20180372 Ver 2_More Info Received_20191125

Homewood, Sue
From:Genevieve Versteeg <[e-mail]>
Sent:Monday, November 25, 2019 3:00 PM
To:Homewood, Sue
Cc:Will Larsen
Subject:RE: \[External\] Kingsboro Industrial Park PCN Permit Modification
Attachments:180108_Authorizing Agreement.pdf; BA 10-2013_Buffer Auth Form.pdf; 191125
_Kinsboro Water-Sewer Ext_CO3_plans.pdf
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Hello Ms. Homewood.

The signed agent authorization form and updated plan sheets are attached.
Here is a response to your comments.

1. Please provide an agent authorization form showing that the Wooten Company has been given authority by
Edgecombe W&SD to apply for this application.
During the original submission of the PCN Edgecombe County authorized The Wooten Company to act
as an agent with authorization to submit and respond on their behalf. Attached is an executed copy
from 1.8.2018.
2. Under Avoidance and Minimization you state: “By aligning the main as proposed, Zone 2 around the pond will
be maintained and preserved for future development”. That doesn’t really make sense to me. Are you
proposing that there may be future development within Zone 2? Or are you saying that by placing the utility line
in Zone 2 allows for more future development because the utility line wouldn’t take up space outside of the
buffer? Either scenario would be of concern to the Division. Development would not be allowed in Zone 2 and
maximizing future development of uplands is not a sufficient reason to impact the buffer. Please provide an
updated avoidance and minimization that explains why the utility line cannot be located outside of Zone
2. Please note that the current herbaceous state of Zone 2 is not sufficient justification for location of a utility
line within that area.
Attached is the updated plan sheets. We have now relocated most of the extension outside of Zone
2. There is now only 1,719 SF of impact as the result of this extension. This impact is along Midlakes
Lane which is, as shown on the plan sheets, a roadway running in between two lakes: south (current
alignment) and north. Therefore, if we were to relocate the utility out of Zone 2 of the southern lake,
the only other place it could feasibly be located is in the Zone 2 of the northern lake. Thus, it’s not
feasible to avoid the 1,719 SF of impact to Zone 2. To reflect this change, the Buffer Authorization Form
has also been updated and is attached.
3. Can you please provide a map or plan sheet that shows the entire additional line in clear relation to the property
and all nearby buffers. The NRCS map shows that the waterline will be parallel to a stream, however at that
scale I am unable to tell how close the line is to the buffer and where it will terminate. What I’m trying to
document is that the alignment of the proposed line does not look like it will result in more impacts in the
future.
Plan sheets have been included herein to show the location and alignment of the proposed water
main. As shown, the line encroaches into the buffer area on the south of the pond on sheet CO.3.1;
however, the line as proposed will stay on the eastern side of the already constructed NCDOT right-of-
1

way (see sheet CO.3.2) and will stay away from any environmental impacts west of the roadway. As
such, the proposed alignment of the waterline will be approximately 100 feet away from the top of bank
of the unnamed tributary.

Let me know if you need anything else.

Regards,

Genevieve B. Versteeg, E.I.
Assistant to Project Engineer
The Wooten Company
th
301 West 14 Street
Greenville, NC 27834
252.757.1096
Fax [phone]
www.thewootencompany.com

From: Homewood, Sue \[mailto:[e-mail]\]
Sent: Tuesday, November 19, 2019 10:24 AM
To: Will Larsen
Cc: Genevieve Versteeg
Subject: RE: \[External\] Kingsboro Industrial Park PCN Permit Modification

Ok, I will place the application on hold until I received the updated impact maps and tables.

Thanks,

Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality

336 776 9693 office
336 813 1863 mobile
[e-mail]

450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

From: Will Larsen <[e-mail]>
Sent: Tuesday, November 19, 2019 10:14 AM
To: Homewood, Sue <[e-mail]>
Cc: Genevieve Versteeg <[e-mail]>
Subject: RE: \[External\] Kingsboro Industrial Park PCN Permit Modification
2

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Sue,

Thank you for this information as this has not been available to us until now. We are adjusting the
alignment of a portion of the waterline around the pond. The alignment between the ponds will remain
unchanged due to a narrow corridor, however most of the Zone 2 impacts will be removed in the
forthcoming iteration of the plans.

We will forward this and the updated tables of impacts once they are available.

Regards,

William A. Larsen, PE
Project Engineer
The Wooten Company
th
301 West 14 Street
Greenville, NC 27834
252.757.1096
Fax [phone]
www.thewootencompany.com

From: Homewood, Sue \[mailto:[e-mail]\]
Sent: Monday, November 18, 2019 10:54 AM
To: Will Larsen
Cc: Genevieve Versteeg
Subject: RE: \[External\] Kingsboro Industrial Park PCN Permit Modification

Will,

I appreciate your information, but unfortunately the buffer rules are not implemented in accordance with the USACE
Jurisdictional determinations. Features are determined to be subject to the buffer rules, or not, based on the language
within the rules themselves. In this case, a DWR buffer determination was completed for the entire project at the time
of initial development. I have attached that determination to this email. In accordance with the determination
conducted the pond in question is subject to the buffer rules as far as I can tell.

Thanks,

Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality

336 776 9693 office
336 813 1863 mobile
3

[e-mail]

450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

From: Will Larsen <[e-mail]>
Sent: Monday, November 18, 2019 10:29 AM
To: Homewood, Sue <[e-mail]>
Cc: Genevieve Versteeg <[e-mail]>
Subject: \[External\] Kingsboro Industrial Park PCN Permit Modification

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[e-mail]

Sue,

Upon further review of the Kingsboro site and the previously completed Jurisdictional Determination
completed by the Army Corps in August 2013, it is shown that the pond in question does not show up on
the report. Therefore we retract the requested PCN Modification. The pond has constructed outlet
structures and is believed to be manmade. Attached (link below) is a copy of the JD with the pertinent
pages occurring on 23 and 42.

The pond on the east is included in the JD; however, we will be the west side of the road and will not have
any impacts to the top of bank or immediate buffers to that pond.

4

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Regards,

William A. Larsen, PE
Project Engineer
The Wooten Company
th
301 West 14 Street
Greenville, NC 27834
252.757.1096
Fax [phone]
www.thewootencompany.com

5

AUTHORIZING AGREEMENT
PROPERTY LEGAL DESCRIPTION:
LOT NO. N/A PLAN NO. N/A PARCEL ID:
STREET ADDRESS:
Alternative US Highway 64 (SR 1225), Edgecombe County, NC 28590
Please print:
Property Owner: Leonard Wiggins, County Commissioners Chairman and Chairman of WSD 1
Property Owner:
N/A
The undersigned, registered property owners of the above noted property, do hereby authorize
William A. Larsen. RE of The Wooten Comm
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
P.O. Box 10 Tarboro. NC 27886
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
N/A
Authorized Signatu Authorized Signature
Date: 11� 16 Date: N/A _ _

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NOTE:
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MARTIN (EMC) PRIOR TO DISTURBANCE OF SOILS NEAR
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2. CONTRACTOR SHALL COORDINATE CONSTRUCTION
SCHEDULE WITH CONTRACTOR FROM CONTRACT 1 TO
PREVENT SCHEDULE AND SITE DISRUPTION WHERE
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2. CONTRACTOR SHALL COORDINATE CONSTRUCTION
SCHEDULE WITH CONTRACTOR FROM CONTRACT 1TO
PREVENT SCHEDULE AND SITE DISRUPTION WHERE
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3. CONTRACTOR TO VERIFY LOCATION AND SIZE OF
ALL EX. UTILITIES PRIOR TO BEGINNING WORK
NOTE:
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INSURANCE MAP 3720379900J,ALL DATED NOVEMBER 03,2004
AS ESTABLISHED BY FEMA. THIS REPORT IN NO WAY SUPERCEDES
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DATE:
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SCALE:
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VERT.:1" = 5'
SHEET
CnOv3n5

State of North Carolina
DWR
Department of Environmental Quality
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
FORM: BA 10-2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
la. Name of project:
Kingsboro Industrial Park Utility Extension (NOTE: This form is a modification
of an existing project DWR#18-0372.)
1 b. County:
Edgecombe
1c. Nearest municipality:
Tarboro, NC
1d. Subdivision name:
N/A
1 e. , V M SU*FVVFDA G LQ DQ RI 1 RM & DlFdCD V W HCW FFUvVCFR CWM'
If es, answer 1f below.
❑Yes ®No
1f. Is the project located within a NC Division of Coastal Management Area of
Environmental Concern (AEC)?
❑ Yes ® No
2.
Owner Information
2a. Name on Recorded Deed:
Edgecombe Water & Sewer District No. 1 (Attn: Leonard Wiggins Chairman of
WSD 1)
2b. Deed Book and Page No.
N/A
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):
N/A
2d. Responsible Party
(for Corporations):
N/A
2e. Street address:
201 St. Andrew Street
2f. City, state, zip:
P.O. Box 10, Tarboro, NC 27886
2g. Telephone no.:
[phone]
2h. Fax no.:
[phone]
2i. Email address:
[e-mail]
3.
Applicant Information (if different from owner)
3a. Applicant is:
❑ Agent ❑ Other, specify:
3b. Name:
Same as Owner
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:
William A. Larsen, PE
4b. Business name
(if applicable):
The Wooten Company
4c. Street address:
301 West 14th Street
4d. City, state, zip:
Greenville, NC 27834
4e. Telephone no.:
252-757-1096
4f. Fax no.:
252-757-3221
4g. Email address:
[e-mail]
FORM: BA 10-2013 Page 1 of 6

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Parcel IDs: 379996459900
1 b. Site coordinates (in decimal degrees):
Latitude: 35.933 Longitude:-77.650
1 c. Property size:
120.82 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Walnut Creek
2b. Water Quality Classification of nearest receiving water:
WS-IV;NSW
2c. River basin:
Tar -Pamlico River Basin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
The proposed modification to the existing project, DWR#18-0372, involves the extension of an
additional 16-inch PVC water line off of US HWY 64 Alternative along Midlakes Lane. The extension
will run parallel to a pond located on the property, resulting in impacts to the Zone 2 buffer. The
existing condition of the property is a recently closed mobile home park, now returned to a
maintained pasture. The existing condition specific to the impact area is the maintained corridor on
the south side of Midlakes Lane. As such, it will not require clear cutting of vegetation to be changed
into a Utility Line Corridor.
3b. Attach an 8'Y x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'Y x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Walnut Creek & Unnamed Tributaries = 0 feet in the project area for the proposed modification (-7,000
feet in total for the existing project, DWR#18-0372)
3e. Explain the purpose of the proposed project:
The purpose of the existing project, DWR#18-0372, is to provide the water and sewer utilities in and around
the Park in order to foster and support future industrial development in the area. The proposed water will
provide a redundant water service connection for Triangle Tyre. The proposed modification falls in
line with this purpose.
3f. Describe the overall project in detail, including the type of equipment to be used:
The proposed modification to the existing project, DWR#18-0372, involves the extension of a 16-inch
PVC water line off of US HWY 64 Alternative along Midlakes Lane, for the purpose of serving future
industrial development in the area. The proposed modification is more specifically defined as follows:
2,555 LF of New 16-inch Water line Extension
4 Fire Hydrant Assemblies
These values are in addition to the waterlines, force mains, and gravity sewer mains currently within
the existing project.
The water line extension will run parallel in the Zone 2 buffer around an existing pond. Total buffer
impacts due to this modification will include 0 square feet in Zone 1 and 1,719 square feet in Zone 2. It
will not intersect any intermittent or perennial streams.
A track -hoe will be used in the excavation process with other associated equipment needed for utility
installation. To cross NCDOT roads, a process of boring and jacking will be utilized. Silt fencing and
temporary seeding will be utilized to mitigate erosion form the project into the pond.
FORM: BA 10-2013 Page 2 of 6

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
® Yes ❑ No ❑ Unknown
the Corps or State been requested or obtained for this
Comments:
property/ project(including all priorphases) in the past?
4b. If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company:
Name (if known): Thomas Brown
Other: USACE Wilmington Regulatory Division
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
December 20, 2013 (Appendix C)
5. Project History
5a. Have permits or certifications been requested or obtained
® Yes ❑ No ❑ Unknown
for this project(including all prior phases in the past?
5b. If yHV H SMDQGG-WLCDFFRtlQQJ \R KH31 01 EMU FVRW
This is a modification to the executed PCN 404 permit for an existing project with the following
Identification numbers: USACE Action Id. SAW-2018-00665 and DWR#18-0372. The original PCN
permit application was submitted on March 12, 2018 and revision to the application submitted on May
4, 2018. The approved 401 Water Quality Certification was used on June 6, 2018 and the USACE
permit was issued on August 1, 2018. Copies of the previously issued 401 Water Quality Certification
and USACE permits are included in Appendix E.
Previously approved wetland, stream and buffer impacts include the following:
Total Wetland Impacts included 0.30 acres in Freshwater Forested/Shrub Wetland and
Riverine Wetland, as the result of gravity sewer and water line installations.
Two stream crossings (1 perennial and 1 intermittent) were open cut to install utilities, and
mitigation measures were utilized to minimize impacts. Stream Impacts are temporary and
consideUH D(DPZ DEAN DQ W V R CRVU T LLH P LWI DARQ
Total Buffer Impacts included 2,857 square feet in Zone 1 and 23,760 square feet in Zone 2.
6 RP H E I I HU IP SDFW UHT LLH P LW DIASRQ Z LIDI RW HLY DUH FRQVL HUH DWZ DEAN All buffer
impacts are considered permanent as future utility easement were needed to be maintained.
All of the new/proposed utility lines within this modification will be constructed in previously -
disturbed land adjacent and within the NCDOT right-of-way. Impacts will be minimized by using
proper sedimentation and erosion control measures, jack & bore, gravity alignment, construction
sequencing, immediate seeding and mulching, and by limiting the amount of disturbed area to what is
shown on the plans. Trench boxes are also anticipated to reduce disturbed area. To cross NCDOT
roads, a process of boring and jacking will be utilized.
FORM: BA 10-2013 Page 3 of 6

6. Future Project Plans
6a. Is this a phased project? ® Yes ❑ No
6b. If yes, explain.
This is a modification to an existing project which is a phased project with the following description.
The new wastewater pump station, to be constructed next to Alt. U.S. Hwy. 64, will be phased into its final
build -out peak capacity of 4.0 MGD and a design average daily flow of 1.6 MGD (i.e. 2,800 GPM, pumps in
parallel at 1,400 GPM each, at 85-ft Head). The first phase will provide a capacity of 500 GPM to an existing
10-inch force main; the second phase will provide a capacity of 1,400 GPM with a triplex pump through a
future 14-inch force main; and the final phase will result in an additional triplex pump station, resulting in 2,800
GPM to a second future 14-inch force main.
A portion of the proposed sanitary sewer project is intended to serve as a temporary transmission system until
the second phase of the sewer system can be designed, constructed and certified. After the construction of
the 14-inch force main, the 10-inch force main extension will serve as an emergency bypass for the existing
QVC Blvd. pump station. At the time of Phase 1 construction, the sewer main will serve Triangle Tyre, a
Chinese tire manufacturing company, and Corning Pharmaceuticals, which together produce about 0.320
MGD and 0.010 MGD, respectively. More industries are expected to move in and develop within the Park.
Therefore, the infrastructure is being sized for future park demands and not only the immediate customers.
All flow is anticipated to be commercial/industrial in nature.
In addition to the utility construction proposed, a future road is under design that will begin at Kingsboro Road,
follow Walnut Creek toward the Northeast, cross the creek and tie in to U.S. HWY 64 Alt at Dunbar Road.
This roadway is being permitted separately by another firm and outside of this application.
C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected basin?
❑ 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
Stream name
Buffer
Zone 1
Zone 2
number
impact
(exempt, allowable,
mitigation
impact
impact
Permanent (P)
allowable w/
required?
(sq ft)
(sq ft)
or Temporary
mitigation)
T
B18 ®P ❑ T
Excavation
Allowable
Pond
❑ Yes ® No
0
1,719
Total buffer impacts
0
1,719
1c. Comments: Buffer impacts only occur in Zone 2 around a man-made pond. The pond is fed by an
intermittent stream, an unnamed tributary to Walnut Creek. The impacts will be open cut to install
utilities, and mitigation measures will be utilized to minimize impacts. All impacts are considered
permanent as the current use is maintained property, and the future utility easement will also need to be
maintained.
FORM: BA 10-2013 Page 4 of 6

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Efforts to avoid or minimize the proposed impacts will be the same as those proposed for the existing
project, DWR#18-0372:
Some of the utility lines will be constructed in previously disturbed land adjacent and within the NCDOT right-
of-way. For others, impacts will be minimized by using proper sedimentation and erosion control measures,
directional drilling, gravity alignment, construction sequencing, and by limiting the amount of disturbed area to
what is shown on the plans. Trench boxes are also anticipated to reduce disturbed area.
In an attempt to further minimize any potential impacts to existing wetlands, creeks, and buffers the project
will include five (5) horizontal directional drills. All other areas of pressure lines will be located in previously
disturbed right-of-way or newly created utility easements created outside of environmentally sensitive areas.
Additional avoidance measures include the realignment of the gravity sewer lines from the western side of the
creek to the east side which has fewer steep embankments and will minimize the depth of cut required to
achieve the desired elevation of gravity main. The permanently maintained easement will be limited to 10 feet
in width when crossing Zone 1 and Zone 2 buffers.
Given the natural topography of the Kingsboro site, the lowest elevation is adjacent to Walnut Creek and its
tributaries. This elevation is important as the goal of this outfall is to provide a gravity sewer solution to serve
the entirety of the industrial park. This approach will minimize the number of required pump stations, force
main and additional gravity outfalls required throughout the park.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
Minimizing trench width, minimizing sediment runoff by using sedimentation and erosion control measures,
and immediate seeding and mulching.
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that
❑ Yes ® No
requires buffer mitigation?
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
N/A
3 (2 for Catawba)
N/A
Zone 2
N/A
N/A
1.5
N/A
Total buffer mitigation required:
N/A
2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS
❑ Yes ❑ No
proposed?
2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e. If no, then discuss what type of mitigation is proposed.
Silt fence will be installed along the excavation to prevent erosion into the pond.
2f. Comments: For existing project DWR#18-0372, payment to private mitigation bank not available due to lack
of credits. Payment to Division of Mitigation Services will be utilized.
FORM: BA 10-2013 Page 5 of 6

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
stormwater treatment. Include a plan that fully documents how diffuse flow will be
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
❑ Diffuse flow
® Other BMP
*This project does not create more than 1 acre of impervious surface; therefore, it does not need a diffuse
flow plan nor is a Stormwater Management Plan required.
F. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
❑ Yes ® No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act NEPA/SEPA ?
1c. 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:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated
❑ Yes ® No
Wetland 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):
J
A
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�%L-wAvl A tn&go-sl &4- ID.ZZ.ZoI
ApplicanUAgent's Printed Name App icant/Agent's Signature Date
(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:
For government transportation projects sent by
First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail via
the US Postal Service
Karen Higgins
NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For government transportation projects sent by
delivery service (UPS, FedEx, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.):
Karen Higgins
OR NCDWR — 401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604
FORM: BA 10-2013 Page 6 of 6