SW7131102_HISTORICAL FILE_20210401

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. sw-mj
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M DD

vm-q
ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Qualify
April 1, 2021
Wal-Mart Stores East, LP
Attention: Mr, Rich Dailey, Sr. Director, EH&S Compliance
702 SW 8 th Street — Mail Stop 0505
Bentonville, AZ 72716-0505
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7131102
Wal-Mart — Grantsboro, NC
Dear Mr. Dailey: Pamlico County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7131102 for a stormwater treatment system consisting of a wet
detention pond serving a Wal-Mart Store located on NC Hwy 55 in Grantsboro, NC
expires on December 6, 2021. This is a reminder that permit renewal applications are
due 180 days prior to expiration. We do not have a record of receiving a renewal
application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
https:Hdeq.nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit. Failure to maintain a permit subjects the owner to assessment of
civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roper thorpe ncdenrgov.
Sincerely,
A4& a,
for Roger K. Thorpe
Environmental Engineer
®� �� North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington. North Carolina 27889
�_ tm.�M�m..u'. 252.946.6481

mho
MCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
August 7, 2014
Mr. Michael Thomas, Director of Project Design & Management
Wal-Mart Stores East, LP
2001 SE 10 th Street
Bentonville, Ar 72716
Subject: Failure to Provide Certification
Stormwater Management Permit SW7131102
Wal-Mart Store # 7238, Grantsboro, NC
High Density Commercial Wet Pond Project
Pamlico County
Dear Mr. Thomas:
This letter is to inform you of certain conditions of your stormwater permit that have
not been met. Permit SW7131102 was issued on December 6, 2013 for a wet detention
pond to serve Wal-Mart Store # 7238 located on Hwy 55 in Grantsboro, INC. A Division of
Energy, Mineral, and Land Resources file review and inspection confirms that a
certification of completion has not been submitted. Permit condition number II. 8 states
"Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation..."
Please provide a copy of the certification to this Office at the letterhead address
within 30 days of receipt of this letter. If you have questions, please feel free to contact me
at [phone].
Sincerely,
U `` r . : �'
Roger`K. Thorpe
Environmental Engineer
Washington Regional Office
Cc Bohler Engineering
Division of Energy, Mineral, and Land Resources . Land Quality Section
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone]/ FAX: [phone]
Internet: htto://PoOal.ncdenr.org/web/Ir/land-Quality
An Equal Opportunity 1 Affirmative Action Employer— 50% Recycled 110% Post Consumer Paper

October 10, 2013
Bohler Engineering
800 West Hill Street, Suite 101
Charlotte, North Carolina 28208
Attention: Mr. Chris Capellini, P.E.
c c a oe I l i n i(a,bo h l e re n e. co m
Reference: Report for Soil Evaluation / Seasonal High Water Table (SHWT)
Estimation for Stormwater Best Management Practices (BMP's)
Proposed Walmart (WM #86322)
NC Hwy 55
Grantsboro, Pamlico County, North Carolina
S&ME Project No. 1051-13-234B
Dear Mr. Capellini:
S&ME, Inc. (S&ME) has conducted a soil evaluation including SHWT estimation in
general accordance with S&ME Proposal P140-13E dated July 9, 2013. Our evaluation
was conducted to provide information for the design of an appropriate stormwater Best
Management Practice (BMP) device and a Stormwater Management Permit Application
to the North Carolina Department of Environment and Natural Resources (NCDENR) —
Division of Water Resources (DWR). A soil scientist evaluated the soil conditions within
the proposed stormwater BMP area.
PROJECT BACKGROUND
Development of the 15.23 acre site will include a Walmart building (north portion of
site), associated paved parking and access drives (primarily south of the proposed
building), and a stormwater BMP (north of the proposed building). We also understand
that a gas station will be developed on the south portion of the site. The property is
currently being used as a com field, is undeveloped, and does not contain any structures.
As a result of the proposed construction and associated impervious surface, a stormwater
BMP is required to treat stormwater generated from the site to comply with State
stormwater management requirements. Use of stormwater BMP's are subject to the
suitability of site soils and regulatory approval. Regulatory guidance on requirements for
4permitting of stormwater BMP's are provided in the North Carolina Division of Water
foot,&' Resources— Stormwater BMP Manual (NCDENR-S W-BMP), dated July 2007 (Revised
1l 9N
S&ME, INC. / 3201 Spring Forest Road / Raleigh, NC 27616 / p 919.872.2260 1919.790.8909 / www.smeinc.com

Soil Evaluation for Stonnwater BMP SBME Project No. 1051-13-234B
Walman Store, Hwy 55, Grantsboro, North Carolina October 10, 2013
September, 2009). There is one wet detention basin area proposed as depicted on the
attached Stormwater Soil Evaluation Map (Figure 1).
FINDINGS
The soil evaluation was performed with hand auger borings at two locations (B-1 and B.
2) within the proposed wet detention basin area as shown on the attached Figure 1. Our
evaluation consisted of identifying and recording the soil morphological conditions at
these locations in order to develop soil profile descriptions, which are also shown on the
attached Figure 1.
Permeability/Hydraulic Conductivity Estimation
Under current North Carolina Division of Water Resources (NCDWR) requirements for
various stormwater devices, the in -situ soil permeability/conductivity is an important
design factor. Therefore, the soil profile descriptions on the attached Figure 1 show the
soil morphological conditions including texture, estimated United States Department of
Agriculture (USDA) permeability and estimated USDA hydraulic conductivity (Ksat) for
the different soil horizons found on -site.
In the area of Boring Location B-1 and B-2 within the proposed wet detention basin area,
the soil surface layer consisted of loam material which has an estimated USDA
permeability range of-0.6 to 2 inches/hour and USDA estimated Ksat range of 0.14 to 1.4
inches per hour. The underlying soil material consisted of clay and silty clay material
which has an estimated USDA permeability range of 0.06 to 0.2 inches/hour and USDA
estimated Ksat range of 0.014 to 0.14 inches per hour.
Please refer to the enclosed map and soil profile descriptions, for more information.
These estimates were obtained from one or more of the following: Pamlico County Soil
Survey "Physical & Chemical Properties of the Soil - Permeability'; and/or USDA-
NRCS (United States Department of Agriculture - Natural Resource Conservation
Service) official series description, and/or "NRCS Field Book for Describing & Sampling
Soils" the permeability estimates were converted to conductivity on the profile
description tables.
SHWT Estimation and OWT Measurement
Under current NCDWR regulations, the depth of various stormwater BMP devices from
the SHWT is an important design consideration. For example, current regulations for wet
detention basins require that the permanent pool elevation (PPE) shall be no more than
six inches above or below the SHWT in order to maintain a permanent pool of water and
to avoid doing a hydrogeologic analysis. Therefore, S&ME evaluated the SHWT by
advancing hand auger borings and evaluating the soil for evidence of SHWT influence.
This evaluation involved looking at the actual moisture content in the soil and observing
the matrix and mottle colors. Depending on the soil texture, the soil color will indicate

Soil Evaluation for Stormwater BMP S&ME Project No. 1051-13-234B
Walmart Store, Hwy 55, Grantsboro, North Carolina October 10, 2013
processes that are driven by SHWT fluctuations, such as iron reduction and oxidation and
organic matter staining. See Table 1 below and the soil profile descriptions on Figure 1
for the estimated SHWT depths based on soil color.
In addition, S&ME recorded the observed water table (OWT) level at each indicated hand
auger boring location if applicable. The OWT was measured as the static water level in
each of the temporary hand auger boring locations below existing ground level (EGL). It
should be noted that the static water level/OWT measured in the auger holes is a
measurement of the water table at that moment and does not represent an average water
level or the highest point at which the water table may rise to. Furthermore, it is expected
that groundwater elevations in the study area will likely be influenced by factors such as
precipitation and proximity to surface water discharge/recharge features.
See Table 1 below and the attached soil profile descriptions for the estimated SHWT
depths based on soil color and measured OWT depths.
Table 1: SHWT & OWT Information
L= b
SH,Ag5, s
IchebeowfEGL A
�mocatin�# h::e; zs p belojw%'E• G` L1y'
),.
B-1
<12
26
B-2
<12
24
CONCLUSION
The NCDENR-SW-BMP Manual requires that the permanent pool elevation (PPE) of a
wet detention basin shall be within +/- 6 inches of the SHWT or be maintained using a
liner with permeability below 0.01 inches per hour. The SHWT estimations at both
Boring Locations B-1 and B-2 is less than 12 inches below the existing ground surface
and therefore the PPE should be 6 to 12 inches below the existing ground surface at these
locations.
Also, current regulations for wet detention basins state that if a liner is required, it must
be constructed or compacted such that the infiltration rate is no more than 0.01 inches per
hour. Both Boring Location B-1 and B-2 had soil with estimated permeability/infiltration
rates that may be conducive for use as a clay liner, however additional laboratory or in -
situ testing would be required to confirm.
LIMITATIONS
Data only from hand auger borings, where performed, and conditions may vary in
other areas of the proposed stormwater BMP.

Soil Evaluation for Stormwater BMP S&ME Project No. 1051-13.234B
Walmart Store, Hwy 55, Grantsboro, North Carolina October 10, 2013
CLOSING
S&ME appreciates the opportunity to provide these services to you. If you have any
questions, please contact us.
Sincerely,
S&ME, Inc.
Walter Cole, L.S.S.
Rob Willcox, L.S.S
Environmental Scientist Natural Resources Team Leader
[phone]
[e-mail]
Attachments: Figure 1: Stormwater Soil Evaluation Map
S:tProjects11051-13-234B%Gmntsboro Walmart\SHWTIRePorMStomiwater Soil Evaluation.doc

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BOHLER
E N G I N E E R I N G
November 25, 2013
Via: FedEx
NCDENR-Express Permitting
943 Washington Square Mall
Washington, NC 27889
Attn: Mr. Scott Vinson
Re: Proposed Commercial Development
Express Permitting for Stormwater Permit and Land
Disturbance Permit
Oriental, Grantsboro, New Bern
BE 4NCC138117, 138114, 138113
Dear Mr. Vinson:
With regard to the above -referenced projects, we are providing signed applications as requested for your records. Please let
me know if you have any questions. Thanks.
Please confirm that you do not need any additional information for review. Should you have any questions or require
additional information, please contact me at [phone].
Sincerely,
enc.
cc: File
K)Gtmd
BOIILER ENGINEERING, INC.
KJle J. Crowe, P.E.
D E71h
NOV 2 7 2013
CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS

Vinson, Scott
From:
[e-mail]
Sent:
Wednesday, November 20, 2013 10:21 AM
To:
Vinson, Scott; Peed, Richard
Cc:
[e-mail]
Subject:
RE: Grantsboro Wal Mart -DENR, project #SW7131102
Guys,
I wanted to follow up with you on the outstanding items for New Bern and Grantsboro. You should have
received the Grantsboro plans yesterday and the New Bern plans will arrive today. I have also requested the signed
original documents again from Wal-Mart for both projects. It usually take a day or two to get these from them. Ideally
we will have them this week and I can get them to you on Monday. I will include the copy of the deed for Grantsboro
with that package. Please let me know if you are missing anything other than those items for those projects.
We are currently working on revising the Oriental project and have original signatures for those. We will get
those in ASAP to help facilitate the review. We appreciate all of your help on these projects.
Kyle Crowe, PE
Assistant Project Manager
BOHLER
E N G I N E E R I N G
Bohler Engineering
800 West Hill Street, Suite 101
Charlotte, NC 28208
Serving the East Coast
Office: 980-272-3400
Mobile: [phone]
Email: kcrowenbohleren-,.com
www.BohlerEnL,,ineering.com
Please consider the environment before printing this e-mail
Confidentiality Note: This e-mail, and any attachment to it, contains confidential information intended only for the use of the designated recipients, which
information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use,
review, dissemination, distribution, disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error, please notify the
sender via reply e-mail and immediately delete this e-mail from your system.
From: Vinson, Scott [mailto:[e-mail]]
Sent: Tuesday, November 19, 2013 10:26 AM
To: Kyle Crowe; Peed, Richard
Subject: RE: Grantsboro Wal Mart -DENR, project #SW7131102
Kyle,
Thanks. We will need a revised copy of the FRO, page 1, showing WalMart as the owner and copy of the new deed prior
to being able to issue either permit. An email of an .pdf of both will work. I'll also need the original signed copy of the
Stormwater Application and pond 0&M agreement as we discussed several weeks ago for both the Grantsboro
application and the New Bern WalMart application as soon as possible. We also never received full sized hard copies of
the revised plans for the New Bern project, just the .pdfs by email. Could you also send 4 copies of those plans as soon
as possible? Thanks,
Scott
SCOTT VINSON
LAND QUALITY SECTION
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES

NC DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
943 WASHINGTON SQUARE MALL
WASHINGTON. NC 27889
DIRECT:[phone]
OFFICE:[phone]
Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and fiom this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties unless the content is exempt by statute or other regulation.
From: kcrowe()bohlereng.com [mailto:kcrowe(a)bohlereng.com]
Sent: Tuesday, November 19, 2013 9:58 AM
To: Vinson, Scott; Peed, Richard
Subject: RE: Grantsboro Wal Mart -DENR, project #SW7131102
Scott,
I just got word that Wal-Mart actually purchased the property on Friday. So they are the owner of all property
that grading operation will occur on. Do you need anything else for me for that? If not, you will get the 4 hard copies of
the revised sheets today.
Kyle Crowe, PE
Assistant Project Manager
BOHLER
E N G I N E E R I N G
Bohler Engineering
800 West Hill Street, Suite 101
Charlotte, NC 28208
Serving the East Coast
Office: 980-272-3400
Mobile: [phone]
Email: kcrowe((5)bohlerene.com
www.BohlerEneineering.com
Please consider the environment before printing this e-mail
Confidentiality Note: This e-mail, and any attachment to it, contains confidential information intended only for the use of the designated recipients, which
information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use,
review, dissemination, distribution, disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error, please notify the
sender via reply e-mail and immediately delete this e-mail from your system.
From: Vinson, Scott [mailto:scott.vinson(a ncdenr.gov]
Sent: Monday, November 18, 2013 4:36 PM
To: Kyle Crowe; Peed, Richard
Subject: RE: Grantsboro Wal Mart -DENR, project #SW7131102
Kyle,
I finished the Grantsboro Stormwater review and all looks good, but like Richard, I will also need something from Mr.
Ireland giving permission to WalMart to work on his property and four hard copies of the revised plans (2 for Richard
and 2 for me).
I still have not received hard copies of the revised plans for the New Bern WalMart that I need to mark both "Approved"
for our file and to send to Mr. Michael Thomas with WalMart. If possible, could you please either bring them along to
tomorrow's meeting or send overnight mail as soon as possible?
Thanks,

Vinson, Scott
From:
Vinson, Scott
Sent:
Tuesday, November 19, 2013 10:26 AM
To:
'[e-mail]'; Peed, Richard
Subject:
RE: Grantsboro Wal Mart -DENR, project #SW7131102
Kyle,
Thanks. We will need a revised copy of the FRO, page 1, showing WalMart as the owner and copy of the new deed prior
to being able to issue either permit. An email of an .pdf of both will work. I'll also need the original signed copy of the
Stormwater Application and pond 0&M agreement as we discussed several weeks ago for both the Grantsboro
application and the New Bern WalMart application as soon as possible. We also never received full sized hard copies of
the revised plans for the New Bern project, just the .pdfs by email. Could you also send 4 copies of those plans as soon
as possible? Thanks,
Scott
SCOTT VINSON
LAND QUALITY SECTION
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
NC DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
943 WASHINGTON SQUARE MALL
WASHINGTON. NC 27889
DIRECT:[phone]
OFFIICE:[phone]
(
W Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties unless the content is exempt by statute or other regulation.
From: [e-mail] [mailto:[e-mail]]
Sent: Tuesday, November 19, 2013 9:58 AM
To: Vinson, Scott; Peed, Richard
Subject: RE: Grantsboro Wal Mart -DENR, project #SW7131102
Scott,
I just got word that Wal-Mart actually purchased the property on Friday. So they are the owner of all property
that grading operation will occur on. Do you need anything else for me for that? If not, you will get the 4 hard copies of
the revised sheets today.
Kyle Crowe, PE
Assistant Project Manager
BOHLER
F N C I N E E. R d N C
Bohler Engineering
800 West Hill Street, Suite 101
Charlotte, NC 28208
Serving the East Coast
Office: 980-272-3400
Mobile: [phone]
Email: kcrowe(a),bohlereng.com
www.Bohlei-Eneiiieeriiiv,.com

Please consider the environment before printing this e-mail
Confidentiality Note: This e-mail, and any attachment to it, contains confidential information intended only for the use of the designated recipients, which
information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use,
review, dissemination, distribution, disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error, please notify the
sender via reply e-mail and immediately delete this e-mail from your system.
From: Vinson, Scott [mailto:scott.vinson(cbncdenr.govl
Sent: Monday, November 18, 2013 4:36 PM
To: Kyle Crowe; Peed, Richard
Subject: RE: Grantsboro Wal Mart -DENR, project #SW7131102
Kyle,
I finished the Grantsboro Stormwater review and all looks good, but like Richard, I will also need something from Mr.
Ireland giving permission to WalMart to work on his property and four hard copies of the revised plans (2 for Richard
and 2 for me).
I still have not received hard copies of the revised plans for the New Bern WalMart that I need to mark both "Approved"
for our file and to send to Mr. Michael Thomas with WalMart. If possible, could you please either bring them along to
tomorrow's meeting or send overnight mail as soon as possible?
Thanks,
SCOTT VINSON
LAND QUALITY SECTION
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
NC DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
DIRECT:[phone]
OFFIICE:[phone]
(
42r-' Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties unless the content is exempt by statute or other regulation.
From: kcroweColbohlereno.com [mailto:[e-mail]]
Sent: Monday, November 18, 2013 10:27 AM
To: Peed, Richard
Cc: Vinson, Scott
Subject: FW: Grantsboro-DENR
Richard,
Attached are the revised erosion control plans. I will put the hard copies in FeclEx today.
Kyle Crowe, PE
Assistant Project Manager
BOHLER
Bohler Engineering
800 West Hill Street, Suite 101
Charlotte, NC 28208
Serving the East Coast
Office: 980-272-3400
Mobile: [phone]

Vinson, Scott
From:
Vinson, Scott
Sent:
Monday, November 18, 2013 4:36 PM
To:
'[e-mail]'; Peed, Richard
Subject:
RE: Grantsboro Wal Mart -DENR, project #SW7131102
Kyle,
I finished the Grantsboro Stormwater review and all looks good, but like Richard, I will also need something from Mr.
Ireland giving permission to WalMart to work on his property and four hard copies of the revised plans (2 for Richard
and 2 for me).
I still have not received hard copies of the revised plans for the New Bern WalMart that I need to mark both "Approved"
for our file and to send to Mr. Michael Thomas with WalMart. If possible, could you please either bring them along to
tomorrow's meeting or send overnight mail as soon as possible?
Thanks,
SCOTt- VINSON
LAND QUALITY SECTION
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
INC DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
DIRECT:[phone]
(OF�FICE(252) 946-6481
`` ) Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties unless the content is exempt by statute or other regulation.
From: kcrowe(olbohlereng.com (mailto:kcrowe(cbbohlereng.com]
Sent: Monday, November 18, 2013 10:27 AM
To: Peed, Richard
Cc: Vinson, Scott
Subject: FW: Grantsboro-DENR
Richard,
Attached are the revised erosion control plans. I will put the hard copies in Fed Ex today.
Kyle Crowe, PE
Assistant Project Manager
BOHLER
r N G t N'r r R t N G
Bohler Engineering
800 West Hill Street, Suite 101
Charlotte, NC 28208
Serving the East Coast
Office: 980-272-3400
Mobile: [phone]
Email kcrowe o bohleren .corn
www.13oh IerEn gineerins.corn
Please consider the environment before printing this e-mail

Confidentiality Note: This e-mail, and any attachment to it, contains confidential information intended only for the use of the designated recipients, which
information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use,
review, dissemination, distribution, disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error, please notify the
sender via reply e-mail and immediately delete this e-mail from your system.
2

Vinson, Scott
From: [e-mail]
Sent: Thursday, November 14, 2013 3:46 PM
To: Peed, Richard
Cc: Vinson, Scott
Subject: Grantsboro Revised Plans
Attachments: 06- SWPP 2.pdf; 25- Details.pdf; 05- SWPP 1.pdf
Richard,
Attached are the revised plans per your request. Please see response below concerning your comments.
Please let me know if you need anything further.
1. By statute, no plan can be approved in which land disturbance is shown on land owned by a party other than the
responsible party without authorization. Provide a notarized letter of authorization for the work shown on the property not
owned by the responsible party.
Response: A temporary easement is to be in place to allow this grading operation. We will provide ASAP with a copy of
the letter allowing the operation.
2. According to the submitted plans the limits of disturbance is equal to the property lines. If that is the case, additional
measures will be required along the property lines and outfall ditches. Pleases have this addressed.
Response: Project complies. The plans have been revised to show silt fence offset one foot from the property lines
which results in the limits of disturbance not terminating at the property line.
3. Will additional stabilization methods me utilized to stabilize the emergency spillway?
Response: Project complies. In the temporary condition, the sediment basin emergency spillway is to be lined with
North American Green S150lining as noted on the Phase 1 Erosion and Sedimentation Control Plan. In the permanent
condition, the emergency spillway is to be lined with North American Green SC250 lining. Calculations are provided
within the Erosion & Sediment Pollution Control Calculations and Stormwater Management Report.
4. A typical cross-section or construction drawing for the following must be provided:
The drawings that were provided did not include a detail for the proposed retaining wall. Please provide a detail for
the wall.
Response: Project complies. All proposed retaining walls have been eliminated within the site design and therefore
no details have been provided.
b. Provide a cross-section through the stormwater basin that goes from the project side through the rear property line.
Response: Project complies. A cross-section through the stormwater basin that goes from the project side through
the rear property line has been provided on detail sheet D-4.
Kyle Crowe, PE
Assistant Project Manager
BOHLER
r N G f N r r R t ,N G
Bohler Engineering
800 West Hill Street, Suite 101
Charlotte, NC 28208

Serving the East Coast
Office: 980-272-3400
Mobile: [phone]
Email: kcrowe@bohlerenzkom
www. BohlerEnsiiieerin�,,.com
Please consider the environment before printing this e-mail
Confidentiality Note: This e-mail, and any attachment to it, contains confidential information intended only for the use of the designated recipients, which
information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use,
review, dissemination, distribution, disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error, please notify the
sender via reply e-mail and immediately delete this e-mail from your system.

Vinson, Scott
From:
Vinson, Scott
Sent:
Thursday, October 24, 2013 10:39 AM
To:
'[e-mail]'; Peed, Richard
Subject:
RE: New Bern Wal-Mart Project
Kyle,
We are going to go through the attached documents later today and tomorrow, but we noticed there were no additional
cross section details through the pond nor cross sectional details of the collection swales. Could you please provide
these as well? If we have any additional questions while finishing the reviews we'll let you know. Thanks,
Scott
Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
From: kcrowe(d)bohlereng.com [mailto:[e-mail]]
Sent: Wednesday, October 23, 2013 4:55 PM
To: Peed, Richard; Vinson, Scott
Subject: New Bern Wal-Mart Project
Richard and Scott,
Attached are the updated plans per your initial comments. Please let me know if you need anything further to
continue your review.
Kyle Crowe, PE
Assistant Project Manager
BOH LER
E N G I N E E R I N G
Bohler Engineering
800 West Hill Street, Suite 101
Charlotte, NC 28208
Serving the East Coast
Office: 980-272-3400
Mobile: [phone]
Email: kcrowe a bohlerene.com
www.BohlerEneineerine.com
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BOH LER
E N G I N E E R I N G
October 8, 2013
Via: Fed Ex
NCDENR-Express Permitting
943 Washington Square Mall
Washington, NC 27889
Attn: Mr. Scott Vinson
800 West Hill Street, Suite 101
Charlotte, NC 28208
PHONE [phone]
FAX [phone]
Re: Proposed Commercial Development
Express Permitting for Stormwater Permit and Land
Disturbance Permit
Highway 55
Grantsboro, NC
Pamlico County
BE #NCC 138114
Dear Mr. Vinson:
With regard to the above -referenced project, we are requesting a permit for Stormwater and land disturbance through your
express permitting option. We have attached the necessary documents, plans, report and fees.
Attached for your use are:
• Four (4) copies each of civil plans, stormwater report, and erosion control narrative.
• One (1) copy each of Stormwater Application, Financial Responsibility Fonn, and Express Application
• One (1) check for $4,000
• One (1) check for $975
Please confirm that you do not need any additional information for review. Should you have any questions or require
additional information, please contact me at [phone].
Sincerely,
enc.
cc: File
KJdimd
6013I,ER ENGINEERING, INC.
/////(/
Kyle J. Crowe, P.E.
OTHER OFFICE LOCATIONS
• Southborough, MA • Albany, NY • Ronkonkoma, NY • Warren, NJ • Center Valley, PA • Chalfont, PA • Philadelphia, PA
508.480.9900 518.4 38.9 900 631.738.1200 908.668.8300 610.709.9971 215.996.9100 2 67.40 2.3400
• Towson, MD • Bowie, MD • Sterling, VA • Warrenton, VA • Fort Lauderdale, FL • Tampa, FL
410.821.7900 301.809.4500 703.709.9500 540.349.4500 954.202.7000 813.379.4100
CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS
www.BohierEngineering.com

D%VQ USE ONLY
' Date IieCelyCd
Fee Paid
Permit Numbrr
/
G -S— /
zoo Jp)-.cSG
Applicable Rules:
❑ Coastal SW -'1995 ❑ Coastal SW - 2008 ❑ I'll II - Post Construction
(selcel llll 16n1 apply)
EI Non -Coastal SI\'- I-IQt1r/01:4Y Waters CI Universal Storm water iManagenxatt flan
0 Other 1vQ Ni•mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality Fv , t-"`
E ,, ra,
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
77lis firrrn weep be photocopied )ia' list, fia fill original NOV — 5 2013
GI,NI?RAI, INFORMATION
1. Project Name (subdivision, facility, of eslaIII ishnu-nl name - should beconsistenl with prdjstrltitagie; prl aj�j t 'i.,•
specifications, letters, operation and maintenance agreements, etc.):
Pro Poeed Wal-\4arl Slurp 4 7238
2. Location of Project (street address):
NC Highway 55
City:Granlsboro Count -:Pamlico %ip:28529
3. Directions to project (from nearest major intersection):
2,175 fl oast of the NC 306 Lhyy and NC 55 Plvv intersection
4. I AItitUdv 35° 8' 32.7" N Longitude:76 50' 7.1" 4V of the main entrance to the project.
H. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ONew ❑tlodificalion ❑ Renewal w/ i1modificationt
l Rence als roilb nmdilirafinus ❑tar rrquins SI VU-IO2 - Rearmed Appliralion pin m
11.11'this application is being submitted as lilt' result of a modification to an CNisling permit, list the aXislillg
permit number , its issue dale (if known) , and the status of
COJIMIUCllUn: ❑Not Started ❑Partially Completety ❑ Coml,leled' 'provide it desipler's cerlirrnlion
2. Specify the type of project (check one):
❑Low Density ZI ligh Density ❑Drains to an Offsite Sormwaler System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from D1'VQ
requesting a stale stormwater management permit application, list the stormwater project number, if
assigned, and the previous name' of the project, if differenl Than currently
proposed,
4.a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contictinl; the Customer Service Center at 1-877-623-6748):
❑CAiNIA rIMajor
❑NIT)EL" Industrial Slormwale•r
❑4' Sadimentalion/lirosion Control; 15 ac of Disturbed Area
❑404/401 Permit: hoposed Impacts
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue dale and the type of each permit:
5. Is the project located within 5 miles of a public airport? Z No ❑1'es
I)"ycs. see S.L. 2012-200• Part N: Lit lylportal.nctienr.orckvebhvgla's/suhl destelrulc< law
Perm SVVU-101 Version 06A ,201'- Paue I of 6

1,11. CONTACT INFORMATION
1.a. Print Applicant / Signing Official's name and title (speciIicalir the developer, properIN. owner, lessee,
designated government official, individual, etc. who owns the pIt iecl):
Applicant/Orgsni'ration:l\'al-�\dart Stores Bast, LP
Signing Official & TilleAlichael Thomas, Director of I'rolect Desinn and Management
b.Contact information for person listed in item le above:
Sheet Address:2.001 S1- 101"Strect
City:13enlonville State:AR %ip:72716
Mailing Address Ql'applicable):
GIN,:
Iv:
Phone: 079 ) 20.1-2186
FIna i1:Michad.ThomasI rt war-marl.com
State: Zip:
Pas: (479 1 273-8380
Please check the appropriate box. The applicant listed above is:
❑The properly owner (Skip to Conrad Information, item 3a)
Lessee' (Attach a copy of the lease agreement and complete Contact Information, item 2a and 211 below)
0 Purchaser' (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
21) below)
Developer" (Complete Contact Information, item 2a and 26 below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. ('Phis is the
person who owns lilt. properly that the project is located on):
I'ropt.rh' Owner/Organs%afuma,mwuod Irt.land
Signing Official &-'Title:
b.Conlect information for person listed in item 2a above:
Street Address:4201 Old Cherry Point Road
Cily:Nerr Bern Stale:NC %ip:28560
\flailing Address (i/upplicabh
City:
Plume: ( )
Email:
State: Zip:
Fat. 1 )
3. a. (Optional) Print the name and title of another contact Such as the projecl's construction supervisor or other
person who can answt.r questions about the project:
OtherCrmtacl Pelson/Organization:
Signing Official & Tillc
b.Contacl information tin' person listed in item 3a above'
\Mailing r\ddreSs:
City:
Phone:
Pax:
4. Local jurisdiction for building permits: "Town of Grantsboro
Point of ConlactTal Prescott Phone #: (252 ) 745-6511
Form SWU-101 Version O6Aug2012 Page 2 of6

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kepIII l mIIit IIII l aununII nj r.risIIng BIIA IIII tt will rcnnrfn alto do hgnucnt. I)o urrl report aaq caisting I?LIA Ilit d
is to be reunna•d mitt aIII icla will be replared In! nem RUA.
I I. 11(t+v +vas the off -site intPervious area listed above deterl»iietl? PrOylde ducun?enla tion. N/r\
P ruiects in Union Cu It Inv: C•unlucl UI rU Central U%lice sta!lirr check il'the project is /armed within a Threakned &
l{ndan,terrd.Sj?ecit.r m'atrrs%hed Phut tear he sidiect Pn wurr su•in,>;eru eun•nnrutcr rcyairewent.e as per I A NC•IC 0.; 8.0000.
V. SUPPLEMENT AND O&M FORMS
The applicable Slate Storn?waler mana};emamt permit supplement and operation and maintenance (O&M) forms
must be Still m?itled lilt' inch SNIP specified for this project. 'I•he IalesI vcisit) its of the Iorms can be do%vnIoaded
fromhlt?�[1!?artnl.ucdrnr.(trg ++'ch/ay/++S/wlbmp•mmucnl.
V1. SU13M1.1"I'AL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the iten?s listed below. A detailed application instruction sheet and 13NIP
checklists are available from htlh[f!?ortal.ncdenr.or arch +vq/++"/Su151ales++/forms does. The complete
application package should be submitted to the appropriate DWQ Office. ('I'll(! appropriate office may be
found by locating project on the interactive online map al h�tjpurlal.ncdenr.nrg/wrh/wy/++s1su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be Signed and initialed in blue ink. Download the latest versions
for each submitted application package from hill pnrlal.ncdenr.un!III wi.b/wq/wS/S»/slateSw/ft?rms does.
h?' ials
I. Original and erns copy/ (tf the Siormwaler Nlanagenu:nt Pern?it Application Form.
2. Original and one copy of the signed and notarised Deed Restrictions &- Pr(tteCEVC Covenants
Form. (i(regaired its per purl vll hrlou0
3. Original of the applicable Supplement I70rn?(s) (scaled, Si}'ned and dated) and O&NI
agrecmenl(s) for each IiNIP.
4. Permit application processing fee of $505 palpable to NCI)ENR. (For an Express review, refer to
hilt'://+v+aw.cnvhclp.or;;/j?agus/oneSloprs?ress.hIn?I for information on the I Spress program
and the associated fees. Contact the appropriate regional office Express Pern?il Coordinator for
additional information and to Schedule the required application n?veting.)
5. A detailed narrative ((tile to two pages) describing the slorn?waler treatment/nnungcnumlfor
the project. This is required in addition to the brief sun»nary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class tic\ or the
receiving stream drains to class SA walena within h mile of the site boundary, include the 1/2
n?ile radius on tile, map.
7. Sealed, signed and dated calculations (one copy).
F. Two sets of plans folded to 8.5" S Id" (sealed, signed, &dated), including:
a. Developn?ent/Project name.
b. Engineer and firm.
C. Location mall With named streets and NCSR numbers.
d. Legend.
c. North arrow.
L Scale.
g. Revision lilt ntberand dates.
It. Identify all surface waters on the plans by delineating the not n?al pool elevation of
impounded structures, the banks of streanns and rivers, the MI RV ur NI IW line of tidal
waters, and any coastal wetlands landward of the NIFRY or NJ RV lines.
• Delineate the vegetated buffer landward from the normal pool elevation (If impounded
structures, the banks of Streams or rivers, and the M W (or NI'I%V) of tidal waters.
i. Dimensioned property/project boundary ++•lilt hearings & distances.
j. Site Layout with all 13UA identified and dimensioned.
k. I-Nisting contours, proposed contours, Spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and storn?+vater control measures.
m?. Wet lill (IS delineated, (tr it note on the plans that nuns e.CiSt. (IMIISt he drlincafed by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
Form Skoklj-101 Version 06r\ue2012 Pmuc-1 of 6

A copy of the most CUri'Cot property deed. Deed book: 138 ]age No: 297
For corporations and limited liability corporations (L I.C): Provide dOCnnlLntilt0❑ from the NC
Secretary of Slate or other official dOCU011'ntat011, WhiCh Slrpports the ttILS and pOSItOnS [let([
by the persons listed in Contact Information, item la, 2a, and/or 3a per I5A NCAC 21-1.1003(c).
The corporation or LLC must be listed as an active corporation in good Standing with the NC
Secretary of Slate, otherwise the application will be returned.
help:/ /t�•twtwsecrcl:uvslale.ncus/COrporalions/CScarch.asp�
V11. DEED RESTRICTIONS AND PRO'I'1--01V1?COVENANTS
rm I:\istillg (Ir'alnilge (including off -site), drainage easements, pi lie Sizes, rulit) f f caIculatioIS.
o. I Irainage areas delineated (include(l in the main set of plans, not as a separate document).
p. VLgctaled botfut:S (%wher(! required).
Copy of any applicable Soils report With the associated SI IW'I' elevations (['least- identify
elevations in addition to depths) IS Well as a neap of the boring locations with the ecistirli;
elevations and boring logs. Include on 8.5'sll" copy ofthe NRCS Coil nly Soils nrtp with the
project area clearly delineated. For projects with infiltration It.NIPS, the report should also
include the soil type, expected infiltration rate, and till' method Of determining the infiltration rate.
(Infiltration Devices Submitted to INTRO: Si hedmlc a site, aisit Jirr Dl•VQ to verify tie- Sf ll•Vl' prior
lit Submittal, [phone].) y`,C
For all Subdivisions, oulparcels, and futm'e development, the appropriate properly restrictions and protective
covenants arc required to be recorded prior to the Sale Of ant- lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each Iol number, lot size, and the allowable built -upon arm most he provided
as an attachment to file completed and notarized steed restriction form. The appropriate deed restrictions and
protective covenants forms call be downloaded front
hltt1LportaLnclet r,or wV111 tvc(/te.fSu/Slaleav/forms doors. Download the latest versions for each submittal.
In the instances where the applicant is different than the properly owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form While the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the websile, that the covenants Will be binding on all parties and persons claiming
tinder them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence front the NC DWQ, and that they will be recorded prior to the sale of any lot.
Vlll. CONSUIJANT INFORMATION AND AUTHORIZATION
Applicant: GnnplLte this Section it you wish to designalL authoriIV to another individual and/or firm (Such as a
consulting Lngincer and/or firm) So that they /nay provide information on your behalf fill- this project (Such as
addressing requests for additional infornlalion).
Consulting Hngineer:hyle I Cl-cove, I'I
Consulting Firm: Bolder lingineering
Mailing Address:500 West Bill Street
City:Charlote State:NC %ip282118
Phone: (980 ) 272-3400
Email:kcioweD, bohlerenv.com
Fax: (980 ) 272-3:101
IS. PROPERTY OWNER AUTHORIZATION (if Conlacl /n/irrmation, ilea 2 has been filled tell/, coulptelr this
St'i tlerli)
I, (print or hype mare e f person listed in Contact lmlor million, item 2a) Lhavood Ireland certify that I
own the properly identified in this permit application, anti thus give permission to (print or hype maws of lrerSoa
listed in Contact Information, ilem la) Michael'1'homas with (priml or tgpc aaarr listed in
Contact lajirrmration, itrur 111) I•Val-Marl Storrs fast , I_ to develop the project as currently proposed. A cop), of
the lease agreement Or pending property sales contract has been provided with the Submittal, which indicates the
party responsible for the operation and maintenance of the Slurnlwater system.
Form SVVU-101 Version 06Aug2012 Pace 5 of G

i\s'thtr Icgal property Owner I acknowledge, underssland, and al;ree by my sil;na lu re belOw, that if my designated
agent (en lily listed in Contact Information, item l) IfiSSOIV0S their Corti pany and/or ISO r defaultSO n their
lease agreement, or pendinl; Salo, responsibility for compliance with the 1)WQ Stormwalei permit reverts back to
me, life property owner. As the property owner, it is nry responsibility to notify DWQ immediately and Submil a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a Sim mwater treatment
facility without a valid permit. I understand that the operation of it stormwaler treatment facility without it valid
permil is a violation of NC General Statue 1.43-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Da
do hereby cerlifv that
before me this day of
-
a Notary Public for the Slate of Count' of
personally appeared
, and acknowledge the due e\ecufion of the application for
a shtrnnwaler permit. Witness my hand and official seal,
SEA I.
Nly commission ex
X. APPLICANT'S CERTIFICATION
1, (print eP t ypc name nl persmr listed for Contact In/in oudion, item 7u) Michael 77winus
certify that the information included on this permil application form is, to the hest of my knowledge, coned mid
that the project will be constructed in ConfOrmanCO with the aPPrOvcd plans, [hat file required deed restrictions
and prulective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under -I5A NCAC 21-1 .1000 and any Other applicable state stormwatCr requirements.
Signature: �h�tn���^'
a Notary Public fur the elate of
p��__J_� �Y_k_at7IG1S , cotrnyy nr
_JK LLl-UYi , cTi hereby certify that _Wrbaiii �imgs _personally appeared
before nx• this av of OdK ber , -013, and acknowledge file d • '\eculion of the application for
a Slot III tyalcr permil 11'it11eSs my hand and official seal,
L
ANA TEAGUE
TARYPUBLIC
n County, Arkansas
ission Exppires 5/2912016
sion Number 12347908
SEAL.
Nly commission expires
Form SWO• Ill 1 Version 06Ate 2012 Paee 6 oT6

Permit Ntlmher:_Sp ?I? If �)Z.
(h) be provided hr b1PU)
Drainaee Areal Number: I .
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this I3,NIP. This maintenance record will be kept in a
lot; in a known set location. Any deficient 13NIP elements noted in the inspection will he
corrected, repaired or replaced iminediately. These deficiencies can affect the integrity
Of structures, safety Of the public, and the removal efficiency of the Bl\•Ip.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays 111d the vegetated filter if One is provided.
This system (check one):
❑ does ❑X does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does X does not incorporate pretreatment other than a forebay.
Important maintenance procedures
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of lho basin should be watemd twice weekly if
needed, until the plants become established (conullonly six weeks).
- No portion of the wel detention pond should be fertilize) after the first initial
fertilization that is required to establish the plants On the vegetated shelf.
- StablC groundcover should be maintained in the drainage area to reduce the
sediment load to the beet detention basin.
- If the basin nulst be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be nlininlized to the
nlaxilnunl extent practical.
- Once a year, a danl safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
Ile repaired immediately.
BNIP element:
Potential problem:
Flow I will renlediate the roblem:
The entire 13N1P
'Trash/debris is piesent.
Remove the trash/debris.
The perimeter of the wet
Ateas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and hater until it is
eetablisllod. PI'ovide llllle and a
olle-tillle tel'tlliZel' application.
Vegetallon Is too short or too
1Alaintain Vegetation at a height of
I
long.
approximately Six inclles.
Form S\V401-\Vet Detention Basin O&M-Rev.4 Paee I of d

Permit Number: _
tlo be pruwided hr 011'Q)
Draina_e Area Number:
13MI, element:
Potential roblem:
liov I will renlediale the problem:
The inlet device: pipe or
Shale
The Pipe is Clogged.
Unclog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the Swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sedinlenl and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
E rOSio n has OCCUI rell.
Provide additional crosion
Ill otection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Renuwc the weeds, preferably by
hand. If pesticide IS Used, wllpe It oil
the plants rather than spravin g.
The vegetated shelf
Best professional practices
1'rune according to best professional
show that pruning is needed
practices
to maintain optimal plant
heallh.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
I'eplace plants. Provide a one -Mlle
lertllizer application to establish the
ground covet' Il a soil lost indicates
it IS Ilecessa Irv.
,deeds are present.
RCI11UV0 the wcCliS, III Cl'ably by
llandif pesticide IS used, Wipe It on
T'he main treatment area
Sediment has accumulated to
file fliants rather Ilan spl'a\'l ll'.
Search for the source of the
a dcPth greater than the
sediment and remedy the Problem if
original design sediment
possible. Remove the sediment and
Storage depth.
dispose Of it in a (ovation where it
Will not Cause impacts to streams or
the EMU'.
Algal growth covers over
Consult a professional to remove
50°6 of the area.
and control the al gal rovth.
Cattails, phragmites or other
invasive plants cover 50',% of
Remove the plants by wiping them
with pesticide (do not Stray).
the basin surface.
Form SW401-Bret Delention Basin O&M-ReN,A Paee 2 of d

Permit \'umber:
— (a be In."vided hr 011'0)
Drainaec Arca Number:
13NIP clement:
Potential problem:
Ilow I will remediate the problem:
The embankment
Shrubs have stalled to grow
Kemove shrubs inuncdiatcly.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
buaVVI" -ICtiVitV IS pICSL!Ilt.
COoSlllt a prOfesslnllal to r0IoOVC
beavers.
A h'ee has started to grow on
Consult a dam safely, specialist to
the embankment.
remove the free.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable
The ordlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occol-red at the
Water Quality Kegional Office, Ill'
Millet.
the401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation Shall be Such
that it will give an accurate depth reading and not readily, penetrate into
accumulated Sediments.
When the permanent pool depth reads 9.00 feet in the main pond, the
Sediment shall be removed.
(q. o dey)
When the permanent pool depth reads 9.00 feet in the foreba.v, the sediment
shall be removed.
Sediment Removal
Boaom Eleval
10_00
-----------------
FORFBAY
BASIN DIAGRAINI
(fill in the hlunksl
4t \•tin.
Sedintcnl
Sloraee
Permanent Pool Elevation 14.00
Pool
\ Sediment Removal I Icvation 10.011— Voltnne
Bottom Flevatioll
MAIN POND
Form SW401-(Vet Detention Basin O N-Rev.4 Pa_e : of 4

Permit Nun,her:
(to he provided /iv I'mig)
I acknoMedue and aerce by my siunaturc helow that I am responsible Ior the
perlhrnumce of the maintenance pawedums listed ahoye. I agree to notify MVQ oramy
problems with the system or prior to any changes to the system or responsible party.
Prnirer nam eTruposed Wal-Mart Store 9 7238
BA41' thwina!,,e area number: I
Print name:iMichael Thomas
Title:Directon 01'111.0icct Design and \gang Cmcnt
Address:2U0l SE IUa' Sweet. Bwunyillc. Alt 72716
Phone:[phone]
Signature:
Date: lO-ON - 13
Note: The legally respunsible Mwy should na be a homeowners association unless more than 50".b of
the IotS have peen sold and a resident of the subdivision has been named the president.
I. —✓L AIJx� it Notary PubliC fiW the State ah
�k-aDSAS U . County of ' }pp do hereby certify that
_ — L-Ci1G�I_�[�]L�Y)1f�LS personally appeared heforc nee this L th
day <,r_QCt lea r • aQ13_. and acknowledge the due CxeCution ohthC
littgoing wet delentiosin maintenance requiruncnls. Witness ma hand and ollicial
FTEAGUE
�1—
DANAOTARY PUBLIC
o
on Ccunty. Arkansas
mmission Expaes 5/2912016
Mniss,unNumbern234 906
SEAL
My commission expires o1.Q o201 &P
Poem SM01-Wet Detemion Basin page 4 or

MH01
Rim-17.73
IN02
Invert-9.12
IN01
Invert-10.12
EW01—Invert-9.14
051
Rim-15.33
EW02 Invert-13.69
3" ORIFICE —Elevation 14.02
—EW02
Invert-13.59
GRAPHIC SCALE
0' 40' 80,
(IN FEET)
1 INCH = 40 FT.
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CT CE21113-112
DATEPROJ
narr:: osi3anola
301
TOWN OF GRAN"fSQORO
PAMLICO COUNTY, N.C.
DESIGN RY:
DRAWN BY : J. PUTREI.1,
CAROLINA
ENGINEFRS, P.A.
CHECKED BY:
nrPRoS EDEr:
'
STORM DRAINAGE
PONDASBUILT
SCALIi. P=4F
ENGINEERING LICENSE
CER1'1FICA9'Ii NO.G0205
'1EL:(252)-633-242s
$IlEE3' OF I
00
NO.
DESCRIWI'ION
DATE
API'.
REVISIONS
P0.BOX1595
NEW KERN, N.C. VAX'.(252)-634.9718
W W W.cm'01iaacneineers c0111

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Grantaboro Walmart Site
S&ME Project No.1064-13.2348
Boring 1
A 018 10YR 2/i loan "Ok O1 '® Made
06,
Big 1&38. 10YR 42 clay mes" %"Y An
exlareem
0.06 - I
Seasonal High Water Table from as Ming ground surface: 02
[=has
(< /.0 foot)
Observed Water Table from ex being ground surface: 26
Inches
(2.1 %et )
Grentsboro Walmart Site
S&NE Project No. 106443.234B
Boring 2
Depth
or
Moba
USDA Sdh"*Wd USDABWWAbil.
Norizo
n
blx plichil
exlute Drift Structure Consistency
Notes
Pamsee linii On" Corxbeavly 0nAa1
A
016
1CYR 2/1
ban weak subeng" Mable
90%cooled
pock
I
N41n organic&
0.0-2 0.14-14
Big
1&36.
10Y Sti 7.5VR B.eO
cloy massive .ery Ann
want
0.06-0.2 0.014-0.14
Seasonal High Weter Table from oxIadng ground surface: <12 Inthos 1016foot
!
Observed Water Table from existing ground surface: 24 Inches (2.0 %et )
LEGEND
B-# APPROXIMATE SOIL AUGER BORING LOCATION
Q WITH ASSOCIATED PROFILE DESCRIPTION ABOVE
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0
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FIGURE NO.
1
THIS MAP IS ONLY A PORTION OF A REPORT FOR THE NAMED PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT
- BACKGROUND AUTOCAD MAP FROM FILE SUPPLIED BY BOHLER ENGINEERING NAMED GRANT SBORO ORADING.DWG