20140918 Ver 1_401 Application_20140814

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
sandec.com
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: James Lastinger
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Bob Zarzecki
Soil & Environmental Consultants, P.A.
Re: TYLER PARK SUBDIVISION
Fuquay- Varina, Wake County, NC
Updated 8/22/2014
S &EC Project # 12122
N.C. Division of Water Resources
401 & Buffer Permitting Unit
Attn: Karen Higgins & Cherri Smith
Archdale Building — 91h Floor
512 North Salisbury Street,
Raleigh, NC 27604
On behalf of the owner, HH Hunt Tyler Park, LLC, please find attached a complete application and supplemental
information requesting written concurrence from the U.S. Army Corps of Engineers (USACE) and the N.C. Division of
Water Resources (DWR) that the activities proposed below may proceed under Nationwide Permit 29 and General
Water Quality Certification 3890. Please contact me at (919) 846 -5900 if you have any questions or require additional
information.
PROJECT SUMMARY
Project Name
Tyler Park Subdivision
Project Tye
Single-family Residential Subdivision
Owner / Applicant
HH Hunt Tyler Park, LLC
County
Wake
Nearest Town
Fu ua - Varina
Waterbody Name
UT to Terrible Creek
Index Number
12- 43- 15 -8(2)
Class
"C; NSW"
USGS Cataloging Unit
NEUSE - 03020201
IMPACT SUMMARY
Stream Impact (acres):
0
Wetland Impact (acres):
0
Open Water Impact (acres):
0.23
Total Impact to Waters of the U.S. (acres)
0.23
Total Stream Impact (linear feet):
0
Neuse River Riparian Buffer Impacts
0
Attachments: Complete PCN Application & Supplemental Information
DWR Application Fee ($240.00)

"I0� WAS �G
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN 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:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes X❑ No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
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:
Tyler Park Subdivision
2b.
County:
Wake
2c.
Nearest municipality / town:
Fuquay - Varina
2d.
Subdivision name:
Tyler Park
2e.
NCDOT only, T.I.P. or state project no:
n/a
3.
Owner Information
3a.
Name(s) on Recorded Deed:
HH Hunt Tyler Park, LLC
3b.
Deed Book and Page No.
B015696/P00646
3c.
Responsible Party (for LLC if
applicable):
Harry H. "Buck" Hunt, IV
3d.
Street address:
2303 & 2304 Stewart Street
3e.
City, state, zip:
Fuquay - Varina, NC 27526
3f.
Telephone no.:
919 - 861 -6380
3g.
Fax no.:
919 - 861 -6385
3h.
Email address:
bhunt @hhhunt.com
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent /Consultant Information (if applicable)
5a.
Name:
Bob Zarzecki
5b.
Business name
(if applicable):
Soil & Environmental Consultants, PA (S &EC)
5c.
Street address:
8412 Falls of Neuse Road, Suite 104
5d.
City, state, zip:
Raleigh, NC 27615
5e.
Telephone no.:
919 - 846 -5900
5f.
Fax no.:
919- 846 -9467
5g.
Email address:
bzarzecki @sandec.com
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
0668202122 & 0667394926
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.6187 Longitude: -78.7908
1 c.
Property size:
45.43 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
UT to Terrible Creek (Index No. 12- 43- 15 -8(2))
2b.
Water Quality Classification of nearest receiving water:
"C; NSW"
2c.
River basin:
Neuse (03020201)
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The property is currently vacant woodland and fallow agricultural fields. Residential subdivisions exist north of the property. The remainder of the
property is surrounded by agricultural lands and vacant woodland.
3b.
List the total estimated acreage of all existing wetlands on the property: 7.623
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,500
3d. Explain the purpose of the proposed project:
To develop a single family residential subdivision.
3e.
The
Describe the overall project in detail, including the type of equipment to be used:
develop 92 single family residential building lots and necessary roads, utilities, stormwater management and infrastructure. Heavy equipment.
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?
❑X Yes ❑ No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary X❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): James Lastinger / Steven Ball
Agency /Consultant Company:
Other: USACE / S &EC
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE field verification by Mr. James Lastinger conducted on September 5, 2013. DWR Neuse River Buffer on -site determination NBRRO #13 -204
(September 6, 2013).
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 ❑ Streams — tributaries ❑ Buffers ❑X 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:
0
2h. Comments:
All wetlands have been avoided.
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 -
Choose one
-
S2 -
Choose one
-
S3 -
Choose one
-
S4 -
Choose one
-
S5 -
Choose one
-
S6 -
Choose one
-
3h. Total stream and tributary impacts
0
3i. Comments:
All streams have been avoided.
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 P
unnamed pond
Fill
Pond
0.22
02 P
unnamed pond
Fill
Pond
0.01
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
0.23
4g. Comments: Two small, man -made ponds are proposed to be filled to allow for necessary road infrastructure.
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 ❑ Other:
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
B1
Yes /No
B2 -
Yes /No
B3 -
Yes /No
B4 -
Yes /No
B5 -
Yes /No
B6 -
Yes /No
6h. Total Buffer Impacts:
0
0
6i. Comments:
All buffers have been avoided.
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 developer hired S &EC to delineate all jurisdictional wetlands, streams, waters and buffers on the property. The designer prepared a site plan that
avoided all wetlands, streams and buffers. The two small man -made ponds had to be filled to allow for necessary road infrastructure. Stormwater
management ponds, both which outlet to energy dissipaters outside of the wetlands, have been included in the design to protect water quality.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
A land disturbance permit will be received for the project which will include appropriate erosion and sediment control measures as included on the
attached erosion control plan. The water in the ponds will be lowered prior to filling.
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
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: 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
❑ Yes ❑X No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments: No impacts to buffers are proposed. Note that the stormwater ponds outlet to energy dissipaters at non - erosive velocities prior to
entering wetlands which exist outside of and extend into the riparian buffer.
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑X 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.
There are no stormwater conveyances directed directly to the buffers. The stormwater ponds outlet to
Yes No
energy dissipaters at non - erosive velocities prior to entering wetlands which exist outside of and extend
❑ ❑X
into the riparian buffer.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
30%
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 SMP will be reviewed and approved by the Town of Fuquay - Varina, Wake County, NC (a DWR certified local government). The plan inludes two
wet
detention ponds designed to 90% TSS removal which have outlets that discharge to energy dissipaters at non - erosive velocities prior to entering
wetlands that exists outside of the riparian buffers. The Town's "Phase II Stormwater Ordinance" was recently adopted, approved by NCDENR and
became effective on February 3, 2014.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
Certified Local Government
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
Fuquay - Varina / Wake County, NC
X❑ Phase II
❑X NSW
3b.
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ 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?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ 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?
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 ❑X 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.
The project involves a single - family residential subdivision consistent with other such developments in the area. These type of developments are
typically
not considered to result in additional developments and associated cumulative impacts to wetlands, streams or buffers. Properties to the north
are
already developed. The remaining agricultural lands and woodlands if developed will be done so in compliance with local, State and Federal
regulations and would be subject to Phase II and NSW stormwater management requirements.
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 development will discharge to the Town's sanitary sewer system (Permit No. WQCS00193). The Town will ensure that adequate
capacity exists.
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
❑ Yes X❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X 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?
NHP website and database; The project will not impact any wetlands or streams or habitat for protected species.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA EFH Mapper /website - THe project is located in the piedmont of NC, no EFH habitat exists.
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 ❑X 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?
NC SHPO /HPO Web - see attached map; The Robert M. Dickens Farm exists across James Slaughter Road to the west and the Paul Stephenson
House exists on the south side of Ballentine Dairy Road to the south. Neither of which will be impacted by this development.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
NC Flood - See attached map.
Bob Digitally signed by Bob Zarzecki
DIN: cn =Bob Zarzecki, o =S &EC, PA,
S &EC'PA
ou= Wetlands Department,
Zarzecki email = bzarzecki @sandec.com,c =US
Bob Zarzecki
Date: 2014.08.22 04:14:22 - 04'00'
Updated 8/22/2014
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 10 of 10

Soil SL Environmental Consultants, PA
8412 Fails of Neuse Road, Sure 104, Raleigh, NC 27615 • Plione: (919) 846 -5900 • Fax: [phone]
sandm.<om
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Nanle /Description: TYLER PARK SUBDIVISION/ STEWART ST. S &EC Project #12122
Date: Jul.
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: James Lastinger Field Office: Raleigh Re ug IatM Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S &EC) staff (as my agent) to enter upon the property herein described
for the purpose of conducting on -site investigations and issuing a determination associated with Waters
of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and /or Section 10 of
the Rivers and Harbors Act of 1899. This document also authorizes S &EC (as my agent) to act on my
behalf and take all actions necessary for the processing, issuance and acceptance of a permit or
certification and any and all associated standard and special conditions. This notification supersedes any
previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S &EC staff. You should call S &EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 0668202122 & 0667394926 (B015696/P00646)
Site Address: 2303 & 2304 Ste\valt Street
City, County, State: Fu uay- Varina, Wake County, NC
PROPERTY OWNER INFORMATION:
HHHunt Tyler Park, LLC (attn.: Harry H. Hunt, IV)
1401 Sunday Drive, Suite 109, Raleigh, NC 27607
Phone No.: (919- 861 -6380) FaxNo,: (919- 861 -6385) Mobile No.: ( )
Email: [e-mail]
Harry H. `Buck" Hunt, IV �-t
Property Owner (please print) Date
Property Owner Signature
We hereby certify the above information submitted in this application is true and accurate to the best of
our knowledge.

T SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 FALLS OF NEUSE STE 104 Rmt South Ban
RALEIGH, NORTH CAROLINA 27615
PH.(919) 846 -5900 FAX [phone] RALEIGH, NO 27609 -5245
66- 7162 -2531
r
tly Two hundred forty'and no J 100 Dollars
11'000 2 5 5 3611' 1:253 L? LE 2 W:
SOIL & ENVIRONMENTAL CONSULTANTS, PA
4C Division of Water Resources
Tran # Invoice Type
30864 9908182014 Invoice
25536
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8/18/2014 $240.00
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Tyler Park DWR Application Fee
Date:
Date Reference
08/18/14 Tyler Park DWR Application Fa
PRODUCT SSLM145 USE WITH 91564 ENVELOPE PRINTED IN U.S.A. A 0
25536
Check Number:
25536
8/18/2014 Check Amt:
$240.00
Balance Discount
Pay Amount
$240.00 $0.00
$240.00
PRODUCT SSLM145 USE WITH 91564 ENVELOPE PRINTED IN U.S.A. A 0

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Project No. Figure 2 -NKC5
11971.W1
Soil Survey Map
uurm r��r.r���rrrr�- �i�rrir�ur ire
Project Mgr.: jtewart St ;�'ioil 8: Emrironmcntal Consultants, F',
SB Bran5ton LLC 11010 Raven Ridge Rd.- Raleigh, NC 2;'614
Scale: Wake CO NC (9.19) $46 -5900 - (919) 846 -9467
Ofeb Page: www.SandEC.com
1 " = 1 ,320'
Wake Co Soil Survey
17/22/13 Sheet 90 -9 1

U; %
, K Vr Tyler Park
U.S. Fish t Wildlife
National Wetlands Inv nt r
This map is for general reference only. The US Fish and Wildlife Service is not
responsible for the accuracy or currentness of the base data shown on this map. All
wetlands related data should be used in accordance with the layer metadata found on
the Wetlands Mapper web site.
User Remarks:
Aug 1, 2014
Wetlands
Freshwater Emergent
- Freshwater FtrrestedJShrub
- Estuarine and Marine Deepwater
® Estuarine ana Marine
- Freshwater Pond
- Lake
- Riverine
- OtNer
Riparian
Herbaceous
Forested/Shrub
Riparian Status
= Digital 'Data

TYLER PARK S/D
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August 1, 2014
NR Individual Listing
a NR Listing, Gone
NRHD Center Point
1:9,028
0 0.075 0.15 0.3 mi
0 0.1 0.2 0.4 km
saE c

Tyler Park FEMA Flood 8 "'2 014
Legend
0 Panels Flood Hazard Areas
0 Political Areas — AE
Stream Centerline " Flood—y(AE)
Cross sections 0.2% Chance Annual Flood Hazard
—FT-r-r-F- Levee llllll� Future Conditions 1%Annual Chance Flood Hazard
North Carolina
Floodplain Mapping Program

A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
September 6, 2013 3 1t^ 1 ',�
I a
��J y L�
Charles A. Davis, Jr.
409 Railroad St.siticw
Jackson, NC 27845 -� y
Subject: Surface Water Determination Letter
NBRRO# 13 -204
Wake County
Determination Type:
Buffer Call
Isolated or EIP Call
® Neuse (15A NCAC 2B .0233)
Start@
Stop@
--Survey
El Ephemeral /Intermittent/Perennial Determination
❑ Tar - Pamlico (1 5A NCAC 26 .0259)
D
❑ Isolated Wetland Determination
❑ Jordan (15A NCAC 2B .0267)
Project Name:
Stewart Street Site
Location/Directions: Located on Stewart Street, just south of the intersection of Stewart St.
and James Slaughter Road in Fuquay - Varina, approximately 1.75 miles
north of Hwy 401
Subject Stream: Terrible Creek
Determination Date: August 21, 2013 Staff: Cheng Zhang
Feature
E /UP*
Not Subject
Subject
Start@
Stop@
--Survey
Soil
USGS
To 0
D
X
X
C
X
X
SO1 -B
I
X
DWQ flag Int.
start
X
X
E
I
X
throughout
X I
X
*EIIIP = EphemerallIntermittent /Perennial
NorthCarolina
JVatura!!y
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699 -1628 Phone [phone]
Internet: www,ncwaterguality.org Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunity /Affirmative Action Employer - 50 % Recycled /10% Post Consumer Paper

Stewart Street Site
Wake County
August 21, 2013
Page 2 of 2
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
This on -site determination shall expire rive (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and /or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c/o Karen Higgins, DWR WeBSCaPe Unit, 1650 Mail Service
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner /future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources (Central Office) at (919) -807 -6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919) - 554 -4884.
If you have questions regarding this determination, please feel free to contact Cheng Zhang at (919) 791 -4200
spec t lly,
anny Smith
Regional Supervisor
cc: RRO /SWP File Copy
Steven Ball
Soil and Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614

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Tyler Park Subdivision
Photos Taken 8/20/2014
Pond 1 (Requested Impact "01 ")
Pond 2 (Requested Impact "02"

Tyler Park Subdivision
Photos Taken 8/20/2014
WETLANDS (to be avoided)

IMPACT AREA #1
I
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O
IMPACT AREA #2
--.- � W�
7
i
IMPACT AREA �
0.22 AC \
9,703 SQ.FT
1 I
OVERALL SITE PLAN
SCALE: 1"=200'
IMPACT #2
SCALE: 1"=50'
TY BOUNDARY
NOTES:
i
1. TOPOGRAPHY & WETLANDS SHOWN PER
FILED SURVEY.
2. WETLAND DELINEATION PER S &EC.
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SCALE: 1"=50'
TY BOUNDARY
NOTES:
i
1. TOPOGRAPHY & WETLANDS SHOWN PER
FILED SURVEY.
2. WETLAND DELINEATION PER S &EC.
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NOTES:
* *THE FOLLOWING NOTES ARE APPLICABLE FOR SHEETS C -04 THRU C -07 **
1. BEFORE YOU DIG. STOP. CALL THE NC ONE -CALL CENTER AT 1 -800- 632 -4949. IT'S THE LAW.
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. R IS
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTIUTIES BEFORE STARTING
CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL O 1 -800- 632 -4949) OR INDMDUAL
URUTY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
2. ALL DIMENSIONS ARE IN FEET AND TO BACK OF CURB UNLESS OTHERWISE NOTED.
3. ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED.
4. SITE LAYOUT IS PER PRELIMINARY PLAT APPROVED BY THE TOWN OF FUQUAY- VARINA ON MAY 5,
2014.
S. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT -OF -WAYS AND UTILITIES, PUBLIC OR
PRIVATE, BEFORE WORKING IN THESE AREAS.
6. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE DISTURBED
DURING CONSTRUCTION SHALL BE REFERENCED AND REPLACED BY A LICENSED LAND SURVEYOR AT
THE COST OF THE CONTRACTOR.
7. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN AND THE PUBLIC WILL BE
PROTECTED FROM INJURY AND ADJOINING PROPERTY PROTECTED FROM DAMAGE
8. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE
PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
9. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND /OR MATERIAL DUE TO
CONSTRUCTION OPERATIONS. ALL STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND
GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF
CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE
APPROPRIATE SPECIFICATIONS.
10. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING
TO THE FACILITY DESIGNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE
ALLOWED WITHOUT APPROVAL BY THE FACIUTY DESIGNER.
11. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY.
12. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS.
OPEN SPACE LEGEND:
PRIMARY OPEN SPACE
(TOTAL = 8.38 AC)
SECONDARY OPEN SPACE
(TOTAL = 5.44 AC)
COMMON GREEN OPEN SPACE
(TOTAL = 1.71 AC)
OPEN
TABLE
SPACE
ci
AREA
DESIGNATION
AREA
(SQFTJ
AREA
(AC.)
CGS1
5,765
0.13
CG52
29,424
0.68
CGS3
18,036
0.41
C -04
CGS4
21,257
0.49
P051
284,648
6.53
POS2
10,524
0.24
POS3
70,182
1.61
SOS1
16,371
0.38
SOS2
94,447
2.17
SOS3
52.782
1.21
SOS4
49,127
1.13
5055
24,146
0.55
Q•.4��G� �� �� UTILITY D __Et
LANSCAPE BDF R
P�
i
(REFER TO L -01)
17
r15.G0' 115
FR
ONT -- FRONT
w to w
16.00' R N NI
I�,I 6.00'x{
REAR L _REAR J
6.00'
15.00' 15.00'
CORNER LOT STANDARD LOT
TYPICAL BUILDING SETBACK LAYOUT
C -04 SCALE: NTS
TYPICAL SIGHT
DISTANCE EASEMENT
R/Y/ SDE , �10, , 8DE R/W
70'
R/W
2 SIGHT DISTANCE
C-04 SCALE: NTS
_SUBGRADE
3 LOCAL STREET
TYPICAL STREET SECTION
C—D4 SCALE: NTS
4 RESIDENTIAL COLLECTOR
TYPICAL STREET SECTION
\ C-04 SCAL9 NTS
\
1 11 0 1 1
18 \ `
21
I /
� I L_ __ I PHASE TWO
27 '
P �
f 38 I
\ 31 JIB
HERITAAQE TREE BUFFER\ __.
T-
'33 1 i
C 32
I
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� I
�\ I
PHASE ONE
I
I
PHASE THREE 50' PUBLIC RIGHT OF WAY
(RESIDENTIAL COLLECTOR)
PUMP:
(REFER TO
8
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T
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SCALE: 1 IN = 100 FT
c7
W
z
100' 50' 0 100' __
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
C7
Z
W
C -04

NPDES STABILIZATION TABLE
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTION8
Perimeter dikes...., dihhes and slopes
7days
None
High Q,Ml, Na (HOW)Z —,
7days
1-
Slopes sleeper Nan 3:1
7days
Ifs1opes are 10 or lass in to t end ere,rot
sleeper than 2:1. 14 daysareall —d.
Slapee 3:1 o,11—
14 d.ys
7 days for slopes great., -ST1, leng1h
All Nher areas Mt Slopes Tall SNan 4:1
14 days
None, —pt br pedmet.m and HOW Zenes
I `
INSTALL SILT BAG
IN EXISTING INLET
CONSTRUCTION /
ENTRANCE/EXIT
INSTALL SILT BAG
IN IXISTING INLET
INSTALL SILT BAG
IN EXISTING INLET
SILT FENCE,
TYP
STURBANCE
LIMITS, TYP�
Z y I DIVERSION DITCH,
TYP ♦ I TREE PROTECTION
I FENCE, TYP
SILT FENCE.
VSTl- DIVERSION DITCH
ACROSS POND. FILL TNT
POND AS REQUIRED. 00
NOT ENCROACH IN
WETLANDS
I
I
I
SEDIMENT BASIN WITH PERMANENT RISER SEDIMENT BASIN WITH PERMANENT RISER
MINIMUM DIMENSIONS (W,LXO) = 88'x176',3' MINIMUM DIMENSIONS (WxLxD) = 57'xl7l'x3'
VOLUME REQUIRED = 13,792 OF VOLUME REQUIRED = 10,168 CF
SURFACE AREA REQUIRED = 13,864 SF SURFACE AREA REQUIRED = 9,507 SF
SURFACE AREA ELEVATION = 413.00 SURFACE AREA ELEVATION = 400.00
TOP OF BASIN ELEVATION 415.00 TOP OF &S IN ELEVATION 402.00
BOTTOM OF BASIN ELEVATION = 410.00 BOTTOM OF BASIN ELEVATION = 397.00
CLEANOUT ELEVATION = 411.50 CLEANOUT ELEVATION = 398.50
EMERGENCY SPILLWAY LENGTH = 35' EMERGENCY SPILLWAY LENGTH = 25'
EMERGENCY SPILLWAY ELEVATION - 413.50 EMERGENCY SPILLWAY ELEVATION - 400.50
SKIMMER SIZE = 4 INCH, 3 INCH ORIFICE SKIMMER SIZE - 3 INCH, 2.5 INCH ORIFICE
TREE PROTECTION
FENCE, TYP
1
1
1
1 1
TEMPODITCH,
1
` � J
-A
DIVERSION '
CONCRETE WASH \/
CONSTRUCTION ) ( OUT AREA /
ENTRANCE /EXIT
( CONSTRUCTION
ENTRANCE /EXIT \\
y TEMDIVERSION I L_ \
L DITCH, TYP
y , CONCRETE WASH
\tom
OUT AREA AREA
SILT FENCE. TYP' /
TREE PROTECTION)
FENCE
WETLANDS
�I
�I —c,• rru
I
I
I
y. AREA TO REMAIN I
`i � UNDISTURBED
i j, SILT FENCE,
SILT FENCE, TYP
TREE PROTECTION --
FENCE
WETU
ROCK CHECK-
.. DAM AT OUTLET
INSTALL RIP -RAP
''TO BOTTOM OF
—BASIN
'
W
REFER TO STOCK PILE W
NOTES ON D -06
SILT FENCE OUTLET
A
AREA TO REMAIN `
UNDISTURBED
P
RIP -RAP OUTLET PROTECTION -
NCDOT CLASS '8' RIP -RAP
L =9', W1 =5', W2=8', d=18'
D50 = 6'
Dmax = 9'
SILT FENCE
OUTLET
CONNECT SKIMMER TO
RISER STRUCTU RE. REFER
TO SHEET C -15 FOR
RISER STRUCTURE
POROUS RAFFLE,
\
ROCK CHECK
DAM AT OUTLET
L
LEGEND:
CONSTRUCTION ENTRANCE/EXR
TEMPORARY STOCK PILE. @ 1l
i
REFER TO STOCK PILE W
NOTES ON D -06
SILT FENCE OUTLET
A
ROCK CHECK DAM
—V—'
TEMP. SEED /MULCH /PERM. SEED
OUTLET PROTECTION
'
I '
AREA T REMAIN
UNDISTURBED
URBED ,
'
A
SILT SACK
-�
SILT FENCE
TREE PROTECTION FENCE
• DISTURBANCE LIMITS
( SILT FENCE, TYP
I
'
L
LEGEND:
CONSTRUCTION ENTRANCE/EXR
//r STREAM BUFFER
/
SEDIMENT BASIN
STOCKPILE
SILT FENCE OUTLET
A
ROCK CHECK DAM
—V—'
TEMP. SEED /MULCH /PERM. SEED
OUTLET PROTECTION
« -aFjjp
DIVERSION DITCH
INLET PROTECTION
A
SILT SACK
-�
SILT FENCE
TREE PROTECTION FENCE
• DISTURBANCE LIMITS
//r STREAM BUFFER
/
WETLANDS
TREE PROTECTION
FENCE. TYP DISTURBANCE INSTALL RIP RAP
LIMBS, TYP TO BOTTOM OF
r WOODS LINE /// _'ILT FENCE. TYP BASIN
ROCK CHECK _
/
TEMPORARY DIVERSION DAM AT OUTLET -
- -,w»» Iw»»Iw»» Iw»» Iwo• -��
x.}11 �=
`-TEMPORARY DIVERSION
DITCH, TYP
I
� I
TREE PROTECTION
FENCE, TYP
SILT
TEMPORARY STOCK PILE.
DOUBLE UNE WITH SILT
FENCE. REFER TO STOCK
PILE NOTES ON D -06
1. THE TEMPORARY DIVERSION DITCHES. SILT FENCE, AND UMITS OF DISTURBANCE
SHOWN ON THIS PLAN ARE GRAPHICAL REPRESENTATION OF THE ACTUAL
EROSION CONTROL MEASURES THAT SHALL BE INSTALLED UNDER THIS PROJECT.
DUE TO SCALE OF THIS DRAWING, THESE MEASURES ARE GRAPHICALLY
DEPICTED AND MAY BE BEYOND WHERE THEY ACTUALLY WILL BE INSTALLED IN
THE FILED. HOWEVER, UNDER NO CIRCUMSTANCES IS THERE TO BE
DISTURBANCE WITHIN THE WETLAND AND /OR STREAM BUFFER AREAS.
2. TOTAL DISTURBED AREA = 17.04
3. REFER TO DETNL SHEET D -06 FOR CONSTRUCTION SEQUENCE, EROSION
CONTROL NARRATIVE, MAINTENANCE NOTES, STABILIZATION INSTRUCTIONS &
EROSION CONTROL DETAILS.
4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT WAKE COUNTY
STANDARDS AND REGULATIONS.
5. NO MASS GRADING IS TO BE CONDUCTED ON-SITE. SLOPES SHALL BE 3:1 OR
FLATTER UNLESS OTHERWISE NOTED.
6. THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON THIS PLAN
WITHOUT AN APPROVED PLAN AMENDMENT BY WAKE COUNTY S&EC.
7. ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE.
8. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF - INSPECTION LOG.
9. SHAPE OF SEDIMENT BASINS CAN VARY AS SHOWN PROVIDED MINIMUM VOLUME
& SURFACE AREA REQUIREMENTS ARE PROVIDED.
10. ALL DIVERSION DITCHES SHALL HAVE 12' STRAW WATTLE CHECK DAMS SPACED
EVERY 50 L.F. OF DITCH.
11. SEDIMENT BASINS ARE DESIGNED SUCH THAT PERMANENT RISER STRUCTURE IN
WET POND CAN BE INSTALLED AT BEGINNING OF PROJECT AND USED IN
SEDIMENT BASINS. REFER TO C -15 FOR WEST POND (SEDIMENT BASIN #1)
RISER ELEVATIONS & SECTIONS AND REFER TO C -16 FOR EAST POND
(SEDIMENT BASIN #2) RISER ELEVATIONS & SECTIONS. CONTRACTOR SHALL
KEEP ALL ORIFICES IN RISER PLUGGED OTHER THAN DRAW DOWN ORIFICE TO
CONNECT SKIMMER TO RISER STRUCTURE. CONTRACTOR TO ENSURE RISER IS
CLEAN OUT WHEN CONVERTING TO WET POND. ALL UPSTREAM AREAS SHALL
BE STABIUZED PRIOR TO CONVERSION TO WET POND.
INSTA RIP -RAP
�LL TO BOTTOM OF
BASIN TREE PROTECTION
TFE
SILT
SILT FENCE, TYP
T
I
POROUS BAFFLE, —TYP
/
CONNECT SKIMMER Tp /
RISER STRUCTURE, REFER
TO SHEET C -15 FOR
RISER STRUCTURE
-RIP -RAP OUTLET PROTECTION
NCDOT CUSS 'B' RIP -RAP
L_9', W1 -5', W2 -6', d -18'
D50 = 6'
I)... = E.
N
SCALE: 1 IN = 100 FT
100' S0' 0 100' 200'
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
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WETLANDS 1
23
I
- _ - -- HERITAGE�REE BUFFS
/ 37
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36
Nom
P<
�N 34
So
I �
—WETLANDS
WEST WET
POND - BMP #1
SEGMENTAL BLOCK
RETAINING WALL
(REFER TO NOTES)
SCOUR H01
NOTES:
--THE FOLLOWING NOTES ARE APPLICABLE FOR SHEETS C -11 THRU C -14'*
1. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 1 -800- 632 -4949. ITS THE
LAW. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE
APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER
UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL
® 1- 800 - 632 -4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT
LEAST 48 HOURS IN ADVANCE,
2. ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY -VARINA STANDARDS AND SPECIFICATIONS.
3. ALL STORM DRAINAGE SHALL BE PUBLIC.
4. STORM DRAINAGE PIPING SHALL BE CUSS 111 RCP UNLESS OTHERWISE NOTED.
5. PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE M ARE NOT SHOWN ON
THIS PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES
WHEN INSTALLING STORM DRAINAGE TO AVOID CONFLICTS.
6. RIM ELEVATION FOR YARD INLETS (YI) REFERS TO THE CENTER OF THE TOP OF GRATE.
RIM ELEVATION OF MANHOLES (SDMH) REFERS TO THE CENTER OF THE TOP OF MANHOLE
COVER. RIM ELEVATION OF CATCH BASINS (CB) REFERS TO THE CENTER, EDGE OF
PAVEMENT GRATE ELEVATION. RIM OF CURB INLETS (Cl) REFERS TO THE TOP OF SLAB,
EDGE OF PAVEMENT ELEVATION.
7. CUT /FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3HI UNLESS OTHERWISE
INDICATED.
S. NO GRADING EQUIPMENT SHALL BE PERMITTED ON -SITE UNTIL A LAND DISTURBANCE
PERMIT HAS BEEN ISSUED BY WAKE COUNTY.
9. THERE SHALL BE NO GRADING WITHIN THE WETLANDS OR NEUSE RIVER STREAM BUFFERS.
10. MAXIMUM ALLOWABLE IMPERVIOUS SURFACE PER LOT IS 4,200 SF.
11. LOTS 29 -31 SHALL HAVE ROOF DRAINS THAT DISCHARGE TO THE STORM SEWER SYSTEM
IN TEMPLE HILLS WAY.
12. ALL RIP -RAP IS TO BE INSTALLED WITH NON -WOVEN FILTER FABRIC BENEATH (MIRAFT
14ON OR APPROVED EQUAL).
13. WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH
EXISTING ELEVATION AND CREATE A SMOOTH TRANSITION.
14. CONTRACTOR SHALL RAISE ALL STRUCTURES TO FINISHED GRADE ELEVATIONS.
15. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CERTIFIED CALCULATIONS BY A CERTIFIED
NORTH CAROLINA P.E. FOR SEGMENTAL BLOCK WALL CONSTRUCTION. ALL COMPONENTS OF
THE WALL INCLUDING BUT NOT LIMITED TO BLOCK CONFIGURATION, TIE- BACKS,
FOUNDATIONS, DRAINAGE LAYER AND WEEP HOLES SHALL BE INCLUDED. THE RETAINING
WALL SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
L
- NCF O' "���q
r
I � \
\ \
30'1 BOUNDARY
PROPERTY
v\ \
H E R IT A G E TREE BUFFER - - -
V - - -
WETLANDS
J30'
NEUSE RIVER RIPARIAN
V v 8q
SUFFER
0 of
� �
76 I 77 ± 76 1 75
o�
81 _ CtJLMORE DRIVE _ \
50' PUBIC RIGHT OF WAY
�--• r (L STREET) ��� EAS -F 2 I
46 I
it � VIARLTONRIDGECOURT�i, I � i
D OF WAY
(LOCAL(
I I I
,, 65 ; 56 57 58 59 ; 60. �1� 62 63 � r64 -1 6
- X66''671
53 �. ; m
_ RITAGE THE - - - _._I
L— — — — — — — — — — —_
E BUFFER _ - - -
3o PROPERTY BOUNDARY P A L'._ E R PARK D R I V E
50' PUBLIC RIGHT OF WAY
(RESIDENTIAL COLLECTOR)
Z
w
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cc
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SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
C -11
A .. 16
I G
I 1
WETLANDS 1
23
I
- _ - -- HERITAGE�REE BUFFS
/ 37
m
36
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P<
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I �
—WETLANDS
WEST WET
POND - BMP #1
SEGMENTAL BLOCK
RETAINING WALL
(REFER TO NOTES)
SCOUR H01
NOTES:
--THE FOLLOWING NOTES ARE APPLICABLE FOR SHEETS C -11 THRU C -14'*
1. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 1 -800- 632 -4949. ITS THE
LAW. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE
APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER
UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL
® 1- 800 - 632 -4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT
LEAST 48 HOURS IN ADVANCE,
2. ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY -VARINA STANDARDS AND SPECIFICATIONS.
3. ALL STORM DRAINAGE SHALL BE PUBLIC.
4. STORM DRAINAGE PIPING SHALL BE CUSS 111 RCP UNLESS OTHERWISE NOTED.
5. PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE M ARE NOT SHOWN ON
THIS PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES
WHEN INSTALLING STORM DRAINAGE TO AVOID CONFLICTS.
6. RIM ELEVATION FOR YARD INLETS (YI) REFERS TO THE CENTER OF THE TOP OF GRATE.
RIM ELEVATION OF MANHOLES (SDMH) REFERS TO THE CENTER OF THE TOP OF MANHOLE
COVER. RIM ELEVATION OF CATCH BASINS (CB) REFERS TO THE CENTER, EDGE OF
PAVEMENT GRATE ELEVATION. RIM OF CURB INLETS (Cl) REFERS TO THE TOP OF SLAB,
EDGE OF PAVEMENT ELEVATION.
7. CUT /FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3HI UNLESS OTHERWISE
INDICATED.
S. NO GRADING EQUIPMENT SHALL BE PERMITTED ON -SITE UNTIL A LAND DISTURBANCE
PERMIT HAS BEEN ISSUED BY WAKE COUNTY.
9. THERE SHALL BE NO GRADING WITHIN THE WETLANDS OR NEUSE RIVER STREAM BUFFERS.
10. MAXIMUM ALLOWABLE IMPERVIOUS SURFACE PER LOT IS 4,200 SF.
11. LOTS 29 -31 SHALL HAVE ROOF DRAINS THAT DISCHARGE TO THE STORM SEWER SYSTEM
IN TEMPLE HILLS WAY.
12. ALL RIP -RAP IS TO BE INSTALLED WITH NON -WOVEN FILTER FABRIC BENEATH (MIRAFT
14ON OR APPROVED EQUAL).
13. WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH
EXISTING ELEVATION AND CREATE A SMOOTH TRANSITION.
14. CONTRACTOR SHALL RAISE ALL STRUCTURES TO FINISHED GRADE ELEVATIONS.
15. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CERTIFIED CALCULATIONS BY A CERTIFIED
NORTH CAROLINA P.E. FOR SEGMENTAL BLOCK WALL CONSTRUCTION. ALL COMPONENTS OF
THE WALL INCLUDING BUT NOT LIMITED TO BLOCK CONFIGURATION, TIE- BACKS,
FOUNDATIONS, DRAINAGE LAYER AND WEEP HOLES SHALL BE INCLUDED. THE RETAINING
WALL SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
L
- NCF O' "���q
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\ \
30'1 BOUNDARY
PROPERTY
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V - - -
WETLANDS
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NEUSE RIVER RIPARIAN
V v 8q
SUFFER
0 of
� �
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50' PUBIC RIGHT OF WAY
�--• r (L STREET) ��� EAS -F 2 I
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- X66''671
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L— — — — — — — — — — —_
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3o PROPERTY BOUNDARY P A L'._ E R PARK D R I V E
50' PUBLIC RIGHT OF WAY
(RESIDENTIAL COLLECTOR)
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100 50' 0 100' _
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SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
C -11

WCINTY MAP
Z
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NORTH CAROLINA
WAKE COUNTY
ROAD Kf
Y
3
NO
JA
a /
7NLWAS L DICKENS
OLAI/DI,1 1 DICKENS
D.& 15071, PG 1626
PW No o66603- 7o-a21A9
RAM P. MtiKENS rAugr 1p
ESTATE 17LE 05-E -2501
D.B. 9231, PG 2356
DONALD G DICKENS
Oa 9231, PG 2359
PM N0. o667.o1 -19 -169+
YATBe76 7 DICKENS
RACa F AIDWVS
&a Tim. m 723
am, al } .745
PNf N0. OM7.Di -/0 -7703
NA2EL. P. DICKENS FA&Kr LP !Tv
ESTATE PILE 05-E -2501
Aa 92JI, PG 2356
DONALD a DICKENS
D.a 9231, PG 2)58
PIN No 0667.01 -19 -168+
41
I NO OAVA J. YICNAEL
IAACT I
. 143431 PG. 1492
. 066d03-20 - 3821
lip R X70 �7
WARrtS A DAN£ AR y
MARY MUMA DAMS ,AxA+mH .
f RB 8464 PG 2739
Lori 3
/ p5 B.M. 1964 PG 1/3
PIN N0. 06680.7--.70 -0/22
.leffiK
POAD D1
SEE SHEET 2
rM4W AM D1
Sn74N VFAMLY
LASHED PARMERSW
D.& 8184 PG 732
TRACT I
B.M 2014 Pa 965
PAN Na 0687.01 - 20-1255
I WILLIAM K. HARDIN NI CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
DEED DESCRIPTION RECORDED IN BOOK PAGE 7HAiT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION FOUND IN BOOK PAGE ____; THAT THE RATIO
OF PRECISION AS CALCULATED IS 1. 57.748 +; THAT THIS PLAT WAS PREPARED
IN ACCORDANCE WITH G.S. 47 -30 AS AMENDED. WI7NESS MY ORIGINAL SIGNATURE,
REGISTRA77ON NUMBER AND SEAL THIS 10th DAY OF NOVEMBER , A.D.,
2013
LAND SURVEYOR
PREL 1 m7ffA7Mr -f!09
NOT FOR CONVEYANCE, RECORDATION, OR
MmmocDOWIL
POW 02
SEE 91fET 2
J
RIWARD G C7EEiNE
NIEAEDIIN 63 GIEENE
0.B. 49, HC. 1602
Lor 34
V 1997PCa7! -dlrr
ND. at6aD3 zo-eesr ,
a4?LC a OZDAr
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LOT 33
wolDdmr
\ %N NO ql1 wDJ-7
'yam.
1 a
I
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I
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1
I
WETLAND ARM 02 1
SEE SAW 2
I
l
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I
NOTES.
THIS PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD
PLAIN AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT
AGENCY FLOOD INSURANCE RATE MAP NO. 3 72 0 06 6 70 0✓ AND
3720066800) NO. 0067 AND 0068 EFFEC71VE DATE MAY 2,
2006. THE PROPERTY IS LOCATED WITHIN FLOOD ZONE X.
MISCLOSURE WAS DISTRIBUTED BY THE COMPASS METHOD.
THE DISTANCES ON THE MAP ARE ADJUSTED HORIZONTAL
GROUND DISTANCES UNLESS NOTED OTHERWISE. ALL AREA
CALCULATED BY COORDINATE COMPUTATION.
P,4mpcu d mow
as MU a 2133
LOT 37
6/8T36NSr
au 1997.. PC, 1116 -1117
°AN lid 066403 -M-7M
S;k.,
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4AR9ARA P a4q~
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LD 3l
mr
B.LL r,90i, PRa1r16 -1117
PW Na OWSZ -W -9529
COMAE G &' "
06 l 2P78 ,739✓
IYA7p1051
l 604.. 2D5LL Pd 1500
P6N ML. 066 031 1D -0471
45.430 ACRES
CHARLES A. DA NS JP.
MARY ISADORA DA NS JOHNSON
D.a 8464 PR 27J9
A PART LF LOT 4
am. 1964 PG 113
PIN Na 066&03 -30 -0122
LINE TABLE
LEGEND
(R/W) -RIGHT OF WAY
(IPF) -IRON PIPE FOUND
(1PS) -IRON PIPE SET
(AIF) -ANGLE IRON FOUND
(ISF) -IRON STAKE FOUND
(SS) -SPIKE SET
(RRSF)- RAILROAD SPIKE FOUND
(CH)- CHANNEL
(PC)- PROPERTY CORNER
(PL)- PROPERTY LINE
(TOCB) -TOP OF CREEK BANK
(ft)- WETLANDS
= - WETLAND AREA
R/W — — — -
-
LINE NOT SURVEYED
BOUNDARY LINE
EASEMENT—
RIPARIAN BUFFER— • • •
POND ---- —... —... —... —... —... —... —
UNE
BEARING
DISTANCE
°aO°°0L0000eOa
Op
cae °�N CARO ° ®D
°�
L 1
L2
N 40'59'02" E
N 40'39'0.i E
8.40'
55.36'
• ° 9 ° ° " ° ° °9° / °o
L3
L4
N 39'17'1.7- E
S 53'34'57- E
81.52'
209.27'
D
L5
N 362503' E
211.39'
r °
L6
N 5X34'57- W
85.02'
SEAL
° o o
L7
N 6739'51' E
210.69'
°
L
L8
S 21'19'47- E
2.51'
-2509 �o
L9
N 02.59'05' E
4.71'
///
L10
N 5X34'57- W
118.57'
°e20$'
°ao
0106 K.
100'
D'
200'
"N o
1,0800 0000g6°
SALE.
SCALE IN FEET
LEGEND
(R/W) -RIGHT OF WAY
(IPF) -IRON PIPE FOUND
(1PS) -IRON PIPE SET
(AIF) -ANGLE IRON FOUND
(ISF) -IRON STAKE FOUND
(SS) -SPIKE SET
(RRSF)- RAILROAD SPIKE FOUND
(CH)- CHANNEL
(PC)- PROPERTY CORNER
(PL)- PROPERTY LINE
(TOCB) -TOP OF CREEK BANK
(ft)- WETLANDS
= - WETLAND AREA
R/W — — — -
-
LINE NOT SURVEYED
BOUNDARY LINE
EASEMENT—
RIPARIAN BUFFER— • • •
POND ---- —... —... —... —... —... —... —
NEUN0A1610 �'' •�•..
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AVORTANI
PEROeM4 C VA E3S 8 •.
SEE &MIS J-8
110' AW%RIW
FROM BOTH SADES
4
6666�� .�1L�M li YSOA Y)OW ARM
KIA/AD� AqM 7.W5 ACM
POW AIM 0" ACM
TRAIL AM 7J#{ AaW
Sn7NCN VFAMLY
LASTED PMINERSINP
D.a 8184 PG 732
7RACT 4
all 2044. Pa 985
PN No OMZOI- 30-2451
WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS, PA
THIS CERTIFIES THAT THIS PLAT ACCURATELY DEPICTS 7HE
BOUNDARY OF THE JURISDIC77ON OF SEC71ON 404 OF THE
CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON
THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR
OUR PUBLISHED REGULATIONS, THIS DE7ERMINA770N MAY BE
RELIED UPON FOR A PERIOD OF FIW YEARS FROM THIS
DA 7E THIS DE7ERMINA71ON WAS MADE U77UZING THE
APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 CORPS
OF ENGINEERS WEMANDS DELINEA7101V MANUAL.
SIGNATURE, U.S ARMY CORPS OF ENGINEERS OFFICIAL
777LE.•
DATE•
EXPIRA71ON DATE OF DELINEA710N:
USACE AC77ON ID:
ME NA R REM 400
AR 6147, PF 3070 1
14VDTFR gST { {lf pa 1
all a D r007, 664 a 7- 1106 -/200
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P!V N0. 0667.01 -39 -7180
BRENT E. PENLAND
NERRI A. £YTCAAD
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LOT 91
KNTDAA7ST
aM 1097. Pa 7100-1200
PIN N0. 066&03 -40-4393
- L C LONELL
A D.a EE 13354 PG 3604
L TM
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aM 1007, PG 1196 -1200
PW No 0"&03-40-6243
DARRHL C DECORS
ARIENE O DECO779
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D.B. 10401 PS 1766
LO( 101
L hnmr
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0woQ
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1104
KM7FNlA7ST
B.M 7907, F1A f116 -7f77
W/7DfwsT
aM 1997, PC N06 -f200
A7 ,Pa 1507
DT 7-e
D.a 12704 PG 1231
LOT 25
0MY E 6O1iE AN NQ 0 6 66 03-39 -5103
KA RAgTN 6077E
PPP AI omw -7D -636!
10&0457- NWENURST
PG 1116 -1117- aM I99Z PG 1116 -1177
6do3- 70 -IJ67 17Y N0. 066405 -30 -3374
DA 6356, PC 30+6
LOr 24
MNWRMT
al
D
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104
1667 iL^ me -m'
B.Y. 1997, PG I798-1200
///
1Pr
1 AN/ N0. 066dOJ 30 -4.162
\
B,Y,
/f A �
NEUN0A1610 �'' •�•..
.4EE SFAmr -!
AVORTANI
PEROeM4 C VA E3S 8 •.
SEE &MIS J-8
110' AW%RIW
FROM BOTH SADES
4
6666�� .�1L�M li YSOA Y)OW ARM
KIA/AD� AqM 7.W5 ACM
POW AIM 0" ACM
TRAIL AM 7J#{ AaW
Sn7NCN VFAMLY
LASTED PMINERSINP
D.a 8184 PG 732
7RACT 4
all 2044. Pa 985
PN No OMZOI- 30-2451
WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS, PA
THIS CERTIFIES THAT THIS PLAT ACCURATELY DEPICTS 7HE
BOUNDARY OF THE JURISDIC77ON OF SEC71ON 404 OF THE
CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON
THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR
OUR PUBLISHED REGULATIONS, THIS DE7ERMINA770N MAY BE
RELIED UPON FOR A PERIOD OF FIW YEARS FROM THIS
DA 7E THIS DE7ERMINA71ON WAS MADE U77UZING THE
APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 CORPS
OF ENGINEERS WEMANDS DELINEA7101V MANUAL.
SIGNATURE, U.S ARMY CORPS OF ENGINEERS OFFICIAL
777LE.•
DATE•
EXPIRA71ON DATE OF DELINEA710N:
USACE AC77ON ID:
ME NA R REM 400
AR 6147, PF 3070 1
14VDTFR gST { {lf pa 1
all a D r007, 664 a 7- 1106 -/200
rtir N+o-24rD
JO" NOMW
0 l� Ad 3
LDZ W `
0 804 1967 %0-1700 \\
rol /7Y N4 O568C7- +L-13m
SEE S1UXT ?� AM A*pm
rROWsA
srrsrnr r rAMCr
LaA o pa n7
na 61Li1 a rJ7
aM 51oT4 RG !a3
P!V N0. 0667.01 -39 -7180
BRENT E. PENLAND
NERRI A. £YTCAAD
D.d 11970, PG 2444
LOT 91
KNTDAA7ST
aM 1097. Pa 7100-1200
PIN N0. 066&03 -40-4393
- L C LONELL
A D.a EE 13354 PG 3604
L TM
6N70N/AST
aM 1007, PG 1196 -1200
PW No 0"&03-40-6243
or
CHET CIJf7ON HA44
FAYE JOWSLN NAIR
DAL 55.54 PG 603
A PMT Of` 7RACT I
aM. 199JL PG 355
N0. 0667.01 -49 -9226 ♦r _ 'CHURCHES
N.C.OS -onLow SPRINGY
AM 63 (2000 -7657.0 66
PILE: STEWARTWL
WETLAND DELINEATION MAP OF WIIJJ" K. HARDIN III
CHARLES A. DAVIS, JR. AND MARY PROFESSIONAL LAND SURVEYOR
ISADORA DAVIS JOHNSON PROPERTY 2004 VARNELL AVENUE - RALEIGH, NC 27612
SHEET 1 OF 7 1 PHONE: (919) 606 - 8977
TOWNSHIP: MIDDLE CREEK COUNTY: WAKE SURVEY DATE: 9 -12 -13 SURVEYED BY: LB
STATE: NORTH CAROLINA SCALE: 1" =200' DRAWN BY: MJB
ZONING: R -30 P.I.N. 0668.03 -30 -0122 CHECKED & CLOSURE BY: BH
DARRHL C DECORS
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LOT W
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B.Y. 1997, PG I798-1200
,!
%N NO 066701 -49 -3807
or
CHET CIJf7ON HA44
FAYE JOWSLN NAIR
DAL 55.54 PG 603
A PMT Of` 7RACT I
aM. 199JL PG 355
N0. 0667.01 -49 -9226 ♦r _ 'CHURCHES
N.C.OS -onLow SPRINGY
AM 63 (2000 -7657.0 66
PILE: STEWARTWL
WETLAND DELINEATION MAP OF WIIJJ" K. HARDIN III
CHARLES A. DAVIS, JR. AND MARY PROFESSIONAL LAND SURVEYOR
ISADORA DAVIS JOHNSON PROPERTY 2004 VARNELL AVENUE - RALEIGH, NC 27612
SHEET 1 OF 7 1 PHONE: (919) 606 - 8977
TOWNSHIP: MIDDLE CREEK COUNTY: WAKE SURVEY DATE: 9 -12 -13 SURVEYED BY: LB
STATE: NORTH CAROLINA SCALE: 1" =200' DRAWN BY: MJB
ZONING: R -30 P.I.N. 0668.03 -30 -0122 CHECKED & CLOSURE BY: BH

NORTH CAROLINA
WAKE COUNTY
I WILLIAM K. HARDIN 111 CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DEED DESCRIPTION RECORDED IN BOOK PAGE THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM t h
INFORMATION FOUND IN BOOK PAGE : THAT THEAS�ArLiY 11 Yi
OF PRECISION AS CALCULATED IS 1: 57,748 +, THAT THIS PLAT W
IN ACCORDANCE W17H G.S. 47 -30 AS AMENDED. W17NESS MY ORIGI/�� p�TZJ j O
REGISTRATION NUMBER AND SEAL THIS 10th DAY OF NOVEMB£!t T I A.71 `J n
2013
LAND SURVEYOR
REGISTRATION No. L -2509
aaooaoa00000p°ooso
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NORTH CAROLINA
WAKE COUNTY
I WILLIAM K. HARDIN 111 CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DEED DESCRIPTION RECORDED IN BOOK PAGE THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM t h
INFORMATION FOUND IN BOOK PAGE : THAT THEAS�ArLiY 11 Yi
OF PRECISION AS CALCULATED IS 1: 57,748 +, THAT THIS PLAT W
IN ACCORDANCE W17H G.S. 47 -30 AS AMENDED. W17NESS MY ORIGI/�� p�TZJ j O
REGISTRATION NUMBER AND SEAL THIS 10th DAY OF NOVEMB£!t T I A.71 `J n
2013
LAND SURVEYOR
REGISTRATION No. L -2509
aaooaoa00000p°ooso
a °aa�6��Nrp4cCA ?o ,#o°0da
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CbNI.� NC4,— PFCORQATION, OR SAS..
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VN H1NON 01Y0 'O'N
RLE.• STEWARJWL

NORTH CAROLINA
WAKE COUNTY _ aaaaaaaaoao °j
SUPERWSION FROM AN ACTUAL SURVEY MADE UNIDER�MYWSUPERVISION,NDER MY s6gaa o NooCARO, � °tl
DEED DESCRIPTION RECORDED IN BOOK PAGE THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM I /d °o° ESSIp °doff
OF PRECISION FASNCALCULTED IS 1. 57.74E +; THAT THIS THAT w P AARjv'1 �` a ' o° L T 'p "
IN ACCORDANCE WITH G.S. 47 -30 AS AMENDED. WITNESS MY ORIGIAIN PF�lZ/� r�
REGISM477ON NUMBER AND SEAL THIS 10th Q4Y OF NOVEMBER e ,q.d„ 70R. Y �NCZ. - PECORDATlON, OR SAL,
2013 p::k 0- L-2509 q-.°\
� P d
LAND SURVEYOR a� ° °r/�° a �' \t IF 50' 25' 0 50'
REGISTR47ION No. L -2509
°D ° °°oaaoasaa °°
SCALE IN FEET
i
1
Iry
308
WETLAND AREA B
5.777 ACRES
GARY E. BOYLE
KATHLEEN BOYLE
D. B. 8356, PG. 2048
LOT 24
WHI TEHURST
B.M. 1997, PG. 1116 -1117
PIN NO. 0668.03 -30 -4382
WERMIITTANT
CHANNEL B
310
316
311 0
0 i3
317
259
'
GKL GUrc r ✓. vrc n�
ROBERT L. HELBERT
SUSAN S
D.B. 8183, PG. G. 19 1960
DORIS H. HELBERT
ALLISON R. GOR1N
WHI TEHURST
D.B. 8543 , PG. 1527
LOT 26
D.B. 12700, 1231
LOT 25 5
NO. 0668.03 -30 -5493 1
WHI TEHURST
WHI TEHURST
S 89'18'00" E
B.M. 1997, PG. 1116-1117
B.M. 1997, PG. 1116 -1117
IPF 48.08'
PIN NO. 0668.03 -30 -1382
PIN NO. 0668.03 -30 -3334
/
AIF
321
199.39,
lPF
289
296
295 r92.19'
291
293 297
290
299
298 300
292
2194
263
302
303
301
264
266 267
265
268
269
276
275
270
273
272 271
277
274
278
279
280
282
281
287
283
285 286
284
NORTH CAROLINA
WAKE COUNTY _ aaaaaaaaoao °j
SUPERWSION FROM AN ACTUAL SURVEY MADE UNIDER�MYWSUPERVISION,NDER MY s6gaa o NooCARO, � °tl
DEED DESCRIPTION RECORDED IN BOOK PAGE THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM I /d °o° ESSIp °doff
OF PRECISION FASNCALCULTED IS 1. 57.74E +; THAT THIS THAT w P AARjv'1 �` a ' o° L T 'p "
IN ACCORDANCE WITH G.S. 47 -30 AS AMENDED. WITNESS MY ORIGIAIN PF�lZ/� r�
REGISM477ON NUMBER AND SEAL THIS 10th Q4Y OF NOVEMBER e ,q.d„ 70R. Y �NCZ. - PECORDATlON, OR SAL,
2013 p::k 0- L-2509 q-.°\
� P d
LAND SURVEYOR a� ° °r/�° a �' \t IF 50' 25' 0 50'
REGISTR47ION No. L -2509
°D ° °°oaaoasaa °°
SCALE IN FEET
i
1
Iry
308
WETLAND AREA B
5.777 ACRES
GARY E. BOYLE
KATHLEEN BOYLE
D. B. 8356, PG. 2048
LOT 24
WHI TEHURST
B.M. 1997, PG. 1116 -1117
PIN NO. 0668.03 -30 -4382
WERMIITTANT
CHANNEL B
310
316
311 0
0 i3
317
259
'
GKL GUrc r ✓. vrc n�
SUSAN S
D.B. 8183, PG. G. 19 1960
LOT 23
WHI TEHURST
B.M. 1997, PG. 1116 -1117
PIN
NO. 0668.03 -30 -5493 1
S 89'18'00" E
1312.24'
299.38'
IPF 48.08'
2288 26 4
8 5.430 ACRES
CHARLES A. DAWS, JR.
MARY ISADORA DA WS JOHNSON
D.B. 8465, PG. 2739
A PART OF LOT 4
B.M. 1963, PG. 113
PIN NO. 0668.03 -30 -0122
WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS, PA
319 247 246
S01 -8 START � 245 244
CHANNEL
PERENNIAL
CHANNEL B
SO START
CHANNEL
243
241
240
PERENNIAL `
CHANNEL B -1
258 - -- -256 - 257
238
2
0
0
z
2
a
0
W
89
FlLE.• STEWARIWL

NOR1H CAI.
WAKE COUNTY
I WILLkW K. HARDIN III CERTIFY THAT MS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DEED DESCRIPTION RECORDED IN BOOK PAGE THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
aF P s m As cALcULrFD q 1 � 57.7 E +, TH+1T mis PLAT HW,
IN ACCORDANCE WITH G.S. 47 -30 AS AMENDED. WITNESS MY
O R iV A REGISTRA770N NUMBER AND SEAL THIS 10h DAY OF N W
2013
tl
LAND SURVEIOR
REGISTR47ION No. L -2509
S 89' 18'00" E 1312.24'
IPF 1
IPF 48.08' 68.47'
IPF
224.85'
IPF
FECRDA TION, OR
a
6 q
a
4
?
®a 51x0' ?3' 0'
SCALE IN FEET
430 ACRES
CHARLES A. DA 14S. ✓R.
4Y ISADORA DA NS JOHNSON
D.B. 8465, PG. 2739
A PART OF LOT 4
B.M. 1963, PG 113
'IN NO. 0668.03 -30 -0122
129
128
JD AREA B
7 ACRES
143 142
id1 13A
WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS, PA
279.88'
127
126
WETL
0.-
125
WETb
O.L
2
z
0
z
0
2
a
0
m
w
89
PILE MEWARM

NORTH CAROLINA
WAKE COUNTY
I WILLIAM K. HARDIN III CERTIFY THAT THIS PLAT WAS DR4WN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DEED DESCRIPTION RECORDED IN BOOK PAGE THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM p
INFORMATION FOUND IN BOOK PAGE THAT TH£A��f7Yl1Nr
OF PRECISION AS CALCULATED IS 1, 57.748 +; THAT THIS PLAT W L E
IN ACCORDANCE WITH G.S. 47 -30 AS AMENDED. WITNESS MY ORIGINq��pgl)
REGISTR477ON NUMBER AND SEAL THIS 1�AY OF NOVEMBER' f_l ,q (/ R
2013
LAND SURVEYOR
REGIS7R47ION No. L -2509
Qa °ul"'. CAR,rZfoe..
es � v4
° ?! �'s S1p °a;�y
1 p° n7+ L.Ji Tom
E?N C,_ ECORDAT/ON, OR SAL.
AL-r509 °
°eOOO /� � o n�A,y oa6�a
25' ol
SCALE IN FEET
WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS, PA
vi, i .V. ITUDIIV.�UIV
ELEAHA S. ROBINSON
D.B. 8573, PG. 91
LOT 87
WHI TEHURST
3-M. 1997, PG. 1198 -1200
'/N NO. 0667.01 -49 -4979
RANDALL M. NELSON
THERESA L. NELSON
D.B. 11245, PG. 64
LOT 86
WHI TEHURST
M. 1997, PG. 1198 -1200
N NO. 066701 -49 -5807
=T CLIFTON HAIR
E JOHNSON HAIR
. 5550, PG. 893
ART OF TRACT 1
1993, PG. 355
0667.01 -49 -8226
102
2
0
2
2
a
0
w
i
a
0
RLE S7FWAffM

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J
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110. 12'
S 01'47'10" W 635.77'
O J
NORTH CAROLINA
N
WAKE COUNTY
I - YlLL64M K. HARDIN N CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
g0000aaaa°
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WAKE COUNTY
I - YlLL64M K. HARDIN N CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
g0000aaaa°
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DEED DESCRIP770N RECORDED IN BOOK PAGE THAT
� _
L
opi v r
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THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDIC47ED AS DRAWN FROM
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CONAWNC ,� ECORATION, OR SAL,
REG /STRATTON NUMBER AND SEAL
2013 fR' d
°� L-2509 ,
n� q
°
LAND SURVEYOR
REGISTRAT70N No. L -2509
e ° ° ° °5p' 25' p Sp'
pea °9`i7 °p °an
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♦ 98 OAVN- (100e) £9 OVN HINON 0/80 'OW
WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS, PA ME, s7FwARM
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♦ 98 OAVN- (100e) £9 OVN HINON 0/80 'OW
WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS, PA ME, s7FwARM

WETLAND AND CHANNEL DESCRIPTION AND COORDINATE TABLE
POINT
DESCRIPTION
NORTHING
EASTING
POINT
DESCRIPTION
NORTHING
EASTING
POINT
DESCRIPTION
NORTHING
EASTING
POINT
DESCRIPTION
NORTHING
EASTING
POINT
DESCRIPTION
NORTHING
EASTING
1
129WL
8 149.478
2062241.056
74
11 WL -.--E
44. 04
6 ,348
147
69WL
679824.66
064714.864
D
4CH
8804
20153821081
29
690232.035
6
12M
60135-097
, 6
75
75WLTTFIL
79-65M- 5
064120,514
148
613WL
6 9846.1
4
221
3CH
O0 t. 6
2pfi382 .0
_
294
H
68022"61
2063248.289
t WL
680119. 08
2062228.676
76
74WL
67964 4
2064147.468
149
YCH
679989.
4 4.1
2
H
--5-F0-F5-4.T0-!F-
208 810. 13
9
VCH
680237.776
206-3255-767
4
POND
680147
2082225.000
7
73WL
679675.575
2064170,052
1
2 C
D
_766-4-JET-1 6
2
H
66659036
2063801.916
29
2 H
0 69
--2-0-6Y2 6 7, 715
5
POND
680] .69
2062229.408
7
72WL
679712.997
2064} 6.819
151
2 CH
6 000 .603
2054381.347
224
3CH
680104,626
206378 .916
297
CH
680232.918
2063278.486
ON
6 01 .269
2062235.794
9
71 W'L
2064165,723
152
31CH
680019.035
2064391.673
3CH
6800
0 6.040
298
C
0 26.181
20 8
550204.179
2062233.302
0
70WL -
679799184
064149.6
1
CH
6970522.128
2064391.991
226
CH
. 4
,
20-63 7 61
299
2 H
580
R6 6. 7
8
POND
680219.148
2062228.520
81
4-CR
679766.866
2054290.458
154
XCH
680025.3
21)64388.900
227
4CH
680097.704
2063767.951
306
2 H
680225.615
2063338.595
9
P
8 0
062 d .84
4CH
679761.748
06429.1
1
3CH
8800
_
2064:385.487
22
67987 .838
20640 .41
1
2CH
0204.
2
10
1.1 9
26621
4CH
679750.060
15
H
6 0 D. R4
2064 91. 90
66WL
679 8.00
1 . l
30
2
fi 021
11
PON
680230,128
2062 .2k
84
4 CM
7 9. 8
064298,955
157
4 H
680057, 41
2064388.631
❑
65WL
879894.204
2054001.548
303
2CH
,461
680208.B43
1
N
680232278
2 6 4
9 1.8
0 4 10.278
1
- H
6800 .6 5
2 6 39041
2 T
64WL
991.
206 988,910
04
H
6 0 1
13
POND
880227.559
2062128.770
86
+ H
679704.935
2064329.408
159
3CH
686082.028
2064 88.037
232
63WL
679918,359
2083941.891
3 5
I CH
680218.300
.6
2063 97,720
14
ON
680231.792
2062116,226
7
H
679706.553
2-0-6-4335­5-2 .
160
2CH
680087.524
064 4.1 5
233
WL
9918,336
2063902.720
O6
C
429 .4 p
206 412. 14
1
N
9. 08
2062111.
2CH
679712.894
2064333.169
161
2
92.388
2064383.812
234
61WL
6799-1-6.-695-
20631559,048
30
3CH
O 98.133
4
16
POND
680217,964
2062105A2
89
2CH
79 29.93
064350.903
162
3 H
660107.486
2064387.179
2
60WL
679953.783
479
308
2CH
650202.851
20 454.67
17
5801 4,824
O6 1D , 50
90
2
679736,273
2064 352.607
18
H
-670111.300
43 .11
59WL
.6 1
4
309
680201.126
2063502.012
1
ONO
68616 ,872
14 .91
1
2 H
6 9 42.403
2064355.899
164
4 H
68072.2
4 6.1
23
7 .457
2693784.341
H
680193.617
2063523.257
19
POND
680153.1 3
2052113.415
92
CH
679695,534
2064329.605
16
3CH
6BD }38.4
2064364.836
235
57WL
fi8Op37.863
43
11
8 GH
680204.875
063540,656
ONO
68 1 1
662127, 45
W
679890.324
0S4 1.8
166
2CH
0 4 . 1
064 55.887
239
R H
680119.848
2063748.798
=2063743.919
72
2CH
1 &. 4S
2063241,819
21
POND
68015.9
2062147.436
94
6 CH
679681.928
206434.9
167
OIWLITPL
6803 ,626
2064350.422
24
3 CH
680133.279
19
1
108Wi
8 9 83,998
2062319.197
22
1 AWL ON
8 9 1
2062149.689
9
CH
6T96S .294
2 4 d, 6
168
3CH
1 4, 79
464356.506
4
H
6801 8.921
14
10714E
6 9812. ❑0
2082314.71
ON
948.T 6
206 16 .
7 CH
9
4 .
169
4
-680176980
2064361810
4
3CH
8807 0.5 4
fi
1
10SWL
6 9 96,882
24
PON
-
680147,628
2062189.258
97
--9T-
3CH
67 6 4.44
064 58,639
170
02WL
680166.065
2064347.808
4
3CH
680160.682
.36
316
6 H
680212.934
206 49.892
25
dN
6 14 ,938
208 YT17.Tff-
3CH
fi 79630.089
--064M4,2115
171
0 WL
680158,276
2 6 336.
244
3CH
680183.934
s 92,17
317
WCH
680207.81
208 1
26
POND
68014W593
2062222.982
99
H
9
2064373,209
172
04-W-LTrFL--
6962 5.5
4
24
H
680183.779
2063684, 48
318
d
660213.00
206 96. 0
27
133W-
680120.637
052141.405
100
+ CH
67962 .810
206437B.890
173
3CH
680256.779
2064339.437
246
3CH
8 198.2 2
2063675.196
319
3 H
680209.055
2063605.819
7 2WL
E00121.034
6 7 9 5 . 3 6 6
101
4 H
s 96 ,140
2664364-371
7 4
XCH
680243,316
2064
24
01 1 H
0199.40
2063669.869
320
XCH
680218,920
2C63f>33,497
29
7 1WL
680123.585
02.230
102
4 CH
679596,997
2064406.939
1
CH
600222.195
064345.192
245
S01 3CH
-680124,035
20 53840.337
321
WLTTPL
6802 1. OO
2063440.598
12 WL_
6BOI 05.905
2062263.621
103
H
6 9 988
2064358.97
1 79--
3'CH
680213.052
2064350,569
49
XCH
650121.068
2693966.154
---
WL L H
6BO235.447
206433&083
1
12 AWL.
6 00 T
2062267,-6-2'F
104
H
679 66,484
2064356,-095-
1
301.E
- 80-Ti -1,g=
2064354133
250
XCH
bbulzl, 1.5/
20 6 .1
L CH
SBU210,949
_
2064352.085
2
126WL
680050.4
2052259.068
105
CH
679772,602
2064354.248
--j
3CH
5801-99-93!7'-- .
2054358.298
251
2 CH
680118,103
2063690.241
d
WLIIFL CH
2064352.183
125WL
680 4
.
266 30.889
I
979809.565
2064356.787
179
4CH
1 4.692
2064 B.9 T
252
XCH
680112,469
2083706.827
325
PC
_5B0214.086
680235.267
20 64352.843
34
12SAWL
001 .10
25762207,9,30
CH
8 9 26.9
1
180
37CH
09T3-69.614
5
gvolmm
2063721.789
6
WL L H
6 6 2,662
2064 3
35
135WLTTPOND
6801 .461
2052137.049
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2CH
679837.705
206 61. 15
181
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6801 7,370
2064386.411
254
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680117.871
206 .961
327
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6 9 99.805
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2064333,026
6
1 6
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650138,586
20521 4.41
1
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679854125
2or.4 . 2
18
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680130.385
2064397.4
2
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68D06
2063716.480
8
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6 9 4, 5
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37
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012 ,210
2062104.736
11
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679873.622
2054367.723
183
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680123.985 -
2064400.048
256
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600079.248
06 6 3. 83
329
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679852.251
2 62359.314
1
650100..59
2062097.040
111
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181
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184
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68 D61.917
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257
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4
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2062099.701
112
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680099.410
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680018.674
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186
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680161.023
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80080.059
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679958.531
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6 O1 0.629
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680035.743
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6 9818.210
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679968.369
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19wt
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680215.533
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679982.11
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2054383.863
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680168.819
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8801 .119
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679932.788
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579791.885
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679851.584
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679804.154
2064261. 19
194
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❑241.911
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267
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680181.190
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981.
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680161. 98
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679881.324
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563321.5 7
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679774.120
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845.313
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6 t16. 74
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679774.120
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877.297
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679889.814
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879614.210
2062370.251
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916.481
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6798B8.88
2064066.178
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680111.464
2063222.372
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❑6 322.548
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2064055,143
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2062335.514
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680014„ 97
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68 118.976
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679686.94
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2063993.902
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679794.300
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679827.620
2064230.801
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679926.
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6BOO94.568
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679826.571
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679921.735
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159007&057
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6797 1. 19
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679835.213
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6 99Z .464
2053964,743
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680047.532
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2062381.951
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679840.492
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6 99 4. 8
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680023,36
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6 9938. 2
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6800 6. 4
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579613.7 07
2082438.772
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679948.038
2063943.187
283
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680011.89
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6 981 ,902
20621,39.736
138
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679856.220
20641 9.834
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979§56:759
2063945,092
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680008.153
6 4.35
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6 9fi 0.036
2062128.455
139
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2064165,226
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79981.8
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680014.179
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2063284.065
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679680.831
21>611- 1.49
140
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2054158.882
213
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679984.341
2063935.134
286
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2663321.712
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679701064
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fi7977a.4 9
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2064178.9 7
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2063163.967
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6 96149
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8 041.4
06 64.s
290
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4.060
2063171.833
2
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679664.450
2062233.386
145
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679861.834
2064104.590 1
219
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686049.169
06 855.493
241
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2063185.920
116WL
6 9 .1
5 2.4 8
146
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615k67.6-17.2-0-U-4-099,695
1
219
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669051.839
2063844.933
292
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6 p 20.449
0 19 9
NORTH CAROLINA
WAKE COUNTY °°°gp00°°a0,
I WILLAM K. HARDIN III CER77FY THAT THIS PLAT WAS DRAWN UNDER MY °4° � Cl � go
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION, e @a °a �. °dDarooA dal *00nos
DEED DESCRfP770N RECORDED IN BOOK PAGE THAT e �G d�5f� d°
THE BOUNDARIES NOT SURVE'YE'D ARE CLEARLY INDICATED AS DRAWN FROM a a° � o
INFORM47ION FOUND IN BOOK PAGE 7MT THE I JAAIIII �/p r� �, o�
OF PRECISION AS CALCULATED 1S 1 57,748 +; THAT THIS PLAT W #�Alffli Cr
IN ACCORDANCE W17H G.S. 47 -30 AS AMENDED. W17NESS MY ORIGI/Vq�� pg7�R ) p �+
REGISTRATION NUMBER AND SEAL THIS 10th DAY OF NOVEMBEI( �7 A.d., � R ° CON MNr'�' l� - ECORDA TION, OR SAL
2013 m� °� 9 Qod
LAND SURVEYOR o f d 'S' b , a° 50' 25' 0' S0'
REGISTRATION No. L -2509 Q° eq� d, ° "° ° �9 tim%
SCALE IN FEET
WETLAND S DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS, PA
FILE VEWARM