20160655 Ver 1_Riparian Buffer Authorization_20160701

I 1 �
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
Riparian Buffer Authorization Form
A. Applicant Information
FORM: BA 10-2013
1. Project Information
1 a. Name of project: White oak SW US -70 Culvert Extension 60 6
1 b. County: Wake
1 c. Nearest municipality: Town of Garner
1 d. Subdivision name: n/a
1 e. Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer 1f below.
❑ Yes ❑■ No
1f. Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
El Yes 0 No
2. Owner Information
2a. Name on Recorded Deed:
Sherman Yeargan, Jr. & Rowann Yeargan
2b. Deed Book and Page No.
DB 014611 PG 2642
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
ho rCGOt rnp p
2d. Responsible Party
(for Corporations):
White Oak NW Associates, LLC ni2e.
E8, 4PR
Street address:
831 E. Morehead St, Suite 445
2f. City, state, zip:
Charlotte, NC 28202
2g. Telephone n0.:
704-332-0844
2h. Fax no.:
n/a
2i. Email address:
[e-mail]
3. Applicant Information (if different from owner) Same as owner
3a. Applicant is:
❑ Agent ❑ Other, specify:
3b. Name:
3c. Business name
(if applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
4. Agent/Consultant Information (if applicable)
4a. Name:
Glenn Morris, Project Manager
4b. Business name
(if applicable):
Burton Engineering Associates
4c. Street address:
5950 Fairview Road, Suite 100
4d. City, state, zip:
Charlotte, NC 28210
4e. Telephone no.:
704-553-8881
4f. Fax no.:
n/a
4g. Email address:
[e-mail]
FORM: BA 10-2013 Page 1 of 4
D
i
-ES
N

- - BURTON
ENGINEERING
ASSOCIATES
CIVIL ENGINEERS
LAND PLANNERS
5950 Fairview Rd. • Suite 100 -Charlotte, NC 28210
(704) 553881 • Fax [phone]
Transmittal
Attention: Karen Higgins 919-807-6360
Company: NCDENR 401 & Buffer Permitting Branch
Address: 512 N. Salisbury Street Ste 942-E
Raleigh, NC 27604
From: Glenn Morris - Burton Engineering Associates
Project Name: White Oak SW US -70 Culvert Extension
Project Number: 574-006
Date:
06/30/16
Re: Diffuse Flow Requirement, Nuese River Buffer
Via: [-]UPS ❑✓ USPS [-]Courier ❑Hand Deliver []Pick Up
Copies Date Pages
Description
2 6/30/16 1-4
Stormwater Plans
1
Application
1
Stormwater Management Calcs
1
Jurisdictional Stream Determination
❑ As Requested ❑ For Approval ❑✓ For Your Use ❑ For Review and Comment
If you have any questions concerning this information, please contact Burton Engineering Associates by calling
[phone] or by emailing glenn(cD_burtonengineerinq.com
Sincerely,
Glenn Morris ��
Burton Engineering Associates
PLEASE NOTIFY AT ONCE IF ALL ENCLOSURES ARE NOT INCLUDED

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
1720271132
1 b. Site coordinates (in decimal degrees):
Latitude: 35.6962
Longitude: 78.5891
1 c.
Property size:
acres 203.98
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Mahlers Creek
2b. Water Quality Classification of nearest receiving water:
QNSW
2c.
River basin:
Neuse
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:
Some area cleared for excess fill material with storm drainage & storm water bmp. for offsite development.
3b.
Attach an 8'/zx 11 excerpt from the most recent version of the USGS topographic map indicating the location of
the site
3c.
Attach an 8'/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site q
3d.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
6,000 LF
3e.
Explain the purpose of the proposed project:
Site preparatory work for retail development
3f. Describe the overall project in detail, including the type of equipment to be used:
Clearing & mass grading for future retail project. Heavy equipment such as track hoes & earth pans.
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?
FK Yes ❑ No ❑ Unknown
Comments:
Jurisdictional Delineation attached ✓�
4b.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/ Consultant Company: S & EC
Other:
4c.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
12/4/2012
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 and detail according to "help file" instructions. n/a
6.
Future Project Plans
6a.
Is this a phased project?
Yes ❑■ No
6b.
If yes, explain.
Large retail project consisting of over 200 ac. Includes public streets
FORM: BA 10-2013 Page 2 of 4

C. Proposed Impacts Inventory
Impact Justification and Mitigation
1.
1. Buffer Impacts
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
No impacts are proposed. Diffuse flow or BMP required from new storm outfall
1 b.
N/A
1 a. Project is in which protected basin?
X Neuse ❑ Tar -Pamlico ❑ Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this
form.
Buffer impact Reason for Type of impact
number — impact (exempt, allowable,
Permanent (P) allowable w/ mitigation)
or Temporary T
Stream name Buffer Zone 1 Zone 2
mitigation impact impact
required? (sq ft) (sq ft)
131 ❑ P ❑ T N/A
2b.
❑ Yes ❑ No
B2 ❑ P ❑ T
Reason for impact Total impact Multiplier Required mitigation
(square feet (square feet
❑ Yes ❑ No
B3 ❑ P ❑ T
N/A 3 (2 for Catawba)
❑ Yes ❑ No
B4 ❑ P ❑ T
1.5
❑ Yes ❑ No
B5 ❑ P ❑ T
Total buffer mitigation required:
❑ Yes ❑ No
B6 ❑ P ❑ T
❑ Yes ❑ No
N/A
❑ Yes ❑ No
If yes, attach the acceptance letter from the mitigation bank or NC EEP. N/A
2e.
N/A
Total buffer impacts
1c. Comments:
Comments:
D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
No impacts are proposed. Diffuse flow or BMP required from new storm outfall
1 b.
N/A
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
2.
Buffer Mitigation
2a.
Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes X No
2b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone
Reason for impact Total impact Multiplier Required mitigation
(square feet (square feet
Zone
1
N/A 3 (2 for Catawba)
Zone
2
1.5
Total buffer mitigation required:
2c.
If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑ Yes ❑ No
N/A
2d.
If yes, attach the acceptance letter from the mitigation bank or NC EEP. N/A
2e.
N/A
If no, then discuss what type of mitigation is proposed.
2f.
Comments:
FORM: BA 10-2013 Page 3 of 4

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 a.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
❑ Yes ❑■ No
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
public (federal/state) land?
Manual and attach a BMP Supplement Form.
1 b.
F.
Supplementary Information
ht' I•irst Class .lfail ria the US Postal.Service.
1.
Environmental Documentation
OR NC DWR, Transportation Permitting Unit
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the use of
❑ Yes ❑■ No
Raleigh, NC 27604
public (federal/state) land?
For all other projects sent by delivery service
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ❑ No
OR Karen Higgins
environmental document pursuant to the requirements of the National or State (North
NCDWR — 401 & Buffer Permitting Unit
1617 Mail Service Center
Carolina) Environmental Policy Act (NEPA/SEPA)?
N/A
1 c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
n/a
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ Yes No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes■❑ No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
n/a
Applicant/Agent's Printed Name pp icant/Agent's Signature '' Dalt
(Agent's signature is valid only if an authorization letter from the applicant is provided )
Send 3 complete sets of this form and accompanying documents to the following:
horgovernment transportation projects sent
horgovernment transportation projects sent
ht' I•irst Class .lfail ria the US Postal.Service.
ky delivers service (UPS. 1-edF_x, etc.):
NC DWR, Transportation Permitting Unit
OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
h'or all other projects sent by� h'irst (Pass Afail
For all other projects sent by delivery service
ria the 1'S Postal Service
(I 'PS, Fedl_C, etc.).
Karen Higgins
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
NCDWR — 401 & Buffer Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
FORM: BA 10-2013 Page 4 of 4

35° 47 FN
35° 41'35'N
Soil Map—Wake County, North Carolina
(White Oak SW)
35° 42'5" N
In
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m
M
M
M
M
N
M
N
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M
8
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M
M
717500 717600 717700 717800 717900 718000 718100 718200 718300 718400 718500 718600 718700 718800
� 3
F
M Map Scale: 1:6,530 if printed on A landscape (11" x 8.5') sheet
Meters
N 0 50 100 200 300
Feet
0 300 600 1200 1800
k
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey 5/12/2016
Conservation Service National Cooperative Soil Survey Page 1 of 3
350 41'33'N

MAP LEGEND
Area of Interest (AOI)
Spoil Area
Area of Interest (AOI)
Soils
Stony Spot
U
Soil Map Unit Polygons
�r
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
(Jo
Blowout
®
Borrow Pit
X
Clay Spot
Q
Closed Depression
Gravel Pit
•�
Gravelly Spot
0
Landfill
Lava Flow
Please rely on the bar scale on each map sheet for map
Marsh or swamp
++
Mine or Quarry
0
Miscellaneous Water
0
Perennial Water
V
Rock Outcrop
+
Saline Spot
e
Sandy Spot
reg
Severely Eroded Spot
Maps from the Web Soil Survey are based on the Web Mercator
Sinkhole
�p
Slide or Slip
Sodic Spot
Soil Map—Wake County, North Carolina
(White Oak SW)
MAP INFORMATION
V;�
Spoil Area
The soil surveys that comprise your AOI were mapped at 1:15,800.
jo
Stony Spot
Warning: Soil Map may not be valid at this scale.
Very Stony Spot
Enlargement of maps beyond the scale of mapping can cause
�^
wet Spot
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
b
other
soils that could have been shown at a more detailed scale.
•�
Special Line Features
Please rely on the bar scale on each map sheet for map
Water Features
measurements.
Streams and Canals
Source of Map: Natural Resources Conservation Service
Transportation
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
+-"
Rails
Coordinate System: Web Mercator (EPSG:3857)
reg
Interstate Highways
Maps from the Web Soil Survey are based on the Web Mercator
US Routes
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Major Roads
Albers equal-area conic projection, should be used if more accurate
calculations of distance or area are required.
Local Roads
Background
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Aerial Photography
Soil Survey Area: Wake County, North Carolina
Survey Area Data: Version 14, Sep 30, 2015
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: Apr 27, 2014—May 6,
2014
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
UP Natural Resources Web Soil Survey 5/12/2016
Conservation Service National Cooperative Soil Survey Page 2 of 3

'Soil Map—Wake County, North Carolina
Map Unit Legend
White Oak SW
Wake County, North Carolina (NC183)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
ApB
Appling sandy loam, 2 to 6
29.0
17.8%
percent slopes
ApB2
Appling sandy loam, 2 to 6
64.4
39.56/o
percent slopes, moderately
eroded
ApC
Appling sandy loam, 6 to 10
0.4
0.3%
percent slopes
ApC2
Appling sandy loam, 6 to 10
46.0
28.2%
percent slopes, moderately
eroded
DuB
Durham loamy sand, 2 to 6
4.5
2.7%
percent slopes
Pt
Pits
5.0
3.1%
W
Water
1.1
0.7%
WaB
Wagram loamy sand, 2 to 6
2.1
1.3%
percent slopes
WyA
Worsham sandy loam, 0 to 3
10.6
6.5%
percent slopes
Totals for Area of Interest
163.1
100.0%
USDA Natural Resources Web Soil Survey 5/12/2016
Conservation Service National Cooperative Soil Survey Page 3 of 3

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT E C E i V E
Yt ��
A SAW -2012-01078 - k i
Action Id. SAW 201 01078 County: Wake U.S.G.S. Quad: NC -GA DEC 10 2012
NOTIFICATION OF JURISDICTIONAL IDETERMINAT�N
��.8y: Sail 6 f:n�rn=imeuai Conso3lants. PA
Property Owner: Live Oak Improvements, LLC
Rich Barta
Address: 831 East Morehead Street, Suite 445
Charlotte, NC 28202
Aeent: Soil and Environmental Consultants, PA
Steven Ball
Address: 11010 Raven Ridge Road
Raleigh, NC, 27614
Property description: This Jurisdictional Determination includes five properties totaling approximately 240.78 acres
and located at the southwest corner of US Highway 70 East and White Oak Road in the town of Garner, Wake County, North
Carolina. PINS for the properties: 1720271132 (204.27 acres); 1720072056 (23.82 acres); 1720184732 (9.95 acres);
1720187943 (1.97 acres); 1720194093 (0.77 acres).
Size (acres): 240.78 acres (approx.) Nearest Town: Gamer
Nearest Waterway: Mahlers Creek Water HUC Catalog Name: Neuse River Basin
,iSGS HeiC: 030202011004 Coordinates: Latitude: 35.69280 Longitude: 18.5896
Location description: see property description above
Indicate Which of the Following Appiv:
A. Preliminary (Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). If you wish, you may
request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may
provide new information for further consideration by the Corps to reevaluate the JD.
H. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plats
signed by the Corps Regulatory Official identified below on December 4, 2012. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
Page 1 of 2

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Craig Brown, at 919-554-4884
x35/Craiy_..I.Brown(a usace.army.mil.
C. Basis for Determination: The wetlands meet the hydrophytic vegetation, wetland hydrology and hydric soil criteria
of the 1987 Corps of Engineers Wetlands Delineation Manual and the Eastern Mountains and Piedmont Regional
Supplement. The unnamed tributaries have distinct Ordinary High Water Marks (OHM), bed and bank features, as well as
at least three months of flow. The Unnamed Tributaries and abutting wetlands flow directly to Mahler Creek, which drains
to Swift Creek, which drains to the Neuse River (a Traditional Navigable Waterway).
D. Remarlo: Site was visited on June 8, 2012.
E. Attention USDA ]Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by February 2, 2013.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. **
Corps Regulatory Official: Craig Brown
---- 64�f�-
Date: December 4, 2012 Expiration Date: December 4, 2017
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit http://i)er2.nn.usace.gn--ny.mil/survey.htm] to
complete the survey online.
Copy furnished: Steven Ball (Agent)
Encl: Signed Survey Plats (7 pages)

%0%01F" i
NOTES:
US v de SRR
1.
WETLANDS AND US REGULATED WATERS DELINEATION BY SOIL AND ENVIRONMENTAL CONSULTANTS, PA
O yh'Y JONESSAUSAGE sR�,
11010 RAVEN RIDGE ROAD, RALEIGH NC 27614
OAD
2.
LONGITUDE AND LATITUDE SHOWN HEREON ARE REFERENCED HORIZONTALLY TO THE NORTH AMERICAN
Fp�
DATUM OF 1983 USING THE 2011 ADJUSTMENT (NAD83-2011).
yT
3.
THIS IS A WETLANDS AND US REGULATED WATERS SURVEY REFERENCED TO BOUNDARY SURVEYS
COMPLETED
BY WETHERILL ENGINEERING INC COMPLETED IN AUGUST 2012
WHITE OAl
4.
THIS SURVEY MEETS THE HORIZONTAL ACCURACY STANDARDS FOR A CLASS B LIS/GIS SURVEY (SUB—METER) AS SET FORTH
N COMMONS ,
BY THE NC BOARD FOR ENGINNERS AND SUREVYORS IN 21 NCAC 56.1608.
SURVEY SITE O
5.
FIELD SURVEY CONDUCTED USING TOPCON GRS-1 L1/L2 (GPS + GLONASS) RECEIVER USING THE NCGS CORS RTK CORRECTION SYSTEM.
Co
6.
COORDINATE TABLES FOR WETLANDS POINTS ARE SHOWN ON SHEET 7 HEREIN.
a
o- a�
O UMBER OR EASof
l.N SR 2876
HILLANDALE
LOCATION MAP — NOT TO SCALE
SHEET 5
SHEET 4
C : `E
TOTAL TRACT ACREAGE
OCT 2 4 2012
SHEET 2 = 246.61 ACRES
TOTAL WETLAND ACREAGE
RALE)GII4EGULATOF
= 0.52 ACRES
This certifies that this copy of this plat accurately depicts the FPELD OFFICE
SHEET 3
boundary of the jurisdiction of Section 404 of the Clean Water Act as
determined by the undersigned on this date. Unless there is a change
Y
in the law or our published regulations, this determination of Section
SHEET 6 SHEET 7
-�3O
404 jurisdiction may be relied upon for a period not to exceed five
years from this date. This determination was made utilizing the
appropriate Regional Supplement to the 1987 Corps of Engineers
Wetlands Delineation Manual.
p A��
TIMBER R
Regulatory Official:
Title: e
Date: r
USACEActionf0: 12--010-Ur -
SHEET LAYOUT PLAN
I certify that this map was drawn under my supervision from an actual survey made under my supervision
LEGEND:
(deed description recorded in Book 14611, Page 2642);that the boundaries not surveyed are indicated
as drawn from information shown hereon; that the ratio of precision or positional accuracy is 1/10,000+,
+ WETLAND POINT
and that this map meets the requirements ofAe Standards of Practice for Land Surveying in
PERINNIAL WATERS
North Carolina (21 NCACC 5�6. 1600). This �� day of October, 2012.
INTERMITTENT WATERS
seal
—
— _ NEUSE RIVER BUFFER OFFSET
MarkA.Smith - Professional land surveyor
01 CA
WETLAND AND REGULATED WATERS SURVEY PLAT A\11
ETHERILL _� S
FOR GARNER LIVE OAK IMPROVEMENTS LLC, ET ALENGINEERING 46
PROPERTY OF ROWANN YEARGAN AND SHERMAN A YEARGAN JR
TOWN OF GARNER AND SAINT MARYS TOWNSHIP WAKE COUNTY NORTH CAROLINA suR !�• ��'
(7�� 559 JONES FRANKLIN ROAD STE 164
SEPTEMBER 20, 2012 SCALE: I"=100'
RALEIGH NORTH CAROLINA 27606 sit mNwt����,,,
919-851-8077
LICENSE No. F-0377 • SHEET, 1 O F 7
TRANSPORTATION PLANNING/OESIGN — BRIDGE/STRUCTURE DESIGN
100 50 0 100 200 300 CIVIL/SITE DESIGN GIS/GPS — SURVE'aNG — CONSTRUCTION OBSERVATION

97.94
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(PERENNIAL)
/ W°
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S This certifies that this copy of this plat accurately depicts the
boundary of the Jurisdiction of Section 404 of the Clean Water Act as
/ (t determined by the undersigned on this date. Unless there is a change
in the law or our published regulations, this determination of Section Lt1
/ 404 jurisdiction may be relied upon for a period not to exceed five CL
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years from this date. This determination was made utilizing the
appropriate Regional Supplement to the 1987 Corps of Engineers
Wetlands Delineation M ual. a
J
� Regulatory Official: 1�-�v!"�— Q
/ Title: �iGCv�� 7 iQ1G 0
/ Date: /� `1I / Z
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WETLANDS
ENGJURISDICTIONAL N_ I
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559 JONES FRANKLIN ROAD STE 164
RALEIGH NORTH CAROLINA 27606
919-851-8077
LICENSE No. F-0377
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN GIS/GPS - SURVEYING - CONSTRUCTION OBSERVATION
STONE
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PIN=1720072056
YEARGAN, SHERMAN A JR, ET AL
17B 14611, PG 2642
AREA =1228031 SF =28.19 ACRES
NEUSE RIVER BUFFER
(50' FROM TOP OF BANK)
This certifies that this copy of this plat accurately depicts the
boundary of the jurisdiction of Section 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 determination of Section
404 jurisdiction may be relied upon for a period not to exceed five
years from this date. This determination was made utilizing the
appropriate Regional Supplement to the 1987 Corps of Engineers
Wetlands Delineation Manual. _
Regulatory Official: /� L Vk'V
Title:
Date: Y I 2 G 2
USACE Action ID: / 2— p / G 7
9 ETH ERI LL
ENGINEERING
559 JONES FRANKLIN ROAD STE 164
RALEIGH NORTH CAROLINA 27606
919-851-8077
LICENSE No. F-0377
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN GIS/GPS - SURVEYING - CONSTRUCTION OBSERVATION
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NEUSE RIVER BUFFER
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This certifies that this copy of this plat accurately depicts the
boundary of the jurisdiction of Section 404 of the Clean Water Act as
determined by the undersigned on this date. Unless there Is a change
FLATIRON in the law or our published regulations, this determination of Section
404 jurisdiction may be relied upon for a period not to exceed five
years from this date. This determination was made utilizing the
appropriate Regional Supplement to the 1987 Corps of Engineers
Wetlands Delineation M ual. '
Regulatory Official:
Title: ceg,✓nc.e/ter ��2� {�
I Date:
USACE Action ID: /Z - D / D
100 50 0 100 200 300
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A\1 ETHERILL
ENGINEERING
559 JONES FRANKLIN ROAD STE 164
RALEIGH NORTH CAROLINA 27606
919-651-8077
LICENSE No. F-0377
TRANSPORTATION PLANNING/DESIGN — BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN GIS/GPS — SURVEYING — CONSTRUCTION OBSERVATION
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29
L737A•L130A—
L136 0131 • • LtL132A JURISDICTIONAL
L L 33A WETLANDS
8,687 SIF
This certifies that this copy of this plat accurately depicts the I
boundary of the jurisdiction of Section 404 of the Clean Water Act as 29:
determined by the undersigned on this date. Unless there is a change N
in the law or our published regulations, this determination of Section �; o
404 jurisdiction may be relied upon for a period not to exceed five in
years from this date. This determination was made utilizing the
\ appropriate Regional Supplement to the 1987 Corps of Engineers
Wetlands Delineation Ma al.
`,,,`•`
\\� Regulatory Official: °`O���ES S
\\ �;:� Title: /cZZ
�f Date:
V\/5THERILL -\USACE Action ID / O lb 7 L 3 6 �? ENGNEERING
SUR;�'�
559 JONES FRANKLIN ROAD STE 164A':
RALEIGH NORTH CAROLINA 27606 `'"•.,,,�d���������,,,..�`°`
919-851-8077
LICENSE F-0377 SHEET: 5 ®F 7
100 50 0 100 200 300 TRANSPORTATION PLANNING/DESIGNGN —BRIDGE/STRUCTURE DESIGN
CML/SITE DESIGN GTS/GPS — SURVEYING — CONSTRUCTION OBSERVATION

This certifies that this copy of this plat accurately depicts the
boundary of the jurisdiction of Section 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 determination of section
404 jurisdiction may be relied upon for a period not to exceed five
years from this date. This determination was made utilizing the
appropriate Regional Supplement to the 1987 Corps of Engineers
Wetlands Delineation Manual.
Regulatory Official: aa4�
Title: 4
Date:
USACE Action ID: 12--
NEUSE RIVER BUFFER
(50' FROM TOP OF BANK)
WATERS OF THE US
(PERENNIAL)
/
/
NEUSE RIVER BUFFER
(50FROM TOP OF BANK)
NEUSE RIVER BUFFER
(5O' FROM TOP OF BANK)
J
NRB04 I
1538.44
WATERS OF THE US_
(PERENNIAL)_------
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I
I
100 50 0 100 200 300
EZ18
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220.74
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NEUSE RIVER BUFFER
(50' FROM TOP OF BANK)
IPF
ETH ERI LL
ENGINEERING
559 JONES FRANKLIN ROAD STE 164
RALEIGH NORTH CAROLINA 27606
919-851-8077
LICENSE No. F-0377
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN GIS/GPS - SURVEYING - CONSTRUCTION OBSERVATION
CAR--
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SHEET: 6 O F 7

This certifies that this copy of this plat accurately depicts the
boundary of the jurisdiction of Section 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 determination of Section
404 jurisdiction may be relied upon for a period not to exceed five
years from this date. This determination was made utilizing the
appropriate Regional Supplement to the 1987 Corps of Engineers
Wetlands Delineation Ma al.
Regulatory Official:
Title: S
Date: O ! Z
USACE Action ID: ,P-1- 4 t b 7 X
WATERS OF THE US
(PERENNIAL) / \
NEUSE RIVER BUFFER J
(50' FROM TOP OF BANK)
J
NEUSE RIVER BUFFER
(50' FROM TOP OF BANK)
TIE LINE
6198 66078` 0686058 611 8 6038
615B g oD8 6028
6209 6148 D6fi0
613 0 08
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5 9A 1 A618A7A 61 616A A 61 A 672A 511A
1 �620A 614A
//-NEUSE RIVER BUFFER JURISDICTIONAL WETLANDS
(50' FROM TOP OF BANK) 11,205 SF
✓ a �
PT# LAT' ' " LONG' ' FLAG LABEL
1303 35 41 47.5451 78 35 12.4352 NRSO1
/ 1457 35 41 24.0392 78 35 27.6119 WM4
5038 35 41 46.2987 78 35 22.5267 NR803
15001 35 41 47.6235 78 35 13.0041 NRBO
15016 35 41 45.4642 78 35 18.1323 L109
15017 35 41 45.3984 78 35 18.2183 L110
15018 35 41 45.5488 78 35 18.3147 L114
15019 35 411 45.1674 78 35 16.1658 L111
ISD23 35 41 45.1505 78 35 18.6924 L112
15024 35 4145.1298 78 35 18.9179 L113
15025 35 41 44.790778 35 19.3024 L129
15026 35 41 44,7137 78 35 19.3642 L130A
15027 35 4144.8540 78 35 19.4462 L1308
15028 35 41 44.5322 78 35 19.0709 L132A
15029 35 41 44.6029 78 35 19.1651 L131A
15030 35 41 44.5402 78 35 1919.3053 L133A
15031 35 41 44.5815 78 35 .5028 L134A
15032 35 41 44,6713 7835 19.5949 Ll 35A
15033 35 41 44.6546 78 35 19.8267 L136A
15034 35 41 44.7000 78 35 19.9353 L137A
15035 35 41 44.9997 78 35 20.7188 L125
15036 35 41 45.0309 78 35 20.5846 L124
15037 35 41 45.1148 78 35 20.4089 L123
15038 35 41 45.1734 78 35 20.1614 L122
15040 35 41 45.2978 78 35 19.7841 L12D
15041 35 41 45.3434 78 35 19.4489 L119
15042 35 41 45.4220 78 35 19.2695 L119
15043 35 41 45.6787 78 35 19.1823 L117
15044 35 41 45.5407 78 35 18.9784 LI 16
15046 35 4145.4748 78 35 21.6383 DSDOB
15047 35 41 45.3677 78 35 21.8343 D500
15048 35 41 45.6854 78 35 11.7158 D501
15049 35 41 45.7994 78 35 21.8445 D5028
15050 35 41 45.7095 78 35 22.1300 D503B
15051 35 41 45.6783 78 35 22.3208 D5048
15052 35 41 45.6526 78 35 22.4300 D505B
15053 35 41 45.4046 78 35 22.6578 D503A
15054 35 4145.5128 78 35 22.4596 D502A
15055 35 41 45.4248 78 35 22.1665 D501A
15059 35 4145.6525 78 35 22.5838 D5068
15060 35 41 44.9506 78 35 21.3797 DK200
15069 35 41 44.8967 78 35 27.3260 D601
15075 35 41 30.9026 78 35 6.0920 60A
15076 35 41 30.8472 78 35 6.3325 610A
15077 35 41 30.8248 78 35 6.5303 611A
15078 35 41 30.8229 78 35 6.7302 61ZA
15079 35 41 30.8595 78 35 6.8845 MA
15078 35 41 38.8229 78 35 6.7301 512A
100 50 0 100 200 300
S82'f 6'Z4 "E
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PT# LAT" ' " LONG" FLAG LABEL
15081 35
41
30.8185
78
35
6.9634
614A
15083 35
41
30.8376
78
35
7,1648
616A
15084 35
41
30.8473
78
35
7,3674
617A
15085 35
41
30.7060
78
35
7.5164
618A
15086 35
41
30.7548
78
35
7.7410
618A
15087 35
41
30.7116
78
35
7.9067
619A
15088 35
41
30.7058
78
35
8,0515
620A
15089 35
41
30.6732
78
35
8.2419
621A
15090 35
41
30.8703
78
35
7.8619
6338
15091 35
41
30,9101
78
35
7.8400
6328
15092 35
411
30.8769
78
35
7.7869
6318
15083 35
41
31.0502
78
35
7.6528
6308
15094 35
41
31.0856
78
35
7.4935
5296
15095 35
41
31.1110
78
35
7.3533
6278
15096 35
41
31.1609
78
35
7.1747
6258
15097 35
41
31.1769
78
35
7. D837 -
6248
15099 35
41
31.1881
78
35
6.9841
6235
15099 35
41
30.9128
78
35
6.7240
004
15100 35
41
31.0301
78
35
6.6713
621 B
15101 35
41
31.0180
78
35
6.2965
6148
1 51 02 35
41
31.1381
78
35
6.2352
613B
15103 35
41
31.1329
78
35
6.4116
6156
15104 35
41
31.2051
76
35
6.5057
6118
15105 35
41
31.3292
78
35
6.4056
6128
15106 35
41
31.4324
78
35
6.4193
6118
15107 35
41
31.3432
78
35
6.6692
6198
15109 35
41
31.4789
78
35
6,2183
D610B
15110 35
41
31.4046
78
35
6.1000
6098
15111 35
41
31.6269
78
35
5,8785
6D8B
15112 35
41
31.6657
78
35
5.7614
6078
15113 35
41
31.6855
78
35
5.6115
6068
15114 35
41
31.6982
78
35
5.3834
6058
15115 35
41
31.7042
78
35
5.2538
604B
15116 35
41
31.6177
78
35
4.9139
6038
15117 35
41
31.6021
7B
35
4.9168
6028
15118 35
41
31.3194
78
35
4.6503
6018
15119 35
41
31.4096
78
35
4.7000
500A
15120 35
41
31.4441
78
35
4.6135
6008
15121 35
41
31.3563
78
35
4.7713
601A
15122 35
41
31.2028
78
35
4.9063
5D2A
15123 35
41
31.2376
78
35
S.D179
603A
15124 35
41
31,1203
78
35
5.1711
604A
15125 35
41
31.0477
78
35
5.2772
605A
15126 35
41
31.0717
78
35
5.5932
606A
15127 35
41
31.0024
78
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5.7716
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15128 35
41
30.9028
78
35
5.8404
508A
15129 35
41
25.75D2
78
35
72.5618
DO1
15130 35
41
23.9869
78
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22.9086
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24.8333
79
35
27.4830
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$1,
Lon Rod Set
\ LAT = N374
LONG = W78
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35'00.6083"
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7-
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I
`V ETH ERILL
ENGINEERING
559 JONES FRANKLIN ROAD STE 164
RALEIGH NORTH CAROLINA 27606
919-851-8077
LICENSE No. F-0377
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CiViL/SITE DESIGN GIS/GPS - SURVEYING - CONSTRUCTION OBSERVATION
I
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SHEET: 7 OF 7