20170332 Ver 1_Buffer and/or Stream Determination_20170324

Water Resources
ENVIRONMENTAL QUALITY
March 24, 2017
ROY COOPER
Gm o nor
MICHAEL S. REGAN
Sccreta,r
S. JAY ZIMMERMAN
Director
DWQ Project # 20170332
Wake County
Joseph E. Starr, PE and Tomas Will CT Corporation System — Registered Agent
Hart & Hickman, PC 1259 Innovation LLC
3334 Hillsborough Street 160 Mine Lake Ct. Suite 200
Raleigh, NC 27607 Raleigh, NC 27615
Subject: Project Name: Princess Nail Supply; Parcel No. 0757208836; 1259 Innovation Avenue, Cary,
Wake County, NC; Unnamed Tributary to Stirrup Iron Creek
On -Site Determination Appeal for Applicability to the Neuse River Riparian Area
Protection Rules 15A NCAC 026.0233
Dear Mr. Starr and Mr. Will,
On February 17, 2017, the Division of Water Resources (DWR) Central Office, 401 & Buffer Permitting
Branch, received your request to appeal an on-site Buffer Determination made by the DWR Raleigh
Regional Office as provided in 15A NCAC 0213.0233 (3). On March 14, 2017, Shelton Sullivan and
Jennifer Burdette of DWR conducted an on-site determination to review the feature labeled as Stream B
and Pond feature on Stream B located on the subject property for applicability to the Neuse River
Riparian Buffer Rules 15A NCAC 02B .0233.
The Pond and the connected Stream B were evaluated and were determined to be subject to the Neuse
River Riparian Buffer Rules 15A NCAC 02B .0233.; and therefore, DWR Central Office 401 & Buffer
Permitting Branch agree with the Buffer Determination Letter NBRRO #17-011, dated January 27, 2017,
which is attached for your reference.
This determination replaces the January 27, 2017 determination made by the DWR Raleigh Regional
Office for Stream B and for the Pond. This determination shall expire five years from the date of this
letter. However, the January 27, 2017 NBRRO #17-011 determination is still valid for Stream A and
Stirrup Iron Creek.
This determination can be contested as provided in General Statute 150B by filing a written petition for
an administrative hearing to the Office of Administrative Hearings (hereby known as OAH) within sixty
(60) calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH Clerk's
Office at [phone] for information. A petition is considered filed when the original and one (1)
copy along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday
through Friday between 8:00am and 5:00pm, excluding official state holidays).
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919 807 6300

Princess Nail Supply; Parcel No. 0757208836;1259 Innovation Avenue, Cary
Wake County
Page 2 of 2
The petition may be faxed to the OAH at [phone], provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business days
following the faxed transmission.
Mailing address for the OAH:
If sending via U.S. Postal Service: If sending via delivery service (UPS, FedEx, etc.)
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter only addresses the applicability to the buffer rules and does not approve any activity within
buffers or within waters of the state. If you have any additional questions or require additional
information, please call Shelton Sullivan at [phone].
Sincerely,
4�wxi(�
Karen Higgins, Supervisor
401 & Buffer Permitting Branch
Enclosures: Buffer Determination Letter NBRRO #17-011 dated January 27, 2017
cc: 401 & Buffer Permitting Branch — File Copy
Filename: 20170332_1259 Buffer Appeal—Innovation Avenue_Cary_Wake County_3-23-17

Water Resources
ENVIRONMENTAL QUALITY
January 27, 2017
Eric. W. Gaul
165 Township Line Road
Suite 3000
Jenkintown, PA 19046
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Buffer Determination Letter
NBRRO #17-011
Wake County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 2B .0233)
C-)❑ Intermittent/Perennial Determination (where local buffer
Tar -Pamlico (15A NCAC 2B .0259}
ordinances apply)
❑ Jordan (15A NCAC 2B .0267)
(governmental and/or intedurisdictional
X Culvert
projects)
X
Project Name: Princess Nail Supply Warehouse
Address/Location: 1259 Innovation Avenue Cary NC 27560
Stream(s): Stirrup Iron Creek
Determination Date: January 25, 2017 Staff: Stephanie Goss
Stream
E/I/P*
Not Subject
Subject Start@
Stop@
Soil
Survey
USGS
To o
Stream A
X Culvert
Culvert
X
X
Pond
X
X
Stream B
X Pond
Stirrup Iron
Creek
X
Stirrup Iron
Creek
X Off property
Off property
X
X
*E/1/P = Ephemeral/Intermittent/Perennial
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of Wake
County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each
stream that is checked "Not Subject' has been determined to not be at least intermittent or is not present. Streams
that are checked "Subject' have been located on the property and possess characteristics that qualify it to be at least
an intermittent stream. There may be other streams located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
Division of Water Resources, Raleigh Regional Office, Waler Quality Operations Section http:�, portal.nedenr.urg%"weh!wggaps
1628 klail Service Center, Raleigh, NC 27699.1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh. NC 27609 Pax: [phone]

Princess Nail Supply Warehouse
Wake County
January 27, 2017
Page 2 of 2
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via LtS Posta! Service: c/o Karen Higgins;
DWR — 401 & Buffer Permeilding Unit; 1617 Mail Service Center; Raleigh, NC 27699-1617. If sending vla
delivery service (LIPS, FedEx, etc.): Karen Higgins; DWR— 401 & Buffer Permitting Unit; 5I2 N. Salisbury
Street; Raleigh, NC 27604.
This determination Is final and binding unless, as detailed above, unless an appeal is requested within sixty
(60) days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Array Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
if y ve questions regarding this determinati , p: ease feel free to contact Stephanie Goss at [phone].
t`
incerely,
Danny Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
Matt Bramblett, Hart & Hickman, PC, 2923 South Tryon Street, Suite 100, Charlotte, NC 28203

17-11: Princess Nail Supply Warehouse
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Division of Water Resources
Legend:',/ , sa
Locations are approximate
-Approximate Site boundary: al ; Aq and are provided for
-NRCS Soil Survey Wake County Sheet # 26 ���' reference only ::

17-11: Princess Nail Supply Warehouse
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-` reference only ::

hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS
February 15, 2017
NC Department of Environmental Quality
Division of Water Resources
401 & Buffer Permitting Unit
1628 Mail Service Center
Raleigh, North Carolina 27699
Attn: Ms. Karen Higgins
Re: Buffer Determination Appeal Request
19.47± -Acre Property
Wake Co. Parcel # 0757208836
1259 Innovation Avenue
Cary, Wake County, North Carolina
NBRRO #17-011
H&H Job No. PNS -001
Dear Karen:
This letter provides supplemental information associated with the Buffer Determination Request
sent on January 6, 2018 and the Buffer Determination Letter (NBRRO # 17-011), dated January
27, 2017, for the above referenced project site. On behalf of our client, Princess Nail Supply, we
are requesting that the Division of Water Resources (DWR) please reconsider the buffer
determination associated with the manmade stormwater pond located on the project site. It is our
opinion that the pond is Not Subject to the Neuse River Buffer Rules.
According to the Buffer Determination Letter, the following water bodies require a 50' buffer:
the stream in the southeast of the property (identified as Stream A), the Crabtree Creek Flood
Retaining Structure (identified as Stirrup Iron Creek), the stream below the manmade stormwater
pond (identified as Stream B), and the manmade stormwater pond (identified as Pond).
2923 South Tryon Street, Suite 100 I 3334 Hillsborough Street
Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com
704.586.0007 main 919.847.4241 main

Ms. Karen Higgins
February 15, 2017
Page 2
While we agree with the buffer determination for Stream A, Stirrup Iron Creek, and Stream B;
we request that you reconsider the buffer applicability on the manmade stormwater pond. Please
consider the following information when reconsidering the buffer determination:
Site History
The manmade stormwater pond was constructed sometime between 1999 and 2002. The Crabtree
Creek W/S structure, located west of the property, appears to have been constructed between
1981 and 1984.
1970 USDA Soil Survey (see attached)
The 1970 USDA Soil Survey depicts an intermittent stream on the western portion of the
property with an origin approximately 800 feet north of the northern property boundary. Using
georeferencing tools, we georeferenced the 1970 soil survey to 2016 orthoimagery and traced the
outline of the stormwater pond so that we can see approximately where it is relative to the
features depicted on the soil survey (see attached 1970 USDA Soil Survey). As noted in the Buffer
Determination Letter, the pond is not present on the Soil Survey.
USGS Topo Maps (historical maps are not attached but can be provided)
After submitting the Buffer Determination Request, H&H reviewed additional USGS
topographic maps, including the 2016 map, which is the most recent version. As shown on the
attached figure, the stormwater pond is not shown on the most recent version of the topo map.
Here is a brief synopsis of our observations for additional topo maps:
• 2016 (attached): stream or stormwater pond not shown on the property, Crabtree Creek
W/S Structure shown to the west of the property.
• 2013: stream or stormwater pond not shown on the property, Crabtree Creek W/S
Structure shown to the west of the property.
• 2002: stormwater pond shown on the property, no stream shown on the property, Crabtree
Creek W/S Structure shown to the west of the property.
• 1993: stream or stormwater pond not shown on the property, Crabtree Creek W/S
Structure shown to the west of the property.
hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS
SAAAA-Master Projects\Princess Nail Supply\PNS-001 - 1259 Innovation Ave\Buffer Detemtination\Response to DEQ on pond
buffer\PNS-001 - Buffer Determination Appeal Requestdoc

Ms. Karen Higgins
February 15, 2017
Page 3
• 1990: stream or stormwater pond not shown on the property, Crabtree Creek W/S
Structure shown to the west of the property.
• 1984: stream or stormwater pond not shown on the property.
• 1973: stream or stormwater pond not shown on the property.
• 1954: stream or stormwater pond not shown on the property.
• 1953: stream or stormwater pond not shown on the property.
• 1943: stream or stormwater pond not shown on the property.
Water Quality Pond Plans
Approved plans for the stormwater pond were obtained from the Town of Morrisville. The plans,
dated 6/18/1999, identify the pond as a "NCDEM Water Quality Pond". The plans do not depict
surface water features that discharge into the pond. Two culverts appear to convey stormwater
from Innovation Ave. and the northern adjacent parking lot, and are depicted above the pond.
Army Corps of Engineers
On February 8, 2016, Ms. Tasha Alexander with the US Army Corps of Engineers made a visit to
the property to make a jurisdictional determination for Waters of the United States. Subsequent
to the site visit, Ms. Alexander was provided with plans for the stormwater pond via email. Upon
review of the plans, Ms. Alexander concluded that the pond is not jurisdictional. Ms. Alexander
communicated in the field that a Preliminary Jurisdictional Determination would be issued in the
coming weeks. A copy of the email exchange is attached.
Discussion
In the field, the stormwater pond was observed to discharge into Stream B via a culvert. Stream
B discharges into the Crabtree Creek W/S structure located on the western adjoining property.
The origin point for Stream B was observed to be the culvert below the dam. The stonnwater
pond receives runoff from Innovation Avenue and the northern adjacent property. There were no
stream features observed above the stormwater pond which discharge into the stormwater pond.
hart � hickman
SMARTER ENVIRONMENTAL SOLUTIONS
S: AAA -Master Projects\Princess Nail Supply\PNS-001 - 1259 Innovation AveBuffff Detennination\Response to DEQ on pond
buffff\PNS-001 - Buffer Determination Appeal Requmt.doc

Ms. Karen Higgins
February 15, 2017
Page 4
The 1970 USDA Soil Survey depicts an intermittent stream on the western portion of the
property. The present location of the stormwater pond is not depicted on the 1970 Soil Survey.
The entire history of USGS topo maps do not show any portion of stream depicted on the 1970
USDA Soil Survey as being on the property.
Only one USGS topographic map (2002) shows the stormwater pond, all other USGS
topographic maps do not depict the stormwater pond, including the most recent version of the
map.
Approved plans for the pond identify the feature as a "NCDEM Water Quality Pond". The plans
do not depict surface waters above the pond.
The Army Corps of Engineers has determined that the pond is not jurisdictional.
Conclusion
If the stream depicted on the western portion of the property on the 1970 USDA Soil Survey was
mapped correctly, it was filled in during the adjacent construction and was replaced by the
stormwater pond. The current stormwater pond is providing a benefit to water quality, which is
the purpose of the buffer rules. If the stream shown on the Soil Survey had been filled without
the addition of the pond, there would be no buffer required and no resulting water quality benefit.
Since the pond is present, it provides the water quality benefit that is intended by the buffer rules.
In addition, since the pond is not shown on the 1970 Soil Survey or on the most recent version of
the USGS 7.5 minute topographic map, then the pond is Not Subject to the Neuse River buffer
rules. Therefore, we request that the DWR reconsider the determination in light of this new
information, and not apply riparian buffers to the manmade pond.
We greatly appreciate your assistance and cooperation as we try to navigate this matter. We hope
the information presented herein is helpful in reaching a mutual understanding of the somewhat
hart � hickman
S:WAA-Master Projects\Princess Nail Suppty\PNS-001 - 1259 Innovation Ave\Buffer DetertninationUtesponse to DEQ on pond SMARTER ENVIRONMENTAL SOLUTIONS
Iwffer\PNS-00I - Buffer Determination Appeal Request.doc

Ms. Karen Higgins
February 15, 2017
Page 5
complex situation. As our client is operating on a limited timeline to make decisions concerning
the development of the property, we would greatly appreciate your prompt review of the buffer
determination.
Please contact us at your earliest convenience to discuss this matter.
Sincerely,
Hart & Hickman, PC
4-1
Joseph E. Starr, PE
Senior Consultant
r�� "O�
Tomas Will
Assistant Project Environmental Scientist
Attachments
Delineation Map
1970 USDA Soil Survey with Georeferenced Location of Present Day Stormwater Pond
2016 USGS Topographic Map
Plans for Water Quality Pond
E-mail Correspondence with Tasha Alexander
Buffer Determination Letter (NBRRO #17-011)
cc: Scott Jones, Princess Nail Supply (Via Email)
Joe Whitehouse, Creative Urban Environments, Inc. (Via Email)
S:WAA-Master Projects\Prtncess Nail Supply\PNS-001 - 1259 Innovation Ave\Buffer Determination\Response to DEQ on pond
buffer\PNS-001 - Buffer Determination Appeal Request.doc
14
hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS

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1259 INNOVATION AVENUE
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2923 Stw[h Tryron Strect-Suite 1 W
hart "�• hickman Charlotte, Norah Carolina 28203
704-586-0007(p) 704.586-03730
SMARTER ENVIRONMENTAL SOLUTIONS license 4 C-1269 / #C-245 Geolo}�
DATE: 2-1-17 REVISION NO. 0
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SMARTER ENVIRONMENTAL SOLUTIONS
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From: Danielle Birmingham
To: Tomas Will: Joe Starr
Subject: FW: 1259 Innovation Ave #2007-03744
Date: Friday, February 10, 2017 7:53:48 AM
FYI below.
From: Alexander, Tasha L CIV USARMY CESAW (US) [mailto:[e-mail]]
Sent: Thursday, February 09, 2017 5:43 PM
To: Danielle Birmingham <[e-mail]>
Subject: RE: 1259 Innovation Ave #2007-03744
Danielle,
It was nice meeting you too! I really appreciate the additional information. The plans are really
helpful. It appears the pond may have been constructed in a jurisdictional water of the U.S.
however, it was likely authorized under NWP 26 in 1999. This information along with the
plans indicating the pond was constructed as a BMP is enough information to confirm the
pond is not jurisdictional. Can you send me copies of the 1999 and 2005 aerials that we
reviewed in the field?
Thank you,
Tasha Alexander
Regulatory Specialist
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers -Wilmington District
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], extension 35
email: tasha.l.alexander(c,.usace.anny.mil
The Wilmington District is committed to providing the highest level of support to the public.
To help us ensure we continue to do so, please complete the Customer Satisfaction Survey
located at our website at
hip://www.saw.usace.army.mil/missions/RegulatoiyPennitProgram.aspx to complete the
survey online.
-----Original Message -----
From: Danielle Birmingham[mai Ito: dbirming_ham(charthickman.com]
Sent: Wednesday, February 08, 2017 5:26 PM
To: Alexander, Tasha L CIV USARMY CESAW (US)
<Tasha. L.Alexander(&,usace. army.mil>
Cc: Joe Starr <jstarr&harthickman.com>; Tomas Will <twill(a)harthickman.com>
Subject: [EXTERNAL] 1259 Innovation Ave #2007-03744
Hi Tasha,

It was nice to meet you today! After some digging, we were able to find the attached as-builts
of the stormwater management pond. The as-builts refer to the stormwater BMP as a NC
Division of Environmental Management Water Quality Pond and have been approved. Is this
sufficient information to consider the stormwater BMP as non jurisdictional and not a Water
of the U.S.? Please let me know at your earliest convenience!
Thank you!
Danielle
Danielle Birmingham, Assistant Project Environmental Scientist
Hart & Hickman, PC 12923 South Tryon Street, Suite 100 1 Charlotte, NC 28203
Direct 704-526-2048 1 Mobile [phone] Main 704-586-0007
Blockedwww.harthickman.com<Blockedhttp://www.harthickman.com/>
P Please consider the environment before printing this e-mail
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To: Remove this sender from my allow list
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From:
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Lapin

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1988 Historical Aerial Photograph with Current Pond Location Outlined
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3 95 190 380 ft
1 inch = 180 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.

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0 95 190 380 ft
1 inch = 180 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.

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2005 Historical Aerial Photograph with Pond Location Outlined
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0 95 190 380 ft
1 inch = 180 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.

35" 52' WN
35" 51'52"N
F Hydric Rating by Map Unit—Wake County, North Carolina 3
696500 696600 696700 696800 696900 697000
Q 35" 52'18"N
M
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Map Scale: 1:3,910 rf punted on A portrait (83 x 11") sheet.
Meters
NN 0 50 100 200 300
,\ 0 150 300 600 900r
Map protection: Web Mercator Comer coordinates: W3S84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey 10/21/2016
Conservation Service National Cooperative Soil Survey Page 1 of 5
35° 51'52" N

Hydric Rating by Map Unit—Wake County, North Carolina
MAP LEGEND
Area of Interest (AOI)
17
Area of Interest (AOI)
Soils
Hydric (66 to 99%)
Soil Rating
Polygons
EJ
Hydric (100%)
0
Hydric (66 to 99%)
0
Hydric (33 to 65%)
0
Hydric (1 to 32%)
Q
Not Hydric (0%)
Not rated or not available
Soil Rating
Lines
~
Hydric (100%)
~
Hydric (66 to 99%)
A r
Hydric (33 to 65%)
r I
Hydric (1 to 32%)
~
Not Hydric (0%)
. 0
Not rated or not available
Soil Rating Points
Hydric (100%)
®
Hydric (66 to 99%)
0
Hydric (33 to 65%)
Hydric (1 to 32%)
N
Not Hydric (0%)
0
Not rated or not available
Water Features
Streams and Canals
Transportation
}i.4 Rails
r%/ Interstate Highways
US Routes
Major Roads
Local Roads
Background
W Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at 1:15,800
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: hftp://websoilsurvey.nres.usda.gov
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more accurate
calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
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.
USDA Natural Resources Web Soil Survey 10/21/2016
'� Conservation Service National Cooperative Soil Survey Page 2 of 5

Corporations Division
Click Here To:
North Calradlna
Elaine F Marshall DEPARTMENT OF THE
Secretary r..�►' ECRETARY of STATE
PO Bm 2Wn Ralelgh, INC 2762640i V ("9)9Q7-2000
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: 1259 Innovation LLC
Limited Liability Company Information
Page 1 of 1
Account
Login
Create
.Site
Account
Sosld:
1226640
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
10/20/2011
Fiscal Month:
December
Registered Agent:
CT Corporation System
Corporate Addresses
Jenkintown. PA 19046-3543
Reg Office:
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Reg Mailing:
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Mailing:
165 Township Line Road, Suite 3000
Jenkintown, PA 19046-3543
Principal Office:
165 Township Line Road, Suite 3000
Jenkintown. PA 19046-3543
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: Pitcairn Company
165 Township Line Road, Suite 3000
Jenkintown PA 19046
Member: Pitcairn Company
165 Township Line Road, Suite 300
Jenkintown PA 19046
https://www.sosnc.gov/Search/profcorp/9854218 3/22/2017