20180372 Ver 1_More Info Received_20180504

Strickland, Bev
From: Will Larsen <[e-mail]>
Sent: Friday, May 04, 2018 2:57 PM
To: Dailey, Samantha J CIV USARMY CESAW (US); Homewood, Sue
Cc: Derrick Smith
Subject: [External] RE: SAW -2018-00665 Kingsboro Industrial Park Utility Extension
eternal email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
rt Spa
Sam & Sue,
Please find attached a scan of the updated PCN application, USACE impact table, as well as the updated plan sheets. You
will notice in the PCN that we have blue font indicating new/modified discussions. Hard copies of these documents have
been placed in the mail today to both of your attentions.
In short, we have removed the previous sewer crossing from MI -17 to MH16 as well as shifted the alignment in several
places thus reducing the impacts to both wetlands and buffers. We have added notes indicating that at stream
crossings, the permanently maintained width will be reduced from 30 feet to 10 feet. Through these changes, our
wetland areas will be reduced from 0.44 to 0.27 and our buffer areas (for mitigation) will be reduced from 5,970 SF to
1,400 SF. As part of the updated PCN, I have also included a site map, the JD, as well as additional language on
avoidance and minimization of impacts.
I have contacted Mogensen Mitigation concerning the wetland impacts and they do not have any credits
remaining. Therefore, I have reached out to Kelly Williams with DMS and it appears she is out until 5.9.18 with a family
emergency.
If you have any questions or need additional information from us, please do not hesitate to call or email.
Regards,
William A. Larsen, PE
Project Engineer
The Wooten Company
301 West 14th Street
Greenville, NC 27834
252.757.1096
Fax [phone]
www.thewootencompany.com
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-----Original Message -----
From: Dailey, Samantha J CIV USARMY CESAW (US) [mai lto:[e-mail]1]
Sent: Wednesday, April 18, 2018 12:57 PM
To: Will Larsen
Cc: Derrick Smith
Subject: SAW -2018-00665 Kingsboro Industrial Park Utility Extension
Will/Derrick,
It was a pleasure meeting both of you today. I sincerely appreciate you taking the time to make the drive to Raleigh. I've
attached the impact table that I was referencing in the meeting. Feel free to fill it out in word and send it back with the
application (so I can copy and paste the information). I believe we covered everything requested in our wrap-up
discussion but please do not hesitate to contact me with any questions. Upon receipt of the revised PCN I'll get to work
on the approval.
Thank you,
Sam
Samantha Dailey
Regulatory Project Manager
U.S. Army Corps of Engineers
Regulatory Division
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
[phone], Ext. Ext. 22
[e-mail]
Fil

Pre- Construction Notification (PCN) Form
New Utilities Extension and Sewer Pump Station
Edgecombe County, North Carolina
Revision 1: May 2018
Prepared By:
T T
THE WOOTEN COMPANY
301 West 14th Street, Greenville, NC 27834
Firm License: F-0115
TWC Project No. 2488-GX

AUTHORIZAITON AGREEMENT

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 _ _

NCDEQ APPLICATION FEE

AP
"See Reverse Side For Easy Opening Instructions*
EDGECOMBE COUNTY
FINANCE DEPARTMENT
PO BOX 10
TARBORO, NC 27886
ADDRESS SERVICE REQUESTED
00390203
NC DWQ, WBSCP UNIT
1650 MAIL SERVICE CENTER
RALEIGH NC 27699-1650

PRE -CONSTRUCTION NOTIFICATION (PCN) FORM

0F W A rER�G
Pre -Construction Notification
Office Use Only:
Corps action ID no. _
DWQ project no.
Form Version 1.3 Dec 10 2008
Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: ®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes
1.
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes ® No
❑Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation ® Yes
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes
2. Project Information
2a.
Name of project:
2b.
County:
2c.
Nearest municipality / town:
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Kingsboro Industrial Park Utility Extension
Edgecombe
Tarboro, NC
N/A
N/A
Edgecombe Water & Sewer District No. 1 (Attn: Leonard Wiggins Chairman of WSD 1)
N/A
201 St. Andrew Street, Room 402
P.O. Box 10, Tarboro, NC 27886
[phone]
[phone]
[e-mail]
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
Same as Owner
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
William A. Larsen, PE
The Wooten Company
5b. Business name
(if applicable):
5c. Street address:
301 West 14th Street
5d. City, state, zip:
Greenville, NC 27834
5e. Telephone no.:
252-757-1096
5f. Fax no.: 252-757-3221
5g. Email address: [e-mail]
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Parcel IDs: 379945674500, 379974720100,
470906609900,470923230500,379986859300
1 b. Site coordinates (in decimal degrees):
Latitude: 35.928 Longitude: -77.659
1c. Property size:
1,500 acres total parcels area.
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Walnut Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS-IV;NSW
2c. River basin:
Tar-Pamlico River Basin
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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 project is comprised of two (2) primary sets of improvements: 1) add a new Kingsboro Industrial Park Main
Pump Station, new gravity sewer mains and force mains, and 2) add new water mains. The current land use within the
project area may be primarily classified as wooded, agricultural use with a few surrounding parcels being classified as
residential. The existing conditions specific to the utility main crossing are graded agricultural fields with naturally
occurring drainage ditches. Future land use for the new Kingsboro Industrial Park Main Pump Station will be primarily
industrial and commercial.
3b. List the total estimated acreage of all existing wetlands on the property:
51.93 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Walnut Creek & Unnamed Tributaries = —7,000 feet
3d. Explain the purpose of the proposed project:
The purpose of the project 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 the missing segment to "loop" the park. The
proposed sewer outfall is intended to serve as the primary outfall to service the entire park for current and build -out
demands. This outfall has been designed to accommodate flow from the entire park in an attempt to limit the number of
gravity outfalls required.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project is comprised of two (2) primary sets of improvements: 1) add a new Kingsboro Industrial Park Main
Pump Station, new gravity sewer mains and force mains, and 2) add new water mains, for the purpose of serving future
industrial development in the area. The project is more specifically defined as follows:
• 20,050 LF of New 16 -inch Water line Extension
• 14 Fire Hydrant Assemblies
• 2,550 LF of New 18 -inch New Gravity Sewer Extension
• 1,800 LF of New 30 -inch New Gravity Sewer Extension
• (17) New 5 -Foot Diameter Gravity Sewer Manholes
• 6,670 LF of New 10 -inch Force Main Extension
• Construct New Triplex, 2,800 GPM Submersible Wastewater Pump Station
Waterlines, force mains, and gravity sewer mains will intersect and cross streams exactly seven (7) times. Five (5) will be
across intermittent streams and ditches and two (2) will be across perennial streams. Impacts at the five (5) stream
crossings with pressure pipe will be mitigated by directional drilling, and thus do not impact the buffer nor the streams.
Two (2) other stream crossings will take place within the gravity outfall alignment with an average stream width of 16 feet
and an impact length of 30 feet, each. Total buffer impacts will include 2,857 square feet in Zone 1 and 23,760 square
feet in Zone 2.
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.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
® Yes ❑ No ❑ Unknown
❑ Preliminary ® Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Thomas Brown Other: USACE Wilmington Regulatory Division
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
December 20, 2013 (Appendix 1)
5. Project History
5a
5b
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
16a. Is this a phased project?
❑ Yes ® No ❑ Unknown
® Yes ❑ No
6b. If yes, explain.
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. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply)
® Wetlands
® Streams - tributaries ® Buffers
❑ Open Waters
❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b.
2c, 2d. 2e. 2f.
Wetland impact
Type of jurisdiction
number —
Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or
(if known) DWQ — non -404, other) (acres)
Temporary T
_
PF01 C
W1 EJP ® T
Excavation (Freshwater ® Yes ® Corps 0.02
Forested/Shrub El No El DWQ
Wetland)
W2A ® P ❑ T
Excavation 1 PF01A _1 ® Yes ® Corps 0.02
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

W213 ® P ❑ T Excavation
W3 ®P❑T
I
W4 ®P❑T
W5A ®P❑T
Excavation
Excavation
Excavation
W513 ® P ❑ T I Excavation
W5C ® P ❑ T Excavation
W6A ®P ❑ T I Excavation
(Freshwater
❑ No
❑ DWQ
Forested/Shrub
Wetland)
PF01A
(Freshwater
® Yes
® Corps
Forested/Shrub
❑ No
❑ DWQ
Wetland)
PF01A
(Freshwater
® Yes
® Corps
Forested/Shrub
❑ No
❑ DWQ
Wetland)
PF01A
'
(Freshwater
® Yes
® Corps
Forested/Shrub
❑ No
❑ DWQ
Wetland)
PF01A
(Freshwater
® Yes
® Corps
Forested/Shrub
❑ No
❑ DWQ
Wetland)
PF01A
(Freshwater
® Yes
® Corps
Forested/Shrub
❑ No
❑ DWQ
Wetland)
PF01A
(Freshwater
® Yes ® Corps
Forested/Shrub
❑ No ❑ DWQ
Wetland)
PF01A
(Freshwater
® Yes ® Corps
Forested/Shrub
❑ No ❑ DWQ
Wetland)
®Y
®C
1I.
0.03
1111E
0.01
M
W613 ❑ P ® T Excavation R4S13C es ores 0.01
(Riverine) ❑ No ❑ DWQ
2g. Total wetland impacts 0.30
2h. Comments: All Wetland impacts, except Wetland Impact 1, will be the result of installation of gravity sewer lines; Wetland
Impact 1 will be the result of water line installation. The area of wetland impact was calculated utilizing MicroStation.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non -404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ❑ P ® T Excavation UT to Walnut ® PER ❑ Corps 16 30
Creek ❑ INT ® DWQ
S2 ❑ P ® T Excavation UT to Walnut ® PER ❑ Corps 17 30
Creek ❑ INT ® DWQ
3h. Total stream and tributary impacts 60
3i. Comments: Impacts include 16 to 17 linear feet of open cut with an average stream width of 30 feet. Stream impact 1 (S1)
is equivalent to Buffer impact 1 (131) and Stream impact 2 (S2) is equivalent to Buffer Impact 17 (1317). Stream impacts are
considered "allowable" and do not require mitigation. Temporary diversion and bypass pumping will be implemented during
construction to limit the risk of downstream impacts resulting from sediment.
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually
list all open water
impacts below.
_
4c.
4d.
4e.
4a.
4b.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑ P ❑ T
N/A
_
N/A
N/A
N/A
02 ❑ P ❑ T
N/A
N/A
N/A
N/A
03 [-]PDT
N/A
N/A
N/A
N/A
04 ❑ P ❑ T
N/A
N/A
N/A
N/A
4E Total open water impacts
N/A
4g. Comments: There are no open water impacts.
5. Pond or Lake Construction
If pond or lake construction proposed, then com tete the chart below.
5a. 5b. 5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of
(acres)
number pond
Flooded Filled Excavated
Flooded Filled
Excavated Flooded
P1 N/A N/A N/A N/A
N/A N/A
N/A N/A
P2 N/A N/A N/A N/A
N/A N/A
N/A N/A
5f. Total N/A N/A N/A
N/A N/A
N/A N/A
5g. Comments: There is no pond or lake construction.
5h. Is a dam high hazard permit required?
❑ Yes No If yes, permit ID no
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 12
PCN Form - Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ®Tar-Pamlico F1 Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
impact
Stream name
mitigation
(square feet)
(square feet)
Tem ora T
re uired?
Stream
❑ Yes
728
580
B1 ®P ❑ T
Crossing w/
UT to Walnut Creek
® No
open cut
B2 ®P ❑ T
Excavation UT to Walnut Creek
Excavation UT to Walnut Creek
❑ Yes
® No
1,210
B3 ® P ❑ T
® Yes
❑ No
102
1,811
B4 ®P ❑ T
Excavation
Excavation
_
UT to Walnut Creek
UT to Walnut Creek
❑ Yes
® No
1,475
B5 ® P ❑ T
® Yes
❑ No
444
1,588
B6 ® P ❑ T
Excavation
UT to Walnut Creek
® Yes
❑ No
99
305
B7 ®P ❑ T
Excavation
UT to Walnut Creek
❑ Yes
® No
391
_
B8 ®P ❑ T
Excavation
UT to Walnut Creek
® Yes
❑ No
673
4,244
B9 ® P ❑ T
Excavation
UT to Walnut Creek
® Yes
❑ No
45
1,922
B10 ® P ❑ T
Excavation
UT to Walnut Creek
UT to Walnut Creek
❑ Yes
® No
-
464
B11 ®P ❑ T
Excavation
❑ Yes
® No
1,142
❑ Yes
560
B12 ®P ❑ T
Excavation
UT to Walnut Creek
® No
B13 ®P ❑ T
Excavation
UT to Walnut Creek
❑ Yes
® No
947
B14 ® P ❑ T
Excavation
UT to Walnut Creek
❑ Yes
® No
1,110
B15 ®P ❑ T
Excavation
UT to Walnut Creek
❑ Yes
® No
-
2,871
B16 ®P ❑ T
Excavation
UT to Walnut Creek
® Yes
❑ No
37
1,424
Stream
❑ Yes
729
1,716
B17 ®P ❑ T
Crossing w/
UT to Walnut Creek
® No
open cut
6h. Total buffer impacts
23,760
6i. Comments: Buffer impacts 2, 4, 7 and 10 through 15 are only impacted in Zone 2. The area of buffer impact was
calculated utilizing MicroStation. Two stream crossings (1 perennial and 1 intermittent) will be open cut to install utilities, and
mitigation measures will be utilized to minimize impacts. Buffer impacts 3, 5, 6, 8, 9, and 16 require mitigation while others
are considered "allowable" impacts. All impacts are considered permanent as future utility easement will need to be
maintained.
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
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. Directional drills have been selected as the preferred method of crossing
environmentally sensitive areas with pressurized mains. The scope of this project will utilize this technology in five (5)
locations. In addition, the gravity outfall will utilize drop manhole assemblies to allow the elevations of the sewer to meet
the needs of the park without requiring additional depth, and accompanying trench width, near the existing creeks.
Alignment of the gravity sewer has been adjusted away from the creek to provide additional room during construction. In
addition, temporary stream diversion/by-pass pumping will be implemented to minimize the risk of downstream impacts
resulting from sediment and soil disturbance.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ® Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ® DW Q ® Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project? ® Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Quantity
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached. ® Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
1,400 square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested: 0.27 acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments: Mitigation for non -electric utilities in Zone 1 Buffer & existing wetlands
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ® Yes ❑ No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1
Allowable w/ Mitigation
1,400
3:1 Ratio
4,200
Impacts
Zone 2
N/A
N/A
I N/A
N/A
6f. Total buffer mitigation required: 4,200
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
Payment to private mitigation bank not available due to lack of credits. Payment to Division of Mitigation Services will be
utilized.
6h. Comments:
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments:
❑ Yes No
This project does not create more than 1 acre of impervious surface; therefore, it
does not need a diffuse flow plan.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 0.63%
2b. Does this project require a Stormwater Management Plan? 1 ❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
This project does not create more than 1 acre of impervious area; therefore, a Stormwater Management Plan is not
required.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
N/A
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Edgecombe County
® Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
® Water Supply Watershed
® Other: Local
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5b
Have all of the 401 Unit submittal requirements been met?
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
❑ Yes ❑ No
1 a. 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
environmental document pursuant to the requirements of the National or State ❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) F1 Yes E] No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application? I ❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
At the time of the 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 and therefore the utilities are being considered for current and future
development. All flow is anticipated to be commercial/industrial in nature. As more industries develop the Park, the
County will create easements around the utilities to allow for future maintenance. Edgecombe County has established
stormwater and development ordinances that regulate development. Thus, future development will be regulated such
that nearby downstream water quality is not impacted. No soils are anticipated to be contaminated during or after the
project's completion.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Edgecombe County owns, operates, and maintains its wastewater collection and pumping systems. The Park's
wastewater will be conveyed through Edgecombe County WSD 1 to the 21 -MGD Tar River Regional Wastewater
Treatment Plant (WWTP) for treatment; the WWTP is owned and operated by the City of Rocky Mount.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

1 5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ❑ Yes
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
® No
❑ Yes ® No
5c. If yes, indicate the USFWS Field Office you have contacted. ❑Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Fish & Wildlife Service and the National Heritage Program (See table in Appendix E)
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Essential Fish Habitat Mapper v3.0 (See Appendix E)
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A list of sites in Edgecombe County has been supplied in the Appendix. There are no historic sites located within the
project area. See Appendix F for a list of historic sites in Edgecombe County.
Data source: National Register of Historic Places
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain? ® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
The project consists of buried sewer lines connecting between manholes. All manholes have been raised to a minimum
of 2 feet above the 100 -year flood elevation (60 feet). The pump station wet well and generator have been elevated to 2
feet above the 100 -year flood elevation.
8c. What source(s) did you use to make the floodplain determination?
NCFIRM maps were used to estimate the flood elevation. See Appendix G for floodplain map.
William A. Larsen, PE
Applicant/Agent's Printed Name Applicant/Ag is Signature
I
(Agent's signature is valid only if an authorization letter from the applicant
J is provided.)
5` Al Z9/9
Date
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

APPENDICIES

APPENDIX A
Narrative

NARRATIVE FOR THE PRE -CONSTRUCTION NOTIFICATION
KINGSBORO INDUSTRIAL PARK UTILITIES EXTENSION
EDGECOMBE COUNTY WATER AND SEWER DISTRICT NO. 1
REVISION 1: MAY 2018
uu
THE WOOTEN COMPANY
301 West 14th Street, Greenville, NC 27834
Firm License: F-0115
TWC: 2488-GX

A. DESCRIPTION OF PROJECT
Location of Project
The proposed utilities project is located along NC Alt. Highway 64, Kingsboro Road, Harts
Mill Run Road, CSX Railroad Main, and NC Highway 64 within Edgecombe County Water
and Sewer Districts No. 1 and 2. This utilities project will be owned by Edgecombe
County's Water and Sewer District No. 1, where it resides. All of the land located within the
Park is owned by Edgecombe County. The majority of the work will take place within
previously disturbed NCDOT right-of-ways and utility easements along US Highway 64,
CSX Railroad Main, Harts Chapel Road, and Harts Mill Run Road in addition to the
community around Midlake Mobile Home Park (MHP). A vicinity map has been attached
which shows the exact project location in Edgecombe County.
Type of Development
Water Main
The water line portion of the proposed utility project will be a linear construction project
consisting of installing approximately 20,050 LF of 16 -inch water main and 14 fire hydrants.
The proposed water will provide the missing segment to "loop" the park.
Gravity Sewer
The gravity portion of the proposed sanitary sewer project will be a linear construction
project consisting of installing approximately 2,550 LF of 18 -inch and 1,800 LF of 30 -inch
gravity sewer and 15 sanitary sewer manholes. The proposed sewer outfall is intended to
serve as the primary outfall to service the entire park for current and build -out demands.
This outfall has been designed to accommodate flow from the entire park in an attempt to
limit the number of gravity outfalls required.
To prevent excessive disturbance for a future tributary line, a 4' stub out will be installed an
MH -7 under this proposed scope of work. MH -7 represents the junction point in the outfall
where the two (2) 18 -inch mains join and feed the 30 -inch outfall into the pump station. By
installing the stub, any future connections will be made by removing the cap and
connecting upstream piping thus eliminating the need to core a new hole in the manhole.
This will reduce the time for the future open cut to be exposed, as well as reduces the
equipment required for any future connection which minimizes the risk of negative impacts
to the existing creek and surrounding buffers and wetlands.
Pump Station & Force Main
The force main portion of the proposed sanitary sewer project will be a linear construction
project consisting of installing approximately 6,670 LF of 10 -inch force main. The force
main project is dictated as a portion of the temporary transmission system until the second
phase of the sewer system can be designed, constructed and certified. After Phase 2 of
the project is completed, this extension will serve as an emergency bypass for the existing
QVC Blvd. pump station.
The collected wastewater in the Kingsboro Industrial Park will be conveyed to the new
Kingsboro Industrial Park Main Pump Station, which is located on a parcel owned by
Edgecombe County adjacent to Alt. US Highway 64. The wastewater will then be pumped
through approximately 6,670 LF of a new 10 -inch force main to an existing transmission
network to the 21 -MGD Tar River Regional Wastewater Treatment Plant (WWTP), which is
owned and operated by the City of Rocky Mount.
The Kingsboro Industrial Park Main Pump Station on Alt. US Highway 64 is designed with a
build -out peak capacity of 4.0 MGD and average daily flow of 1.6 MGD. The station will be

phased into its final buildout flow, with the final phase resulting in a triplex pump station,
which will provide a capacity of 2,800 GPM through a 14 -inch force main. The Kingsboro
Industrial Park Main pump station, which has a final -phase capacity of 2,800 GPM at 85 -ft
TDH, will maintain greater than 2 feet per second velocity in the receiving force main.
Earth Disturbing Activities
The project will involve open -trench installation for the 16 -inch water mains, the 18 -inch
and 30 -inch gravity sewer lines, and the new 10 -inch force mains. Construction of the
Kingsboro Industrial Park Main Pump Station will require excavation and general site work.
The width of the installation trench will vary based on the depth of the utility. At the
deepest parts, the disturbed area will be approximately 30 feet wide including the spoil pile.
Three drainage ditches (deemed to be an intermittent unnamed tributary to Walnut Creek)
will be open cut to install the 18- and 30 -inch gravity sewer proposed for those locations.
Pressure lines will be installed with horizontal directional drilling and gravity sewers will be
suitably installed for low -flow periods. Sedimentation and erosion control measures will be
used throughout the project, but most importantly at the main stream crossing and at the
many small ditch crossings. The required erosion control measures will be installed prior to
construction. A track -hoe will be used in the excavation process with other associated
equipment for sewer system installation. To cross NCDOT roads, a process of boring and
jacking will be utilized.
In an attempt to avoid and mitigate impacts to the surrounding environment, design
measures were implemented in an attempt to minimize trench width as well as avoid
environmentally sensitive areas through alignment routing. Sediment runoff will be
minimized by using sedimentation and erosion control measures and immediate seeding
and mulching. Directional drills have been selected as the preferred method of crossing
environmentally sensitive areas with pressurized mains. The scope of this project will
utilize this technology in five (5) locations. In addition, the gravity outfall will utilize drop
manhole assemblies to allow the elevations of the sewer to meet the needs of the park
without requiring additional depth, and accompanying trench width, near the existing
creeks. Alignment of the gravity sewer has been adjusted away from the creek to provide
additional room during construction. In addition, temporary stream diversion/by-pass
pumping will be implemented to minimize the risk of downstream impacts resulting from
sediment and soil disturbance.
Existing Drainage Patterns
Edgecombe County is generally broad and flat sloping from west to the east. The County
is located in the Tar -Pamlico River Basin and within Fishing Creek, Little Fishing Creek,
Rocky Swamp and Beech Swamp Subbasin (03-03-04). The majority of the area located
within this project area drains to road side ditches and/or unnamed tributaries, which
ultimately flow to Walnut Creek. Walnut Creek flows directly to the Tar River that bisects
the County.
B. EROSION AND SEDIMENTATION CONTROL MEASURES
A copy of the latest approved sediment and erosion control plan must be on file at the job
site. Timely and proper attention shall be required for prevention of offsite erosion and
sedimentation. Various levels of erosion control are proposed in the engineering
documents. If it becomes evident that additional erosion and sedimentation control
measures are needed they shall be installed immediately by the contractor. A temporary
cover sufficient to restrain erosion must be provided within the 21 calendar days of
completion of any phase of land disturbance. A permanent ground cover, sufficient to
Pa

restrain erosion, must be provided within the shortest of 14 working or 90 calendar days
after completion of the construction or development.
2. A buffer zone, sufficient to restrain sedimentation, must be maintained between the land -
disturbing activity and any adjacent property or watercourses. Maintain / Do Not Disturb
existing vegetative cover in areas of no construction.
3. All disturbed areas will be seeded within 30 days following construction in accordance
with the seeding schedule as shown on the plans. We have attached the seeding and
mulching specifications to this document which gives the rates for fertilizer, tack, seeding
and mulch. Due to the nature of construction activities, the contractor will be limited to 5
acres of disturbance at any given time during construction.
4. Temporary sediment control primarily will consist of temporary check dams and arc filters
which will be placed along the existing roadside ditches. The rock check dams shall be a
maximum of 1,000 LF apart and the volume of storage shall accommodate this sediment
as shown on the engineering documents. In the proposed project area, the slopes along
most of the roadside ditches are so flat that the spacing allows for a great amount of
storage before over flowing into the next drainage system.
In order to eliminate erosion from traveling downstream, arc filters will be utilized when
sewer lines bisect drainage culverts on the upstream side of the culvert.
5. Silt fence will be utilized in areas next to the blue line stream to prevent erosion of the
disturbed soil for the sewer line crossing. In the location of ditch crossings, rip rap is to
be placed at the opening of the storm drainage pipe to prevent erosion of the disturbed
soil for the pipeline crossing. Silt fence shall also be used to prevent erosion in areas
where bore and recovery pits are to be constructed and at open culvert crossings the silt
fence is to be tied into the temporary sediment traps or check dams as shown in the
engineering documents. Silt fence will also be utilized at the pump station site. Since the
velocity of flow through the roadside ditches is less than 2.5 fps, lining is not required but
there may be areas where the contractor will be required to place matting if drainage
ditch disturbance occurs.
6. If the contractor chooses to place any of the material on the adjacent roadway the
contractor shall be required to place screening over the roadway surface prior to
beginning the operations to assist in cleaning up the roadways after construction.
C. TIME SEQUENCE OF OPERATIONS
Construction is anticipated to begin in the summer of 2018. Permits are being secured
now and once the project is awarded, construction will be able to start. The contractor is
required under the contract to comply with all state regulations regarding erosion and
sedimentation control. Once the sediment and erosion control measures are in place, the
contractor will begin installing the sewer lines, manholes, and pump stations. The
contractor shall complete all construction within the easements and rights -of -ways as
shown on the plans. All utilities must be checked and tested and any areas that can be
seeded should be done as soon as possible.
Once the subsurface infrastructure is complete and tested, the contractor shall finish
grading and seeding remaining areas. Seed bed preparation details have been added to
the drawings. Hydro -seeding will not be used on this project. In areas where the trench

line is within the bottom of a ditch, erosion control matting shall be used to stabilize the
soil.
The erosion and sediment control measures are to be checked weekly and after any
rainfall event. Repairs shall be made immediately to the sediment and erosion control
measures as needed during the project.
4

APPENDIX B
Location Map

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APPENDIX C
USGS Topographic Map

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APPENDIX D
NRCS Soil Survey Maps

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Department of
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NRCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Edgecombe
County, North
Carolina
Kingsboro Industrial Park
May 3, 2018

Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/
portal/nres/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https:Hoffices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil
Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2

alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at [phone] (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call [phone] (voice) or [phone] (TDD). USDA is an equal opportunity
provider and employer.

Contents
Preface...................................................•.................................................2
How Soil Surveys Are Made............................................................................:..:..5
SoilMap..................................................................................................................
6
SoilMap................................................................................................................9
Legend.................................................:...............................................:..............10
MapUnit Legend................................................................................................
11
MapUnit Descriptions........................................................................................
12
Edgecombe County, North Carolina...............................................................
14
AaA—Altavista fine sandy loam, 0 to 3 percent slopes...............................14
AyA—Aycock very fine sandy loam, 0 to 2 percent slopes .........................
15
AyB—Aycock very fine sandy loam, 2 to 6 percent slopes .........................
16
BB—Bibb soils.............................................................................................17
BnB—Blanton sand, 0 to 6 percent slopes..................................................19
DpB—Duplin sandy loam, 2 to 5 percent slopes.........................................20
ExA—Exum very fine sandy loam, 0 to 2 percent slopes ............................21
GoA—Goldsboro fine sandy loam, 0 to 2 percent slopes ...........................
22
Gr—Grantham very fine sandy loam...........................................................23
GyC—Gritney fine sandy loam, 6 to 10 percent slopes ..............................
25
GyD—Gritney fine sandy loam, 10 to 15 percent slopes ............................
26
LyA—Lynchburg fine sandy loam, 0 to 2 percent slopes, Southern
CoastalPlain.........................................................................................27
NoB—Norfolk loamy sand, 2 to 6 percent slopes........................................29
NoC—Norfolk loamy sand, 6 to 10 percent slopes .....................................
30
Pa—Pactolus loamy sand...........................................................................
31
Pt—Pits .......................................................................................................
32
RaA—Rains fine sandy loam, 0 to 2 percent slopes, Southern Coastal
Plain......................................................................................................
33
W—Water....................................................................................................
35
WaB—Wagram loamy sand, 0 to 6 percent slopes.....................................35
WaC—Wagram loamy sand, 6 to 10 percent slopes...................................36
WaD—Wag ram loamy sand, 10 to 15 percent slopes.................................37
References............................................ ...... .............................................
39
4

How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil -vegetation -landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
5

Custom Soil Resource Report
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil -landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil -landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field -observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
9

Custom Soil Resource Report
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.

Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.

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Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres In AOI
Percent of AOI
AaA
Altavista fine sandy loam, 0 to 3
3.8
0.3%
percent slopes
{i
AyA
Aycock very fine sandy loam, 0
61.7
4.4%
to 2 percent slopes
AyB
Aycock very fine sandy loam, 2
303.2
21.6%
to 6 percent slopes
BB
Bibb soils
113.8
8.1%
BnB
Blanton sand, 0 to 6 percent
14.6
1.0%
slopes
DpB
Duplin sandy loam, 2 to 5
5.3
0.4%
percent slopes
ExA
Exum very fine sandy loam, 0 to
104.1
7.4%
2 percent slopes
i
GoA
Goldsboro fine sandy loam, 0 to
24.7
1.8
2 percent slopes
Gr
Grantham very fine sandy loam
29.8
2.1 % I
GyC
Gritney fine sandy loam, 6 to 10
8.9
0.6%
percent slopes
GyD
Gritney fine sandy loam, 10 to
3.7
0.3%
15 percent slopes
LyA
Lynchburg fine sandy loam, 0 to
6.0
0.4%
2 percent slopes, Southern
Coastal Plain
NoB
Norfolk loamy sand, 2 to 6
228.1
16.2%
percent slopes
NoC
Norfolk loamy sand, 6 to 10
3.4
0.2%
percent slopes
Pa
Pactolus loamy sand
6.8
0.5%
Pt
Pits
1.5
0.1%
RaA
Rains fine sandy loam, 0 to 2
84.6
6.0%
percent slopes, Southern
Coastal Plain
W
Water
19.9
1.4%
WaB
Wagram loamy sand, 0 to 6
300.7
21.4%
percent slopes
WaC
Wagram loamy sand, 6 to 10
53.9
3.8%
percent slopes
WaD
Wagram loamy sand, 10 to 15
28.0
2.0%
percent slopes
Totals for Area of Interest
1,406.5
100.0%
11

Custom Soil Resource Report
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into Iandforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
12

Custom Soil Resource Report
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
13

Custom Soil Resource Report
Edgecombe County, North Carolina
AaA—Altavista fine sandy loam, 0 to 3 percent slopes
Map Unit Setting
National map unit symbol: 132pf
Elevation: 80 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 265 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Altavista and similar soils: 91 percent
Minor components: 9 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Altavista
Setting
Landform: Stream terraces
Down-slope shape: Concave
Across -slope shape: Linear
Parent material: Old loamy alluvium derived from igneous and metamorphic rock
Typical profile
Ap - 0 to 8 inches: fine sandy loam
E - 8 to 15 inches: fine sandy loam
Bt - 15 to 42 inches: sandy clay loam
C - 42 to 80 inches: sandy loam
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 18 to 30 inches
Frequency of flooding: Rare
Frequency of ponding: None
Available water storage in profile: High (about 9.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: C
Hydric soil rating: No
Minor Components
Roanoke, undrained
Percent of map unit: 5 percent
Landform: Backswamps on stream terraces, depressions on stream terraces
Landform position (three-dimensional): Flat
Down-slope shape: Concave
14

Custom Soil Resource Report
Across -slope shape: Linear
Hydric soil rating: Yes
Tomotley, undrained
Percent of map unit: 2 percent
Landform: Depressions on stream terraces, flats on stream terraces
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
Wehadkee, undrained
Percent of map unit: 1 percent
Landform: Depressions on flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Bibb, undrained
Percent of map unit: 1 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
AyA—Aycock very fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 132pg
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Aycock and similar soils: 95 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Aycock
Setting
Landform: Broad interstream divides on marine terraces, flats on marine terraces
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy and silty marine deposits
Typical profile
Ap - 0 to 7 inches: very fine sandy loam
E - 7 to 12 inches: very fine sandy loam
Bt - 12 to 90 inches: clay loam
15

Custom Soil Resource Report
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 48 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available waterstorage in profile: High (about 10.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: B
Hydric soil rating: No
AyB—Aycock very fine sandy loam, 2 to 6 percent slopes
Map Unit Setting
National map unit symbol. 132ph
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Aycock and similar soils: 90 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Aycock
Setting
Landform: Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across -slope shape: Convex, linear
Parent material: Loamy and silty marine deposits
Typical profile
Ap - 0 to 7 inches: very fine sandy loam
E - 7 to 12 inches: very fine sandy loam
Bt - 12 to 90 inches: clay loam
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
16

Custom Soil Resource Report
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 48 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 10.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
Hydric soil rating: No
Minor Components
Bibb, undrained
Percent of map unit: 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Johnston, undrained
Percent of map unit. 2 percent
Landform: Flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
BB—Bibb soils
Map Unit Setting
National map unit symbol: 132pj
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Not prime farmland
Map Unit Composition
Bibb, undrained, and similar soils: 80 percent
Johnston, undrained, and similar soils: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Bibb, Undrained
Setting
Landform: Flood plains
17

Custom Soil Resource Report
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across -slope shape: Linear
Parent material: Sandy and loamy alluvium
Typical profile
A - 0 to 6 inches: sandy loam
Cg1 - 6 to 60 inches: sandy loam
Cg2 - 60 to 80 inches: loamy sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: Frequent
Frequency of ponding: None
Available waterstorage in profile: Moderate (about 7.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 5w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
Description of Johnston, Undrained
Setting
Landform: Flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Parent material: Sandy and loamy alluvium
Typical profile
A - 0 to 30 inches: mucky loam
Cg1 - 30 to 34 inches: loamy fine sand
Cg2 - 34 to 80 inches: fine sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Ponded
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 0 inches
Frequency of flooding: Frequent
Frequency of ponding: Frequent
Available water storage in profile: High (about 9.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
18

Custom Soil Resource Report
BnB—Blanton sand, 0 to 6 percent slopes
Map Unit Setting
National map unit symbol., 132rg
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Not prime farmland
Map Unit Composition
Blanton and similar soils: 90 percent
Minor components: 3 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Blanton
Setting
Landform: Ridges on marine terraces, flats on marine terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Sandy and loamy fluviomarine deposits and/or eolian sands
Typical profile
Ap - 0 to 7 inches: sand
E - 7 to 52 inches: sand
Bt - 52 to 67 inches: sandy loam
Btg - 67 to 85 inches: sandy clay loam
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 48 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 3.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3s
Hydrologic Soil Group: A
Hydric soil rating: No
19

Custom Soil Resource Report
Minor Components
Bibb, undrained
Percent of map unit. 2 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Johnston, undrained
Percent of map unit. 1 percent
Landform: Flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
DpB—Duplin sandy loam, 2 to 5 percent slopes
Map Unit Setting
National map unit symbol. 132rs
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Duplin and similar soils: 90 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Duplin
Setting
Landform: Flats on broad interstream divides
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Clayey marine deposits
Typical profile
Ap - 0 to 8 inches: sandy loam
Bt - 8 to 84 inches: sandy clay
Cg - 84 to 100 inches: sandy clay loam
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Low
20

Custom Soil Resource Report
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20
to 0.57 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available waterstorage in profile: High (about 9.3 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: C
Hydric soil rating: No
ExA—Exum very fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol. 132pm
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Exum and similar soils: 90 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Exum
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Down-slope shape: Concave
Across -slope shape: Linear
Parent material: Loamy and silty marine deposits
Typical profile
Ap - 0 to 8 inches: very fine sandy loam
E - 8 to 12 inches: silt loam
Bt - 12 to 70 inches: clay loam
C - 70 to 100 inches: loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20
to 0.57 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
21

Custom Soil Resource Report
Available waterstorage in profile: High (about 10.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: C
Hydric soil rating: No
Minor Components
Grantham, undrained
Percent of map unit: 5 percent
Landform: Broad interstream divides on depressions, broad interstream divides
on flats
Down-slope shape: Concave
Across -slope shape: Concave, linear
Hydric soil rating: Yes
GoA—Goldsboro fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2v751
Elevation: 130 to 270 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Goldsboro and similar soils: 83 percent
Minor components: 17 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Goldsboro
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 7 inches: fine sandy loam
E - 7 to 12 inches: fine sandy loam
Bt - 12 to 54 inches: sandy clay loam
Btg - 54 to 82 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
22

Custom Soil Resource Report
Natural drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: B
Hydric soil rating: No
Minor Components
Norfolk
Percent of map unit: 10 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Convex, linear
Across -slope shape: Convex, linear
Hydric soil rating: No
Lynchburg
Percent of map unit: 7 percent
Landform: Broad interstream divides on marine terraces, flats on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Gr—Grantham very fine sandy loam
Map Unit Setting
National map unit symbol. 132rx
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Grantham, drained, and similar soils: 85 percent
Grantham, undrained, and similar soils: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
23

Custom Soil Resource Report
Description of Grantham, Drained
Setting
Landform: Broad interstream divides on flats, broad interstream divides on
depressions
Down-slope shape: Concave
Across -slope shape: Concave, linear
Parent material: Loamy and silty marine deposits
Typical profile
A - 0 to 6 inches: very fine sandy loam
Eg - 6 to 11 inches: very fine sandy loam
Btg - 11 to 77 inches: loam
Cg - 77 to 110 inches: loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20
to 0.57 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 10.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: C/D
Hydric soil rating: Yes
Description of Grantham, Undrained
Setting
Landform: Broad interstream divides on depressions, broad interstream divides
on flats
Down-slope shape: Concave
Across -slope shape: Concave, linear
Parent material: Loamy and silty marine deposits
Typical profile
A - 0 to 6 inches: very fine sandy loam
Eg - 6 to 11 inches: very fine sandy loam
Btg - 11 to 77 inches: loam
Cg - 77 to 110 inches: loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20
to 0.57 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
24

Custom Soil Resource Report
Frequency of ponding: None
Available waterstorage in profile: High (about 10.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6w
Hydrologic Soil Group: C/D
Hydric soil rating: Yes
GyC—Gritney fine sandy loam, 6 to 10 percent slopes
Map Unit Setting
National map unit symbol. 132s2
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Gritney and similar soils: 90 percent
Minor components: 3 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Gritney
Setting
Landform: Ridges on marine terraces
Landform position (two-dimensional): Shoulder
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Clayey marine deposits
Typical profile
Ap - 0 to 9 inches: fine sandy loam
Bt - 9 to 58 inches: clay
C - 58 to 80 inches: sandy clay loam
Properties and qualities
Slope: 6 to 10 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 18 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.9 inches)
25

Custom Soil Resource Report
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: D
Hydric soil rating: No
Minor Components
Bibb, undrained
Percent of map unit: 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
GyD—Gritney fine sandy loam, 10 to 15 percent slopes
Map Unit Setting
National map unit symbol: 132sl
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Gritney and similar soils: 90 percent
Minor components: 6 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Gritney
Setting
Landform: Ridges on marine terraces
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Clayey marine deposits
Typical profile
Ap - 0 to 9 inches: fine sandy loam
Bt - 9 to 58 inches: clay
C - 58 to 80 inches: sandy clay loam
Properties and qualities
Slope: 10 to 15 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
9-1

Custom Soil Resource Report
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 18 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: D
Hydric soil rating: No
Minor Components
Bibb, undrained
Percent of map unit: 2 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Coxville, undrained
Percent of map unit. 2 percent
Landform: Depressions, carolina bays
Landform position (two-dimensional): Summit
Down-slope shape: Concave
Across -slope shape: Concave
Hydric soil rating: Yes
Johnston, undrained
Percent of map unit: 2 percent
Landform: Flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
LyA—Lynchburg fine sandy loam, 0 to 2 percent slopes, Southern
Coastal Plain
Map Unit Setting
National map unit symbol. 2vx8m
Elevation: 20 to 200 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 64 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: Prime farmland if drained
27

Custom Soil Resource Report
Map Unit Composition
Lynchburg and similar soils: 82 percent
Minor components: 18 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Lynchburg
Setting
Landform: Marine terraces
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: fine sandy loam
Bt - 8 to 50 inches: sandy clay loam
Btg - 50 to 68 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 6 to 18 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 4.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: B/D
Hydric soil rating: No
Minor Components
Goldsboro
Percent of map unit: 8 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Rains, undrained
Percent of map unit: 5 percent
Landform: Broad interstream divides on marine terraces, carolina bays on marine
terraces, flats on marine terraces
Landform position (three-dimensional): Dip, talf
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
Rains, drained
Percent of map unit: 5 percent
28

Custom Soil Resource Report
Landform: Carolina bays on marine terraces, flats on marine terraces, broad
interstream divides on marine terraces
Landform position (three-dimensional): Dip, talf
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
NoB—Norfolk loamy sand, 2 to 6 percent slopes
Map Unit Setting
National map unit symbol: 2v75y
Elevation: 30 to 450 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Norfolk and similar soils: 83 percent
Minor components: 17 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Norfolk
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Convex, linear
Across -slope shape: Convex, linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 14 inches: loamy sand
Bt - 14 to 65 inches: sandy clay loam
BC - 65 to 80 inches: sandy clay loam
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
29

Custom Soil Resource Report
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Wagram
Percent of map unit. 10 percent
Landform: Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Riser, rise
Down-slope shape: Linear, convex
Across -slope shape: Convex
Hydric soil rating: No
Goldsboro
Percent of map unit: 7 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
NoC—Norfolk loamy sand, 6 to 10 percent slopes
Map Unit Setting
National map unit symbol: 132sn
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Norfolk and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Norfolk
Setting
Landform: Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Shoulder
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 9 inches: loamy sand
E - 9 to 14 inches: loamy sand
30

Custom Soil Resource Report
Bt - 14 to 70 inches: sandy clay loam
C - 70 to 100 inches: sandy clay loam
Properties and qualities
Slope: 6 to 10 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: A
Hydric soil rating: No
Pa—Pactolus loamy sand
Map Unit Setting
National map unit symbol. 132x1
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Not prime farmland
Map Unit Composition
Pactolus and similar soils: 90 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Pactolus
Setting
Landform: Ridges on stream terraces, ridges on marine terraces
Landform position (three-dimensional): Tread
Down-slope shape: Concave, convex
Across -slope shape: Linear, convex
Parent material: Sandy fluviomarine deposits and/or eolian sands
Typical profile
Ap - 0 to 8 inches: loamy sand
C - 8 to 40 inches: loamy sand
Cg - 40 to 80 inches: loamy sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
31

Custom Soil Resource Report
Natural drainage class: Moderately well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95
to 19.98 in/hr)
Depth to water table: About 18 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 4.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3s
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Lumbee, undrained
Percent of map unit. 5 percent
Landform: Backswamps on stream terraces
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Pt—Pits
Map Unit Composition
Pits, sand: 100 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Pits, Sand
Setting
Parent material: Sandy fluviomarine deposits
Typical profile
C1 - 0 to 10 inches: sand
C2 - 10 to 80 inches: sand
Properties and qualities
Slope: 0 to 3 percent
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95
to 19.98 in/hr)
Depth to water table: About 0 to 6 inches
Available water storage in profile: Very low (about 2.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8s
Hydric soil rating: No
32

Custom Soil Resource Report
RaA—Rains fine sandy loam, 0 to 2 percent slopes, Southern Coastal
Plain
Map Unit Setting
National map unit symbol. 2v75b
Elevation: 30 to 330 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Rains, undrained, and similar soils: 70 percent
Rains, drained, and similar soils: 16 percent
Minor components: 14 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Rains, Undrained
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces,
carolina bays on marine terraces
Landform position (three-dimensional): Dip, talf
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
A - 0 to 8 inches: fine sandy loam
Eg - 8 to 13 inches: fine sandy loam
Btg - 13 to 72 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 9.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: B/D
Hydric soil rating: Yes
33

Custom Soil Resource Report
Description of Rains, Drained
Setting
Landform: Carolina bays on marine terraces, flats on marine terraces, broad
interstream divides on marine terraces
Landform position (three-dimensional): Dip, talf
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: fine sandy loam
Eg - 8 to 13 inches: fine sandy loam
Btg - 13 to 72 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available waterstorage in profile: High (about 9.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: B/D
Hydric soil rating: Yes
Minor Components
Lynchburg
Percent of map unit: 8 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Pantego, ponded
Percent of map unit. 6 percent
Landform: Flats, broad interstream divides
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: Yes
34

Custom Soil Resource Report
W—Water
Map Unit Composition
Water.' 100 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Water
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8w
Hydric soil rating: No
WAB—Wagram loamy sand, 0 to 6 percent slopes
Map Unit Setting
National map unit symbol. 132x9
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Wagram and similar soils: 90 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Wagram
Setting
Landform: Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across -slope shape. Convex
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 24 inches: loamy sand
Bt - 24 to 75 inches: sandy clay loam
BC - 75 to 83 inches: sandy loam
35

Custom Soil Resource Report
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 60 to 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2s
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Bibb, undrained
Percent of map unit: 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Johnston, undrained
Percent of map unit: 2 percent
Landform: Flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
WaC—Wagram loamy sand, 6 to 10 percent slopes
Map Unit Setting
National map unit symbol: 132xb
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Wagram and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
36

Custom Soil Resource Report
Description of Wagram
Setting
Landform: Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Shoulder
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 24 inches: loamy sand
Bt - 24 to 75 inches: sandy clay loam
BC - 75 to 83 inches: sandy loam
Properties and qualities
Slope: 6 to 10 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 60 to 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3s
Hydrologic Soil Group: A
Hydric soil rating: No
WaD—Wag ram loamy sand, 10 to 15 percent slopes
Map Unit Setting
National map unit symbol: 132xf
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Not prime farmland
Map Unit Composition
Wagram and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
37

Custom Soil Resource Report
Description of Wagram
Setting
Landform: Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 24 inches: loamy sand
Bt - 24 to 75 inches: sandy clay loam
BC - 75 to 83 inches: sandy loam
Properties and qualities
Slope: 10 to 15 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 60 to 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4s
Hydrologic Soil Group: A
Hydric soil rating: No

References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www nres.usda gov/wps/portal/
n res/detail/national/soils/?cid=nres142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nres.usda gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http:H
www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nresl42p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www nres.usda.gov/wps/portal/nres/detail/soils/
home/?cid=nres142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
39

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430 -VI. http://www.nres.usda.gov/wps/portal/
nres/detail/soils/scientists/?cid=nres 142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/?
cid=nres 142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl42p2_052290.pdf
40

APPENDIX E
Threatened Species Inventory

5/3/2018 Edgecombe County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Endangered Species, Threatened Species,Federal Species of Concern,
and Candidate Species,
Edgecombe County, North Carolina
Updated: 04-04-2018
Common Name
Vertebrate:
Bald eagle
Carolina madtom
Neuse River waterdog Range by
basin
Red -cockaded woodpecker
Southern hognose snake
Invertebrate:
Atlantic pigtoe
Dwarf wedgemussel Range by
basin
Green floater
Tar River spinymussel Range by
basin
Yellow lance Range by basin
Vascular Plant:
Nonvascular Plant:
Lichen:
Scientific name
Haliaeetus leucocephalus
Noturus furiosus
Necturus lewisi
Picoides borealis
Heterodon simus
Fusconaia masoni
Alasmidonta heterodon
Lasmigona subviridis
Parvaspina steinstansana
Elliptio lanceolata
Federal
Record Status
Status
Current
BGPA
Current
ARS
Current
ARS
Current
E
Historic
ARS
Obscure
ARS
Current
E
Current
ARS
Current
E
Current
T Historic
Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient information to support
listing. (Formerly "C1" candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
ARS = At Risk Species
FSC=Federal Species of Concern. FSC is an informal term. It is not defined in the federal Endangered Species
https://www.fws.gov/raleigh/species/cntylisVedgecombe.htm] 1/2

5/3/2018 Edgecombe County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Act. In North Carolina, the Asheville and Raleigh Field Offices of the US Fish and Wildlife Service (Service)
define Federal Species of Concern as those species that appear to be in decline or otherwise in need of
conservation and are under consideration for listing or for which there is insufficient information to support
listing at this time.Subsumed under the term "FSC" are all species petitioned by outside parties and other
selected focal species identified in Service strategic plans, State Wildlife Action Plans, or Natural Heritage
Program Lists.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance
with another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered
or threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental,
nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land,
for consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT",
respectively.
Bald and Golden Eagle Protection Act (BG PA)_
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de-
listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8,2007.
After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes the
primary law protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a
statutory definition of "take" that includes "disturb". The USFWS has developed National Bald Eagle
Management Guidelines to provide guidance to land managers, landowners, and others as to how to avoid
disturbing bald eagles. For mor information, visit http://www.fws,goy/migratorybirds/baldeagle.htm
Threatened due to similarity of appearance(T(S/A))_
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New
York south to Maryland) was listed as T (threatened), and the southern population (from Virginia south to
Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the
collection and interstate and international commercial trade of bog turtles from the southern population. The
T(S/A) designation has no effect on land management activities by private landowners in North Carolina, part of
the southern population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife
Service considers the southern population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known
records (in adjacent counties), the presence of potentially suitable habitat, or both.
https://www.fws.gov/raleigh/species/cntylist/edgecombe.htmi 2/2

5/3/2018 Species By County Report
U.S. Fish & Wildlife Service
ECOS
ECOS / Species Reports / Species By County Report
Species By County Report
The following report contains Species that are known to or are believed to occur in this county. Species with
range unrefined past the state level are now excluded from this report. If you are looking for the Section 7 range
(for Section 7 Consultations), please visit the IPaC application.
County: Edgecombe, North Carolina A CSV
Need to contact a FWS field office about a species? Follow this link to find your local FWS Office.
Recovery Recovery
Lead Recovery Plan Action Plan
Group Name Population Status Office Plan Status Stage
Amphibians Neuse River Wherever Under Raleigh
waterdog found Review Ecological
(Necturus Services
Lewis/) Field
Office
Birds Red -cockaded Wherever
woodpecker found
(Picoides
r lis)
Endangered Mississippi Red -
Ecological
cockaded
Services
Woodpecker
Field
Recovery
Office
Man,
Ecological
Second
Pyr gress
Revision
Implementation Final
Progress Revision
2
Clams Tar River
Wherever
Endangered Raleigh
Tar River
Implementation
Final
spinymussel
found
Ecological
S12inymussel
Pyr gress
Revision
(Elliptio
Services
1
steinstansana)
Field
Office
Clams Dwarf
Wherever
Endangered New York
Dwarf
Implementation
Final
wedgemussel
found
Ecological
Wedge
Progress
(Alasmidonta
Services
Mussel
heterodon)
Field
Office
Clams Yellow lance
Wherever
Threatened Assistant
RL'COVery.
Recovery
Outline
(Elliptio
found
Regional
Outline for
efforts in
lanceolata)
Director-
Yellow
progress, but
Ecological
Lance
no
Services
(Elliptio
implementation
lanceolate)
information yet
to display.
https://ecos.fws.gov/ecpO/reports/species-by-current-range-county?fips=37065 1/1

W-

2/2/2018
EFH Mapper
EFH Data Notice: Essential Fish Habitat (EFH) is defined by textual descriptions contained in the fishery
management plans developed by the regional Fishery Management Councils. In most cases mapping data can
not fully represent the complexity of the habitats that make up EFH. This report should be used for general
interest queries only and should not be interpreted as a definitive evaluation of EFH at this location. A
location -specific evaluation of EFH for any official purposes must be performed by a regional expert. Please
refer to the following links for the appropriate regional resources.
Query Results
Map Scale = 1:72,224
Degrees, Minutes, Seconds: Latitude = 35055'43" N, Longitude = 77039'24" E
Decimal Degrees: Latitude = 35.93, Longitude = -77.66
The query location intersects with spatial data representing EFH and/or HAPCs for the following
species/management units.
F
No EFH was identified at the report location.
Pacific Salmon EFH
No Pacific Salmon Essential Fish Habitat (EFH) were identified at the report location.
HAPG.
No Habitat Areas of Particular Concern (HAPC) were identified at the report location.
EFH Areas Protected from Fishing
No EFH Areas Protected from Fishing (EFHA) were identified at the report location.
https://www.habitat.noaa.gov/protection/efh/efhmapper/ 1/1

APPENDIX F
Historic Places Registry

r r..�
Scotland Nec::
Nlwako�s 1�71,111
Edgecombe County (7,
Draxe H,Dbgo,,d
Doa,h-
Arencial, L,!gp-Al
end
Speed
Y
O
P.,ra, I.
m
ro
Y"
Park
0�)
Concioc.
Eln, City
Bethe
Iu
Pinetop,.
Old Sp.r-L.
(T�
ac,l-fwld Crisp
Wilbank, Mplgji
Kingsboro Industrial Park
m
ro
Y"
121a

North C=arolina
Statc Historic Prescry tion 01- ice
Departinent of C ulo-iral Resources
Office of Archives and Historjr
NORTH CAROLINA LISTINGS IN THE
NATIONAL REGISTER OF HISTORIC PLACES
BY COUNTY
As of December 19, 2017
EDGECOMBE COUNTY
The Barracks (Tarboro) 2/18/1971
Batts House and Outbuildings (Speed vicinity) 4/5/2006
Bracebridge Hall (Old Sparta vicinity) 2/18/1971
Bracebridge Hall Boundary Increase and Additional Documentation (Macclesfield vicinity) 12/16/2005
Calvary Episcopal Church and Churchyard (Tarboro) 2/18/1971
Cedar Lane (Leggett vicinity) 4/15/1982
Coates House (Tarboro) 4/3/1973
Coolmore Plantation (NHL) (Tarboro vicinity) 2/18/1971
Cotton Press (Tarboro) 2/18/1971
Eastern Star Baptist Church (Gone) (Tarboro) 4/2/1980
Edgecombe Agricultural Works (Tarboro) 4/2/1980
Edgemont Historic District (Rocky Mount) 11/12/1999
Edgemont Historic District Boundary Expansion (Rocky Mount) 9/14/2002
The Grove (Tarboro) 2/18/1971
Howell Homeplace (Tarboro vicinity) 12/20/1984
Lincoln Park Historic District (Rocky Mount) 1/20/2012
Lone Pine (Tarboro vicinity) 11/6/1987
Mount Prospect (Gone) (Leggett vicinity) 11/20/1974
Dr. A.B. Nobles House and McKendree Church (Mercer vicinity) 6/19/1980
Oakland Plantation (Tarboro) 4/2/1980
Old Town Plantation (Battleboro vicinity) 1/20/1972
Piney Prospect (Old Sparta vicinity) 2/18/1971
Porter Houses and Armstrong Kitchen (Whitakers vicinity) 9/14/2002
Princeville School (Princeville) 1/9/2001
Quigless Clinic (Tarboro) 10/27/2000
Railroad Depot Complex (Gone) (Tarboro) 4/2/1980
Redmond-Shackleford House (Tarboro) 12/12/1976
Rocky Mount Central City Historic District (Rocky Mount) 6/19/1980
Rocky Mount Central City Historic District Boundary Incr. & Deer. & Add. Doc. (Rocky Mount)
8/27/2009
Saint John's Episcopal Church (Battleboro) 2/18/1971
Saint Paul Baptist Church (Tarboro) 4/2/1980
William and Susan Savage House (Leggett vicinity) 8/25/2014
Tarboro Historic District (Tarboro) 4/2/1980
Tarboro Town Common (Tarboro) 9/30/1970
The Grove (Tarboro) 2/18/1971
Vinedale (Pinetops vicinity) 7/15/1982
Walston-Bulluck House (Pender Museum) (Tarboro) 2/18/1971
Wilkinson -Dozier House (Conetoe vicinity) 10/23/1974
Worsley -Burnette House (Conetoe vicinity) 5/24/1990

APPENDIX G
Floodplain Map

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APPENDIX H
Approval Letter From In -Lieu Fee Program
(NC Division of Mitigation Services)
Impact Table
Impact Maps

Mitigation Services
ENV IRONME NTAL QUALITY
February 27, 2018
Eric Evans
Edgecombe County
PO Box 10
Tarboro, NC 27886
Project: Kingsboro Industrial Park
ROY COOPER
MICHAEL S. REGAN
Expiration of Acceptance: 8/28/2018
County: Edgecombe
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification/CAMA permit within this time frame, this
acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS
receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and
payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by
an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location i Impact Type Impact Quantity
(8 -digit HUCI_
Tar -Pamlico 03020101 Zone 1 5,970
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
Jame. Stanfill
Asset' magement Supervisor
cc: William tarsen, PE, agent
State of North Carolina I Environmental Quality I Mitigation Services
1652 Mail Service Center I Raleigh, NC 27699-1652 1 217 W. Jones Street, Suite 3000
919 707 8976 T

Aquatic
Flow Regime
Fill Length
Fill Area of
Duration of
Regulated Discharge of Fill Material
Resource ID
or Cowardin
of Stream
Wetland (ac)
Fill
Activity
Class
PFO1C
(If)
N/A
Material
Crossing 1
0.02
Temporary
Open Cut Trench
WC
Crossing 2A
PFOIA
N/A
0.02
Permanent
Permanent Conversion (PFO to PEM)
WC 2A
Crossing 2B
PFOIA
N/A
0.06
Permanent
Permanent Conversion (PFO to PEM)
WC 2B
Crossing 3
PFOIA
N/A
0.01
Permanent
Permanent Conversion (PFO to PEM)
WC
Crossine 4
PFOIA
N/A
0.03
Permanent
Permanent Conversion (PFO to PEM)
WC
Crossing 5A
PFOIA
30
0.06
Permanent
Permanent Conversion (PFO to PEM)
WC 5A
Crossing 5B
PFOIA
N/A
0.01
Permanent
Permanent Conversion (PFO to PEM)
WC 5B
Crossing 5C
PFOIA
30
0.01
Permanent
Permanent Conversion (PFO to PEM)
WC 5C
Crossing 6A
PFOIA
20
0.06
Permanent
Permanent Conversion (PFO to PEM)
WC 6A
R4SBC
Crossing 6B
N/A
0.01
Temporary
Open Cut Trench
WC 6B

Buffer Impact Stream impact
Number Number
Permanent (P) or
Temporary (T)
Perennial (PER) or
Intermittent (INT)
Impact
Length (FT.)
Total Zone 1
Impact (SQFT.)
Total Zone 2
Impact (SQFT.)
Sheet
Comments
Angle to Stream
Regulated
Discharge or Fill
Material Activity
B1 S1
P
PER
30
728
580
C.4.1
No Mitigation Required
Perpendicular
Open Cut
B2
P
-
N/A
1,210
C.4.1
No Mitigation_ Required
Parallel
Open Cut
63
P
Open Cut
W2 -A
IDS
1,811
C.4.1
C.4.2
Parallel
Open Cut
B4
P
W2-13
P
N/A
1,475
C.4.1
No Mitigation Required
Parallel
Open Cut
B5
P
P
0.01
444
1,588
C.4.2
-
Parallel
Open Cut
B6
P
0.03
1,523
99 _
305
CA 2
Mitigation Required
Parallel
Open Cut
137
P
2,621
C.4.3
N/A
391
C.4.2
No Mitigation Required
Parallel
Open Cut
138
P
CA 3
1314-1315
e
4,244
C.4.2
Mttigatton Requirred
Parallel
Open Cut
139
P
614-1315
Area 25 Sheet 13
45
1,922
C.4.3
Mittgation Required
Parallel
Open Cut
B10
P
Area 26 Sheet 13
Yes
N/A
464
C.4.3
No Mitigation Required
Parallel
Open Cut
B11
P
No
Open Cut
N/A
1,142
C.4.3
No Mitigation Required
Parallel
Open Cut
B12
P
N/A
560
C.4.3
No Mitigation Required
Parallel
Open Cut
B13
P
N/A
947
C.4.3
No Mitigation Required
Parallel
Open Cut
B14
P
N/A
1,110
C.4.3
No Mitigation Required
Parallel
Open Cut
B15
P
N/A
2,871
C.4.3
No Mitigation Required
Parallel
Open Cut
B16
P
37
1,424
CAA
h4itigation Required
Parallel
Open Cut
B17 S2
I P
I PER
30
1 729
1 1,716
1 C.4.4
I No Mitigation Requied
I Perpendicular
I Open Cut
Total 1 60 1 2,857 1 23.760
Mitigation Area 1 1 1,400 1 -
Wetlands Impact
Number
Permanent(P)or
Temporary (T)
Impact Area
Sheet
Mitigation
Comments
Acre
Square Feet
TWC Plan
Impact Page
Corps JD
Sheet
W1
T
0.02
871
C.2.5
Area 41 Sheet 31
No
Open Cut
W2 -A
P
0.02
871
C.4.2
B7
Area 16 Sheet 12
Yes
Permanent Conversion (PFO to PEM)
W2-13
P
0.06
2,614
C.4.2
B7
Area 16 Sheet 12
Yes
Permanent Conversion (PFO to PEM)
W3
P
0.01
609
C.4.3
139-1310
Area 17 Sheet 12
Yes
Permanent Conversion (PFO to PEM)
W4
P
0.03
1,523
C.4.3
B12 -B13
Area 22 Sheet 13
Yes
Permanent Conversion (PFO to PEM)
W5 -A
P
0.06
2,621
C.4.3
1314-615
Area 23 Sheet 13
Yes
Permanent Conversion (PFO to PEM)
W5-13
P
0.01
417
CA 3
1314-1315
Area 24 Sheet 13
Yes
Permanent Conversion (PFO to PEM)
W5 -C
P
0.01
475
C.4.3
614-1315
Area 25 Sheet 13
Yes
Permanent Conversion (PFO to PEM)
W6 -A
P
0.06
2,575
CAA
B16
Area 26 Sheet 13
Yes
Permanent Conversion (PFO to PEM)
W6 -B
T
0.01
360
CAA
B17
Area 27 Sheet 13
No
Open Cut
0.30
12.936
Mitigation Area ! 0.27 1 12.065.00 J

1 ` 1 1. CONTRACTOR SHALL UTILIZE CREEK/DITCH DEWATERING/
BYPASSING AS NEEDED TO PREVENT DAMAGE TO CHANNEL
DURING CONSTRUCTION AS WELL AS TO MITIGATE DAMAGE
FOLLOW DOWNSTREAM SEDIMENT
LOWG DANCE ONSHEET C 8.2 DETAILS
F. RC0HALL
6,7AND
CONTRACT SPECIFICATIONS.
2. AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE, OWNER
WILL MAINTAIN A 10 PERMANENTLY MAINTAINED MAINTENANCE
CORRIDOR AT STREAM CROSSING LOCATIONS. THE REMAINDER
OF THE EASEMENT AT THESE CROSSINGS WILL BE ALLOWED
TO RETURN TO EXISTING CONDITIONS.Lu
z
STREAM CROSSING S1 0 4i
(PERENNIAL) \ �\ ' CD
IMPACT LENGTH= 16 FT. - ` \ Lu
NEW 224 LF OF SILT FENCE
o�
BUFFER/IMPACT B1 /®� Y
/ j I TOTAL ZONE 1 IMPACT= 2,202 SQ.FT. (T)
J f \ \ /,ko TOTAL ZONE 1 IMPACT= 728 SQ.FT. (P)
TOTAL ZONE 2 IMPACT= 1,735 SQ.FT. (T)
f J� / , f1 r, •�� x TOTAL ZONE 2 IMPACT- 580 SQ.FT. (P)
NEW 377.92 OF 30" PVC
GRAVITY SEWER @ 0.09%
SILT FENCE OUTLET I
. 1 l By
�T E 5 IIr v wo wr.
_ \ 2 \\
APRIL 271
IpiC 1'•
NAE) 83 (2011) 30 15 0 30 60 90
SHEET
SCALE: 1'' = 30' B1

1 1 } I
d
a
1 I I
`
1
jn
\ \ \ o
\ x \ 1 BUFFER IMPACT B2 2E
\ TOTAL ZONE 1 IMPACT- 0 SQ.FT \ c
TOTAL ZONE 2 IMPACT= 1,210 SQ.FT. x
Lu
e \el
NEW MH -3 (WATERTIGHT
\ _ \ LID W/ VENT).OUTSIDE DROP \ o
RIM ELEV.6O.O1' \ \ ow
INV. IN 49.20 \- \ \ 0S LL
INV. OUT 43.20 u m
� \ S
1 ' �,�OQ \ L \ \ \ LIMITED OF DISTURB CES \ \ \
30 FT. WIDTH \
r �
SILT FENCE OUTLET - _ r r I �o' `� _ _Y.YML
APFUL X14
2011) 30 15 0 30 60 90
NAD 83 (2011) SHEET
SCALE: 1'' = 30' B2
d
a
r
z
\ \ \ o
\ x \ 1 BUFFER IMPACT B2 2E
\ TOTAL ZONE 1 IMPACT- 0 SQ.FT \ c
TOTAL ZONE 2 IMPACT= 1,210 SQ.FT. x
Lu
e \el
NEW MH -3 (WATERTIGHT
\ _ \ LID W/ VENT).OUTSIDE DROP \ o
RIM ELEV.6O.O1' \ \ ow
INV. IN 49.20 \- \ \ 0S LL
INV. OUT 43.20 u m
� \ S
1 ' �,�OQ \ L \ \ \ LIMITED OF DISTURB CES \ \ \
30 FT. WIDTH \
r �
SILT FENCE OUTLET - _ r r I �o' `� _ _Y.YML
APFUL X14
2011) 30 15 0 30 60 90
NAD 83 (2011) SHEET
SCALE: 1'' = 30' B2

1. CONTRACTOR SHALL UTILIZE CREEK/DITCH DEWATERING/
BYPASSING AS NEEDED TO PREVENT DAMAGE TO CHANNEL
DURING CONSTRUCTION AS WELL AS TO MITIGATE DAMAGE
DOWNSTREAM FROM SEDIMENT RUNOFF. CONTRACTOR SHALL
FOLLOW GUIDANCE ON SHEET C.8.2 DETAILS 6, 7 AND
CONTRACT SPECIFICATIONS. A
4 \ \ R
� B
� L \
2. AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE, OWNER r•-
WILL MAINTAIN A 10' PERMANENTLY MAINTAINED MAINTENANCE BUFFER IMPACT B3 ` W 0 0 D S
CORRIDOR AT STREAM CROSSING LOCATIONS. THE REMAINDER \ TOTAL ZONE 1 IMPACT= 102 SQ.FT.
,
OF THE EASEMENT AT THESE CROSSINGS WILL BE ALLOWED , TOTAL ZONE 2 IMPACT= 1811 Q.FT.
TO RETURN TO EXISTING CONDITIONS. z
Ex. Buried \ \
7. v _
24' CMP
`` �ZV
.NEW MH -4 'y
NEW 372.13 OF 30" PVC_ — — �� RIM ELEV. 65.67' J o
�. GRAVITY SEWER 0.09/__—� INV. IN 49.74' — — �` ` 75
\ — 1 �1_ INV. OUT 49.54' m _
cx. Washout I a
6S P X. i08
� �_ `� \ -�_ -_�_� �� ~' `� �� � `���' •f /� 7` ,l � �._ 'jam �_ `�
_� \ -syr - _ - SILT FENCE OUTLET %- -
�'--___;
r SILT FENCE OUTLET
j
f?NE
9,9 HEME➢ BY:
MRIL 201
40 20 0 40 80 120 Ex. TOE -
NAD 83 (2011) 1 SHEET
SCALE: 1'' = 40' B3

75
------NEW MH -5
(WATERTIGHT LID—
W/ VENT).
—RIM ELEV. 63.12'
INV. IN 50.29' _ —
INV. OUT 50.09'
---------------ARCC1-2+00
C)
LLI
Lu
x
CIL
— — _ RE
_20n1E ? NEW PERMANENT EASEMENT 1 ,1 • �� ` ` '� ow
30' WIDE (15' EACH SIDE OF 1 ` ` _ - c _ -_ _� LL
w = GRAVITY SEWER LINE).
•'��/'l-��� �C9��0. J�
TOTAL ZONE 1 IMPACT- 0 S
BUFFER IMPACT 64 Q.FT.' -
ti TOTAL ZONE 2 IMPACT- 1,475 S4.FT.
ARAL
NAD 83 (2011 ) 30 15 0 30 60 90
SHEET
Omni
SCALE: 1'' = 30' B4

\ \ \per
o p \
1
1. CONTRACTOR SHALL UTILIZE CREEK/DITCH DEWATERING/
BYPASSING AS NEEDED TO PREVENT DAMAGE TO CHANNEL
DURING CONSTRUCTION AS WELL AS TO MITIGATE DAMAGE
DOWNSTREAM FROM SEDIMENT RUNOFF. CONTRACTOR SHALL
FOLLOW GUIDANCE ON SHEET C.8.2 DETAILS 6, 7 AND
CONTRACT SPECIFICATIONS. ZL
2. AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE, OWNER
WILL MAINTAIN A 10' PERMANENTLY MAINTAINED MAINTENANCE
CORRIDOR AT STREAM CROSSING LOCATIONS. THE REMAINDER
OF THE EASEMENT AT THESE CROSSINGS WILL BE ALLOWED
TO RETURN TO EXISTING CONDITIONS.
r
NEW 225.23 OF 30" PVC \ \ \ \
GRAVITY SEWER @ 0.097 \ \ \
',,NEW
NEW MH -6
RIM ELEV.70.05' \
INV. IN 50.71'
INV. OUT 50.51'
f/SILT FENCE OUTLET
BUFFER IMPACT B5
TOTAL ZONE 1 IMPACT= 444 SQ.FT.—
\--iz� A , TOTAL ZONE 2 IMPACT= 1,588 SQ.FT.
BUFFER IMPACT B6
TOTAL ZONE 1 IMPACT=0 SQ.FT.
TOTAL_ ZONE 2 IMPACT - 305 SQ.FT.
30 15 0 30 60 90
SCALE* 1'' = 30'
0
SHEET
B5 -B6

.i
1
NEW PERMANENT EASEMENT
I I 30' WIDE (15' EACH SIDE OF
NEW MH -7 (WATERTIGHT / �' / —� / of / GRAVITY SEWER LINE).
LID W/ VENT) OUTSIDE DROP i�� // r — ~cx. We(/ands
RIMELEV. 65.83'
/ INV. IN 55.60'
INV. IN 51.18' / / f/ r J r /
-INV. OUT 50.98'
)oLu I
CD
70
Lu
W2-6 IMPACT .�
(0.02 IMPACT _ �J I/ r"(006 AC]
STUB 4 LF 18" DIP O 0,35X – J
AND CAP GRAVITY LINA
- I l
l Ir ' -IJ f ��i'��4 f F. Fr15 ow s
BUFFER IMPACT B7__ f l z Y
TOTAL ZONE 1 IMPACT- 0 SQ.FT.
TOTAL ZONE 2 IMPACT- 391 SQ.FT. f1
OVERLAP WIWETLAND - 116 SQ.FT.-
I
FUTURE 2 a 9'x7' l f
1• ��� RCBC BY OTHERS-- fir
�.. w
it
"mCA
-
APRIL 801
2D ~_ 0 40% i 80 t20 NORZ:,•.
f 1 J f
SHEET
—— f
Not SCALE. 1" -B7

NEW 370.74 OF 18" PVC
GRAVITY SEWER @ 0.35/ /
r Ex- Werlands
z
LU
a
— - CD
NEW MH -8 (WATERTIGHT / r L
f — i LID W/ VENT)
RIM ELEV. 71.98' /
INV.
_ IN 57.03'
-INV- OUT 56.83 Vr
fr r
Ex. roe
W2 -B IMPACT, o
(0.06 AC)
BUFFER IMPACT B8�,
TOTAL ZONE 1 IMPACT= 673 SQ.FT.
TOTAL ZONE 2 IMPACT= 4,244 SQ.FT.
---__ ,,� r► OVERLAP W/WETLAND = 235 SQ.FT.
/
r r r
� v- rr r frrrrf �
l r r r l r r r r r r
r�99
BY:
acm n
wK
APRIL dl
� r � HOR7:1'-32
613 30 15 0 30 60 90
SHEET
E
SCALE 1" = 30' B8

\ a
BUFFER IMPACT B9
\ \ TOTAL ZONE 1 IMPACT- 45 SQ.FT.
TOTAL ZONE 2 IMPACT= 1,922 SQ.FT.
NEW 370.74 LF 18" PVC ¢ _
f \ GRAVITY SEWER @ 0.35% 1
ui
W3 IMPACTLu
1 L
(0.01 AC) BUFFER IMPACT B10
TOTAL ZONE 1 IMPACT= 0 SQ.FT.
TOTAL ZONE 2 IMPACT- 464 SQ.FT.
�
f
I
'� � 115 , ` `� ��. ��--�— l \i�.�. !\}\ �• \ � \ �
1 14 I Ex. Wetlands,-
1. CONTRACTOR SHALL UTILIZE CREEK/DITCH DEWATERING/
BYPASSING AS NEEDED TO PREVENT DAMAGE TO CHANNEL
DURING CONSTRUCTION AS WELL AS TO MITIGATE DAMAGE
DOWNSTREAM FROM SEDIMENT RUNOFF. CONTRACTOR SHALL \ 1
FOLLOW GUIDANCE ON SHEET C.8.2 DETAILS 6, 7 AND \ el
CONTRACT SPECIFICATIONS. NEW MH -9 (WATERTIGHT ti
LID W/ VENT)
2. AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE, OWNER \RIM ELEV. 71.95'
WILL MAINTAIN A 10' PERMANENTLY MAINTAINED MAINTENANCE -_= _�C •INV. IN 58.52'
CORRIDOR AT STREAM CROSSING LOCATIONS. THE REMAINDER —INV. OUT 58.32' f -�
OF THE EASEMENT AT THESE CROSSINGS WILL BE ALLOWED
TO RETURN TO EXISTING CONDITIONS.
�R7:,•=
30 15 0 30 60 90
LBB
HEET
SCALE: 1'' = 30' -B10

NEW PERMANENT EASEMENT
30' WIDE (15' EACH SIDE OF
GRAVITY SEWER LINE).
\ � 1
— NEW MH -10
RIM ELEV.74.94'
INV. IN 59.64'
INV. OUT 59.44',
NEW 301.30 OF 4' PVC f
GRAVITY SEWER @ 0.35%
r
LIMITED OF DISTURBANCE
30 FT. WIDTH
� f
Ex. Wet/ands �_ _ %Q ~ -
1. CONTRACTOR SHALL UTILIZE CREEK/DITCH DEWATERING/
BYPASSING AS NEEDED TO PREVENT DAMAGE TO CHANNEL
DURING CONSTRUCTION AS WELL AS TO MITIGATE DAMAGE
DOWNSTREAM FROM SEDIMENT RUNOFF. CONTRACTOR SHALL
FOLLOW GUIDANCE ON SHEET C.8.2 DETAILS 6, 7 AND
CONTRACT SPECIFICATIONS.
4
2. AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE, OWNER
WILL MAINTAIN A 10' PERMANENTLY MAINTAINED MAINTENANCE
CORRIDOR AT STREAM CROSSING LOCATIONS THE REMAINDER
'T8
s
— — — SILT FENCE OUTLET �-
Ex. Buffer
� � l
BUFFER IMPACT B11----- ------ -- ..
TOTAL ZONE 1 IMPACT- 0 SQ.FT.
TOTAL ZONE 2 IMPACT= 1,142 SQ.FT. Z
OF THE EASEMENT AT THESE CROSSINGS WILL BE ALLOWED — w
TO RETURN TO EXISTING CONDITIONS.
30 15 0 30 60 90
SCALE 1'' = 30'
o�
o�
HOPI:
SHEET
R11

Ex. Wetlands-•.
\ NEW 288.42 OF 18" PVC TI? r /
/ GRAVITY SEWER @ 0.351
/ BUFFER IMPACT B13_
/ TOTAL ZONE 1 IMPACT- 0 SQ.FT._
TOTAL ZONE 2 IMPACT= 947 SQ.FT. —
OVERLAP W/ WETLAND - 160 SQ.FT.
W4 IMPACT 1
/ l (0.03 AC)Ar
BUFFER IMPACT B12 f� ' r r ■�� w
TOTAL ZONE 1 IMPACT= 0 SQ.FT. �� ~
-I
�I � - \ j CD
TOTAL ZONE 2 IMPACT= 560 SQ.FT. 3
Lu
■
NEW MH
i
RIM ELEV. 75.83' L/
\ INV. IN 60.89'
INV. OUT 60.69 -
r
L.Ex- Wetlands00
m
iif f
T
PPRLL ::
HORZ: 1' • 3:
30 15 0 30 60 90
SCALE: 1'' = 30'
SHEET
12-B13

r — LbUr r tK IMF'A(; I b -A '/! � I
TOTAL ZONE 1 IMPACT- 0 SQ.FT.
TOTAL ZONE 2 IMPACT= 1,110 SQ.FT.
OVERLAP W/WETLAND - 664 SQ.FT.
OF THE EASEMENT AT
TO RETURN TO EXISTIi
~� 30 15 0 30 60 90
SCALE 1'' = 30'
HO11'=SHEET14-B
NEW MH -12 (WATERTIGHT--
WATERTIGHT-LID
LIDW/ VENT) —
-- BUFFER IMPACT B15�
j o`
W5 -A IMPACT i
RIM ELEV. 73.03
TOTAL ZONE 1 IMPACT- 0 SQ.FT.
= Ex. Wetlands-
(0.06 AC) i
INV. IN 62.09'
--TOTAL ZONE 2 IMPACT= 2,871 SQ.FT.
�\
INV. OUT 61.89' —_
OVERLAP W/ WETLAND- 683 SQ.FT.
Y6`
E;- I've
E \ TOB
n
r — LbUr r tK IMF'A(; I b -A '/! � I
TOTAL ZONE 1 IMPACT- 0 SQ.FT.
TOTAL ZONE 2 IMPACT= 1,110 SQ.FT.
OVERLAP W/WETLAND - 664 SQ.FT.
OF THE EASEMENT AT
TO RETURN TO EXISTIi
~� 30 15 0 30 60 90
SCALE 1'' = 30'
HO11'=SHEET14-B

1. CONTRACTOR SHALL UTILIZE CREEK/DITCH DEWATERING/
BYPASSING AS NEEDED TO PREVENT DAMAGE TO CHANNEL
DURING CONSTRUCTION AS WELL AS TO MITIGATE DAMAGE
\ \ \ DOWNSTREAM FROM SEDIMENT RUNOFF. CONTRACTOR SHALL
FOLLOW GUIDANCE ON SHEET C.8.2 DETAILS 6, 7 AND
CONTRACT SPECIFICATIONS. 0
\ s
\ \ \ \ \ \ \ \ \ 2. AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE, OWNER
\ NEW MH -13 \ \ WILL MAINTAIN A 10' PERMANENTLY MAINTAINED MAINTENANCE
RIM ELEV. 73.84' \ CORRIDOR AT STREAM CROSSING LOCATIONS. THE REMAINDER
INV. IN 63.15'
—INV. OUT 62.95' _ — OF THE EASEMENT AT THESE CROSSINGS WILL BE ALLOWED
5 _ \ - i TO RETURN TO EXISTING CONDITIONS.
,• � -- �
NEW 183.42 OF 18" PVC \ o q 3'
\ z
GRAVITY SEWER 0.35/ \ 1 F
EX. wetlonis
CDLu
W6 -A IMPACT., I
(0.06 AC)LOD
\
�}}1p awr 1 \ o 8
r— ------
1
ZONE 2
_ •' ■ ■ _ NEW PERMANENT EASEMENT -�
�r ■■4____ — 30' WIDE (15' EACH SIDE OF
\ GRAVITY SEWER LINE).
BUFFER IMPACT 616
TOTAL ZONE 1 IMPACT- 329 SQ.FT. ��
TOTAL ZONE 2 IMPACT- 3,727 SQ.FT.
OVERLAP W/ WETLAND- 1,277 SQ.FT.
WL
WAL
gCf�J�L��1�
APRIL 7G1
•. HORZ: '
30 15 0 30 60 90 •� <10
SHEET
SCALE: 1'' = 30' B16

i NEW MH -148S BUFFER IMPACT 617, / / e
RIM ELEV. 76.14 f ` {
� _. TOTAL ZONE 1 IMPACT= 2,726 SQ.FT. (T) � • J. ?� �� � ,.
\ /r7 INV. IN 64.00' t TOTAL ZONE 1 IMPACT- 729 SQ.FT. (P)
INV. OUT 63.80' OVERLAP W/ WETLAND= 88 SQ.FT.
\ ` TOTAL ZONE 2 IMPACT- 4,212 SQ.FT.
TOTAL ZONE IMPACT= 1,716SQ.FT.-iN�
NEW 286.33 OF 18" PVC_
y GRAVITY SEWER @ 0.351 t /
C) it
polo-
_� p� \ `— / / ( It ;//• / `azo
r
F
W
F7
ZONE
Ex.
Wetlond-
\
STREAM CROSSING
S2�.
(PERENNIAL)
IMPACT LENGTH- 17
FT.
r
ZONE
1. CONTRACTOR
SHALL UTILIZE CREEK/DITCH
DEWATERING/
�.
BYPASSING AS
NEEDED TO PREVENT DAMAGE
TO CHANNEL
W6 -B IMPACT
(0.01 AC)
DURING CONSTRUCTION AS WELL AS TO MITIGATE DAMAGE �\
DOWNSTREAM FROM SEDIMENT RUNOFF. CONTRACTOR SHALL \�� ^� I� NEW MH -15 (WATERTIGHT
FOLLOW GUIDANCE ON SHEET C.8.2 DETAILS 6, 7 AND , I' f� LID W/ VENT)
CONTRACT SPECIFICATIONS. RIM ELEV. 77.96'
INV. OUT 65.00'
2. AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE, OWNER
WILL MAINTAIN A 10' PERMANENTLY MAINTAINED MAINTENANCE
� �� ��
CORRIDOR AT STREAM CROSSING LOCATIONS. THE REMAINDER � �- "z
OF THE EASEMENT AT THESE CROSSINGS WILL BE ALLOWED
TO RETURN TO EXISTING CONDITIONS.
30 15 0 30 60 90
SCALE: 1" = 30'
�I
W�:,'.m
SHEET
B17

APPENDIX I
Documentation of Corps or State Jurisdictional Wetland or
Stream Determinations

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2008-02741
U.S.G.S. Quad: Hartsease
County: Edgecombe
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Charlie Harrell
Address: Edgecombe Board of C_ ommissioners
P.O. Box 10
Tarboro, NC 27886
Telephone No.: 252-641-7834
Property description:
Size (acres) 1206 Nearest Town Tarboro
Nearest Waterway Tar River River Basin Tar -Pamlico
USGS HUC 03020103 Coordinates N 35.9258 W -77.6524
Location description The site is 1206 acres of mix forested and oreviously farmed land bordered to the north by US
HWY 64 to the south by US HWY 64 By -Pass, to the east by Harts -Mill Rd, and to the west by Kin sboro Rd. The site
contains a portion of Walnut Creek, and several wetlands and unnamed tributaries of Walnut Creek.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 12/20/2013. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
w There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2

Action. ID:
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311), If you have any questions regarding this
determination and/or the Corps regulatory program., please contact Thomas Brown at 919-554-4884 ext 22.
C. Basis For Determination
1987 Corns Wetland Delineatino Manual and Established OHWM.
D. Remarks
Site visit to verify limits of WoUS was conducted on May 6, 2008.
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Jean Manuele, Field Office Chief,
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
3331 Heritage Trade Dr., suite 105
Wake Forest, NC 27587
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 02/1812014.
**It is not necessary to submit an RPA form to the District Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date December 20, 2013 Expiration Date December 20, 2018
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 http.//re 7uy� latory.usacesurto
complete the survey online.
Copy famished:
Soil Horizons, Inc.
Attn: John R. Davis
P.O, Box 1063
Youngsville, NC 27596
Page 2 of 2

;4, TIFICATION OF AI}MINISTRAJIVE APPEAL.O.PlIONS ANDPROCESS ANIS
REQUEST
REQUEST FOR APPEAI,
� 5_;,-„
TApplicant: be Board of Commissioners File Number: SAW -2008-02741
Charlie Harrell
Date: 12/20/2013
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)_
A
PROFFERED PERMIT LStandard Permit or Letter of )ermission
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I The following identifies.youx rights,arid options reg ardin. ani administrative appeal of the above.'decision:. Additioiial `
information maybe found at Iitt 3://\vww. sa •e.arni,nui/inet/fiuYclions/c%v/cec\vo/re or.
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permiuit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
pernit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having deternined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for filial
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERIMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINA'T'ION: You may accept or appeal the approved JD or provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD, failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDIC'T'IONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary
JD. The Preliminary JD is not appealable, If you wish, you may request an approved JD (which may be appealed), by contacting the
Corps district for further instruction, Also you may provide new information for further consideration by the Corps to reevaluate the
JD.
ERMIT:.
SECTION II -REQUEST FOR APPEAL or OBJECTIONS TO AN INITIALPROFFERED PERMIT:.:;-
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
REASONS
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record
of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the
administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may
provide additional information to clarify the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFOPNIATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may also
appeal process you may contact:
contact:
District Engineer, Wilmington Regulatory Division, Attn:
Mr. Jason Steele, Administrative Appeal Review Officer
Thomas Brown
CESAD-PDO
Raleigh Regualtory Field Office
U,S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Dr, Suite 105
60 Forsyth Street, Room IOM15
Wake Forest, NC 27587
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants,
to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site
investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For• appeals on Initial Proffered Permits send t/lis forma to:
District Engineer, Wilmington Regulatory Division, Attn: Thomas Brown, 69 Darlington Avenue, Wilmington, North
Carolina 28403
Tor Permit denials, Proffered Permits and approved Jurisdictional Determinations send this firr in to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: 1%1r. Jason Steele, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room ION115, Atlanta, Georgia 30303-8801
Phone: [phone]

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Preliminary Site Concept Drawing

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APPENDIX K
Stormwater Management Plan with Proof of Approval
(Not Applicable No Environmental Document Required)
NEPA or SEPA Approval Letter
(Not Applicable No Environmental Document Required)

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IPP Post
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` NEW WETWELL I I NEW 75.49 OF 30 DIP \ \
RIM ELEV. 63.59' GRAVITY SEWER 0.52% \ \ \ \ \
11, INV. IN 42.00
1 tl I I NEW 82.10 OF 30" PVC \ \ \ \
' PP GRAVITY SEWER 0 0.09%
NEW MH -2 (WATERTIGHT \\ \\ \ \ \ \ \
o \NEW PUMPSTATION
N \ LID W/ VENT)
w RIM ELEV. 61.21/ /
SEE SHEET C.5.2.,INV. IN 42.86'
N -INV. OUT 42.66'_ /��� W o 0 D \
\ Worn \ Y ,
` I �--FOC\ post Z I g ;I z w STREAM CROSSING S1 \\ 1 \ \ \
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IMPACT LENGTH- 16 FT \
- > \
Ex. Abandoned Wel/ _ _NEW 228 LF OF SILT FENCE \ \ l -
\I /
NEW MH -1
RIM ELEV. 63.88'
\ - 0\e- BUFFER IMPACT B1
nlru/ in'. cnorC" K.ninl I I - l.r - \ -� INV. IN 42.59' f ,. TOTAL ZONE 1 IMPACT- 2,202 SQ.FT. (T)
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` NEW WETWELL I I NEW 75.49 OF 30 DIP \ \
RIM ELEV. 63.59' GRAVITY SEWER 0.52% \ \ \ \ \
11, INV. IN 42.00
1 tl I I NEW 82.10 OF 30" PVC \ \ \ \
' PP GRAVITY SEWER 0 0.09%
NEW MH -2 (WATERTIGHT \\ \\ \ \ \ \ \
o \NEW PUMPSTATION
N \ LID W/ VENT)
w RIM ELEV. 61.21/ /
SEE SHEET C.5.2.,INV. IN 42.86'
N -INV. OUT 42.66'_ /��� W o 0 D \
\ Worn \ Y ,
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1 I 4x3 y, 1+p° ` I N a - (PERENNIAL)
IMPACT LENGTH- 16 FT \
- > \
Ex. Abandoned Wel/ _ _NEW 228 LF OF SILT FENCE \ \ l -
\I /
NEW MH -1
RIM ELEV. 63.88'
\ - 0\e- BUFFER IMPACT B1
nlru/ in'. cnorC" K.ninl I I - l.r - \ -� INV. IN 42.59' f ,. TOTAL ZONE 1 IMPACT- 2,202 SQ.FT. (T)
Lx. �uFrur WI W NEW � \
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IP GRAVITY SEWER Q 0.09% \ \ D 1
SIS - FENCE OUTLET Ex. Floodplain \ \\ \ \\ \ -� r - - Ji GRAVITY SEWER 0 0.097
/
- - - / �_ b- BUFFER IMPACT B2 ® \ L \ \ \
A A L V BUFFER IMPACT B3 4 1 /
NOTAL ZONE 1 IMPACT- 0 SQ.FT
\ TOTAL ZONE 1 IMPACT= 102 SQ.FT.
Ex. wingwoll X% \ �\ j //�'\\ \ TOTAL ZONE 2 IMPACT= 1,210 SQ.FT (T)\\ \ \ \\ \ TOTAL ZONE 2 IMPACT- 1,811 SQ.FT. - . _ NEW MH -5 I //
\\ 7x TOTAL ZONE 2 IMPACT- 382 SQ.FT. (P) \ /
\ \ • � (WATERTIGHT LID i
\ `.N W AN �a�RIM .12'_
NEW MH -3 (WATERTIGHT \ Ex. Buried \ W 0 0 D S E PERMANENT ENT ASEM ELEV 63
ate \ \ \ \ 24" CMP \ \ 30 WIDER(15 EACHESIDE OF ' __ INV. IN 50.29' -
LID
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\ 1 NEW 539 LF OF 2 \ _\ NEW MH -4 \ GRAVITY SEWER LINE). INV. OUT 50.09' - -_ - 'y
s \ \ ` \ 2', �� \ RIM ELEV. 60.01 \ \ \ 0 RIM ELEV. 65.67' \ / - - - _ - - �
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/1 \ \ \ \ INV. IN 49.20 NEW 372.13 OF 30" PVC \ m ��
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INV. OUT 43.20 GRAVITY SEWER 9 0.09% \ _NEW 389.97 OF 30 PVC- i / ----- -
/ m \ \ \ INV. OUT 49.54 7 �-
/ \ \ \ CLEAR &GRUBBING m GRAVITY SEWER 0.09% - r
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---
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_ _ _ _ `\ � " TOTAL ZONE 2 IMPACT= 75
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- - - / �_ b- BUFFER IMPACT B2 ® \ L \ \ \
A A L V BUFFER IMPACT B3 4 1 /
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\\ 7x TOTAL ZONE 2 IMPACT- 382 SQ.FT. (P) \ /
\ \ • � (WATERTIGHT LID i
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—� Ex. 1o'x10'Culvert \ 1 `•-. / SILT FENCE ` ` \ \� - \ - / / - _. - - - _ -
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1 3 ` _IMPACT B4`-
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---
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AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE, OWNER
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OF THE EASEMENT AT THESE CROSSINGS WILL BE ALLOWED
TO RETURN TO EXISTING CONDITIONS. 4
Notify NC811 Three Full Working Days Before Digging 1 / / / / / e /
Ex. 4" Water Main / / / / \
Dial 811 or 1-800-632-4949, or visit www.nc8ll.org s /��
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/ //
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BUFFER IMPACT B5 / / ' n, -" r �" / / ! rt- BY OTHERS
_ �` /
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_ - TOTAL ZONE 2 IMPACT 1,588 SQ.FT.
ENTRANCE. SEE DETAIL
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\ 5 - <, / INV. IN 55.60' NEW PERMANENT EASEMENT O
s - / / GRAVITY SEWER 0 0.35% '
&� ® /� / j INV. IN 51.18' i / 30' WIDE (15' EACH SIDE OF / +—
�i NEW 225.23 OF 30 PVC r� / INV. OUT 50.98' / GRAVITY SEWER LINE)._---
_ GRAVITY SEWER 0 0.09% BUFFER IMPACT B6 / / //rc _ - `Q3 �1 d /
TOTAL ZONE 1 IMPACT= 0 SQ.FT. ^ - / / / / /r q \ \\ - - NG U //
/ // / / , !� \ \� CLEAR &GRUBBING
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c\oi\/� \ �/ ����\ \,� -.RIM EMEV670.05'� <�'E- / Ex. Wetlands GRAVITY SEWER @ 0.35%\� _--_--- �� - E-'
2
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161-��- — - roa-.---,. • ..-ear ^-F` / / \ �y' '
\\ . ..SILT FENCE OUTLET
-LIMITED OF DISTURBANCE-_
30 FT WIDTH-. \ / \ \ - - / - CT ro \
\,7 - - q/ 1 W2 B IMP \\ E
\ 1 ` \ t�(0.06 AC)A� �x --
a \ / 443 LF OF SILT FENCE Gee s ` 5-- / i j " 11\\\o\ ��� �6� B�
NEW MH -8 (WATERTIGHT \
�' W2 -A IMPACT- —j \
Ex. Buffer ` '� G / \\ \, \ / - a _ (0.0 AC)' g' _ - _G \ LID W/ VENT) /
\--_\\ STUB 4 LF 18" DIP 0.15% RIM ELEV. 71.98' /r
Ex. roa/.' l �� \ AND CAP GRAVITY LINE- / ;/e / /, K,,'' Ex. roe \ INV. IN 57.03'
6 _ \-\
V. 0_ 56.83'/
Wetlands
BUFFER IMPACT B7�'' , / / / �J' - - -BUFFE IMPACT B8 ® �\
\� \ - - ���_� ��_ V- �- 4 / /r TOTAL ZONE 2TOTAL ZONE 1 1APACTIMPACT=0391QSQ.FT. / / / - - - TOTALRZONE 1 IMPACT= 673 SQ.FT.
-- _ _
_ TOTAL ZONE 2 IMPACT= 4,244 SQ.FT.
OVERLAP W/WETLAND =116 SQ.FT = - _ = = _ _ - - OVERLAP W/WETLAND 235 SQ.FT.
- - _
\ Ex. Wetlands
\ \ \ \ \ ` - a_— \ FUTURE 2 9'x7' zoNe s \ % _ =4
.RCBC BY OTHERS o \ _
c _ \ k 2NF NOTE:
THIS PROJECT SCALES WITHIN ZONE "X" AS PER FLOOD
�IIJ
50' 25' 0 50' 100' 150'
0
75
INSURANCE MAP a/20379900J,ALL DATED NOVEMBER 03, 2004
// • / / / // ��' _ - - - ! ; �, AS ESTABLISHED BY FEMA. THIS REPORT IN NO WAY SUPERCEDES
THE ABOVE MENTIONED FIRM. BASE FLOOD ELEVATION DOWNSTREAM
OF THIS PROJECT IS 60.0'. I I
SCALE 1" = 50'
FUTURE ACCESS ROAD
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AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE, OWNER
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I ILim// '�� / // ?�e f r7 / / / //�' / / / / / / ^� CORRIDOR AT STREAM CROSSING LOCATIONS. THE REMAINDER
OF THE EASEMENT AT THESE CROSSINGS WILL BE ALLOWED
TO RETURN TO EXISTING CONDITIONS. 4
Notify NC811 Three Full Working Days Before Digging 1 / / / / / e /
Ex. 4" Water Main / / / / \
Dial 811 or 1-800-632-4949, or visit www.nc8ll.org s /��
/ STAGING AREA' f/ j // / /
/ //
1�
7 398 LF OF SILT FENCE /� / FUTURE ACCESS ROAD
BUFFER IMPACT B5 / / ' n, -" r �" / / ! rt- BY OTHERS
_ �` /
\ TOTAL ZONE 1 IMPACT= 444 SQ.FT (T) TEMPORARY CONSTRUCTION
_ - TOTAL ZONE 2 IMPACT 1,588 SQ.FT.
ENTRANCE. SEE DETAIL
—
CW
i
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\\ 1 DK ,\� `\ \ SLID W/ VENT) OUTSIDE DROP -
- i / f ( —a L-=
�PG a - - �/ - / //� RIM ELEV. 65.83' / /i NEW 370.74 OF 18" PVC O� - -
\ 5 - <, / INV. IN 55.60' NEW PERMANENT EASEMENT O
s - / / GRAVITY SEWER 0 0.35% '
&� ® /� / j INV. IN 51.18' i / 30' WIDE (15' EACH SIDE OF / +—
�i NEW 225.23 OF 30 PVC r� / INV. OUT 50.98' / GRAVITY SEWER LINE)._---
_ GRAVITY SEWER 0 0.09% BUFFER IMPACT B6 / / //rc _ - `Q3 �1 d /
TOTAL ZONE 1 IMPACT= 0 SQ.FT. ^ - / / / / /r q \ \\ - - NG U //
/ // / / , !� \ \� CLEAR &GRUBBING
NEW �4 TOTAL ZON IMPACT= 305 SQ.FT. - / ! / NEW 353.37 OF 18" PVC \ 3 956 SY._ / - -
c\oi\/� \ �/ ����\ \,� -.RIM EMEV670.05'� <�'E- / Ex. Wetlands GRAVITY SEWER @ 0.35%\� _--_--- �� - E-'
2
- - .- INV. IN 50.71'
INV. OUT 50.5i' -- t'� -NEW 301.30 OF 30" DIP //
\ \ -GRAVITY SEWER @ 0.091. i
\Ex.Floadploin 21+OD /
161-��- — - roa-.---,. • ..-ear ^-F` / / \ �y' '
\\ . ..SILT FENCE OUTLET
-LIMITED OF DISTURBANCE-_
30 FT WIDTH-. \ / \ \ - - / - CT ro \
\,7 - - q/ 1 W2 B IMP \\ E
\ 1 ` \ t�(0.06 AC)A� �x --
a \ / 443 LF OF SILT FENCE Gee s ` 5-- / i j " 11\\\o\ ��� �6� B�
NEW MH -8 (WATERTIGHT \
�' W2 -A IMPACT- —j \
Ex. Buffer ` '� G / \\ \, \ / - a _ (0.0 AC)' g' _ - _G \ LID W/ VENT) /
\--_\\ STUB 4 LF 18" DIP 0.15% RIM ELEV. 71.98' /r
Ex. roa/.' l �� \ AND CAP GRAVITY LINE- / ;/e / /, K,,'' Ex. roe \ INV. IN 57.03'
6 _ \-\
V. 0_ 56.83'/
Wetlands
BUFFER IMPACT B7�'' , / / / �J' - - -BUFFE IMPACT B8 ® �\
\� \ - - ���_� ��_ V- �- 4 / /r TOTAL ZONE 2TOTAL ZONE 1 1APACTIMPACT=0391QSQ.FT. / / / - - - TOTALRZONE 1 IMPACT= 673 SQ.FT.
-- _ _
_ TOTAL ZONE 2 IMPACT= 4,244 SQ.FT.
OVERLAP W/WETLAND =116 SQ.FT = - _ = = _ _ - - OVERLAP W/WETLAND 235 SQ.FT.
- - _
\ Ex. Wetlands
\ \ \ \ \ ` - a_— \ FUTURE 2 9'x7' zoNe s \ % _ =4
.RCBC BY OTHERS o \ _
c _ \ k 2NF NOTE:
THIS PROJECT SCALES WITHIN ZONE "X" AS PER FLOOD
�IIJ
50' 25' 0 50' 100' 150'
0
75
INSURANCE MAP a/20379900J,ALL DATED NOVEMBER 03, 2004
// • / / / // ��' _ - - - ! ; �, AS ESTABLISHED BY FEMA. THIS REPORT IN NO WAY SUPERCEDES
THE ABOVE MENTIONED FIRM. BASE FLOOD ELEVATION DOWNSTREAM
OF THIS PROJECT IS 60.0'. I I
SCALE 1" = 50'
FUTURE ACCESS ROAD
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C.4.2

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�;; -/ / / / / l l 11 l I � , • —_ , - � � //i " / ', \ \ �— � i I � �� "I \ \ \ \ \ \
/ Noti NrQll Three Full Mork' D�lrs Before Di ging
IIII l
/
I/ Di 811 or 1-800-632-4949, or visit www.nc8ll.org
/ / ' / I \ NEW MH -12 (WATERTIGHT ^ \ \ \ \ \ \ \ \ \ \
I I LID W/ VENTY, I W o o D S' A\ V A
W5 -A IMPACT / \ \ RIM ELEV. 73.03
/\ \ ,INV. IN 62.09 \ \ \ \
I / BUFFER IMPACT B14 /x(0.06 AC)\ \ \NEW
e4- -8 / / TOTAL ZONE 1 IMPACT- 0 SQ.'FT. j 1 `\ / \ > \INV. OUT 61 89 - / �_ - \ ° GRAVITY 4SEWER
X80.35% \ \
/TOTAL ZONE 2 IMPACT= 1,110 SQ.FT. I \' I �\ / ° \ Ex. Wetland \ ` \ \ \ \ \ \ \
OVERLAP W/WETLAND - 664 SQ.FT. \ W5 -B IMPACT 0`
OVERLAP \
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BUFFER IMPACT B9 Ex. Wetlands
W5 -C IMPACT \
\ AA \
\ \TOTAL ZONE 1 IMPACT- 45 SQ.FT.,
TOTAL ZONE 2 IMPACT- 1,922 SQ.FT. / / / / 4 (0.01 AC) \
W4 IMPACT
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LIMITED OF DISTURBANCE / / -
30 FT. WIDTH / 4,334 SY.
NEW MH -11,
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\BUFFERIMPACT 61 4
3 4 BUFFER IMPACT B15_ 4
> i f /� - - > I
TOTALZONE1 IMPACT- 0 SQ.FT. TOTAL ZONE 1 IMPACT= 0 SQ.FT.• c
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TOTAL ZONE 2 IMPACT=
0 2,871 SQ.FT.,
OVERLAP W/ WETLAND -9160 SQ.FT. `
OVERLAP W/ WETLAND- 683 SQ.FT. \ � r
Ex. Swale/. + I \ / / \ ��
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TOTAL RZONE 1 IMPACT- 0 SQ.FT. I \ I L
c/' -\ ,! � /-- / --_-- \ �\ / �` /TOTAL ZONE 2 IMPACT- 560 SQ.FT. \` \
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J 1 TOTAL ZONE 1 IMPACT- 0 SQ.FT. / THIS PROJECT SCALES WITHIN ZONE "X" AS PER FLOOD \ \
`5. / /� / / \ / \ - -TOTAL ZONE 2 IMPACT= 1,142 TT. / ` INSURANCE MAP 3720379900J, ALL DATED NOVEMBER 03, 2004
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\ THE ABOVE MENTIONED FIRM. BASE FLOOD ELEVATION DOWNSTREAM /
CONTRACTOR SHALL UTILIZE CREEK/DITCH DEWATERING/ / \ s �/ - _ - - - - - - _ _ OF THIS PROJECT IS 60.0'.
-,/ BYPASSING AS NEEDED TO PREVENT DAMAGE TO CHANNEL
/ DURING CONSTRUCTION AS WELL AS TO MITIGATE DAMAGE
50' 25' 0 50' 100' 150'
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DOWNSTREAM FROM SEDIMENT RUNOFF. CONTRACTOR SHALL
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I/ Di 811 or 1-800-632-4949, or visit www.nc8ll.org
/ / ' / I \ NEW MH -12 (WATERTIGHT ^ \ \ \ \ \ \ \ \ \ \
I I LID W/ VENTY, I W o o D S' A\ V A
W5 -A IMPACT / \ \ RIM ELEV. 73.03
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LIMITED OF DISTURBANCE / / -
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OVERLAP W/ WETLAND- 683 SQ.FT. \ � r
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\ THE ABOVE MENTIONED FIRM. BASE FLOOD ELEVATION DOWNSTREAM /
CONTRACTOR SHALL UTILIZE CREEK/DITCH DEWATERING/ / \ s �/ - _ - - - - - - _ _ OF THIS PROJECT IS 60.0'.
-,/ BYPASSING AS NEEDED TO PREVENT DAMAGE TO CHANNEL
/ DURING CONSTRUCTION AS WELL AS TO MITIGATE DAMAGE
50' 25' 0 50' 100' 150'
SCALE 1" = 50'
DOWNSTREAM FROM SEDIMENT RUNOFF. CONTRACTOR SHALL
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CONTRACT SPECIFICATIONS. 23
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DATE:
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SHEET
C.4.3

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Notif NC811 Three Full Workin Da s Before Di in _ I
/ l TOTAL ZONE 2 IMPACT- 3,727 SQ.FT.
Dial 811 or 1-800-632-4949, or visit www.nc8ll.org - /^\ �_/ / / / / ( OVERLAP W/ WETLAND= 1,277 SQ.FT.
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TOTAL ZONE 1 IMPACT- 2,726 SQ.FT. (T) -y
TOTAL ZONE 1IMPACT- 729 SQ.FT.(P)
OVERLAP W/ WETLAND= 88 SQ.FT.
TOTAL ZONE 2 IMPACT= 4,212 SQ.FT.��
TOTAL ZONE 2 IMPACT- 1,716 SQ.FT.
�/
NOTE CONTRACTOR SHALL UTILIZE CREEK/DITCH DEWATERING/
/
/ I THIS PROJECT SCALES WITHIN ZONE "X" AS PER FLOOD BYPASSING AS NEEDED TO PREVENT DAMAGE TO CHANNEL
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83 xoo / // /� INSURANCE MAP 3720379900J, ALL DATED NOVEMBER 03, 2004 DOWNSTREAM FROM SEDIMENT RUNOFF. CONTRACTOR SHALL
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THE ABOVE MENTIONED FIRM. BASE FLOOD ELEVATION DOWNSTREAM / CONTRACT SPECIFICATIONS. 2
OF THIS PROJECT IS 60.0'. /
50' 25' 0 50' 100' 150'
SCALE: 1" = 50'
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\ ,l ��- \ TOTAL ZONE 1 IMPACT- 329 SQ.FT.
Notif NC811 Three Full Workin Da s Before Di in _ I
/ l TOTAL ZONE 2 IMPACT- 3,727 SQ.FT.
Dial 811 or 1-800-632-4949, or visit www.nc8ll.org - /^\ �_/ / / / / ( OVERLAP W/ WETLAND= 1,277 SQ.FT.
NEW I 244.78 OF 18 PVC - \ \ \ \ \ l / \ _ NEW MH -13, - - -_-_-' -f /
GRAVITY SEWER x_0.35% \ \\ \ \ \ /
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U 30 FT. WIDTH 266.33 LF 18"/PVC
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20 LF OF 18 DIP @ 0.35%- (� I- t-=+ RIM ELEV. 76.14`/Cr�,o-�� >, INV. IN 64.00 / �s / W -- - �A ��� �GfEx. Wetlands
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)V -SILT FENCE OUTLET \\ \ _ \ \ CLEAR &GRUBBING _ �\ IMPACT LENGTH- 17 FT.
�II I I NEW PERMANENT EASEMENT 1,831 SY.
30' WIDE (15' EACH SIDE OF ZONE I- \ \_ \ ' \' 4zx� \ \\NEW 197 LF OF /
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Buffer I RIM ELEV. 77.96'
BUFFER IMPACT B170 i' ` \ \\ \ INV.1 -1OUT 65.00' o�
TOTAL ZONE 1 IMPACT- 2,726 SQ.FT. (T) -y
TOTAL ZONE 1IMPACT- 729 SQ.FT.(P)
OVERLAP W/ WETLAND= 88 SQ.FT.
TOTAL ZONE 2 IMPACT= 4,212 SQ.FT.��
TOTAL ZONE 2 IMPACT- 1,716 SQ.FT.
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NOTE CONTRACTOR SHALL UTILIZE CREEK/DITCH DEWATERING/
/
/ I THIS PROJECT SCALES WITHIN ZONE "X" AS PER FLOOD BYPASSING AS NEEDED TO PREVENT DAMAGE TO CHANNEL
� DURING CONSTRUCTION AS WELL AS TO MITIGATE DAMAGE
83 xoo / // /� INSURANCE MAP 3720379900J, ALL DATED NOVEMBER 03, 2004 DOWNSTREAM FROM SEDIMENT RUNOFF. CONTRACTOR SHALL
?pj 30 / / I / / AS ESTABLISHED BY FEMA. THIS REPORT IN NO WAY SUPERCEDES / FOLLOW GUIDANCE ON SHEET C.8.2 DETAILS 6, 7 AND
THE ABOVE MENTIONED FIRM. BASE FLOOD ELEVATION DOWNSTREAM / CONTRACT SPECIFICATIONS. 2
OF THIS PROJECT IS 60.0'. /
50' 25' 0 50' 100' 150'
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