20160489 Ver 1_401 Application_20160516

HUYSMAN & BANDY, INC.
WETLAND AND ENVIRONMENTAL CONSULTANTS
Mrs. Tasha Alexander
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Dr. Suite 105
Wake Forest, NC 27587
RE: Nationwide Permit 29
Hawthorne at Parkside
Cary, NC —Wake County
PAID
'?a' 6048
April 29th, 2016
Wqr
Mrs. Alexander,
Attached please find a Pre -Construction Notification for a Nationwide Permit 29 to cAftuct
infrastructure associated with an apartment complex located off of Okelly Chapel Road in Cary,
NC. The impacts are limited to 137 liner feet of permanent stream impacts as well as 25 linear
feet of temporary impacts for the construction of a sanitary sewer line, based on a delineation
submitted to your office by Soil & Environmental Consultants, PA. Buffer impacts associated
with the road crossing total less than 150 linear feet and 1/3 of an acre.
Project Purpose
The purpose of the proposed project is to construct an apartment complex in an area with
mixed residential development to provide multi -family housing opportunities for this economic
sector. Impacts are necessary to access high ground and to maximize the economic return
through net leasable space, as well as to comply with DOT requirements regarding ingress and
egress to the site.
Proiect Need
The stream impact is necessary in order to access the high ground located centrally within the
site, where the apartment complex is located. Further, the stream crossing is necessary in
order to meet the standards regarding line of sight mandated by DOT in order to have dual
multilane ingress and egress from both Okelly Chapel Road as well as NC Highway 55.
The temporary construction impact associated the utility is necessary for the construction of a
sanitary sewer to properly remove and treat wastewater, another condition of the Clean Water
Act.
Proiect Description
The project consists of the proposed apartment complex, club house and amenities, retaining
walls, appurtenant parking facilities, and construction of a multilane through -access road. Local
approvals require the establishment of stream buffers and open space. Transportation
approvals mandate the establishment of multilane ingress and egress for safety and they
dictate that the driveways be located within a certain range of locations.
Christopher Huysman Tamp Bandy
170 Dew Drop Road 4108 LB Propst Drive
Sparta, NC 28675 Conover, NC 28613
336.406.0906 828.302.3437
Chris [e-mail] [e-mail]

HUYSMAN & BANDY, INC.
WETLAND AND ENVIRONMENTAL CONSULTANTS
An offsite utility line is also planned as a way to provide sanitary sewer to the residents of the
apartment complex. A construction profile of this sewer line has been provided with this
application. Oak mats will be placed along 25 linear feet of stream to allow the temporary
crossing of machinery necessary for construction of the sewer. There will be no loss of waters
associated with the temporary impacts as they will restored to pre -construction contours and
elevations after construction and will be allowed to re -naturalize. The impact drawings include
sufficient detailed site specific topographical data to reconstruct the pre -construction
conditions.
Avoidance and Minimization
The central location of the apartment complex was carefully planned as to minimize impacts to
regulated waters. The road crossing has been designed to utilize retaining walls, approximately
20 feet in height, in order to minimize the impact to the regulated stream. The construction of
higher retaining walls becomes unpractical as the cost of building such walls becomes
increasingly infeasible as the height is increased.
Mitigation
As the stream impacts associated with the project total less than 150 linear feet and there are
no wetland impacts, mitigation for the loss of waters is not proposed.
Buffer mitigation is also not proposed as the buffer impacts associated with the road crossing
total less than 150 linear feet and 1/3 of an acre of riparian buffer.
Please do not hesitate to let me know if you have any questions or if further information is
required to process this request.
Best regards,
Perry Isner
Christopher Huysman Tamp Bandy
170 Dew Drop Road 4108 LB Propst Drive
Sparta, NC 28675 Conover, NC 28613
336 406 0906 828.302.3437
Chris [e-mail] [e-mail]

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
❑ Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
❑ Yes ❑ No
1d Type(s) of approval sought from the DWQ (check all that apply)•
❑Q 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑ No
For the record only for Corps Permit:
❑ Yes ❑ 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.
❑ YesX❑ No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes ❑X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2. Project Information
2a. Name of project:
Hawthorne at Parkside
2b. County:
Wake
2c. Nearest municipality / town:
Cary
2d. Subdivision name
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information `4y P�
3a. Name(s) on Recorded Deed:
RTP 55 Partnership ST Fiy 1
3b. Deed Book and Page No.
B. 003875 p. 00300 ✓0
3c. Responsible Party (for LLC if
applicable):
tiI�TT�
3d. Street address:
5101 NC Highway 55
3e. City, state, zip:
Cary, NC 27519
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑X Other, specify:
4b. Name.
Mike Winstead
4c. Business name-
(if applicable):
Evolve Companies
4d. Street address:
2920-C Martinsville Road
4e. City, state, zip:
Greensboro, NC 27408
4f. Telephone no.:
336.389.9992
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Chris Huysman
5b Business name
(if applicable)-
Huysman & Bandy,-Inc.
5c. Street address:
170 Dew Drop Rd.
5d. City, state, zip-
Sparta, NC 28675
5e. Telephone no:
336.406.0906
5f. Fax no.:
5g. Email address:
[e-mail]
r
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
0736128610
1b. Site coordinates (in decimal degrees):
ILatitude: 35.84417 Longitude: -78.89201
1 c. Property size:
17.28 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Kit Creek
2b Water Quality Classification of nearest receiving water:
WS -IV; NSW
2c. River basin:
Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is forested, the land use in the vicinity of the project is primarily a mix of residential and commercial, with a fair amount of
vacant/undeveloped land
3b. List the total estimated acreage of all existing wetlands on the property: 0.01
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1330
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct an apartment complex to meet the growing housing demands of the region. Impacts are necessary to access
3e. Describe the overall project in detail, including the type of equipment to be used:
The project includes the construction of three apartment buildings, appurtenant parking facilities, leasing office, and utility (water and sewer) lines
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 priorphases) in thepast?
❑X Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: S&EC
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
03/05/15 (Desktop review)
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑X No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams — tributaries ❑X 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.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert/rip rap dissipator
UT to Kit Creek
PER
Corps
4
140
S2 T
Sanitary Sewer
UT to Kit Creek
PER
Corps
6
25
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h Total stream and tributary impacts
165
3i. Comments:
Sanitary sewer crossing will be constructed as aerial span, however temporary oak mats will be placed in order to transport machinery. All slopes will
be restored to original contours and re -seeded
Page 4 of 10
PCN Form — Version 1.4 January 2009

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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
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. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑X Other: Jordan
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
131 P
Culvert/Road crossing
UT to Kit Creek
No
3800
1445
B2 T
Sanitary Sewer
UT to Kit Creek
Yes/No
4000
15160
133
Yes/No
B4
Yes/No
B5
Yes/No
136
Yes/No
6h. Total Buffer Impacts:
7800
16605
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project has been designed to avoid impacts to regulated features to the greatest extent practicable. The only permanent impact is necessary for
through -access per DOT requirements as well as to access high ground. The road crossing will utilize retaining walls, approximately 20 feet in height,
in order to minimize the impact to the stream as much as possible. Higher retaining walls are not feasible as they become very cost -prohibitive.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The site will be constructed under an approved Erosion Control Plan. An aerial sewer crossing will be utilized in order to minimize impacts, with the
only temporary impact in the form of oak mats necessary for installation and the crossing of machinery. Following completion of temporary utility
impacts, all slopes will be restored to original contours and re -seeded and allowed to naturalize.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U S. or Waters of the State?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
ElPayment 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: Choose one
Type: Choose one
Type: Choose one
Quantity -
Quantity:
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.
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested-
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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 X 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: Project falls under 150 linear feet and 1/3 acre threshold required for mitigation.
Page 7of10

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
❑jC 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.
❑X Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
45%
2b. Does this project require a Stormwater Management Plan?
❑x 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 project will adhere to Phase II requirements and will be under review by the local authority, the Town of Cary.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Town of Cary
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
0 Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑X No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑Other.
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

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 ❑X No
use of public (federal/state) land?
1b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑Yes ❑X 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 ❑X 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.
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.
The project includes the installation of on-site sanitary sewer
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
0 Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
O Yes 0 No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Project occurs in a county that is located within the range of the Northern long-Eared Sat, however there are no known hibernaculum locations within
Wake County, therefore we are deferring to Corps guidance for notification.
S. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
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?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes Q No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Wake County GIS
Mike Winstead
c
04/29/16
Applicant/Agent's Printed Name
Applicar t/Agent's Si5ided.) ure
(Agent's signature is valid only if uthorization
Date
letter from theapplicant is
Page 10 of 10

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310
300
290
BOUNDARY AND EXISTING
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SURVEYING DATED 9/15/2015.
PRELIMINARY
MARCH 16, 2016
FOR REVIEW
ONLY
NOT FOR
CONSTRUCTION
TOTAL LINEAR FEET OF STREAM
IMPACT FROM CULVERT
CROSSING = 150'
Hawthorne at Parkside
Evolve Companies
SAW
April 7th, 2016
Permit Drawings
Sheet 3of6
Stream Crossing Profile
HORIZONTAL SCALE 1 "=50'
VERTICAL SCALE 1 "=5'
U+UU 1+00 2+00
HAGEN CULVERT STREAM CROSSING PROFILE
EVOLVE AT PARKSIDE
ENGINEERING, PA 5101 NC HWY 55
PO BOX 14851 - GREENSBORO, NC 27415 TOWN OF CARY NOT FOR RECORDATION,
PHONE [phone] FAX [phone] NORTH CAROLINA CONVEYANCE OR SALES
bhagen(i�hagen-eng.com Drn. BAH I Des. BAH I Chk. BAH I Date 3/16/16 j Sheet STSP
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49
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EXISTING GRADE
310
300
290
BOUNDARY AND EXISTING
TOPOGRAPHICAL INFORMATION
WAS OBTAINED FROM SURVEY
PROVIDED BY SGROI LAND
SURVEYING DATED 9/15/2015.
PRELIMINARY
MARCH 16, 2016
FOR REVIEW
ONLY
NOT FOR
CONSTRUCTION
TOTAL LINEAR FEET OF STREAM
IMPACT FROM CULVERT
CROSSING = 150'
Hawthorne at Parkside
Evolve Companies
SAW
April 7th, 2016
Permit Drawings
Sheet 3of6
Stream Crossing Profile
HORIZONTAL SCALE 1 "=50'
VERTICAL SCALE 1 "=5'
U+UU 1+00 2+00
HAGEN CULVERT STREAM CROSSING PROFILE
EVOLVE AT PARKSIDE
ENGINEERING, PA 5101 NC HWY 55
PO BOX 14851 - GREENSBORO, NC 27415 TOWN OF CARY NOT FOR RECORDATION,
PHONE [phone] FAX [phone] NORTH CAROLINA CONVEYANCE OR SALES
bhagen(i�hagen-eng.com Drn. BAH I Des. BAH I Chk. BAH I Date 3/16/16 j Sheet STSP

290
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270
S2 Temporary Construction
Impact - Oak mats to be used
25 L.F.
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SS
CROSSING PER TOC AERIAL
CROSSING STANDARDS. SEE
DETAIL SHEET C-23. I
BOUNDARY AND EXISTING
TOPOGRAPHICAL INFORMATION
WAS OBTAINED FROM SURVEY
PROVIDED BY SGROI LAND
SUKVLYINL; DAILD 9/15/"ZU15.
Hawthorne at Parkside
Evolve Companies
SAW
April 7th, 2016
Permit Drawings
Sheet 4 of 6
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HAGEN
ENGINEERING, PA
PO BOX 14851 - GREENSBORO, NC 27415
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bhagen(uhagen-eng.coin
290
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SEWER STREAM CROSSING SECTION
EVOLVE AT PARKSIDE
5101 NC HWY 55
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NORTH CAROLINA CONVEYANCE OR SALES
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HUYSMAN & BANDY, INC.
WETLAND AND ENVIRONMENTAL CONSULTANTS
Figure 3: USGS Topo Quad
ect Name:
Owner / Developer:
City / County:
Tax PIN(s):
Coordinates: Scale:
Lat: 35.84417 Long: -78.89201
Hawthorne at Parkside
Evolve Companies
Cary, Wake
0736128610
Date:
graphic 04/08/1 6

L sty,\ Natural Resources
�2� Conservation Service
Soil Map—Wake County, North Carolina
Map Unit Symbol Map Unit Name
WsB2 White Store sandy loam, 2 to 6
percent slopes, moderately
eroded
WsC2 White Store sandy loam, 6 to 10
percent slopes, moderately
eroded
WsE White Store sandy loam, 10 to
20 percent slopes
Web Soil Survey
National Cooperative Soil Survey
Map Scale: 1:3,100 Tprinted on A landscape (11" x 8.5') sheet.
N Meters
0 45 90 180 270
A0 150 300 600 900
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: LRM Zone 17N WC -S.84
Nroject Name: Hawthorne at Parkside
HUYSMAN & BANDY, INC. owner / Developer: Evolve Companies
WETLAND AND ENVIRONMENTAL CONSULTANTS City / County:
Cary, Wake
Tax PIN(s): 0736128610
Figure 4: Soil Survey Coordinates:Scale: Date:
Lat: 35.84417 Long: -78.89201 graphic 04/08/16