20160999 Ver 1_401 Application_20161016

-40- WithersRavenel
I/ Our People.Your Success.
October 13,2016
US Army Corps of Engineers NC-Division of Water Resources
Regulatory Field Office 401& Buffer Permitting Unit
Ms.Tasha Alexander Ms. Karen Higgins
3331 Heritage Trade Drive 1617 Mail Service Center
Suite 105 Raleigh, North Carolina 27699
Wake Forest, NC 27587
Re: Ashbourne Estates
Cary,Wake County,NC
NWP 29 PCN Submittal
WR Project#02150381.00
AID#SAW-2014-01045
Dear Ms.Alexander and Ms. Higgins,
On behalf of Standard Pacific Homes,we are requesting authorization from the USACE to use NWP
29 for 0.015 acres of temporary wetland impacts, 105 If of permanent stream impacts and 92 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 ±16.41 acres in size and is located at 2421 High House Road in Cary,Wake County
(Latitude: 35.787701°N; Longitude:-78.867156°W). The project is located in the Cape Fear River
basin (Jordan Lake watershed) and onsite waters drain to White Oak Creek. The Water Quality
Classification for White Oak Creek is WS-V; NSW and the Stream Index Number is: 16-41-6-(0.3).
The cataloging unit for the site is 03030002.
Proposed Project
The proposed project consists of construction of a 25-lot residential subdivision,with associated
infrastructure (roadways, water/sewer utilities, stormwater management controls) to meet the
increased housing demand in the Town of Cary, NC.
Project History
Onsite wetlands were delineated by WithersRavenel in May 2014. An Approved Jurisdictional
Determination was issued by David Shaeffer with the USACE on October 30, 2015 (SAW-2014-
01045). A copy of the issued JD has been provided as an Appendix with this submittal.
The Town of Cary issued a stream buffer determination letter for the site on July 10, 2014 (TCRB
14-013). A copy of the Buffer Determination letter has been provided as an Appendix with this
submittal.
115 MacKenan Drive I Cary,NC 27511
t:919.469.3340 1 f:919.467.6008 1 www.withersravenel.com I License No.C-0832
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

Ashbourne Estates South- NWP29 PCN 10 WithersRavenel
October 13,2016
Our People.Your Success.
Proposed Impacts
The proposed impacts consist of 105 If of permanent stream impact,and 92 If of temporary stream
impact,and 0.015 acres of temporary wetland impacts.
The proposed 105 If of permanent stream impacts will occur from culvert installation and
construction of a road crossing(Impact A: 100 If), and installation of a riprap dissipater pad below
the culvert (Impact B: 5 If). The riprap dissipater pad is a requirement by the NC Division of Land
Quality as a sediment and erosion control measure,and has been designed so that the riprap stone
will be buried with the top of the riprap matching the pre-construction elevation of the stream bed.
This design allows for the portion of the stream lined with riprap to continue functioning as a natural
stream by maintaining natural water depths and allowing for passage of aquatic life,and therefore
there is no functional loss.
The proposed 68 If(Impact C)and 24 If(Impact D)of temporary stream impacts will occurfrom the
installation of a sewer utility line using conventional trench and backfill methods. Following
installation, the temporary impacts will be restored to the original contours and elevations, and
temporary stabilization will be provided by seeding until natural recruitment permanently
stabilizes the area.
The proposed 0.015 acres of temporary wetland impact(Impact D)will occur from installation of a
sewer utility line. A 20'maintenance corridor will be maintained/mowed in perpetuity, resulting in
0.015 acres of permanent conversion impacts as a result of conversion from forested wetlands to
herbaceous wetlands.
Avoidance and Minimization
Prior to site plan design,the applicant requested that a detailed wetland delineation be conducted
so that impacts to wetlands and waters could be minimized.
Proposed permanent impacts have been minimized to only those impacts necessary to construct a
road to access developable uplands,and conversion of a forested wetland to an herbaceous wetland
within the 20-foot maintenance corridor of a proposed sewer line. Due to property boundary
constraints,alternative access to the developable uplands is not available.
The proposed road crossing of Stream 2(Impact A,depicted on Map A) requires installation of 100
linear feet of 60-inch culvert piping, and has been designed to cross Stream 2 at a perpendicular
angle. In addition, the proposed road extends east,following existing site topography as much as
possible,and minimizing the extent of required stabilization fill slopes for the crossing.
The dissipater pad at the base of the proposed culvert (Impact B,depicted on Map A) is required to
reduce outflow from the culvert to non-erosive velocities. The riprap dissipater has been designed
for the stone to be installed such that the top of the riprap matches the pre-construction elevation
of the stream bed. This design allows for the temporarily impacted stream areas to continue
functioning as a natural stream by maintaining natural water depths and allowing for passage of
aquatic life.
Page 2of4

Ashbourne Estates South- NWP29 PCN 10 WithersRavenel
October 13,2016
Our People.Your Success.
The proposed gravity sewer line has been designed to provide service throughout the project,and
has been aligned to match and connect with an existing, off-site manhole to the south, while
minimizing impacts to on-site resources and maintaining required gradient.
The proposed sewer line crosses Stream 2 (impact C,depicted on Map B) at a perpendicular angle
near the southern property boundary. This crossing is required in order to access an existing
manhole off-site to the south. Impact C is temporary, and will be restored to natural contour and
elevation,and stabilized with vegetation.
The proposed sewer line crosses Stream 1(Impact D,depicted on Map C) at a perpendicular angle,
and is required in order to provide sewer availability to the developable uplands. This utility has
been aligned to match natural topography,with inflections at the adjacent manholes to provide a
perpendicular crossing. This impact is temporary, and will be restored to natural contour and
elevation,and stabilized with vegetation.
The proposed sewer line crosses Wetland D (Impact E, depicted on Map D) near the eastern
boundary. This crossing has been aligned to match natural topography and crosses the wetland at
a perpendicular angle. This impact is temporary, and will be restored to natural contour and
elevation, and stabilized with vegetation. Following stabilization, this crossing will be part of the
proposed maintenance corridor for the utility,and as such will be mowed/maintained in perpetuity.
Nofill is required forthe maintenance corridor,thereby avoiding permanent impact atthiscrossing.
Please note,the proposed sewer line crosses Stream 2 near the area of Impacts A and B; however,
this crossing is an aerial line and there are no stream impacts associated with this crossing. Details
of the aerial line are shown on the map labeled`Aerial Sewer Stream Crossing'.
Mitigation
The permanent stream impacts associated with the road crossing have been minimized to 105
linear feet for Impacts A and B. Temporary impacts for the proposed sewer utility have been
minimized and will be restored following construction. As a result of the permanent stream impacts
being less than 150 linear feet,and other impacts being temporary,no mitigation is proposed.
Impact D will result in 0.015 acres of temporary wetland impacts for construction of the sewer line.
The perpetual mowing/maintenance of the 20' easement within the wetlands will result in 0.015
acres of permanent wetland conversion impacts as a result of the permanent conversion from
forested wetland to herbaceous wetland. Since the total permanent conversion impacts are less
than 0.10 acres,no mitigation is proposed.
Stormwater Management Plan
The stormwater management plan consists of a combination of wet retention ponds,constructed
wetlands, and grassed swales designed for 90% TSS removal. The stormwater management plan
has been reviewed by the Town of Cary, and will receive final approval upon issuance of the
404/401 authorization.
Page 3 of 4

Ashbourne Estates South- NWP29 PCN 10 WithersRavenel
October 13,2016
Our People.Your Success.
The current request is for 0.015 acres of temporary wetland impacts,105 If of permanent stream
impacts and 92 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
WithersRavenel
Martin Richmond
Environmental Scientist
Attachments:
• PCN Form
• Wake County GIS Parcel Map
• Agent Authorization
• Aerial Photo
• USGS Topo Map-Green Level Quad
• Wake County Soil Survey
• Approved JD(SAW-2014-01045),October 30,2015
• Town of Cary Buffer Determination letter(TCRB 14-013),July 10,2014
• NCNHP Review Letter(NCNHDE-2037),August 10,2016
• Impact Exhibits
Page 4 of 4

%0 WithersRavenel
40
Our People.Your Success.
PCN FORM

of WA TF9
o� qG Office Use Only:
i Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s)of approval sought from the
Corps: ® Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit(NWP)number: 29 or General Permit(GP) number:
1 c. Has the NWP or GP number been verified by the Corps? FEI es ® 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 For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes ® No ❑ Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation ❑ Yes ® No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes ® No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No
2. Project Information
2a. Name of project: Ashbourne Estates
2b. County: Wake
2c. Nearest municipality/town: Town of Cary
2d. Subdivision name: Ashbourne Estates
2e. NCDOT only, T.I.P. or state N/A
project no:
3. Owner Information
3a. Name(s)on Recorded Deed: Patra Payseur
3b. Deed Book and Page No. Book 13E Page 1762
3c. Responsible Party(for LLC if
applicable):
3d. Street address: 6317 Lakeland Drive
3e. City, state, zip: Raleigh, NC 27612-6520
3f. Telephone no.: [phone]
3g. Fax no.: N/A
3h. Email address: [e-mail]
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:
4b. Name: Jason Rivenbark
4c. Business name Standard Pacific Homes- Raleigh
(if applicable):
4d. Street address: 1100 Perimeter Park Drive, Suite 112
4e. City, state, zip: Morrisville, NC 27560
4f. Telephone no.: 919—779-7910
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Martin Richmond
5b. Business name WithersRavenel
(if applicable):
5c. Street address: 115 MacKenan Drive
5d. City, state, zip: Cary, NC 27511
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
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): Wake Co PIN#0734-91-5644
1 b. Site coordinates (in decimal degrees): Latitude: 35.787701 Longitude: -78.867156
(DD.DDDDDD) (-DD.DDDDDD)
± 16.41 acres
2. Surface Waters
2a. Name of nearest body of water(stream, river, etc.)to White Oak Creek Stream Index No.: 16-41-6-(0.3)
proposed project:
2b. Water Quality Classification of nearest receiving water: Class WS-V; NSW
2c. River basin: Cape Fear Basin (Jordan Watershed); 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 former residential/agricultural use and currently undeveloped woodlands. General land use in the area is
single-family residential subdivision, with retail commercial use adjacent to the west.
3b. List the total estimated acreage of all existing wetlands on the property:
0.152 Acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial)on the property:
960 linear feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct single-family residential units to meet the increased housing demand
in the Town of Cary.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project consists of construction of a 25-lot single-family residential subdivision, with associated
infrastructure (roadways, water&sewer utilities, stormwater management controls). Standard commercial construction
equipment and techniques will be used during construction of 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?
Comments: An Approved Jurisdictional Determination (SAW- ® Yes ❑ No ❑ Unknown
2014-01045)was issued by Mr. David Shaeffer with USACE
on 10/30/2015. A copy of the JD is included with this
submittal.
4b. If the Corps made the jurisdictional determination, what type
of determination was made? El Preliminary ® Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:WithersRavenel
Name (if known): Martin Richmond Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
• USACE Approved JD issued by David Shaeffer on Oct 30, 2015 (SAW-2014-01045).
• Town of Cary Buffer Determination Letter issued by Jan Patterson on July 10, 2014 (TCRB14-013).
Copies of both the JD and Buffer determinations are included with this submittal.
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 ❑ Yes ❑ No ® Unknown
this project(including all prior phases) in the past?
5b. If yes, explain in detail according to"help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑Yes ® No
6b. If yes, explain.
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
Page 4 of 12
PCN Form—Version 1.3 December 10, 2008 Version

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—Permanent Type of impact Type of wetland Forested (Corps-404, 10 Area of impact
P or Tempora T if known DWQ—non-404, other acres
Impact E ® Yes ® Corps
(Wetland A) Utility Crossing Headwater Forest ❑ No ® DWQ 0.015
❑ P ® T
2g.Total wetland impacts 0.015
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-Permanent (PER)or (Corps-404, 10 stream length
(P)or Temporary(T) intermittent DWQ—non-404, width (linear
(INT)? other) (feet) feet)
Impact A
(Stream 2) Road Crossing UT to White Oak PER ® Corps 3.5 ft 100
® P E] T Creek [:1 INT ® DWQ
Impact B Rip-Rap UT to White Oak ® PER ® Corps
(Stream 2) Dissipater Creek ❑ INT ® DWQ 3.5 ft 5
® P ❑ T
Total permanent stream impacts 105
Impact C UT to White Oak ® PER ® Corps
(Stream 2) Utility Crossing Creek ❑ INT ® DWQ 2.5 ft 68
❑ P ® T
Impact D
(Stream 1) Utility Crossing UT to White Oak El PER ® Corps 2.5 ft 24
ElP ® T Creek ® INT ® DWQ
Total temporary stream impacts 921f
3h. Total stream and tributary impacts 197
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:
5. Pond or Lake Construction
If pond or lake construction proposed, then com Tete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
number pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f.Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ® Other: Jordan
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number- Reason for Buffer Zone 1 impact Zone 2 impact
Permanent(P)or impact Stream name mitigation (square feet) (square feet)
Temporary T required?
Impact A ❑Yes
B1 ❑ P ❑ T El No
Impact B ❑Yes
B2 ❑ P ❑ T El No
Impact C ❑ Yes
B3 ❑ P ❑ T El No
6h. Total buffer impacts
6i. Comments: Buffer impacts will be authorized through Town of Cary
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.
Proposed permanent impacts have been minimized to only those impacts necessary to construct a road to access developable
uplands, and conversion of a forested wetland to an herbaceous wetland within the 20-foot maintenance corridor of a proposed
sewer line. Due to property boundary constraints, alternative access to the developable uplands is not available.
The proposed road crossing of Stream 2 (Impact A, depicted on Map A) requires installation of 100 linear feet of 60-inch culvert
piping, and has been designed to cross Stream 2 at a perpendicular angle. In addition, the proposed road extends east,
following existing site topography as much as possible, and minimizing the extent of required stabilization fill slopes for the
crossing.
The dissipater pad at the base of the proposed culvert(Impact B, depicted on Map A) is required to reduce outflow from the
culvert to non-erosive velocities. The riprap dissipater has been designed for the stone to be installed such that the top of the
riprap matches the pre-construction elevation of the stream bed. This design allows for the temporarily impacted stream areas
to continue functioning as a natural stream by maintaining natural water depths and allowing for passage of aquatic life.
The proposed gravity sewer line has been designed to provide service throughout the project, and has been aligned to match
and connect with an existing, off-site manhole to the south, while minimizing impacts to on-site resources and maintaining
required gradient.
The proposed sewer line crosses Stream 2 (Impact C, depicted on Map B)at a perpendicular angle near the southern property
boundary. This crossing is required in order to access an existing manhole off-site to the south. Impact C is temporary, and will
be restored to natural contour and elevation, and stabilized with vegetation.
The proposed sewer line crosses Stream 1 (Impact D, depicted on Map C)at a perpendicular angle, and is required in order to
provide sewer availability to the developable uplands. This utility has been aligned to match natural topography,with inflections
at the adjacent manholes to provide a perpendicular crossing. This impact is temporary, and will be restored to natural contour
and elevation, and stabilized with vegetation.
The proposed sewer line crosses Wetland D (Impact E, depicted on Map D) near the eastern boundary. This crossing has
been aligned to match natural topography and crosses the wetland at a perpendicular angle. This impact is temporary, and wil I
be restored to natural contour and elevation, and stabilized with vegetation. Following stabilization, this crossing will be part of
the proposed maintenance corridor for the utility, and as such will be mowed/maintained in perpetuity. No fill is required for the
maintenance corridor, thereby avoiding permanent impact at this crossing.
Please note, the proposed sewer line crosses Stream 2 near the area of Impacts A and B; however, this crossing is an aerial
line and there are no stream impacts associated with this crossing. Details of the aerial line are shown on the map labeled
`Aerial Sewer Stream Crossing'.
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 and drainage
areas to protect resources from erosive velocities.
Page 7 of 12
PCN Form—Version 1.3 December 10, 2008 Version

2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ 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 project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal)wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules)—required by DWQ
6a.Will the project result in an impact within a protected riparian buffer that requires ❑ Yes ❑ No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f.Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
Page 8of12
PCN Form—Version 1.3 December 10, 2008 Version

6h. Comments:
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The proposed wet detention ponds will provide 30% nitrogen reduction; ❑ Yes ® No
therefore, diffuse flow through a level spreader is not required.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 32.9 %
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 Stormwater Management Plan consists of a combination of wet retention ponds, constructed wetlands, and
grassed swales designed for 90%TSS removal. The SMP is being reviewed by the Town of Cary, and will receive final
approval upon issuance of the 404/401 authorization.
® 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
apply(check all that apply): El USMP❑Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ® No
attached?
See Section 2b. above
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
Page 9 of 12
PCN Form—Version 1.3 December 10, 2008 Version

5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
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 proposed project is a stand-alone development, situated on a parcel which is entirely surrounded by existing
subdivisions. There will be no additional phases for this project which could result in additional water quality impacts.
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.
Wastewater from the proposed project will be conveyed to the Western Wake WWTP for treatment and disposal.
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?
❑
5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
WR reviewed the NC Natural Heritage Program database, located at http://www.ncnhp.org/web/nhp/home 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 federally listed threatened or 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. The proposed project area contains forested areas with trees over 3" DBH, and therefore is
considered potential northern long eared bat habitat. The USFWS Final 4(d) rule for the Northern Long-Eared bat
specifies that tree removal within the White Nose Syndrome (WNS)Zone is not prohibited as long as it occurs more than
0.25 miles from known hibernacula and does not result in destroying known occupied maternity roost trees, or any other
trees within a 150 ft-radius from the maternity tree, during the pup season (June 1 —July 31). The proposed project is not
located within 0.25 miles of any known hibernacula, nor is there any known maternity roost trees present on the project.
Additionally, clearing of mature forest between June 1St and July 31St is not anticipated for construction of the proposed
project. Therefore, WR 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?
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?
WR 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 identified one resource, listed as the G.H. Baucom House (HPO Site ID:WA0767) is situated on the
project tract. The site plan has been designed to preserve the G.H. Baucom House and immediately surrounding property
in its existing location as shown in the attached impact plans. The preservation of the G.H. Baucom House was a
requirement by the Town of Cary during the rezoning. As a result of the in-place preservation of the house, landscaping,
and native vegetation, the proposed project will not affect the G. H. Baucom House, and will actually result in its
preservation in perpetuity.
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? 70 Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c.What source(s)did you use to make the floodplain determination? http://www.ncf[oodmaps.com/
Martin Richmond 10/13/2016
Applicant/Agent's Printed Name Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12
PCN Form—Version 1.3 December 10, 2008 Version

:0 WithersRavenel
Our People.Your Success.
WAKE COUNTY GIS PARCEL MAP

- Java Ct � �
f Lo -
PIN:0734915644
PIN Ext:000
_ f Real Estate ID:0005075
Map Name:0734 04
Owner:PAYSEUR, PATRA P
Mail Address 1:6317 LAKELAND DR
^� Mail Address 2: RALEIGH NC 27612-6520
L--- r
Mail Address 3:
I Deed Book:
Deed Page:
_-- - tjouse Rd - Deed Date:04/27/2013
Nth Deed Acres:16.41
Building Value:$127,454
~YY Land Value:$1,979,938
1IIIQ� Total Value:$2,107,392
Billing Class:Individual
�Q �V Description:WHITE OAK CREEK LAND
Heat Area: 2188
Site Address: 2421 HIGH HOUSE RD
City:
Township:White Oak
Year Built:1920
I — Sale Price:$0
Sale Date:
`Q l Use Type:SINGLFAM
Design Style: Conventional
X i+ Land Class:Acres Greater Than 10 With House
g., o� Old Parcel Number:
¢, t
49
4. L
55 1 I
P_arksce�g - -
0 220 440 880 ft
m jXA��5 s
1 inch=400 feet
Disclaimer
Maps makes every effort to produce and publish
rye^ the most current and accurate information possible.
However,the maps are produced for information purposes,
r I p I and are NOT surveys.No warranties,expressed or implied
f 'tL '•
W0111ston are provided for the data therein,its use,or its interpretation.

:0 WithersRavenel
Our People.Your Success.
AGENT AUTHORIZATIONS

-4■ WithersRavenel
010 Our People.Your Success.
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser,Standard Pacific Homes.Raleigh (Client)does hereby
appoint WithersRavenel. 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 ±16.4 acre tract
located at 2421 High House Road in Cary INC(Wake County PIN#0734-915-644).
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: 08/12/16
Agent's Name,Address&Telephone: Signature of Client:
WithersRavenel, Inc. Jason Rivenbark, Land Development Manager
(Name- Print) (Title)
115 MacKenan Drive
Cary,NC 27511 (Signature)
Tel.[phone] 1100 Perimeter Park Drive, Suite 112
Mailing Address
Morrisville, INC 27560
City State Zip
Phone: [phone]
Email: [e-mail]
115 MacKenan Drive I Cary,NC 27511
t:919.469.3340 f:919.467.6008 www.withersravenel.com I License No.C-0832
Cary I Greensboro Pittsboro I Raleigh I Wilmington

WITHERS &-,Z_ RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned Owner Patra Payseur (Client) does hereby appoint Withers & Ravenel, Inc. as
his, her, or it's agent for the purpose of petitioning the appropriate local, state and federal
environmental regulatory agencies (US Army Corps of Engineers, NC Division of Water Quality,
NC Division of Coastal Management, local municipalities, etc.) for: a) review and approval of the
jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, riparian buffers,
etc.) and/or; b) preparation and submittal of appropriate environmental permit
applications/requests for the ±16 acre Payseur Property (PIN 0734914644), located at 2421
High House Road 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.
Date: -/1
Agent's Name, Address&Telephone: Signature of Client:
Troy Beasley/Withers& Ravenel, Inc. P. Pc3_ 6w,n e r
(Name- Print) (Title)
1410 Commonwealth Drive" Suite 101 (�"-
Wilmington.
NC 28403 (Signature)
Tel. [phone] 4 -R vscl�. 1
Mailing Address
City u State Zip
Phone:I teL ' q(9 14n 3
Email: r c��-� -� of.• r-Y-.GOm
115 MacKenan Drive I Cary, NC 27511 tel.:[phone] fax:[phone] www.withersravenel.com License No.C-0832
1410 Commonwealth Drive Suite 101 1 Wilmington, NC 28403 tel:[phone] fax:[phone]
7011 Albert Pick Road 'Suite G Greensboro,NC 27409,tel:[phone] ;fax:[phone]

:0 WithersRavenel
Our People.Your Success.
AERIAL PHOTOGRAPH
USGS TOPOGRAPHIC MAP
WAKE COU NTY SOI L SU RVEY MAP

GRAPHIC SCALE
0 loo 200
1 inch = 200 ft. - - • - ��/
v _+ _ HDUS AD
c F.. .r
Tlk
—um
IL
i Y
y � �
r `
i
-j
u r
i
-
-L
r ,
4
,
,
n
,
y
PAYSEUR PROPERTY-HIGH HOUSE RD AERIAL PHOTO WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
LCARP WAKE COUNTY NORTH CAROLINA

GRAPHIC SCALE
0 1000 2000 1 %
`�-• ''�•-`V, III � + � +,� �� ! 4, k �^ ,i- ,/
1 inch = 2000 ft. \ r� ?.,• 7 `/ �y1P_�,._ Y '— ----- 1 J r
r 41+
PT A
JN u
- .. � �...r � -Jift��i'� j� f �,«.''_-�� �fC �1 1/.� �� ■' .� �---�. � f j_y1 v'S \. � - �j`'`. �b�4 ,.
" �
t_
Lj—
� — —.: � .���� _�:. �`t+.r:f.1, .. � �.�`A`�—��"•--�� ,?T �,iy'~`—_.s.rY�' ,,` " •,y ��� • � '1, I ��, if
"r��,,,I. i -- �-_.:rte✓ v .t,k.,.�� + �` � s,�' �_. ,. - �J ,r;`` � /,�}Y,.
l5 f _ �SI ,`vf ....�j � � �r �+ •� y. V .i-� "� y���--� � .�..,��1.� � y } °rl!f'}/, '�—Y ' r �'.�', �r
1 f _ . ��I I r I..'Trf dttCtclt• — r u
c ! •, �—
t
va
o - t • s 1�
a I I
• � T5
Gem. ` ..
Y , 4
r ' 'I �,�
1,ti.6
� i ', ; ., ,I `� <r� .� ` .r' 1'^.=tea :.� .� �,
IZ
" ' / �'. \; �� - _ �� A �tiy� �• �1 T fir. `'1' -
PAYSEUR PROPERTY— HIGH HOUSE RD USGS QUAD — CARY WITHERS RAVENEL
INiINIf llf 1 ►LAMNfRf 1 3YRYfYaff
U
r'nP.1 WAKE CGY 9Y NORU,CARD INA

GRAPHIC SCALE 1 +/" O
o zoo aoo , y +APO" �•� ,�
.71
i V.
Ism
1 inch = 400 ft.
"` __• . s ,
tiroom.0
J y
I �/ II J r. s ��
94 '00
R
• V {
�o
sump
4
ow
rIf 40,01
UP
PAYSEUR PROPERTY- HIGH HOUSE RDIF USGS QUAD - CARY WITHERS RAVENEL
!!!1!!!w! 1 �LA!!!!5 I. !IIl YlTO!!
f AHY WAKE COUNTY M[1R171 CnRCkiNA

GRAPHIC SCALE
0 154 370
1 inch = 300 ft. � rC
Ilk rc �
W
a }
1
Cry
r t
CAC y
PAYSEUR PROPERTY- HIGH HOUSE RD WAKE CO. SOIL SURVEY- SHEET 55 WITHERS RAVENEL
aMalMeeas I PLANNERS IfuKwaraa:
C,\RV WAKE CC UN7w NOR TI I CAFMNA

:0 WithersRavenel
Our People.Your Success.
APPROVED JD
SAW-2014-01045
OCTOBER 30, 2015

U.S. ARMY CORPS OF ENGINEERS COPS"
WILMINGTON DISTRICT
Action Id. SAW-2014-01045 County: Wake U.S.G.S. Quad:NC-GARY
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Patra Payseeur
Address: 6317 Lakeland Drive
Raleigh,North Carolina,28612
Telephone Number: 919-846-6473
Size(acres) 16.41 Nearest Town Cary
Nearest Waterway Bachelor Branch River Basin Haw
USGS HUC 03030002 Coordinates Latitude:35.7877
Longitude: -78.8665
Location description: The subject property is located 0.22 miles east of the intersection of NC-55 and High House
Road.PIN: 0734915644.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information,there may be waters of the U.S. including wetlands on the above described project area
. 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 fiuther 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 project area 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 project area 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 waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present workload,the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation,you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
X The waters of the U.S. including wetlands on your 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.The approximate boundaries of waters of the U.S. are shown on the
enclosed wetland delineation exhibit dated May 28,2014.
_ The waters of the U.S, including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published
regulations,this determination may be relied upon for a period not to exceed five years from the date of this notification.
Page 1 of 2

sAw-2014-01045
_ 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
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 David Shaeffer at 919-5544884 X31 or
David.L.Shaeffer .usace.arm .mil.
Basis For Determination: Based on information submitted by the prgperty owner,the Draiect area exhibits
criteria for waters of the U.S.as defined in 33 CFR 328 Reeulatory Guidance Letter 05-05, the,1D Guidebook(i.e.
R_:r anos Guidance),the 1987 Wetland Delineation Manual,and the Regional Supplement to the 1987 Manual: Eastern
Piedmont and Mountains v2.0.
Remarks: None.
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 frorn 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 December 29,2015.
**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: 10/30/2015 Expiration Date: 10/30/2020

SAWl 2014-01045
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 our customer Satisfaction Survey online at
http://corpsmapu.usace.army.mil/cm_apex/f.?p=136:4:0.
Copy furnished:
Agent: Withers and Ravanel
Martin Richmond
Address: 115 MacKenan Drive
Cary,North Carolina 27511.
Telephone Number: 919.469-3340

SAW-2014-01045
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Patra Payseeur File Number: SAW-2014-01045 Date: 10/30/2015
Attached is: See Section below
INITIAL PROFFERED PERMIT(Standard Permit or Letter of erinission) A
❑ PROFFERED PERMIT(Standard Permit or Letter ofpermission) B
❑ PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I-The following identifies your rights and options regarding an administrative appeal of the above decision,
Additional information may be found at http://www usace army mil/Missions/CivilWorks/1±tegulatoryPro ramandPermits.aspx 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. 1:1'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.

SAW-2014-01045
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish,you may request an approved JD(which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION 11-REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION:The appeal is limited to a review of the administrative record,the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer,Wilmington Regulatory Division,Attn: Mr. Jason Steele,Administrative Appeal Review Officer
David Shaeffer,3331 Heritage Trade Drive,Suite 105, CESAD-PDO
Wake Forest,North Carolina 27587 U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street,Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants,to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the o portunitto artici ate in all site investigations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer,Wilmington Regulatory Division,David Shaeffer,
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]

GRAPHIC SCALE
1 inch — 150 R.
op
Ar
OW Ar
c -
r
s
NOTES:
E�
1) WETLAND&STREAM ARE APPROXIMATE, BASED ON
GPS LOCAITON OF WETLAND DELINEATION ON 5/5/14.
PAYSEUR PROPERTY- HIGH HOUSE RD WETLAND DELINEATION EXHIBIT WITHERS RAVENEL
eMureeues 1 PLAM11922 i suarerous

:0 WithersRavenel
Our People.Your Success.
TOWN OF CARY BUFFER DETERMINATION
TCRB 14-013
JULY 10, 2014

NORTH CARO N
f
0
00
o
WATER RESOURCES DEPARTMENT
July 10, 2014
Troy Beasley
Withers and Ravenel
1410 Commonwealth Drive, Unit 101
Wilmington, NC 28403
Subject:. Jordan Lake Watershed - Urban Transition Buffer Rules
Real ID#0005075 Payseur Tract (2421 High House Rd)
TCRB 14-013
Dear Mr. Beasley:
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 Urban Transition
Buffer (UTB) Rules. This project, as referenced by the Town of Cary as TCRB 14-013, includes
features as depicted on the attached maps. The table below summarizes the stream determinations
made in a site visit on June 16, 2014. This determination is valid until June16, 2019.
Reference ID USGS Ma 100 Ft. Buffer Soil Survey Ma 50 Ft. Buffer Not Subject
A x*
B x**
*Stream subjectivity not contested.
**Feature not subject within 50 ft of property line.
Sincerely,
S)an4oPatterson
Town of Cary Water Resources Department
l
TOWN Of CARY
318 North Academy Street •Cary,NC 27513•PO Box 8005•Cary,NC 27512-8005
tel [phone] fax [phone]• www.townofcary.org

WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
Buffer Determination Request Information
High House Road South Property
Applicant - Patra Payseur
6317 Lakeland Dr
Raleigh, NC 28612
Property Owner— Same as Applicant
Written Authorization— See Attached Agent Authorization Form
Physical Address— 2421 High House Rd, Cary NC
Municipality— Town of Cary
County- Wake County
PIN - Wake Co Pin# 0734915644
Drainage Basin— Cape Fear (Jordan Lake Watershed)
Receiving Waters— White Oak Creek
Stream Index— 16-41-6-(0.3)
Surface Water Classification—WS-V;NSW
Decide rg ees— 35.787701°N, -78.867156°W
USGS Quad Map— Cary Quadrangle
Soils Map— Wake County Soil Survey Sheet 55
Total Area ±16.41 Acres
1410 Commonwealth Drive,Suite 1o1 Wilmington,North Carolina 28403 tel:[phone] fax:[phone]
www.withersravenel.com

WITHERS &-,Z_ RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned Owner Patra Payseur (Client) does hereby appoint Withers & Ravenel, Inc. as
his, her, or it's agent for the purpose of petitioning the appropriate local, state and federal
environmental regulatory agencies (US Army Corps of Engineers, NC Division of Water Quality,
NC Division of Coastal Management, local municipalities, etc.) for: a) review and approval of the
jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, riparian buffers,
etc.) and/or; b) preparation and submittal of appropriate environmental permit
applications/requests for the ±16 acre Payseur Property (PIN 0734914644), located at 2421
High House Road 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.
Date: -/1
Agent's Name, Address&Telephone: Signature of Client:
Troy Beasley/Withers& Ravenel, Inc. P. Pc3_ 6w,n e r
(Name- Print) (Title)
1410 Commonwealth Drive" Suite 101 (�"-
Wilmington.
NC 28403 (Signature)
Tel. [phone] 4 -R vscl�. 1
Mailing Address
City u State Zip
Phone:I teL ' q(9 14n 3
Email: r c��-� -� of.• r-Y-.GOm
115 MacKenan Drive I Cary, NC 27511 tel.:[phone] fax:[phone] www.withersravenel.com License No.C-0832
1410 Commonwealth Drive Suite 101 1 Wilmington, NC 28403 tel:[phone] fax:[phone]
7011 Albert Pick Road 'Suite G Greensboro,NC 27409,tel:[phone] ;fax:[phone]

rGRAPHIC SCALE
0 75 150 Fd
I inch e:
1 ft. — —
Owl
e
7
� r
-
9 ,
.. r ^ � -erg ..• e. � 5. �.
-
__ °f JC• c s
7'
�I
k , E
5 dc. fe •M
4 1 UNMAPPED '
STREAM , IIIII �..
1
s � �
e ,
♦
�.. L
r"
VIII ��II �
-1ye Az
a
WITHERS RAVENEL
PAYSEUR
PROPERTY
• HOUSE , ENGINEERS I PLANNERS I SURVEYORS
CARY WAKE COUNTY NORTH CAROLINA

GRAPHIC SCALE0 150 300
t�#
1 inch — 30(]ft. .,� r "' • .. .:
ti
4TC2
- tr
r
■
r
Cry f r
C
EEUR PROPERTY- HIGH HOUSE RD WAKE CO. SOIL SURVEY- SHEET 55 WITHER8 RAVENEL!il41MilRs I PLANWlRS I SORYRMO;!
WAKE 9OUN1Y NORTH CAROLINA 11 i

GRAPHIC SCALE
t +
0 200 400 �► .+ .ter '}�
1
` t or Y`r
1 inch = 400 ft. � `� � - -• �-
•` �,• r o
of
k
r
N �
` FEATURE AAll
r
or
K �' ! �►
S7-4- Jr
r
' ,�
1 -
10
14
1` h
•'! - •i� � / `� rani' i .0'
PAYSEUR PROPERTY- HIGH HOUSE RD USGS QUAD - CARY WITHER8 RAVENEL
LNi1NlLRf 1 PLANNERS I SURVEYORS
CARY WAKE COLM1lY NORTH CAROLINA [I

:0 WithersRavenel
Our People.Your Success.
NCNHP REVIEW LETTER
NCNHDE-2037
AUGUST 10, 2016

PAT McCRORY
SUS:+1L KLUTTZ
Natural an d ' T'
Cultural Resources
NCNHDE-2037
August 10, 2016
Martin Richmond
Withers & Ravenel
115 Mackenan Drive
Cary, NC 27511
RE: Ashbourne Estates; 02150381
Dear Martin Richmond:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates that there are
no records for rare species, important natural communities, natural areas, or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one-mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one-mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund (CWMTF)easement,
or Federally-listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Suzanne Mason at suzanne.mason&ncdcr.gov or 919.707.8637.
Sincerely,
NC Natural Heritage Program
--"-'Nothing Compares
State o1FNorck C=Ll a I Depa Eml Dfla=21 and Gnl�Rmawas
109 Fast am_-Sttea I Rale46NC27601
919407-730D

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Ashbourne Estates
Project No. 02150381
August 10, 2016
NCNHDE-2037
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date Rank
Dragonfly or 32043 Coryphaeschna ingens Regal Darner 2004-Pre H? 5-Very --- Significantly G5 S2?
Damselfly Low Rare
Reptile 35531 Ophisaurus attenuatus Slender Glass Lizard 1979-09-13 H? 5-Very --- Significantly G5 S2
Low Rare
No Natural Areas are Documented Within a One-mile Radius of the Project Area
Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area Name Owner Owner Type
Wake County Open Space Wake County: multiple local government Local Government
Wake County Open Space Wake County: multiple local government Local Government
Wake County Open Space Wake County: multiple local government Local Government
Wake County Open Space Wake County: multiple local government Local Government
Wake County Open Space Wake County: multiple local government Local Government
Wake County Open Space Wake County: multiple local government Local Government
Wake County Open Space Wake County: multiple local government Local Government
Wake County Open Space Wake County: multiple local government Local Government
Wake County Open Space Wake County: multiple local government Local Government
Definitions and an explanation of status designations and codes can be found at https:Hncnhde.natureserve.org/content/help.Data query generated on August 10,2016;source:NCNHP,Q2 June 2016. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-2037: Ashbourne Estates
-,n Abbey D4.
IRn
`cz -
a
of
i T... 9rp old
T.rn
10.1❑r i,onnemara 0` - y`y\1
x LP e
m V
ton Or `D.- Up clIU rch
13m
tone V2:.
t41gH' TIIA,„
tq h.Sou
gU ,;ingtr8a(e Gr'y
-- -' 911 rr
sake
reek Vlllaye o .� o Iir7rlen Ko`'
a sno _ .
P1" O PI.-9 IdtllnQ� 1A \ r�`n ��P Yorkhllli
lil oen
vel W _ I \ Pry er sin
P A 9
5i NOr
S� ~'Rb
u
Vryal Creak W P.aix' Mint 11111 Dr
o m
W E
Tume,creek Rd Sn—Camp Dr
- se
- Salk Hope Dr
42
-'�evreY Or Ba \CI
re
S Park V111a9e V
a n„a`e
August 10,2016 1:22,336
mi
Fl Project Boundary o 0.175 o.I 0I I
❑ Buffered Project Boundary o 0.3 0.6 1.2 km
�>_-... Managed Area(MAREA) Sources:Esri,HERE,DeLorme,Intermap,increment P Corp.,GEBCO,USGS,
FAO,NPS,NRCAN,GeoBase,ION,Ka faster NL,Ordnance Survey,Est Japan,
METI, Esri China (Hong Kong), swisstopo, Mapmylndia, © OpenStreetMap
contributors,and the GIS User Community
Page 3 of 3

:0 WithersRavenel
Our People.Your Success.
IMPACT EXHIBITS

SHEET SET
1.0 STREAM/WETLAND IMPACT OVERALL
2.0 STREAM IMPACT MAPA
2.1 AERIAL SEWER STREAM CROSSING
2.2 DETAILS STREAM CROSSING
3.0 STREAM IMPACT MAP B
4.0 STREAM IMPACT MAP C /s cREresloEwAue / � � / 1 ' r -1
5.0 WETLAND IMPACT MAP D _ �: '`/� '''''' ' HISTORIC PRESERVATION EASEMENT w I I Oytl,
6.0 SEWER OUTFALL STREAM�CRBSSttdG 6ET(ptILS / EXISTING HOUSE(TO REMAIN PER � 1 21 cZONING CONDITION) Q 1 23 22 5, Z/ o / ( 'e i t 1 25 24 20 roWELL HOUSE ,v11W. Ln
Lu
/ ��'' / \ m r__ MAPA;00
Ss
00
CL
I� 100
� — � —� STREAM 2 �N � Q w
' `♦ // 1 v / ~ujO
-�- I w
MAP D /
I � � � ♦ ` ` 12 / � ' �� � / ` / � 19 I v~i
�` �` / // ♦ / / Q
CONSERVATION EASEMENT MAP C
.'..,..
MAP B T .........
0 11 ` ✓ / / I' WETLAND 6 ...
1. 10 W
w
VICINITY MAPss
— — — _ s
J
20'UNDISTURBFft aIIFFERV) }
I / TEREWERERIM70
\
CENTERED A80U IPE
z O Z ^o
F�olse Rd 1 qa
STREAM "
t
v
h IMPACT DATA TABLE
E
TEMPORARY STREAM IMPACTS
IMPACT C:156 SF,68 LF Y
IMPACT D:60 SF,24 LF
TOTAL ENVIRONMENTAL INVENTORY GRAPHIC SCALE
TEMPORARY WETLAND IMPACT 100 0 50 100 200
IMPACT E:651 SF,.015 AC STREAM:3,568 SF,1,003 LF
PERMANENT STREAM IMPACT WETLAND:4,014 SF 1 inch=100 ft. c
IMPACT A:371 SF,100 LF
IMPACT B:13 SF,5 LF o
z

- - - - - - - � / / / i ' \� �Sl/�/ / FINISHED
-GR
CENTERLINE v N
PROPp / -7 380
QED Ro'A
ro
W ` dam
4"PROPOSED WL L v Y
/ \` P
h
IMPACT A- \ / I // // AF,
` s PERMANENT \ ' // / --
W � 375
24"RCP - ---- ------- -
�` SF EXISTING
97' PIPES
GROUND d
CENTERLINE_ Q
60" DIAMETER
(/STREAM 2 L ' / \I /// / / / 24"MIN. a a
= PERENNIAL s /� /� / // � 60'RCP — � CQ
IMPACT B - Lu
/ c1i PROPOSED // - --- --------- —
RIP-RAP DISSIPATER / I - --- -T
- PERMANENT370 N
,/ / I // / / – ---- ---------- l/1 Z
AERIAL SEWER CROSSING I W
NO STREAM IMPACTS / / /
�o�on1E 1— Q
SEE SHEET 2.1 / / PROPOSED / /
/ FOC
N
� — W
60"RCP Lu
PROPOSED
BOC / 0
s / / 20'ZONE/2
-- –––– --------- o V
TOP of BANK LEGEND 365
" CONSTRUCTION
LIMITS 3
o
8
SF SILT FENCE IMPACT A (STREAM 2 PERENNIAL)
m
TP TREE PROTECTION FENCE PERMANENT STREAM IMPACT: Y
371 SF, 100 LF
GRAPHIC SCALE BUFFER CULVERT CROSSSECTION
TOP OF RIP RAP RIP RAP 20 0 10 20 40 SCALE 1"=20' o
IMPACT B (STREAM 2 PERENNIAL)
TO MATCH VERTICAL 1"=2'
STREAM IMPACT AREA
PRE-CONSTRUCTION PERMANENT RIP-RAP
STREAM CONTOUR
1 inch=20 ft. DISSIPATER IMPACT: c
RIPRAP APRON DETAIL PERMANENT RIP RAP IMPACT AREA 13 SF, 5 LF o
iINTSz

AERIAL SEWER STREAM CROSSING
390 390
T h�
C Z Z 3
�n
385 385 �o
N-M
C =W
d A ik
L �qv
tj
w..
AFAF
380 1380
w
N N V
375 375 C)� Z
w Fli
3: N
LU �`"
J u
Q
i ---
370 370
' Ln
z
I I I W
n-v'a I I I Q
67.2'I I I ~
Ln
I I I LU
I I I W
365
365 2a°
RCP
EOM
W
8 N c
a
u
O N
Z z C N
360 360 a
ffi Cn ui Co CO Il- t` N N Co CO I� m 3
Cb 00 ti —1- Cfl Cfl II-- r-_ ti ci 'N
Co Co M M Co Co M Co M Co co co o
E
E
S m
i
SCALE. GRAPHIC SCALE
g 1 " = 40' HORIZ. ao o zo no ao
0
1 " = 4' VERT.
1 inch=40 Ft.
0
z

— `�— P \ /� Li 1'l� 2' MIN �1'
QS / \ /// 2 2
RQP ED I^,/ h �♦
RQA�
/ � TEMPORARY STREAM BYPASS ♦ ♦// / LINE BOTTOM
/ V VA Y / / \ ` ♦ l TARP
PROTECTION °
2' 1' _
/ / ` / ♦/ I / TEMPORARY STREAM BYPASS DITCH SECTION C N r
♦ NTS
/ ` / ♦/ �/ / rro — 3
n 3
/�♦ / / CIE v M
/I / ROADWAY CROSS DRAINAGE PIPING CONSTRUCTION SEQUENCE L S o u
1) CONTRACTOR TO INSTALL ALL CROSS DRAINAGE PIPING —v v
DURING A PERIOD OF TWO DRY DAYS. S
2)INSTALL TEMPORARY SEDIMENT TRAPS AND TEMPORARY
L✓S ' �' // // DIVERSIONS AS SHOWN ON THE PLANS.CLEAR ONLY AS REQUIRED 3 w M
j TO CONSTRUCT THESE DEVICES.
' IMPACT A- \ I // // 4)CONSTRUCTISEEWER FROM EX MANHOLE TO MH-##. AF,
PERMANENT \ / I/ / 5)CONSTRUCT CULVERT.
IREHYDRANT� S / / / / / 6)WHEN CONSTRUCTION OF CCULVERT PIPING IS COMPLETE
SEMB a IN, / INSTALL SILT FENCE AS SHOWN.
' 7)BEGIN BACKFILLING AROUND CROSS DRAINAGE PIPING.
97'
1 ' PIPES 8)REMOVE TEMPORARY SILTFENCE THAT CROSS PROPOSED ROADWAY WHEN
Q 7
C BACKFILL REACHES SILTFENCE.
�/� cP I e 9)BEGIN REMAINING ROADWAY CONSTRUCTION. V
u""u" DIAMETER ENTE ALL EROSION CONTROL DEVICES AS SHOWN TO PREVENT SEDIMENT Z
/ ENTERINGING THE CROSS DRAIN PIPING N
11)CONTRACTOR WILL BE RESPONSIBLE FOR ALL SUPPLIES REQUIRED FOR N
I // / ANY PUMPING OF WATER FLOW UNTIL BYPASS
STREAM 2 L ' / / IS BUILT. J_j Q 0
_ PERENNIAL S / / / I / / / � U
ui
<Q- -TEMPOR BYPASS
/ I/ / - - - - - -tHANNE F PF! / / , � � \ /S/��� - w
IMPACT B - / — — NN6T,3E/ ` , 1 ♦// I
/ I PROPOSED —etglT TRUCTEID 6THIN/3 / // / \ / / I V)
. RIP-RAP DISSIPATER // I / EOPI / _ DAYS USING PIMP/
/ PERMANENT / I / / _ _ , - __ - -ME-THOD8.
AERIAL SEWER CROSSING W Z
/ NO STREAM IMPACTS
�0�Z0N_E 1— / / / - /
PROPOSED /
SEE SHEET 2.1 / / / j '/ // �� // N
/ // �a- � / •1 I / / N� FOC w
LuIle
// / / / I / �� �♦ ♦/ / / / Z
PROPOSED _-SILT NCE P /^ I L' N // TrS",��"(O Y SFLTFE
BOC // TO-ST A ♦ I 5 / // U�11mt AL IND
m
20'ZONEI2 / / /
/ � � � � R� � �/ / / //�PE�ON TRU ITJN =
I / C �TFZUC I� ) l / ''�� / / N r
—
CONSTRUCTION EROSION CONTROL DETAIL
LEGEND
® CONSTRUCTION P 9A-R-0�FSDURING
E LIMITS // / /�� — \ (ONSTRUC%ION/�/ C NS UNCTION LYMITS
g / / / / /TRE PROTECTION m
SF SILT FENCE / / j j — — �� // / / ND SIJ7T FENCE/
TP TREE PROTECTION FENCE
GRAPHIC SCALE
y 20 0 10 20 40 — — BUFFER
v
1 inch=20 Ft. STREAM CROSSING DETAIL (PRE CULVERT CONSTRUCTION) c
1"=30'
0
z

STREAM 2 PERENNIAL /// M
20'ZONF // ////♦ ♦///// 31, \ 1 I — 355
/ rpF / / / FFR / // ♦/ / I \ \ 1-13
7'p IMPACTC-
TEMPORARY
TP
3
Ss r0
ss q o
/ 20'TOC UTILITY d� / / / ss
EASEMENT dl ss
w�P
IM
/— / / / / TP SEWER
/ / / 20'TOC UTILITY/ / TP \ OUTFALL i G!` I 350 ,,
EASEMENT
30'TYPE B i / / / ♦/'♦ __ Ir '_ s i/ // / .
/ BUFFER I TREE
PROTECTION / / !� / - BUFFER Z
FENCE l / /i/ i STREAM 1 MAPPED) Q
INTERMITTENT // // � U
� � Q m
SEWER
OUTFALL
/t7
7"`
SILT FENCE / !/ // /// // //
/ A/ //
Q
Lu
BUFFER / 345 uq
BUFFER
ZONE1 y /
ZONE 2w Z
36.43'DIP@0.61% �
Q
EXISTING SEWER / / \ CROSSSECTION W
MANHOLE / SCALE I"=20' W
VERTICAL 1"=2' Z
EOM
W
2
N c
a
V
O N �
LEGEND
Z76<
r p
0
IMPACT C CONSTRUCTION
— i LIMITS v
g TEMPORARY STREAMgF SILT FENCE
IMPACT (PERENNIAL):
156 SF TP TREE PROTECTION FENCE
GRAPHIC SCALE 68 LF — — BUFFER
0
20 0 10 20 40
STREAM I M PACT AREA o
1 inch=20 ft. c
0
z

/ I 5Nz
I - 360 �
^^11 10 v
/ j
3w�P
20'TOC EASEMENT STREAM
/,
1 \ _ 360 L
00
AN-18 / ACL
SANITARY SEWER
OUTFALL_ I
U
/s // /S 355
I u
as
_ �// M7 / / I Q
S _ %
TREE PROTECTION
SILT FENCE ��FENCE / �- / / \J W
��ij/ � IMPACT D-
/ / — — TEMPORARY
V)
W Z
� H
L/711
_ Lu
W
Z
E 48.95':8"g^plp. 0 350 =O
s
1.36/ m
8 N c
a
u
N
Z r p N
CROSSSECTION
LEGEND
SCALE 1"=20'
VERTICAL 1"=2' ;, a
CONSTRUCTIONA 3
E GRAPHIC SCALE LIMITS
20 0 10 20 40 IMPACT D
s SF SILT FENCE
SIMMONS v
TEMPORARY STREAM Y
TP TREE PROTECTION FENCE
1 inch=20 ft. IMPACT (INTERMITTENT):
60 SF RB RB BUFFER
0
24 LF
g STREAM IMPACT AREA
Illur
0
i z

WETLAN S 370
/ \ \
roC vN«
Z V 3
\ 20'PROPOSED /— /� \ cr- ;o
\ Vl ooV
TOC UTILTY EASEMENT
IN,
— / AF/
SILT / �y` \ IMPACT- E
/ WETLAND _ 365
I FENCE �s z
ui
TREE PROTECTION
FENCE
/ - - -
7a 4C
CONSTRUCTION LIMITS i w
SCALE 1"=20'
VERTICAL 1"-2' Q
SANITARY SEWER / / / / V)
jSS 20'PROPOSED TOC / / / i / / // // Lu
UTILITY EASEMENT / / / / / / Lu
Z
O
m
V) >
0
LEGEND o
Z
�a�
CONSTRUCTION
LIMITS
°p 3
IMPACT E: IMPACT E: SF SILT FENCE `
E
TP TREE PROTECTION FENCE O
TEMPORARY WETLAND PERMANENT WETLAND
GRAPHIC SCALE IMPACT: CONVERSION IMPACT RB RB BUFFER
20 0 10 20 40 651 SF, .015 AC 651 SF, .015 AC
WETLAND IMPACT AREA o
1 inch=20 ft.
o
z

IMPACT E--
TEMPORARY WETLAND IMPACT
Z
>
� v� / / ! // / // � i �l I ISI L✓ Ili / / I I I � ` / — � \ � � 651 SF,.015 AC — _ " � U "v�
/♦/' / / / 1 //' / / � - I III II II / I I \ _ = �� � _ _ CU � 2
u
/ � / /� � //SII//// �.
O / / / / / / / / I IMPACT D-
TEMPORARY
TEMPORARY STREAM IMPACT
SILT FENCE PARALLEL /X/z" j/� I I 60 SF,24 LF _ -! \ SF/ / / ``
TO STREAM AFTER /— ///� j/� I / 7�5�
SEWER CONSTRUCTION
�// / / / // I \ \� � � � 360
SILT FENCE PARALLEL I-
TO STREAM AFTER J 0
_ _ i — — — — — — SEWER CONSTRUCTION// // Q
ss // ss/ i � �// LLZ
Q V)
uj
/ IMPACT C-
/ — TEMPORARY STREAM IMPACT -1, W
/1'09 / / '� 156 SF,68 LF- / / — — — _ I N Q
N / / ��� — — — _ Lu
SILT FENCE PARALLEL�`O / / / �, — — / n
/ _ _ _ — TO STREAM AFTER / / L I I-
- / / SEWER CONSTRUCTION / / / / / _ \ // / I l�
LuSILT FENCE PARALLEL /�
TO STREAM DURING/'
SEWER CONSTRUCTION — N
Lu
Lu
Z
g 20' SEWER EST / I
CENTERED ABO�JT PIPE
SEWER STREAM/WETLAND CROSSING LEGEND
ENLARGEMENT
1"-30' CONSTRUCTION
0
LIMITS o o
Z no
qQ m o
SF SILT FENCE
STREAM CROSSING CONSTRUCTION SEQUENCE:
1) CONTRACTOR TO INSTALL ALL SEWER PIPING DURING A PERIOD TP TREE PROTECTION FENCE
E GRAPHIC SCALE OF TWO DRY DAYS. _ _ _ _ _ BUFFER
so 0 15 so 60 2) INSTALL TEMPORARY SILTFENCE, SILT FENCE OUTLET, AND TREE FENCE.
3) CONSTRUCT PIPE FOLLOWING THE BEDDING DETAILS. Y
4) ONCE SEWER IS CONSTRUCTED, REINSTALL TEMPORARY SILTFENCE AND WETLAND IMPACT AREA
1 inch=30 ft. SILT FENCE OUTLETS.
5) MAINTAIN ALL EROSION CONTROL DEVICES AS SHOWN TO PREVENT 10
SEDIMENT ENTERING THE STREAM. STREAM IMPACT AREA
c
o
z