� O�v � M10r+10I9isJ2'
(Name - Print) (Title)
(ft nature)
Mailing Address
City State Zip
Phone:
Email:
115 MacKenan Drive I Cary, NC 27511 tel.: [phone] fax: [phone] www.withersravenel.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]

Jurisdictional Determination .Request
A. PARCEL INFORMATION
B.
C.
Street Address:
City. State:
County:
Directions:
Parcel Index Numbers) (PIN):
REQUESTOR INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Addressl:
Select one:
1 am the current property owner.
I am an Authorized Agent or Environmental Consultant'
❑ Interested Buyer or Under Contract to Purchase
❑ Other. please explain.
PROPERTY OWNER INFORMATION
Name: _ I I� I r 5- f'�6 I*� li � � 6 t- 1'L
Mai I ing Address: S 610 V r,- r 06-1 0 6 L's - -►'� �'
7— ,v f l4 her- A- T-,r`t 724V
Telephone Number: R 1 Y / ! 90 v
Electronic Mail Address3: 20 rl s 3 14 CGM D O F 4— , CO r"j
❑ Proof of Ownership Attached (e.g. a copy of Deed. County GIS /Parcel/Tax Record ciata)
I If available
2 Must attach completed Agent Authorization Form
9 If available
Version: December 2013 Page 3

jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION
1, the undersigned, a duty authorized owner of record of the property /properties identified herein.
do authorize representatives of the Wilmington District_ U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described far the purpose ol'conducting on -site investigations
and issuing a determination associated with Waters of the U.S. subject to federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act oI'
1899.
JAr,1- s 2f- Afd ICJ- A r"-- .A6'.�
Property Owner (please print) Date
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
OI am requesting that the Corps provide a relirry ,l D for the property identified herein.
This request does include a delineation.
am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
I am requesting that the Corps investigate the property /project area for the presence or
absence of WoUS' and provide an approved JD for the property identified herein.'17iis
request does NOT include a request for a verified delineation.
I am requesting that the Corps delineate the boundaries of all WoUS on a property /project
area and provide an approved JD (this may or ma)' not include a survey plat).
❑ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property /project area and provide an approved JD (may or may not
include a survey plat).
° For NCDOT requests following the current NCDOT /USACE protocols, skip to Part E.
5 waters of the United States
Version: December 2013 ... _ �. Page 4

jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address:
City, State:
County:
Directions:
Parcel Index Number(s) (PIN):
B. REQUESTOR INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address'
Select one:
I am the current property owner.
I am an Authorized Agent or Environmental Consultant
Interested Buyer or Under Contract to Purchase
Other, please explain.
C. PROPERTY OWNER INFORMATION
Name:
Mailing Address
Telephone Number:
Electronic Mail Address
C, 7 - I�
919_F146_ (0q . �
+�ctr'cc , rr , p-r-n
Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
Z Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on -site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and /or Section 10 of the Rivers and Harbors Act of
1899.
V TRc' -! 5 et xY, 5- -) 6 J �� I
Property Owner (please sprint) Date
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does include a delineation.
I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
F1I am requesting that the Corps investigate the property /project area for the presence or
absence of WoUS5 and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
I am requesting that the Corps delineate the boundaries of all WoUS on a property /project
area and provide an approved JD (this may or may not include a survey plat).
I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property/project area and provide an approved JD (may or may not
include a survey plat).
4 For NCDOT requests following the current NCDOT /USACE protocols, skip to Part E.
5 Waters of the United States
Version: December 2013 Page 4

AERIAL PHOTO
USGS TOPO MAP
WAKE COUNTY SOIL SURVEY

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AERIAL PHOTO
WITHERS RAVENEL
ENGINEERS I PLANNERS 1 SURVEYORS
CARP
WAKE COUNTY NORTH CAROLINA

GRAPHIC SCALE
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RN•INRRRS 1 PLANNERS I SURVEYORS
CARY WAKE COUNTY NORTH CAROLINA

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LNiINLlRS 1 PLANNERS 1 SURVEYORS
CARY WAKE COUNTY NORTH CAROLINA

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ASHBOURNE SUBDIVISION USGS QUAD - CARY WITHERS RAVENEL
ENEINEERS 1 PLANNERS I SURVEYORS
GARY WAKE COUNTY NORTH CAROLINA

US ARMY CORPS OF ENGINEERS
STREAM /WETLAND DELINEATION
CONCURRENCE Email
JUNE 1212015

Richmond, Martin
From: Shaeffer, David L SAW < David .L.Shaeffer @usace.army.miI>
Sent: Friday, June 12, 2015 7:58 AM
To: Richmond, Martin
Cc: Beasley, Troy
Subject: RE: [EXTERNAL] High House Rd North Tract (SAW- 2015 - 01041) - Final Delineation
Review (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Hi Martin,
I have reviewed the exhibit attached to your e -mail. This exhibit accurately depicts the delineation of waters of the U.S.
that I approved during our May 21, 2015 site review.
Sincerely,
David L. Shaeffer
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: 919 - 554 -4884 ext. 31 Fax: [phone]
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at http : / /regulatory.usacesurvey.com/
- - - -- Original Message---- -
From: Richmond, Martin [ mailto :mrichmond @withersravenel.com]
Sent: Wednesday, June 10, 2015 4:16 PM
To: Shaeffer, David L SAW
Cc: Beasley, Troy
Subject: [EXTERNAL] High House Rd North Tract (SAW- 2015 - 01041) - Final Delineation Review
David,
This is to follow up with our site visit conducted May 21, 2015 at the High House Rd North Tract in Cary.
To recap, there were three streams and three wetlands located on -site. We verified the origin of each stream and
location of each wetland as follows:
* Stream 1 (Batchelor Branch), located along the northern portion of the property, is perennial coming onto the
property from the east;
1

* Stream 2, located in the central portion of the property, is intermittent starting at Flag S -1 and stops at Flag S -1A
(at the upper reach of Wetland B);
* Stream 3, located along the western portion of the property, is intermittent starting at Flag S -0, and confluences
with Stream 1 (Batchelor Branch);
* Wetland A is a small, linear riparian wetland located towards the eastern portion of the property, and is adjacent
and abutting to Stream 1;
* Wetland B is a larger wetland in the north central portion of the property, and encompasses the break of Stream 2
and is adjacent and abutting Stream 1;
Wetland C is a small, linear riparian wetland located west of Wetland B, and is adjacent and abutting Stream 1;
During the site visit, you concurred with each feature as flagged in the field.
As a follow up to our site visit, I have prepared the necessary Rapanos forms for the jurisdictional streams and wetlands,
and included these with this transmittal (both word and PDF formats). In addition, I have also attached a wetland
location exhibit showing the above - listed features. This exhibit reflects no changes from the original exhibit included
with the JD Request Packet.
Please review the attached delineation exhibit and provide an email response that the attached exhibit accurately
depicts the wetland delineation as approved during our May 21, 2015 site review.
I appreciate your help with this, and please let me know if you have questions or need further information.
Martin
ZIE=72 '. MIT,I . I
Withers & Ravenel< http:// www. withersraveneI .com /sigs /WRLogo.gif>
115 MacKenan Drive Cary, NC 27511
Phone: [phone] Fax: [phone]
Direct: 919.535.5206
mrichmond @withersravenel.com
www.withersravenel.com <http: / /www.withersravenel.com>
NOTICE OF CONFIDENTIALITY AND NONDISCLOSURE: This electronic message, which includes any attachments and other
documents referred to herein, contains information from Withers & Ravenel, Inc. that may be proprietary or
confidential. The information is intended for the use of the addressee(s) only. If you are not the addressee, note that any

disclosure, copying, printing, distribution, or use of the contents of this message is prohibited. If you received this
message in error, please advise the sender by reply and delete this electronic message and any attachments.
COPYRIGHT NOTICE: Copyright 2014 Withers & Ravenel, Inc. All Rights Reserved by Withers & Ravenel, Inc. This
electronic message, any attachments thereto and all documents referred to therein are provided for the recipient's
information only, and no rights are licensed, transferred or otherwise granted by the transmission of this electronic
message by Withers & Ravenel, Inc. or receipt of this message by the recipient or any other party.
Classification: UNCLASSIFIED
Caveats: NONE

GRAPHIC SCALE
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I U NOTES:
• I' °` 1) WETLAND LOCATION BASED ON GPS LOCATION
OF WETLAND DELINEATION ON 3/31/15
2) STREAM /BUFFER LOCATIONS BASED ON WAKE
t r.F —r CO. GIS DATA AND NOT FIELD LOCATION.
TAYLOR TRACT WETLAND DELINEATION EXHIBIT WITHERS ' RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
CARY WAKE COUNTY NORTH CAROLINA

TOWN OF CARY
STREAM BUFFER DETERMINATION LETTER
OCTOBER 5, 2015

WATER RESOURCES DEPARTMENT
October 5, 2015
Martin Richmond
Withers and Ravenel
115 Mackenan Dr
Cary, NC 27511
Subject: Jordan Lake Watershed — Riparian Buffer and Urban Transition Buffer Rules
Wake County Real ID # 0416943/0412560 PIN10: 0734925262/0734922465
High House Road North Properties (2420 and 2504 High House Road)
TCRB 15 -004
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 (UTB) Rules. This project, as referenced by the Town of Cary as TCRB 15 -004, includes features as depicted
on the attached maps. The table below summarizes the stream determinations made in a site visit on May 7, 2015.
This determination is valid until May 7, 2020.
Reference ID
USGS Ma 100 Ft. Buffer
Soil Survey Ma 50 Ft. Buffer
Not Subject
B
Subject at Fla S -0
'Batchelor Branch (Not Contested).
Sincer
Eric W. Kulz
Town of Card
partment
TOWN Of CARY
318 North Academy Street •Cary, NC 27513•PO Box 8005•Cary, NC 27512 -8005
tell 919- 469 -4030 • fax [phone]• www.townofcary.org

WITHERS I,� RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
Buffer Determination Request Information
Hieh House Rd North Tract
W &R Project No. 02150111.00
Applicant - Standard Pacific Homes
1100 Perimeter Park Drive
Suite 112
Morrisville, NC 27560
Property Owner— Patra B. and Charlie E. Payseur
6317 Lakeland Drive
Raleigh, NC 27612
Physical Address — Parcel 1: 2420 High House Road (Residential, 2 acres)
Parcel 2: 2504 High House Road (Undeveloped, 25 acres)
Municipality — Town of Cary
County - Wake County
PIN - 2420 High House Road (Parcel 1): 0734 -92 -5262
2504 High House Road (Parcel 2:) 0734 -92 -2465
Draina ep Basin — Cape Fear River Basin (Jordan Lake Watershed)
HUC Code: 03030002
Receiving Waters — Batchelor Branch
Stream Index: 16- 41 -6 -2
Classification: Class WS -V; NSW
Decide rg ees — 35.7899 °N; - 78.8676 °W
USGS Quad Map — Cary Quadrangle
Soils Map — Wake County Soil Survey — Sheets 34 & 35
115 MacKenan Drive I Cary, NC 275111 tel.: [phone] fax: [phone] www.withersravenel.com I License No. C -0832
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
7011 Albert Pick Road I Suite G I Greensboro, NC 27409 1 tel: [phone] fax: [phone]

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MAP TITLE
PIN: 0734925262
Township: White Oak
Real Estate ID: 0416943
Year Built: 1976
Map Name: 0734 04
Total Sale Price: $0
Owner: PAYSEUR, PATRAP
Type and Use: SINGLFAM
Mailing Address 1: 6317 LAKELAND DR
Design Style: Conventional
Mailing Address 2: RALEIGH NC 27612 -6520
Land Class: ACRE HS
Deed Book: 015486
Old Parcel Number --
Deed Page: 01503
Deed Date: 1012912013
Deeded Acreage: 2
Assessed Building Value: $119,714
Assessed Land Value: $281,250
Total Assessed Value: $400,964
Billing Class: Individual
Property Description: L02 BARBARA BAUCOM
TAYLOR SM2013 -00927
Heated Area: 1880
Site Address: 2420 HIGH HOUSE RD
N
A
0 205 410 820 Feel
I
1 inch = 400 feet
Oisclalmer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps am produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
are provided for the data therein, its use,or its interpretation.

Hlghtleld Ave
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PIN: 0734922465
Site Address: 2504 HIGH HOUSE RD
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Township: White Oak
Map Name: 0734 04
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Land Class: VACANT
Mailing Address 1: 6317 LAKELAND DR
Old Parcel Number: —
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Deed Date: 08 /02/2012
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Assessed Land Value: $3,156,563
Total Assessed Value: $3,156,563
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MAP TITLE
PIN: 0734922465
Site Address: 2504 HIGH HOUSE RD
Real Estate ID: 0412560
Township: White Oak
Map Name: 0734 04
Year Built: 0
Owner: PAYSEUR, PATRA BAUCOM, CHARLIE
Total Sale Price: $0
ESTES
Land Class: VACANT
Mailing Address 1: 6317 LAKELAND DR
Old Parcel Number: —
Mailing Address 2: RALEIGH NC 27612 -6520
Deed Beak: 014869
Deed Page: 02705
Deed Date: 08 /02/2012
Deeded Acreage: 25.44
Assessed Building Value: $0
Assessed Land Value: $3,156,563
Total Assessed Value: $3,156,563
Billing Class: Individual
Property Description: LO BARBARA BAUCOM
TAYLOR BM2013 -00927
Heated Area 0
N
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0 205 410 820 Feet
I I I I
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Disclaimer
Naps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are N07sumeys. No wamenfies, expressedorimpfied,
am provided for the data therein, its use,or its interpretation.

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NC DWO Stream Identification Form Version 4.11
2
Date: 7 / /�j
Project/Site:
Latitude: f-f 70 ?7
Evaluator: /G��/�0�
County: �,�(��
Longitude: .'78 �90
Total Points: `�
Stream is at least intermittent Z�. /
Stream Determination (circle one)
Ephemeral In mute t Perennial
Other
e.g. Quad Name:
if t 19 or perennial if 2 30-
2. Sinuosity of channel along thalweg
12
A. Geomorphology (Subtotal= )
Absent
Weak
Moderate
Strong
1'- Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
12
1
2
3
3. In- channel structure: ex. riffle -pool, step -pool,
ripple-pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
1
3
5. Active /relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
4 1
2
3
8. Headcuts
eo
1
2
3
9. Grade control
6
0,5
1
1-5
10. Natural valley
0
'perennial streams may also be Identified using other methods. See p. 35 of manual.
1
1-6
11. Second or greater order channel
No ii,9
Yes = 3
artificial ditches are not rated; see dy�cus*ns in manual
R 14%,riminnv fRuhtntnl= /.4 1
12. Presence of Baseflow
0
1
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
12
1
0.5
O
15. Sediment on plants or debris
0
to-0
1
1 -5
16. Organic debris lines or piles
0
Co .5
1
1 -5
17. Soil -based evidence of high water table?
. No = 0
Yes 3
C Rinlnnv fRuhtntal= at 1
18. Fibrous roots in streambed
3
1
O
19. Rooted upland plants in streambed
3
2
1
O
20. Macrobenthos (note diversity and abundance)
LP 1
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians -
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL =
1.5 Other = 0
'perennial streams may also be Identified using other methods. See p. 35 of manual.
Notes:
Sketch:

IMPACT EXHIBITS

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MAP
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WETLAND & STREAM IMPACT SUMMARY
MAP
IMPACT#
PERMANENT
WETLAND IMPACT
(AC)
PERMANENT
WETLAND IMPACT
(SF)
TEMPORARY
WETLAND IMPACT
(AC)
TEMPORARY
WETLAND IMPACT
(SF)
PERMANENT
STREAM IMPACT
(LF)
TEMPORARY
STREAM IMPACT
(LF)
A
1
-
-
-
-
6
2
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79
1 1
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OVERALL IMPACT MAP
(STREAM & WETLAND)
WITHERS & RAVENEL " "`N
ENi1NEERS 1 PLANNERS I SURVEYORS
e Cary,Nonh-,,l, -27— 1,19 4631140 viiherzavrnel rxim Li.�—,Nn --812
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WITHERS & RAVENEL " "`N
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e Cary,Nonh-,,l, -27— 1,19 4631140 viiherzavrnel rxim Li.�—,Nn --812

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PQRARY BYPI4SS
A EL MIPMJF
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1' L_ 2' MIN _ 1'
417 2' 2'
LINE BOTTOM
TARP
PROTECTION
2' 1' 2'
TEMPORARY STREAM BYPASS DITCH SECTI ❑N
NTS
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
'ON
L
0
PIPE
0
f�L- 1L -1L -1 I H I I -1 I I -1 I I -1 11 =1 �' "-
-I II -I II =I II =111=1 II= 111=111 =1'
;III -M- l ;III - d y =1�
J— =1 '"
-- =111= 111111= -1�
FILTER
­-IT I A n I FABRIC
PIPE OUTLET BANK PROTECTION
NOTES:
1) L = THE LENGTH OF THE RIPRAP APRON.
2) d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (inches).
3) IN A WELL– DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6° (inches) ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4) A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
No. Revision Uate I B ­,­, s�ie
ey �, -1 ASHBOURNE SUBDIVISION STREAM IMPACT 1 WITHERS & RAVENEL
A -1
cn��ked ¢y ioe" DETAILS LMi1NLLRS 1 PLANNERS I SURVEYORS
,e �1�111 Town of Ca Wake County North Carolina � °r,,e cary o,hG,�,l,na27 e�9 X69 ���� �P�,�m h­­—, -� eiz I " , "i

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355
SILT FENCE O — —
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350
v
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8" DIP
0.61%
72.90'
8"P VC
@
0.81%
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PIPE
DIP RESTRAINED JOINT PIPE
INTERIOR TO BE LINED WITH
401 LINING @ 40 -MIL THICKNESS
PROTECTO
345
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1
111.
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IA A
AR
5 -Y
AR
AERIAL SEWER ROSSING
\ \ J \ IMPACT #4- STREAM
\ \ \ \ \ \ \ \ \) \ \ NO K#4-STREAM
ERIAL S TER CROSSING
340
SEWER CROSSING PROFILE
1 " =40' H; 1 " =4' V
i�
z1v
Z
GRAPHIC SCALE
20 0 10 20 40
I INNER
1 inch = 20 ft.
No. Revision Date Bv
D-g—
Drawn By
Ank
­1
Date ' '
ASHBOURNE SUBDIVISION
1 Town of Cary Wake County North Carolina
STREAM IMPACTS 4
I
WITHERS RAVENEL
ENGINEERS INEERS I PLANNERS I SURVEYORS
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+ 5'X1Q' RIP RA PAD + + + +
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FES 50 Q
SEWE"TORM CROSSING- — + -
360 �
S \ \ \ -TREE FE E /LIMITS OF -A
365 DIST,URBANCL- \ —
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SANITARY
SEWER—
-----7-
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23
+ '
G i 1 SS S
CT #5 -WET ND
04 AC -PER + M _
1
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361
\ \ U \ \ 11 1 36?_
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SEWER CROSSING PROFILE
1 " =40' H; 1 " =4' V
GRAPHIC SCALE
20 0 10 20 40
I INNER INNER
1 inch = 20 ft.
L
Revision Date B De :�g�e, x 1i
Drawn By � Date t ' Shec[N�,.
5x , ,,, ASHBOURNE SUBDIVISION WETLAND IMPACT 5 WITHERS RAVENEL
Checked By doh NO. ENGINEERS I PLANNERS I SURVEYORS
to t nt Town of Cary Wake County North Carolina 115MacK .... D,lye Cary.N,nhCllhw27511 A:9,B 0334° w wthBS,aye et am Li— .N ".c -002
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17.04'
8" pVC
@
1.91
18
-211' 8" PVC
@
0.61
SEWER CROSSING PROFILE
1 " =40' H; 1 " =4' V
GRAPHIC SCALE
20 0 10 20 40
I INNER INNER
1 inch = 20 ft.
L
Revision Date B De :�g�e, x 1i
Drawn By � Date t ' Shec[N�,.
5x , ,,, ASHBOURNE SUBDIVISION WETLAND IMPACT 5 WITHERS RAVENEL
Checked By doh NO. ENGINEERS I PLANNERS I SURVEYORS
to t nt Town of Cary Wake County North Carolina 115MacK .... D,lye Cary.N,nhCllhw27511 A:9,B 0334° w wthBS,aye et am Li— .N ".c -002

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\ j '
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ROAD CROSSING PROFILE
1 " =40' H; 1 " =4' V
\ a os X GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
No. Revision Date Bv D-g— -1i
t ASHBOURNE SUBDIVISION WITHERS RAVENEL
° "W ° B° °a`e STREAM IMPACT 6 & 7 p
axkea By sk fob N., u t INSINRIRS 1 PLANNERS 1 SURVEYORS
to t
11 Town of Ca Wake County North Carolina „s m: Ke aoDd,e C,ry,N,nhC111h a27511 A:9 —B3340 .— h — u,eo,N,,C -002