20180133 Ver 2_Variance_Application_Updated041118_20180411

D (fbgecombe Couutp
County Administration Building
201 St. Andrew St., PO Box 10 Tarboro, NC 27886
252-641-7834 • Fax [phone]
www.edgecombecountync.go
vv
April 11, 2018
Ms. Karen Higgins
NC DWR, 401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27669-1650
RE: Updated Major Buffer Variance Request
Project Diamond
Tarboro, NC
DWR Project Number 20180133
Dear Ms. Higgins,
Eric Evans
County Manager
[e-mail]
Edgecombe County, with the assistance of the NC Department of Transportation (NCDOT),
Appian Engineering, Wetherill Engineering, and Carolina Ecosystems. have prepared this
request for a Major Variance from the Tar -Pamlico River Basin Protection and Maintenance of
Riparian Areas Rule (Buffer Rule),15A NCAC 02B.0259, for the above referenced project.
Project Diamond involves the preparation of Pad B of the Kingsboro CSX Select Site for the
Triangle Tyre Company, along with a new access road (NCDOT TIP R-5868). Triangle Tyre
plans to subsequently construct four tire factory facilities on the site. This project would involve
impacts to two separate riparian buffers for uses that are not allowable under the Buffer Rule,
and therefore require a variance. Several other allowable or exempt riparian buffer impacts are
addressed in a buffer authorization request submitted in conjunction with a Section 404/401
Individual Permit Application, currently under review.
NCDOT is working with the County to provide road access and oversee the contracting of the
site pad grading. They are a co -applicant on the Clean Water Act Individual Permit (submitted
on 2/9/18), and coordinating the permitting effort including this variance request.
The items below are numbered to correspond to items on the attached Variance Application
Form, and additional supplemental information is attached to this letter.
A.10 — List any permits/approvals that have been requested or obtained for this project in the
past (including all prior phases).
Individual Permit — Impacts: 9.12 acres wetland, 2,769 feet stream, 5.23 acres surface water
(ponds). Applied: February 9, 2018.
Nationwide Permit 12 — Submitted by Wooten Company on behalf of the County.

Ms. Karen Higgins
April 11, 2018
Page 2 of 11
Buffer Authorization Request — Submitted in conjunction with the Individual Permit.
B. 1 a — Project Description
Project Diamond will entail construction of an approximate 400 -acre site pad for the planned
Triangle Tyre facility, and a 2 -lane roadway (R-5868) accessing the site from Kingsboro Road to
the west and US 64 Alternate to the north. The Triangle Tyre facility will consist of four separate
factories, built in two phases, and associated supporting infrastructure including rail spurs,
internal roadways and parking areas, raw material and finished product receiving and shipping
areas, offices, and stormwater best management practices (BMPs).
Triangle Tyre Site Pad
Construction of Phase 1 of the project will begin in early March to meet the schedule required by
Triangle Tyre. Phase 1 construction activities will be limited to upland areas until all appropriate
permits are received. Construction duration on the Phase 1 site and pad preparation is limited to
5 months. The construction schedule of Phase 2 of the Triangle Tyre site has yet to be
determined.
Road & Rail
Construction of the access roads will begin in Spring 2018 with priority placed upon sections
needed for construction access to the site. Construction access is needed immediately to meet
Triangle Tyre's required schedule but will not involve impacts to jurisdictional features until a
permit has been issued. The rail construction will begin later in 2018 and be completed prior to
the completion of the manufacturing facility. Final access road and rail construction is not on the
critical path so a firm completion date has not yet been determined. The duration will depend
upon the timeline of the facility construction.
Utilities
Water and sewer improvements are currently in the design and permitting phase contracted
independently by the County to serve the Kingsboro CSX Select Site. Construction is anticipated
to be complete no later than December 31, 2018. Other utility construction related to the site
(including power, fiber optic, and natural gas) will be constructed prior to the completion of the
manufacturing facility, but is not anticipated to involve any jurisdictional impacts.
Purpose & Need for the Project
The purpose of this project is for the County and NCDOT to provide site and transportation
infrastructure capable of supporting the Triangle Tyre plant, and on a larger scale to bring
economic benefit to Edgecombe County through a major industrial development.
Page 2

Ms. Karen Higgins Page 3 of 11
April 11, 2018
Edgecombe County is considered the most economically depressed county in North Carolina in
2017 and 2018, according to NC Department of Commerce. Factors leading to this ranking
include:
- Population (declined 3.3% from 2013 to 2016)
- Median income ($32,500)
- Unemployment (8%)
- Poverty rate (26%)
Compared with the other 9 of the 10 lowest ranked counties for 2018, Edgecombe County is the
only one to rank in the lowest 5 in all major categories (rankings in Table 1 are in reverse order —
i.e. 1 is the lowest rank in the category):
Table 1: Comparison of Ton 10 Economicallv DisadvantaLyed Counties in NC
2018
Overall
Rank
Property
Tax Base
Pop.
Growth
Median
Income
Unemployment
PovertyRate
Bertie
4
16
2
2
18
22.3
Columbus
10
11
12
13
24
23.5
Edgecombe
1
4
3
4
3
26.3
Halifax
2
15
6
1
5
26.3
Hertford
9
7
19
12
20
25.6
Richmond
6
23
9
6
13
25.7
Robeson
3
1
20
3
7
31.6
Scotland
5
6
13
18
2
31.2
Vance
7
2
33
5
12
25.1
Washington
8
27
4
15
9
21.8
To address this issue, the County has been making significant efforts to attract major industrial
companies to locate infrastructure and bring jobs to their jurisdiction. The tire manufacturing
industry is one of the largest growth sectors in manufacturing that is currently locating facilities
in the U.S. Since a downturn in production between 2008 and 2013 which included four plants
closing, U.S. tire manufacturing is recovering. Since 2013, domestic tire production in the U.S.
has increased from approximately 300 million tires per year to 325 million. This growth is
expected to continue with a projection of another approximate 25 million tires per year increase
by 2023.
The selection of the Kingsboro CSX Select Site by Triangle Tyre addresses the County's
economic need with a projected economic impact of $2.4 billion. This includes a commitment of
800 jobs averaging $56,000 per year, 75% above the County median income. The 800 jobs
alone could result in a 1.5% decrease in unemployment within the County.
R-5868 is proposed to provide access to the Kingsboro CSX Select Site, and specifically to
Project Diamond as its initial user. The new roadway will enable the incoming raw material
truck traffic to exit US 64 and immediately get to the facility. The access road will mitigate truck
Page 3

Ms. Karen Higgins Page 4 of 11
April 11, 2018
traffic impacts on US 64 Alt by allowing the Triangle Tyre (and future Kingsboro Industrial Park
companies) incoming truck traffic to stay internal to the site and reduce costs for existing
adjacent transportation facility upgrades. The new roadway is the most direct access for
incoming materials traffic, and eliminates a turning movement and conflict point at Kingsboro
Road and US 64 Alt.
There are residential developments and farming communities to the east and west of the
Industrial Park; many of which use US 64 Alt as access to both Tarboro and Rocky Mount.
Keeping truck traffic internal as much as possible results in fewer conflict points between
residential and slow moving agricultural equipment/farming community vehicles and industrial
traffic. This design, as well as other proposed access/egress roads (all others are existing roads or
in non jurisdictional areas), optimizes material flow for Triangle Tyre - raw material comes in
from the west by road and rail and final products exit the facility by road to the east.
D. 1 — Provide a description of how diffuse flow will be maintained through the protected
riparian buffers.
Diffuse flow is maintained throughout the remaining buffers on the site. Stormwater control
measures, proposed as wet detention ponds, are located along the perimeter of the site to collect
and treat surface runoff from the proposed facility (Engineer Drawings Items 1 and 3). The
proposed stormwater control measures provide stormwater runoff treatment to ensure that peak
flow attenuation and nutrient removal requirements are met in compliance with the Tar -Pamlico
Nutrient Strategy. In accordance with NCDEQ Stormwater Minimum Design Criteria, the wet
ponds will discharge the runoff from the one year- 24-hour storm in a manner that minimizes
hydrologic impacts to the receiving channel. The proposed stormwater control measures remove
more than 30% TN outside the riparian buffer before being discharged through the buffer (Pond
outlets for Ponds 2 and 3, for example, are located more than 100 to 200 feet away from the
buffers). Preliminary grading plans for Phase 1 (Engineering Drawings Item 3) are attached.
Phase 2 plans will be developed further and undergo the same review process
Along the access road, R-5868, avoiding the use of a curb and gutter typical section will aid in
accomplishing diffuse flow. The proposed shoulder section typical will utilize 3:1 vegetated fill
slopes. In areas where concentrated flow cannot be avoided, level spreaders and flow bypass
structures may be required in order to maintain diffuse flow through the riparian buffers. If
design discharges require excessive level spreader lengths dry detention may also be required.
Where practical grass swale treatment will be maximized prior to the discharge of stormwater.
The final stormwater design will be developed by the site engineer for Triangle Tyre, and
comply with the approach outlined above. A stormwater management plan (SMP) will then be
reviewed by the County for compliance with the Rules under their delegated authority. The
approved SMP will then be provided to NCDEQ for confirmation that it complies with the
provisions of this variance request. At this time, the County stormwater staff have reviewed the
conceptual plan submitted herein and do not have objections to the locations of the BMPs or
proposed treatment.
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Ms. Karen Higgins Page 5 of 11
April 11, 2018
A SMP will also be developed for R-5868 alongside the final design, and will be reviewed by
NCDOT's hydraulics unit for compliance with their stormwater permit. The approved SMP will
also be provided to NCDEQ.
D. la — Show the location of diffuse flow measures) on your site plan.
The locations of diffuse flow measures are not shown on the attached plans, as the work is in
progress and the exact location has not been determined at this time. Diffuse flow measures
could include level spreaders and pre -formed scour holes, if practical, and will be located outside
the buffers. The final SMP will be provided with the locations of any diffuse flow measures
required to comply with the Buffer Rule.
D. lb — Attach a completed Level Spreader Supplement Form or BMP Supplement Form with
all required items for each proposed measure.
Appropriate forms will be provided with the final SMP for the site and roadway, and will be
forwarded to NCDEQ after approval by the County and/or NCDOT.
D. lc — Attach an Operation and Maintenance (O&M) Form for each proposed level spreader
or BMP.
O&M forms for each level spreader and BMP will be submitted as part of the Final SMP, and
will be forwarded to NCDEQ after approval by the County and/or NCDOT.
D. 2 — Provide a description of all BMPs that will be used to minimize disturbance and control
the discharge of nutrients and sediments from stormwater.
Eight BMPs are shown on the Overall Buffer Impact Map (Engineering Drawings Item 1). A
more detailed exhibit is provided in the preliminary grading plans attached (Engineering
Drawing Item 3). These are currently proposed as wet detention ponds, as discussed in Section
D.I. As mentioned above, the Triangle Tyre site engineer will provide the final stormwater
design for County review under their delegated authority. Some of the pond locations will also
be used as sediment and erosion control basins for the initial construction of the site pad for
Project Diamond, and will then be converted into BMPs described above.
The roadway design will incorporate grassed shoulders and side slopes (3:1) as well as grass
swales and level spreaders or pre -formed scour holes where practical. Dry detention will be
considered for areas where other treatment options are not practical.
E.1 - Explain how complying with the provisions of the applicable rule would prevent you
from securing a reasonable return from or make reasonable use of your property. Merely
proving that the variance would permit a greater profit from the property shall not be
considered adequate justification for a variance. The Division will consider whether the
variance is the minimum possible deviation from the terms of the applicable Buffer Rule that
shall make reasonable use of the property possible.
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Ms. Karen Higgins Page 6 of 11
April 11, 2018
Without this variance, Project Diamond would not be able to be constructed and Triangle Tyre
would revert to its second choice site in Georgia. This would result in a huge economic loss for
the State and specifically the County. Pad B of the Kingsboro CSX Select Site is the largest area
for industrial development in the County (see Section E.3 below) and specifically the largest pad
on the industrial site. The unnamed tributary to Walnut Creek along the western portion of the
site (Impact Site 10) is situated diagonally across the site, and impedes the use of Pad B from any
large industry that is likely to select this sized site.
All Triangle Tyre facility layouts would result in significant impacts to the stream and its
associated buffers. Adjusting the factory layout to a north -south orientation was considered, but
the flow of raw materials and product would not be efficient, and additional room and buffer
impacts would likely be required to site four factories.
Triangle Tyre had specific demands related to schedule of implementation and site layout. Tire
manufacturing has very specific needs for the layout of their sites, and Triangle Tyre is no
exception. Traffic must have a two-way flow with raw materials coming in from rail and road,
and finished tires exiting the plant in a separate direction.
Within the Project Diamond site, several layouts were evaluated. This included shifting the
factories further to the north and east. Siting the plants further north would impact the stream,
wetland, pond, and riparian buffers along an unnamed tributary of Walnut Creek approximately 1
mile upstream of the Tar River, which was recently designated as critical habitat for the Atlantic
Sturgeon. Due to the proximity to the River and the amount of impact associated with that
location, Project Diamond was shifted south.
Proposed Impacts to Riparian Buffers
The proposed plan avoids impacts, except road and utility crossings, to the three major tributaries
and associated buffers on the Kingsboro CSX Select Site. The two impacts requiring this
variance are limited to two lower quality streams affected by previous agricultural use of the site.
These impacts shown in Figure 4 are described below. Mitigation is provided for the entire
impact area, which consists of the site grading plus a 50 -foot offset to allow for erosion control
and construction access.
Site 8: Grading & Industry Construction — This is a newly determined buffer (February
2018) along a linear feature draining from the agricultural areas on the site into the
wetland feature in the southeast corner of Project Diamond. Grading for the Triangle
Tyre site pad will impact the entire buffered feature. The stream is an unnamed tributary
to Penders Mill Run and received an overall NC Stream Assessment Method (NCSAM)
quality rating of Medium. While this stream has been channelized, the rating is primarily
due to the wooded buffer along the channel and good floodplain access along the
downstream section.
Site 10: Grading & Industry Construction — This is the primary buffer impact associated
with the site and requiring this variance request. The feature, an unnamed tributary to
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Ms. Karen Higgins
April 11, 2018
Page 7 of 11
Walnut Creek begins in the old agricultural fields and drains into the forested area west
of Project Diamond, discharging into another unnamed tributary to Walnut Creek.
Two NCSAM forms were completed due to differences in stream type and stream side
area along the proposed impacted reach. The upstream reach received an overall quality
rating of Low, due to low hydrology and habitat functions and the absence of wooded
buffer. The low hydrology function rating was primarily due to poor streamside area
attenuation and stream stability of the reach. Its low habitat function rating was primarily
due to lack of both in -stream habitat and stream -side habitat (no wooded riparian buffer).
The major difference between the upstream and downstream sections was the wooded
riparian buffer exhibited in the downstream reach, which also received an overall quality
rating of Low. This section is experiencing significant channel instability and
downcutting, negatively effecting both hydrology and habitat functions.
E.2 - Explain how the hardship results from application of the Buffer Rule to the property
rather from other factors such as deed restrictions or other hardships (e.g. zoning setbacks,
floodplains, etc).
The buffer rule, along with associated Clean Water Act jurisdictional stream and wetland
resources, are the primary factors restricting the use of the site. Zoning setbacks, floodplains, and
other deed restrictions are either not present or do not affect the portion of the Kingsboro CSX
Select Site containing Project Diamond. R-5868 crosses the upper backwater of Walnut Creek's
100 -year floodplain, but a no -rise certification is anticipated as the crossing will have negligible
effect on flood elevations.
E.3 - Explain how the hardship results from physical nature of the property, such as its size,
shape, or topography, which is different from that of neighboring property.
Project Diamond is proposed on Pad B of the Kingsboro CSX Select Site. The size and
particular characteristics of this site are rather unique compared with the adjacent pads as well as
other sites within the County and State. This can be seen through the off-site alternatives
evaluation that has been performed at multiple levels by multiple entities in the development of
this project including:
- CSX's review and approval of the Kingsboro Select Site
- Triangle Tyre's national site selection process
- The County's analysis of multiple parcels meeting Triangle Tyre's criteria
Page 7

Ms. Karen Higgins
April 11, 2018
Page 8 of 11
The County chose to pursue approval of the Kingsboro site under the well-established CSX
Select Site process. This selection process identifies rail -accessible sites that meet stringent
criteria including:
- Buildable soils
- No zoning and entitlement restrictions
- Adequate utilities
- Proximity to highways
- Rail accessibility
- Environmental due diligence
The County chose to pursue the CSX Select Site designation to allow it to compete in a global
marketplace with other states in the nation and specifically the southeast, as well as other
counties in North Carolina. Tire plants have been located in several other southeast states in the
last several years including Georgia, Mississippi, South Carolina, and Tennessee. Many of these
facilities have been of equal or greater size than the proposed Triangle Tyre site. For example,
tire plants in Mississippi (500 acres), South Carolina (1100 acres) and Tennessee (470 ac) are all
of greater size than the proposed Triangle Tyre site. This intense competition between states for
large scale projects was a driver for the County to pursue a nationally recognized site
certification. In addition, the site is also a Certified Industrial Site by the NC Department of
Commerce.
Grant funding for economically disadvantaged areas is being provided by the State and could be
considered available to other similarly economically distressed counties. None of the other
lowest ranked 10 counties in NC have a CSX Select Site. In addition, only Vance County
(ranked 9th in 2018) has a rail accessible site identified by CSX. However, this 300 acre site has
not undergone the rigorous CSX Select Site screening process.
Other appropriately sized industrial sites may be available in the state, but do not address the
economic situation in Edgecombe County and therefore would not meet the purpose and need for
this project. While similar sized sites in other regions of the state (mountain and piedmont) may
have fewer jurisdictional wetland impacts, they would likely have much greater jurisdictional
stream impacts. However, the majority (9 out of 10) of the most economically distressed counties
are in the coastal plain region. Therefore, it is reasonably likely that sites of equal size found in
these counties, or in Edgecombe County, would have similar levels of impacts due to the
predominance of wetlands in this region.
Triangle Tyre has used the CSX Select Site process as general criteria for identifying adequate
sites, then overlaid their own site-specific criteria for the final site selection. Their specific
requirements include:
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Ms. Karen Higgins
April 11, 2018
Primary Site Selection Criteria:
Page 9 of 11
- Minimum 300 acres
- Site controlled by a single entity
- Regular/rectangular shape
- Core area of 120 acres with relatively flat topography
- Core area without immediate obstacles (utilities, buildings, jurisdictional areas)
- No more than 10 miles to an Interstate
- Served or easily accessed by rail
- Within 400 miles of a deep-sea port
- Within a county in attainment of air emission standards
Secondary Site Selection Criteria:
- Soil bearing capacity minimum of 150 KPa
- Site located outside the 100 and 500 -year floodplain
- No negative sub -surface conditions
- Zoned for heavy manufacturing
- Proximity to electric utility with minimum available capacity of 21 MW
- Proximity to water line with an available capacity of 185,000 GPD
- Proximity to natural gas line with an available capacity of 0.71 MMSCF/day
- Proximity to wastewater line with an available capacity of 320,000 GPD
- Located in an economic empowerment, enterprise or other incentive zone
- Availability of property for sale
In pursuit of this facility's infrastructure and economic development, the County performed their
own County -specific search for sites that met the criteria specified above. The following sites
were evaluated:
Table 2: Alternative Sites within Edi!ecombe Count
Site Location
Size
Distance to
Highway
Served by
Rail
Owned/ Controlled
by County
Industry Requirement:
300 acres
10 miles
Yes
Yes
Tarboro Commerce Center
96
1
No
Yes
Kingsboro CSX Select Site- Pad B
0
ls
Yel
Kingsboro CSX Select Site- Pad C
0
ks
YeJ
June B Long Site (NW quadrant)
155
0
No
No
Carson Barnes Land
E
2
No
YCI
Long Site (SE quadrant)
154
0
E
Yes
Bulluck Property
4
No
No
Harell Site
8
49
No
Note: Shading indicates parameter met industry requirement.
Page 9

Ms. Karen Higgins Page 10 of 11
April 11, 2018
As can be seen in the table above, only three sites met all the criteria established by the industry:
the two Kingsboro CSX Select Site pads (B and C), and the Harell Site. However, the Harell
Site is not owned or controlled by the County and therefore is not a practical option. The County
owns or is under contract for the entire Project Diamond site.
The proposed Project Diamond site (Kingsboro CSX Select Site — Pad B) meets all of these
criteria and was selected by Triangle Tyre after an intensive national site search that narrowed
down to this and a site in Georgia. At this time, if the project delivery schedule can be met,
Triangle Tyre has committed to locating their new facility on the proposed site and bringing
significant economic development to the County. The Kingsboro CSX Select Site is therefore the
most suitable site for the Triangle Tyre facility in Edgecombe County.
E.4 - Explain whether the hardship was caused by the applicant knowingly or unknowingly
violating the applicable Buffer Rule.
The hardship requiring this variance request was not caused by the applicant violating the Buffer
Rule, knowingly or unknowingly. The County developed the Kingsboro CSX Select Site prior to
having specific industries interested in the individual site pads. When the opportunity arose for
Triangle Tyre to select a NC location, the County proposed Project Diamond. The particular
parameters detailed above were provided and the best site within the County was chosen. The
particular buffer impacts requiring this variance were either unavoidable due to the nature of the
proposed facility, or in the case of Site 8, were new buffers determined in a 2018 re -verification
of the site after the selection of Project Diamond by Triangle Tyre.
E.5 - For Neuse, Tar -Pamlico, Jordan Lake and Goose Creek only: Did the applicant
purchase the property after the effective date of the applicable Buffer Rule and then request a
variance?
The County has, or will, purchase the properties within the Project Diamond footprint after the
effective date of the Buffer Rule. However, the agreements put in place to develop the
Kingsboro CSX Select site were not undertaken with knowledge that a variance would be
required. This request is the direct result of the selection of Pad B by the Triangle Tyre company
for their North American facility, and their specific site requirements (see Section E.3).
E.6 - Explain how the hardship is rare or unique to the applicant's property, rather than the
result of conditions that are widespread.
Project Diamond is a unique project and site, and similar conditions are not widespread. The site
selection process described in detail in section E.3 shows that this site is one of only a handful in
the State to qualify for the CSX Select Site designation. This alone makes it very rare. Triangle
Tyre has selected this site through a national search that resulted in two finalists, Project
Diamond and a site in Georgia. This also makes the site rather unique.
Page 10

Ms. Karen Higgins
April 11, 2018
Page 11 of 11
The information above and attached Variance Application Form are provided for your review of
this Major Variance Request. In addition, we have included Figures, Engineering Drawings, and
Attachments (see Table of Contents) to supplement the information referenced in the application.
We respectfully request your review of this information with the intention of receiving an
Environmental Management Commission review in May 2018. Please let us know if you have
any questions or require additional information.
Sincerely,
See Original Application for Signature
Eric Evans
County Manager
Edgecombe County
Cc: Tony Coggins, NCDOT Division 4
Bob May, P.E., Wetherill Engineering, Inc.
Bobby Joyner, P.E., Appian Consulting Engineers, PA
Phil May, Carolina Ecosystems, Inc.
Page 11

CAROLINA
ECOSYSTEMS, INC.
Project Diamond
Major Variance Application
Table of Contents
3040 NC 42 West; Clayton, NC 27520
P:919-359-1102 — 17:919-585-5570
Item
Title
1
Cover Letter
2
Table of Contents
3
NCDWR Variance Application
4
Signature Certifications
5
Buffer Determination
6
NCDMS Mitigation Acceptance Letter
7
NCSAM Forms and Photos
8
Property Deed and Plats
1 Vicinity Map
2 USGS Map
3 Soil Survey Map
4 Jurisdictional Features Map
Engineering Drawings
1 Project Diamond Buffer Impact Drawings
2 Phase 1 Grading Plan (Preliminary)

State of North Carolina
DWR Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2)
Protection and Maintenance of Riparian Areas Rules - Variance Application
FORM: VAR 10-2013
PLEASE IDENTIFY WHICH RIPARIAN AREA PROTECTION RULE APPLIES:
❑ Neuse River Basin (15A NCAC 02B.0233)
❑ Major Variance ❑ Minor Variance
❑ Catawba River Basin (15A NCAC 02B.0243)
❑ Randleman Lake Water Supply Watershed (15A NCAC 026.0250)
❑ Major Variance ❑ Minor Variance
❑ Tar -Pamlico River Basin (15A NCAC 02B.0259)
X Major Variance ❑ Minor Variance
❑ Jordan Lake Water Supply Nutrient Strategy (15A NCAC 02B.0267)
❑ Major Variance ❑ Minor Variance
❑ Goose Creek Watershed (15A NCAC 026.0606 & 15A NCAC 02B.0607)
A. General Information
1. Applicant's Information(if other than the current property owner):
Name:
Title:
Street Address:
City, State & Zip:
Telephone:
Email:
Edgecombe County — Eric Evans
County Manager
Tarboro, NC 27886
252-641-7834
[e-mail]
2. Property Owner/Signing Official (person legally responsible for the property and its compliance):
Name:
Title:
Street Address:
City, State & Zip:
Telephone:
Email:
FORM: VAR 10-2013
County to acquire all properties prior to construction

3. Agent Information:
3a. Name:
NCDOT — Tonv C. Coeeins
Company Affiliation: Division 4 Environmental Officer
Street Address: 509 Ward Blvd.
City, State & Zip: Wilson, NC 27895
Telephone: [phone]
E-mail: tccoeeins(@ncdot.eov
3b. Attach a signed and dated copy of the Agent Authorization letter if the Agent has signatory authority for the owner.
4. Project Name (Subdivision, facility, or establishment name):
S. Project Location:
5a. Street Address: H
City, State & Zip: Tarboro, NC 27886
5b. County: Edgecombe County
5c. Site Coordinates (in decimal degrees): 35.9244 Latitude -77.6443 Longitude
5d. Attach an 8 % x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
5e. Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
6. Property Information:
6a. Property identification number (parcel ID): 4709-23-2305
6b. Date property was purchased: 12/28/2012
6c. Deed book 1592 and page number 1022
6d. Map book
and page number
6e. Attach a copy of the recorded map that indicates when the lot was last platted.
7. Is your project in one of the 20 Coastal Counties covered under the Coastal Area Management Act (CAMA)?
❑ YES X NO
7a. If you answered yes above, in which AEC do you fall (30 ft or 75 ft)? N/A
7b. If you answered yes above, what is the total percent of impervious cover that you have proposed within the AEC? N/A
FORM: VAR 10-2013 Page 2 of 6

8. Directions to site from nearest major intersection:
Take exit 478 from US 64 (Kinesboro Road). Follow Kinesboro Road north to the intersection with US 64 Alt. Turn rieht onto US
64 Alt, and follow for approximately 2 miles and turn right onto Harts Chapel Road. Site is located along both sides of Harts
Chapel Road.
9. Stream associated with riparian buffer to be impacted by the proposed activity:
Name
Water Quality Classification
UT to Walnut Creek
UT to Penders Mill Run
WS-IV;NSW
WS-IV;NSW
9a. For Goose Creek only: Is the buffer in the 100 -year floodplain? ❑ YES ❑ NO
10. List any permits/approvals that have been requested or obtained for this project in the past (including all prior phases).
Date Applied: Date Received: Permit Type:
See attached cover letter
B. Proposed Activity
1. Project Description
1a. Provide a detailed description of the proposed activity including its purpose:
**See attached Variance application cover letter.
1b. Attach a site plan showing the following items as applicable to the project:
0 Development/Project name
0 Revision number & date
0 North arrow
0 Scale (1" = 50' is preferred)
0 Property/project boundary with dimensions
0 Adjacent streets and roads labeled with names and/or NC State Road numbers
0 Original contours and proposed contours
0 Perennial and intermittent streams, ponds, lakes, rivers and estuaries
0 Mean high water line (if applicable)
0 Wetlands delineated, or a note on plans that none exist
0 Location of forest vegetation along the streams, ponds, lakes, rivers and estuaries
0 Extent of riparian buffers on the land including Zone 1 and Zone where applicable
0 Location and dimension of the proposed buffer impact (label the area of buffer impact in ft'onthe plan)
FORM: VAR 10-2013 Page 3 of 6

0 Details of roads, parking areas, cul-de-sacs, sidewalks, and curb and gutter systems
0 Footprint of any proposed buildings or other structures
0 Discharge points of gutters on existing structures and proposed buildings
0 Existing drainage (including off-site), drainage easements, and pipe dimensions
0 Drainage areas delineated
C. Proposed Impacts and Mitigation
1. Individually list the square footage of each proposed impact to the protected riparian buffers:
Buffer Impact
Required
Zone
Number'—
Reason for Impact
Buffer
Zone 1 Impact
Zone 2 Impact
Permanent (P) or
(square feet)
Mitigation
(square feet)
(square feet)
Temporary (T)
Zone 2
Required
1.5
89,736
Site 8 ® P ❑ T
Site Grading /
X Yes ❑ No
19,377
24,330
Infrastructure
Site 10 - ® P ❑ T
Site Grading /
X Yes ❑ No
50,949
35,494
Infrastructure
Total Buffer Impacts
130,150
'Label on site plan
2. Identify the square feet of impact to each zone of the riparian buffer that requires mitigation from the table above. Calculate
the amount of mitigation required.
'For projects in the Goose Creek Watershed, list all riparian buffer impacts as Zone 1
and use Zone 1 multiplier.
3. Provide a description of how mitigation will be achieved at your site pursuant to the mitigation requirements of the applicable
river basin/watershed.
Buffer mitigation will be provided by the NC Division of Mitigation Services.
3a. Is buffer restoration or enhancement proposed? ❑ Yes X No
If yes, attach a detailed planting plan to include plant type, date of plantings, the date of the one-time fertilization in the
protected riparian buffers, and a plan sheet showing the proposed location of the plantings.
3b. Is payment into a buffer restoration fund proposed? X Yes ❑ No
If yes, attach an acceptance letter from the mitigation bank you propose to use or the NC Ecosystem Enhancement
Program stating they have the mitigation credits available for the mitigation requested.
FORM: VAR 10-2013 Page 4 of 6
Required
Zone
Total Impact
Multiplier
Mitigation
(square feet)
(square feet)
Zone 1'
70,326
(2 for Catawba only)
210,978
Zone 2
59,824
1.5
89,736
Total Buffer Mitigation Required:
300,714
'For projects in the Goose Creek Watershed, list all riparian buffer impacts as Zone 1
and use Zone 1 multiplier.
3. Provide a description of how mitigation will be achieved at your site pursuant to the mitigation requirements of the applicable
river basin/watershed.
Buffer mitigation will be provided by the NC Division of Mitigation Services.
3a. Is buffer restoration or enhancement proposed? ❑ Yes X No
If yes, attach a detailed planting plan to include plant type, date of plantings, the date of the one-time fertilization in the
protected riparian buffers, and a plan sheet showing the proposed location of the plantings.
3b. Is payment into a buffer restoration fund proposed? X Yes ❑ No
If yes, attach an acceptance letter from the mitigation bank you propose to use or the NC Ecosystem Enhancement
Program stating they have the mitigation credits available for the mitigation requested.
FORM: VAR 10-2013 Page 4 of 6

D. Stormwater
1. Provide a description of how diffuse flow will be maintained through the protected riparian buffers (e.g., re -planting vegetation
or enhancement of existing vegetation, gutter splash pads, level spreader to control of runoff from impervious surfaces, etc.).
**See attached Variance cover letter
1a. Show the location of diffuse flow measure(s) on your site plan.
1b. Attach a completed Level Spreader Supplement Form or BMP Supplement Form with all required items for each proposed
measure.
1c. Attach an Operation and Maintenance (O&M) Form for each proposed level spreader or BMP.
2. For Major, Catawba, and Goose Creek variance requests, provide a description of all best management practices (BMPs) that
will be used to minimize disturbance and control the discharge of nutrients and sediments from stormwater.
**See attached Variance cover letter
2a. Show the location of BMPs on your site plan.
2b. Attach a Supplement Form for each structural BMP proposed.
2c. Attach an Operation and Maintenance (O&M) Form for each structural BMP proposed.
E. Demonstration of Need for a Variance
The variance provision of the riparian buffer rules allows the Division or the Environmental Management Commission to grant a
variance when there are practical difficulties or unnecessary hardships that prevent compliance with the strict letter of riparian
buffer protection.
1. Explain how complying with the provisions of the applicable rule would prevent you from securing a reasonable return from or
make reasonable use of your property. Merely proving that the variance would permit a greater profit from the property shall
not be considered adequate justification for a variance. The Division will consider whether the variance is the minimum possible
deviation from the terms of the applicable Buffer Rule that shall make reasonable use of the property possible.
**See attached Variance cover letter
FORM: VAR 10-2013 Page 5 of 6

2. Explain how the hardship results from application of the Buffer Rule to the property rather from other factors such as deed
restrictions or other hardships (e.g. zoning setbacks, floodplains, etc).
**See attached Variance cover letter.
3. Explain how the hardship results from physical nature of the property, such as its size, shape, or topography, which is different
from that of neighboring property.
**See attached Variance cover letter.
4. Explain whether the hardship was caused by the applicant knowingly or unknowingly violating the applicable Buffer Rule.
**See attached Variance cover letter.
5. For Neuse, Tar -Pamlico, Jordan Lake and Goose Creek only: Did the applicant purchase the property after the effective date of
the applicable Buffer Rule and then request a variance?
No
6. Explain how the hardship is rare or unique to the applicant's property, rather than the result of conditions that are widespread.
**See attached Variance cover letter
F. Deed Restrictions
By your signature in Section G of this application, you certify that all structural stormwater BMPs required by this variance shall
be located in recorded drainage easements, that the easements will run with the land, that the easements cannot be changed
or deleted without concurrence from the State, and that the easements will be recorded prior to the sale of any lot.
G. Applicant's Certification
I, (print or type name of person listed in Section A, Item 2), certify that
the information included on this permit application form is correct, that the project will be constructed in conformance with the
approved plans and that the deed restrictions in accordance with Section F of this form will be recorded with all required permit
conditions.
Signature: See Original Application for Signature
Date:
FORM: VAR 10-2013 Page 6 of 6

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Subject: Please DocuSign: Kingsboro_Variance_Cover_Letter_022018.pdf, Variance-Application-Form.pdf
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Water Resources
Environmental Quality
February 15, 2018
Oppie Jordan
Carolinas Gateway Partnership
427 Falls Road
Rocky Mount, NC 27804
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Subject: Buffer Determination Letter
TBRRO #18-005
Edgecombe County
Determination Type:
Buffer
I ntermittent/Perennial
❑ Neuse (15A NCAC 2B .0233)
Start
® Tar -Pamlico (15A NCAC 2B.0259)
❑ Intermittent/Perennial Determination (where local buffer
USGS
Topo
ordinances apply)
❑ Jordan (15A NCAC 2B.0267)
(governmental and/or interjurisdictional
Throughout
projects)
X
Project Name
Address/Location:
Stream(s):
Kingsboro Road Tract
1,205 acre tract situated between Old Hwy 64, Kingsboro Road, Harts Mill Run Rd., &
Southern Coast Line Railroad
Walnut Creek & UTs of Walnut Creek and Pender's Mill Run
Determination Date: 02/02/2018
Staff: Jeremiah Dow
Stream
Feature
EXPO)
Not@
Subjectt�1
Subject
Start
Stop@
Soil
Survey
USGS
Topo
A
UP
X
Throughout
X
X
B
UP
X
Throughout
X
X
C
UP
X
Throughout
X
X
D
Not
X
_
—
X
Present
Segment 1:
Segment 1:
E
UP
X
35.926897, -77.659916
35.927033, -77.659813
X
Segment 2:
Segment 2:
DWR Flag
Conf, w/ Feature G
----"Nothing Compares
State of North Carolina I Environmental Quality I Water Resources I Raleigh Regional Office
1628 Mail service Center I Raleigh, North Carolina 27699-1628
9197914200

Kingsboro Road Tract
Edgecombe County
02/15/2018
Page 2 of 3
Stream
Feature
E/UP(I)
Not (a)
Subject
Subject
Start@
Stop@
Soil
Surve
USGS
To o
F
UP
X
Pond
Conf. w/ Feature G
X
X
G
UP
X
Segment 1: South
property boundary
Segment 2:
35.918841, -77.652069
Segment 1:
35.917822,-77.652294
Segment 2:
Conf. w/ Feature A
X
X
H
I/P
X
35.918922, -77.651727
Conf. w/ Feature G
X
X
I
UP
X
35.923761,-77.649066
Conf. w/ Feature G
X
X
J
E
X
—
—
X
K
UP
X
DWR Flag
Pond 2
X
X
L
E
X
—
—
X
M
(Pond)
Not
Present
X
—
—
X
N
E
X
—
—
X
O
E
X
—
—
X
P
E
X
—
—
X
Q
j E
X
—
—
X
R
E
X
—
—
X
S
I/P
X
35.918702, -77.644236
35.918444, -77.643083
X
X
T
E
X
—
—
X
U
E
X
—
—
X
V
E
X
—
—
X
W
UP
X
Throughout
X
X
X
UP
X
Pond 3
Conf. w/ Feature A
X
X
Y
Not
Present
X
—
—
X
Pond 1
—
X
—
—
X
X
Pond 2
—
X
—
—
X_
X
Pond 3
—
X
—
—
X
X
Pond 4
—
X
—
—
X
X
(1) E = Ephemeral, I = Intermittent, P = Perennial
(2) Refers to riparian buffer rules only. Stream or pond impacts are still subject to applicable water quality standards and permitting requirements.
Explanation: The stream(s)/pond(s) listed above has been located on the most recent published NRCS Soil Survey
of Edgecombe County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000
scale. Each feature that is checked "Not Subject" has been determined to not be an intermittent stream, perennial
stream, a pond connected to a stream feature, or the feature is determined not to be present. Stream features that are
checked "Subject' have been located on the property and possess characteristics that qualify it to be subject to the
buffer rules. There may be other streams located on the property that do not show up on the maps referenced above
and are therefore not subject to the buffer rules. However, if the stream features are present on the tract they are

Kingsboro Road Tract
Edgecombe County
02/15/2018
Page 3 of 3
subject to all other applicable North Carolina stream standards and permitting requirements as outlined in 15A
NCAC 0213, and may be considered jurisdictional according to the US Army Corps of Engineers.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: c/o Karen Higgins;
DWR — 401 & Buffer Permitting Unit, 1617 Mail Service Center; Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEx, etc.): Karen Higgins; DWR — 401 & Buffer Permitting Unit, 512 N. Salisbury
Street, Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, an appeal is requested within sixty (60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
Ifyo ve questions regarding this determin n, please feel free to contact Jeremiah Dow at [phone].
rcerel;' /
Danny Smith,
Supervisor, ater Quality Regional Operations Center
cc: RRO DWR File Copy
John Davis, Soil Horizons, Inc. (email: [e-mail])

Legend: 'F'
a "y " Map provided by NCDEQ Division of Water Resources
- Approximate Site Boundary TBRRO #18-005
� ,,,• � :: Locations are approximate and are provided for reference only
i0l A' r " P 9� X, Y Pond 1
7
1 �� �d pnR Pond `,ql
V ..
�. �„ f 4,n,. --. I��eeffMfa �
r WaC 111
f. D f
Pa'.` T WaC f. %1 Pond C /
Was Pond Wad
!,� i 96
W aL 0
M (Pond)
SM
LY J, / WaB� � A GoA
A L � vAy(
r- F Was
aC7 WA Y 8 �12a
101'* d ' w 4� E. x q 1 K
R
M• arE �,,. �"'��ii� - 5 W�F4 YA::
r� H
BID kd N —
.�--� -_
A
AyR P I'll
t
NaA WAC, t YB WR xA 1 rxA °,°
ha NoH
1
A N [iia AYR,;,, t 5 is !~ ,
Nrig Aye A S
Gr 88
APA
1205 acre tract situated between
Old Hwy. 64, Kingsboro Rd., &
Harts Mill Run Rd.,
Edgecombe County
-M 1 Ay,A

Legend: '�" Map provided by NCDEQ Division of Water Resources
- Approximate Site Boundary E. TBRRO #18-005
Locations are approximate and are provided for reference only
.v�d.
}Pond I
X
L
Pond 2 N
-
,?.4..v w. r
Alt Isease-74-
C ! 1 --_ - •
Pond 3 Pond 4 r T .,
- _ --
t
f, .
` f
1� I `K —�i• Fi A
C- l
e
C `
v*
V
-- 64
' f G ,DEERVWALK ! ,
f
Psb[)ru 1 s �'
erielo
i
+— - I(,ll it �j
,
0
1205 acre tract situated between 1` ~ -'— 8 —'—`~—r
Old Hwy. 64, Kingsboro Rd., & ( - 'S I i ai tSht)i[)
Harts Mill Run Rd.,
Edgecombe County
y
* Not shown on Soil Ma

W A 7F9
Subject
Michael F. Easley, Governor
OF
�GWilliam
USGS
Topo
G. Ross Jr., Secretary
O�
7
North Carolina Department
of Environment and Natural Resources
r
B
Ceen H. Sullins, Director
ti
p r
X
D
Division of Water Gualdy
C
November 4, 2008
Fla 1-17
X
REVISED February 9, 1009
D X
Soil Horizons, Inc.
X
Attn: John Davis
E
X
Post Office Box 1063
X
Youngsville, INC 27596
X
Pond
X
X
TBRRO#08-206
X
SCL Culvert Fla 15-17
Edgecombe County
BASIN:
G
X
Neuse River
Tar -Pamlico
X
1( 5A NCAC 2B .0233)
(15A NCAC 2B .0259)
DWQ Flag`Start
TRB'
Project Name: Kingsboro Road Tract
Location/Directions: Subject property is a 1205 acre tract situated approximately between Old Hwy 64, Kingsboro
Rd, Harts Mill Run Rd, and the Southern Coast Line Railroad, USGS Hartsease, NRCS Edgecombe County sheet 13
and 17.
Subject Stream: UT to and Walnut Creek, UT to Pender's Mill Ron
Date of Determination: September 19, 2008 and October 13, 2008
Feature(s) Not
Subject
Subject
Start@ Stop@ Stream
Form Pts.
Soil Survey
USGS
Topo
A:
Walnut
Creek
X
Throughout
X
X
B
X
Fla 1-1
X
X
C
X
Fla 1-17
X
X
D X
X
E
X
Fla 21-1
X
F
X
Pond
X
X
G I
X
SCL Culvert Fla 15-17
X
X
G
X
Fla 15-48 Throughout
X
X
H
X
DWQ Flag`Start
TRB'
X
X
I
X
Flag 589
X
X
J X
X
K
X
Fla 37-61
X
X
Pond 1
X
X
X
Pond 2
X
X
X
Continued on next page
NyyoO11Cdd��Caro 55'nna
V71cw#r
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet h2cenr.state.ncus 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal OpporunitylABamahve Action Employer-50%Recycled110%Peg Consumer Paper

Kingsboro Road Tract
Edgecombe County
November 4, 2008 Revised February 9, 2009
Page 2 of 2
Table of Features (Continued)
Explanation: The features) listed above has or have been locatedon the Soil Survey of Edgecombe County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly , DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for
an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60 -day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask
for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
determination is final and binding unless you ask for a hearing within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Martin Ric nd
Environmen al Specialist
CC: Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
RRO/SWP File Copy
NppsrtIs aarolina
JVQtUfrfffl�
Nunn Carolina Division of Water Quality Raleigh Regional Once Surface Water Protection Phone [phone]M Customer Service
Internet h2oarrstak.ncus 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opporknily/AK'maM Action Employer- SD% Reeyderl/lD% Post Consumer Paper
Not
Subject
Explanation: The features) listed above has or have been locatedon the Soil Survey of Edgecombe County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly , DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for
an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60 -day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask
for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
determination is final and binding unless you ask for a hearing within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Martin Ric nd
Environmen al Specialist
CC: Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
RRO/SWP File Copy
NppsrtIs aarolina
JVQtUfrfffl�
Nunn Carolina Division of Water Quality Raleigh Regional Once Surface Water Protection Phone [phone]M Customer Service
Internet h2oarrstak.ncus 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opporknily/AK'maM Action Employer- SD% Reeyderl/lD% Post Consumer Paper

Environmental
Quality
ROY COOPER
Governor
February 9, 2018
Mr. Philip S. Harris, P.E., CPM
Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
Subject: EEP Mitigation Acceptance Letter:
R-5868, Triangle Tyre Project Diamond, Edgecombe County
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide
the stream, wetland and buffer mitigation for the subject project. Based on the information supplied by you on
February 7, 2018, the stream, wetland and buffer impacts are located in CU 03020101 of the Tar -Pamlico River
basin in the Northern Inner Coastal Plain (NICP) Eco -Region, and are as follows:
Stream and
Wetlands
River Basin
CU
Location
Eco-
Region
Stream
Wetlands
Cold
Cool
Warm
Riparian
Non-
Coastal
Riparian
Marsh
Impacts
Tar -Pamlico
03020101
NICP
0
0
2,134.0
8.56
0
0
Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for
details.
All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer
Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be
provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's Buffer Authorization
Certification, DMS will transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund.
Upon completion of transfer payment, NCDOT will have completed its riparian buffer mitigation responsibility
for TIP Number R-5868. Subsequently, DMS will conduct a review of current NCDOT ILF Program mitigation
projects in the river basin to determine if available buffer mitigation credits exist. If there are buffer mitigation
credits available, then the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer
mitigation credits from NCDOT ELF Program.
Nothing Compares
State of North Carolina I Environmental Quality
217 West )ones Street 1 1601 Mail Service Center I Raleigh, North Carolina 27699-1601
919 707 8600

Mr. Harris
February 9, 2018
Page Two
NCDOT TIP R-5868
Buffer
River Basin
CU
Eco-
Region
Buffer Impacts
Zone 1
Zone 2
TOTAL
Impacts
Tar -Pamlico
03020101
NICP
64,363.0
40,956.0
105,319.0
The impacts and associated mitigation needs were not projected by the NCDOT in the 2018 impact data.
DMS commits to implement sufficient compensatory stream, wetland and buffer mitigation credits to offset the
impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed
in Section F.3.c.iii of the In -Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts
are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter
will be required from DMS
8420.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919 -707 -
Sincerely,
J B. Stanfill
DMS Credit Management Supervisor
Cc: Ms. Jean Gibby, USACE — Raleigh Regulatory Field Office
Ms. Sue Homewood, NC Division of Water Resources
File: R-5868
Nothing Compares
State of North Carolina I Environmental Quality
217 West Jones Street 11601 Mail Service Center I Raleigh, North Carolina 27699-1601
919 707 8600

ies user manual version z.i
INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5 -minute topographic
quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same
property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User
Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if any supplementary
measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECT / SITE INFORMATION:
1. Project name (if any): Project Diamond - Kingsboro Site 2. Date of evaluation: February 15, 2018
3. Applicant/owner name: Edgecombe County 4. Assessor name/organization: G. Price, R. Crowther
5. County: Edgecombe County 6. Nearest named water body
7. River Basin: Tar -Pamlico on USGS 7.5 -minute quad: Penders Mill Run
8. Site coordinates (decimal degrees, at lower end of assessment reach): 35.9186, -77.6437
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): Buffer Site 8 10. Length of assessment reach evaluated (feet): 360
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 2 r Unable to assess channel depth.
12. Channel width at top of bank (feet): 3 13. Is assessment reach a swamp stream? [,Yes [+; No
14. Feature type: [, Perennial flow F; Intermittent flow [;Tidal Marsh Stream
STREAM RATING INFORMATION:
15. NC SAM Zone: [;Mountains (M) [;Piedmont (P) [+; Inner Coastal Plain (1) [;Outer Coastal Plain (0)
16. Estimated geomorphic \ /
valley shape (skip for F,a ��� [;b
Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
17. Watershed size: (skip [,Size 1 (< 0.1 mi`) F Size 2 (0.1 to < 0.5 mi`) [;Size 3 (0.5 to < 5 mi`) [;Size 4 (>_ 5 mi)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? FYes [-,No If Yes, check all that appy to the assessment area.
F Section 10 water F Classified Trout Waters F Water Supply Watershed ( [;I [;II [;III [;IV [;V)
F Essential Fish Habitat r Primary Nursery Area r High Quality Waters/Outstanding Resource Waters
F Publicly owned property r NCDWR riparian buffer rule in effect r Nutrient Sensitive Waters
F_ Anadromous fish r 303(d) List r CAMA Area of Environmental Concern (AEC)
F Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
F Designated Critical Habitat (list species):
1. Channel Water- assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
A Water throughout assessment reach.
B No flow, water in pools only.
C No water in assessment reach.
2. Evidence of Flow Restriction - assessment reach metric
;A At least 10% of assessment reach in -stream habitat or riffle -pool sequence is adversely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates).
B Not
3. Feature Pattern - assessment reach metric
A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
[;B Not A.
4. Feature Longitudinal Profile - assessment reach metric
[+;A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming,
over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of
these disturbances).
[;B Not
5. Signs of Active Instability- assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
A < 10% of channel unstable
+, B 10 to 25% of channel unstable
C > 25% of channel unstable
6. Streamside Area Interaction - streamside area metric
Consider for the Left Bank (LB) and the Right Bank (RB).
LB RB
[;A [;A Little or no evidence of conditions that adversely affect reference interaction
[+;B B Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited streamside area access, disruption of flood flows through streamside area,
leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
[;C [;C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision,
disruption of flood flows through streamside area] or too much floodplain/intertidal zone access [examples:
impoundments, intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a
man-made feature on an interstream divide
7. Water Quality Stressors - assessment reach/intertidal zone metric
Check all that apply.
A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam)
B Excessive sedimentation (burying of stream features or intertidal zone)

r C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
F_ D Odor (not including natural sulfide odors)
r E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in the "Notes/Sketch"
section.
F F Livestock with access to stream or intertidal zone
F G Excessive algae in stream or intertidal zone
F H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc.)
F I Other: (explain in "Notes/Sketch" section)
F, J Little to ho stressors
8. Recent Weather- watershed metric
For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a
drought.
(" A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours
(" B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
{: C No drought conditions
9 Large or Dangerous Stream - assessment reach metric
Yes f-- No Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Streamside Area Ground Surface Condition).
10. Natural In -stream Habitat Types - assessment reach metric
10a. (-Yes { -,No Degraded in -stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in -stream hardening [for example, rip -rap], recent dredging, and snagging)
(evaluate for size 4 Coastal Plain streams only, then skip to Metric 12)
10b. Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
F A Multiple aquatic macrophytes and aquatic mosses N r F 5% oysters or other natural hard bottoms
(include liverworts, lichens, and algal mats) H m r G Submerged aquatic vegetation
F B Multiple sticks and/or leaf packs and/or emergent o `' r H Low -tide refugia (pools)
vegetation t o r I Sand bottom
F C Multiple snags and logs (including lap trees) L E2 r J 5% vertical bank along the marsh
F D 5% undercut banks and/or root mats and/or roots 02 r K Little or no habitat
in banks extend to the normal wetted perimeter
F E Little or no habitat
***...**'**`*******************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS****'***********************
11. Bedform and Substrate- assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11 a. f- Yes (-,No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams)
11b. Bedfo rm evaluated. Check the appropriate box(es).
F_ A Riffle -run section (evaluate 11c)
F B Pool -glide section (evaluate 11d)
r C Natural bedform absent (skip to Metric 12, Aquatic Life)
11c. In riffles sections, check all that occur below the normal wetted perimeter of the assessment reach - whether or not submerged.
Check at least one box in each row (skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present (NP) _
absent, Rare (R) = present but <- 10%, Common (C) _ > 10-40%, Abundant (A) _ > 40-70%, Predominant (P) _ > 70%. Cumulative
percentages should not exceed 100% for each assessment reach.
NP R C A P
Bedrock/saprolite
Boulder (256 - 4096 mm)
Cobble (64 - 256 mm)
Gravel (2 - 64 mm)
Sand (.062-2 mm)
Silt/clay (< 0.062 mm)
Detritus
Artificial (rip -rap, concrete, etc.)
11 d. r-, Yes [ , No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12. Aquatic Life - assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12a. (i Yes (,No Was an in -stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. [,No Water ,Other:
12b. (*-Yes { -,No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check
all that apply. If No, skip to Metric 13.
1 >1 Numbers over columns refer to "individuals" for size 1 and 2 streams and "taxa" for size 3 and 4 streams.
F_ r Adult frogs
F r Aquatic reptiles
r r Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats)
F r Beetles (including water pennies)
F_ r Caddisfly larvae (Trichoptera [T])
F r Asian clam (Corbicula )
F-71 r Crustacean (isopod/amphipod/crayfish/shrimp)
F r Damselfly and dragonfly larvae
F, r Dipterans (true flies)
F r Mayfly larvae (Ephemeroptera [E])
F r Megaloptera (alderfly, fishily, dobsonfly larvae)
F r Midges/mosquito larvae
F r Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
r r Mussels/Clams (not Corbicula )
F r Other fish
F r Salamanders/tadpoles
r r Snails
F r Stonefly larvae (Plecoptera [P])
F r Tipulid larvae

F F Worms/leeches
13. Streamside Area Ground Surface Condition - streamside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and
upland runoff.
RB
LB
RB
A
A
A
Little or no alteration to water storage capacity over a majority of the streamside area
B
; B
Moderate alteration to water storage capacity over a majority of the streamside area
C
; C
Severe alteration to water storage capacity over a majority of the streamside area (examples include: ditches, fill,
D D From 10 to < 30 -feet wide
E
soil, compaction, livestock disturbance, buildings, man-made levees, drainage pipes)
14. Streamside Area Water Storage - streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area.
LB RB
[;A A Majority of streamside area with depressions able to pond water>-- 6 inches deep
[+; B B Majority of streamside area with depressions able to pond water 3 to 6 inches deep
[;C C Majority of streamside area with depressions able to pond water < 3 inches deep
15. Wetland Presence - streamside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the
normal wetted perimeter of assessment reach.
LB RB
Y Y Are wetlands present in the streamside area?
N N
16. Baseflow Contributors - assessment reach metric (skip for size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
F A Streams and/or springs (jurisdictional discharges)
F B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
F C Obstruction that passes some flow during low -flow periods within assessment area (beaver dam, bottom -release dam)
F D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage)
F E Stream bed or bank soil reduced (dig through deposited sediment if present)
F F None of the above
17. Baseflow Detractors -assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
F A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
F B Obstruction not passing flow during low flow periods affecting the assessment reach (ex: watertight dam, sediment deposit)
F C Urban stream (>> 24% impervious surface for watershed)
F D Evidence that the stream -side area has been modified resulting in accelerated drainage into the assessment reach
F E Assessment reach relocated to valley edge
F F None of the above
18. Shading -assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider "leaf -on" condition.
[+;A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
[;B Degraded (example: scattered trees)
[;C Stream shading is gone or largely absent
19. Buffer Width - streamside area metric (skip for Tidal Marsh Streams)
Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top
of bank out to the first break.
Vegetated Wooded
LB
RB
LB RB
A
A
A A >- 100 -feet wide or extends to the edge of the watershed
B;
B;
B B From 50 to < 100 -feet wide
C;
C;
C C From 30 to < 50 -feet wide
D
; D;
D D From 10 to < 30 -feet wide
E
E;
E E < 10 -feet wide or no trees
20. Buffer Structure - streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width).
LB
RB
[+;A
;A;A
[;B
Mature forest
B
B
Non -mature woody vegetation or modified vegetation structure
C
C
Herbaceous vegetation with or without a strip of trees < 10 feet wide
�D
D
Maintained shrubs
E
E
Little or no vegetation
21. Buffer Stressors - streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but
is within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22: r
Abuts < 30 feet 30-50 feet
LB
RB
LB RB LB RB
A
A
[;A A [;A A Row crops
[;B
B
[;B B [;B B Maintained turf
[�C
C
C C C C Pasture (no livestock)/commercial horticulture
[;D
D
[;D D [;D D Pasture (active livestock use)
22. Stem
Density- streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width).
LB
RB
[+;A
[+;A
Medium to high stem density
[;B
B
Low stem density
[;C
C
No wooded riparian buffer or predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer- streamside area metric (skip for Tidal Marsh Streams)

Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10 -feet wide.
LB RB
�A A The total length of buffer breaks is < 25 percent.
[;B [;B The total length of buffer breaks is between 25 and 50 percent.
[;C [;C The total length of buffer breaks is > 50 percent.
24. Vegetative Composition — First 100 feet of streamside area metric (skip for Tidal Marsh Streams)
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes
to assessment reach habitat.
LB RB
A A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native
species, with non-native invasive species absent or sparse.
+, B+, B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear -cutting or clearing or
communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or
communities missing understory but retaining canopy trees.
;C [ ;C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non -characteristic species or communities inappropriately composed of a single species or no vegetation.
25. Conductivity— assessment reach metric (skip for all Coastal Plain streams)
25a. ,Yes [,No Was a conductivity measurement recorded?
If No, select one of the following reasons. [,No Water Other:
25b. Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter).
r-, A <46 r-, B 46 to < 67 r-, C 67 to < 79 r-, D 79 to < 230 r; E >! 230

NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name Project Diamond - Kingsboro Site Date of Evaluation February 15, 2018
Stream Category lag Assessor Name/Organization G. Price, R. Crowther
Notes of Field Assessment Form (Y/N) NO
Presence of regulatory considerations (Y/N) YES
Additional stream information/supplementary measurements included (Y/N) NO
INC SAM feature type (perennial, intermittent, Tidal Marsh Stream) Intermittent
USACE/
NCDWR
Function Class Rating Summary
All Streams
Intermittent
(1) Hydrology
MEDIUM
MEDIUM
(2) Baseflow
MEDIUM
HIGH
(2) Flood Flow
MEDIUM
MEDIUM
(3) Streamside Area Attenuation
HIGH
HIGH
(4) Floodplain Access
MEDIUM
MEDIUM
(4) Wooded Riparian Buffer
HIGH
HIGH
(4) Microtopography
MEDIUM
MEDIUM
(3) Stream Stability
LOW
LOW
(4) Channel Stability
MEDIUM
MEDIUM
(4) Sediment Transport
LOW
LOW
(4) Stream Geomorphology
LOW
LOW
(2) Stream/Intertidal Zone Interaction
NA
NA
(2) Longitudinal Tidal Flow
NA
NA
(2) Tidal Marsh Stream Stability
NA
NA
(3) Tidal Marsh Channel Stability
NA
NA
(3) Tidal Marsh Stream Geomorphology
NA
NA
(1) Water Quality
MEDIUM
MEDIUM
(2) Baseflow
MEDIUM
HIGH
(2) Streamside Area Vegetation
HIGH
HIGH
(3) Upland Pollutant Filtration
HIGH
HIGH
(3) Thermoregulation
HIGH
HIGH
(2) Indicators of Stressors
NO
NO
(2) Aquatic Life Tolerance
LOW
NA
(2) Intertidal Zone Filtration
NA
NA
(1) Habitat
LOW
LOW
(2) In -stream Habitat
LOW
LOW
(3) Baseflow
MEDIUM
HIGH
(3) Substrate
LOW
LOW
(3) Stream Stability
MEDIUM
MEDIUM
(3) In -stream Habitat
LOW
LOW
(2) Stream -side Habitat
HIGH
HIGH
(3) Stream -side Habitat
HIGH
HIGH
(3) Thermoregulation
HIGH
HIGH
(2) Tidal Marsh In -stream Habitat
NA
NA
(3) Flow Restriction
NA
NA
(3) Tidal Marsh Stream Stability
NA
NA
(4) Tidal Marsh Channel Stability
NA
NA
(4) Tidal Marsh Stream Geomorphology
NA
NA
(3) Tidal Marsh In -stream Habitat
NA
NA
(2) Intertidal Zone Habitat
NA
NA
Overall
MEDIUM
MEDIUM

x
r,�
nom.;
3 � i
"{�
r
4_

ies user manual version z.i
INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5 -minute topographic
quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same
property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User
Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if any supplementary
measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECT / SITE INFORMATION:
1. Project name (if any): Project Diamond - Kingsboro Site 2. Date of evaluation: February 15, 2018
3. Applicant/owner name: Edgecombe County 4. Assessor name/organization: G. Price, R. Crowther
5. County: Edgecombe County 6. Nearest named water body
7. River Basin: Tar -Pamlico on USGS 7.5 -minute quad: Walnut Creek
8. Site coordinates (decimal degrees, at lower end of assessment reach): 35.9239, -77.6492
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): Buffer Site 10 UPS 10. Length of assessment reach evaluated (feet): 140
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 1 r Unable to assess channel depth.
12. Channel width at top of bank (feet): 2 13. Is assessment reach a swamp stream? [,Yes [+; No
14. Feature type: F; Perennial flow [; Intermittent flow [;Tidal Marsh Stream
STREAM RATING INFORMATION:
15. NC SAM Zone: [;Mountains (M) [;Piedmont (P) [+; Inner Coastal Plain (1) [;Outer Coastal Plain (0)
16. Estimated geomorphic \ /
valley shape (skip for F,a ��� [;b
Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
17. Watershed size: (skip [.Size 1 (< 0.1 mi`) [,Size 2 (0.1 to < 0.5 mi`) [;Size 3 (0.5 to < 5 mi`) [;Size 4 (>_ 5 mi)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? FYes [-,No If Yes, check all that appy to the assessment area.
F Section 10 water F Classified Trout Waters F Water Supply Watershed ( [;I [;II [;III [;IV [;V)
F Essential Fish Habitat r Primary Nursery Area r High Quality Waters/Outstanding Resource Waters
F Publicly owned property r NCDWR riparian buffer rule in effect r Nutrient Sensitive Waters
F_ Anadromous fish r 303(d) List r CAMA Area of Environmental Concern (AEC)
F Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
F Designated Critical Habitat (list species):
1. Channel Water- assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
A Water throughout assessment reach.
B No flow, water in pools only.
C No water in assessment reach.
2. Evidence of Flow Restriction - assessment reach metric
A At least 10% of assessment reach in -stream habitat or riffle -pool sequence is adversely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates).
[+;B Not
3. Feature Pattern - assessment reach metric
[+;A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
[;B Not A.
4. Feature Longitudinal Profile - assessment reach metric
[+;A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming,
over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of
these disturbances).
[;B Not
5. Signs of Active Instability- assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
A < 10% of channel unstable
B 10 to 25% of channel unstable
C > 25% of channel unstable
6. Streamside Area Interaction - streamside area metric
Consider for the Left Bank (LB) and the Right Bank (RB).
LB RB
[;A [;A Little or no evidence of conditions that adversely affect reference interaction
[+;B B Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited streamside area access, disruption of flood flows through streamside area,
leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
[;C [;C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision,
disruption of flood flows through streamside area] or too much floodplain/intertidal zone access [examples:
impoundments, intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a
man-made feature on an interstream divide
7. Water Quality Stressors - assessment reach/intertidal zone metric
Check all that apply.
A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam)
B Excessive sedimentation (burying of stream features or intertidal zone)

r C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
F_ D Odor (not including natural sulfide odors)
r E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in the "Notes/Sketch"
section.
F F Livestock with access to stream or intertidal zone
F G Excessive algae in stream or intertidal zone
F H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc.)
F I Other: (explain in "Notes/Sketch" section)
F, J Little to ho stressors
Recent Weather -watershed metric
For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a
drought.
(" A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours
(" B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
{: C No drought conditions
9 Large or Dangerous Stream - assessment reach metric
Yes f-- No Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Streamside Area Ground Surface Condition).
10. Natural In -stream Habitat Types - assessment reach metric
10a. (-Yes { -,No Degraded in -stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in -stream hardening [for example, rip -rap], recent dredging, and snagging)
(evaluate for size 4 Coastal Plain streams only, then skip to Metric 12)
10b. Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
F A Multiple aquatic macrophytes and aquatic mosses m N r F 5% oysters or other natural hard bottoms
(include liverworts, lichens, and algal mats) H m r G Submerged aquatic vegetation
F B Multiple sticks and/or leaf packs and/or emergent o `- �, r H Low -tide refugia (pools)
vegetation t o r I Sand bottom
F C Multiple snags and logs (including lap trees) L E2 r J 5% vertical bank along the marsh
P D 5% undercut banks and/or root mats and/or roots 02 r K Little or no habitat
in banks extend to the normal wetted perimeter
F E Little or no habitat
****************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH
11. Bedform and Substrate- assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11 a. r Yes (-,No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams)
11b. Bedform evaluated. Check the appropriate box(es).
P A Riffle -run section (evaluate 11c)
F, B Pool -glide section (evaluate 11d)
r C Natural bedform absent (skip to Metric 12, Aquatic Life)
11 c. In riffles sections, check all that occur below the normal wetted perimeter of the assessment reach - whether or not submerged.
Check at least one box in each row (skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present (NP) _
absent, Rare (R) = present but <- 10%, Common (C) _ > 10-40%, Abundant (A) _ > 40-70%, Predominant (P) _ > 70%. Cumulative
percentages should not exceed 100% for each assessment reach.
NP R C A P
Bedrock/saprolite
Boulder (256 - 4096 mm)
Cobble (64 - 256 mm)
Gravel (2-64 mm)
Sand (.062-2 mm)
Silt/clay (< 0.062 mm)
Detritus
Artificial (rip -rap, concrete, etc.)
11 d. Yes [+; No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12. Aquatic Life - assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12a. (*-Yes (-,No Was an in -stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. [,No Water ,Other:
12b. (i Yes {-,No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check
all that apply. If No, skip to Metric 13.
1 >1 Numbers over columns refer to "individuals" for size 1 and 2 streams and "taxa" for size 3 and 4 streams.
F_ r Adult frogs
F r Aquatic reptiles
r r Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats)
F r Beetles (including water pennies)
F_ r Caddisfly larvae (Trichoptera [T])
F i- Asian clam (Corbicula )
F-71 r Crustacean (isopod/amphipod/crayfish/shrimp)
F r Damselfly and dragonfly larvae
F r Dipterans (true flies)
F r Mayfly larvae (Ephemeroptera [E])
F r Megaloptera (alderfly, fishily, dobsonfly larvae)
F r Midges/mosquito larvae
F r Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
r r Mussels/Clams (not Corbicula )
F r Other fish
F r Salamanders/tadpoles
r r Snails
F r Stonefly larvae (Plecoptera [P])
F F_ Tipulid larvae

F F Worms/leeches
13. Streamside Area Ground Surface Condition - streamside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and
upland runoff.
RB
LB
RB
A
A
;A
Little or no alteration to water storage capacity over a majority of the streamside area
B
; B
Moderate alteration to water storage capacity over a majority of the streamside area
C
C
Severe alteration to water storage capacity over a majority of the streamside area (examples include: ditches, fill,
D D From 10 to < 30 -feet wide
E
soil, compaction, livestock disturbance, buildings, man-made levees, drainage pipes)
14. Streamside Area Water Storage - streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area.
LB RB
[;A A Majority of streamside area with depressions able to pond water>-- 6 inches deep
B B Majority of streamside area with depressions able to pond water 3 to 6 inches deep
C C Majority of streamside area with depressions able to pond water < 3 inches deep
15. Wetland Presence - streamside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the
normal wetted perimeter of assessment reach.
LB RB
Y ;Y Are wetlands present in the streamside area?
N N
16. Baseflow Contributors - assessment reach metric (skip for size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
F A Streams and/or springs (jurisdictional discharges)
F B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
F C Obstruction that passes some flow during low -flow periods within assessment area (beaver dam, bottom -release dam)
F D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage)
F E Stream bed or bank soil reduced (dig through deposited sediment if present)
F F None of the above
17. Baseflow Detractors -assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
F A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
F B Obstruction not passing flow during low flow periods affecting the assessment reach (ex: watertight dam, sediment deposit)
F C Urban stream (>> 24% impervious surface for watershed)
F D Evidence that the stream -side area has been modified resulting in accelerated drainage into the assessment reach
F E Assessment reach relocated to valley edge
F F None of the above
18. Shading -assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider "leaf -on" condition.
[;A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
[;B Degraded (example: scattered trees)
[+;C Stream shading is gone or largely absent
19. Buffer Width - streamside area metric (skip for Tidal Marsh Streams)
Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top
of bank out to the first break.
Vegetated Wooded
LB
RB
LB RB
A
A
A A >- 100 -feet wide or extends to the edge of the watershed
B;
B;
B B From 50 to < 100 -feet wide
C;
C;
C C From 30 to < 50 -feet wide
D
; D;
D D From 10 to < 30 -feet wide
E
E;
E E ; E < 10 -feet wide or no trees
20. Buffer Structure - streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width).
LB
RB
A
A
A
Mature forest
B
B
Non -mature woody vegetation or modified vegetation structure
;C;C
23. Continuity of Vegetated Buffer- streamside area metric (skip for Tidal Marsh Streams)
Herbaceous vegetation with or without a strip of trees < 10 feet wide
�D
D
Maintained shrubs
E
E
Little or no vegetation
21. Buffer Stressors - streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but
is within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22: (-
Abuts < 30 feet 30-50 feet
LB
RB
LB RB LB RB
A
A A A Row crops
B;
B
B B B; B Maintained turf
C
C
C C C Pasture (no livestock)/commercial horticulture
[;D
D
D [;D D Pasture (active livestock use)
22. Stem
Density - streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width).
LB
RB
[;A
A
Medium to high stem density
[;B
B
Low stem density
C
C
No wooded riparian buffer or predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer- streamside area metric (skip for Tidal Marsh Streams)

Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10 -feet wide.
LB RB
�A A The total length of buffer breaks is < 25 percent.
[;B [;B The total length of buffer breaks is between 25 and 50 percent.
[;C [;C The total length of buffer breaks is > 50 percent.
24. Vegetative Composition — First 100 feet of streamside area metric (skip for Tidal Marsh Streams)
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes
to assessment reach habitat.
LB RB
A A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native
species, with non-native invasive species absent or sparse.
B; B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear -cutting or clearing or
communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or
communities missing understory but retaining canopy trees.
+;C [;C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non -characteristic species or communities inappropriately composed of a single species or no vegetation.
25. Conductivity— assessment reach metric (skip for all Coastal Plain streams)
25a. ,Yes [,No Was a conductivity measurement recorded?
If No, select one of the following reasons. [,No Water Other:
25b. Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter).
r-, A <46 r-, B 46 to < 67 r-, C 67 to < 79 r-, D 79 to < 230 r; E >! 230

NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name Project Diamond - Kingsboro Site
Stream Category lai
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
INC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
Date of Evaluation February 15, 2018
Assessor Name/Organization G. Price, R. Crowther
NO
YES
NO
Perennial
USACE/ NCDWR
Function Class Rating Summary
All Streams Intermittent
(1) Hydrology
LOW
(2) Baseflow
HIGH
(2) Flood Flow
LOW
(3) Streamside Area Attenuation
LOW
(4) Floodplain Access
MEDIUM
(4) Wooded Riparian Buffer
LOW
(4) Microtopography
LOW
(3) Stream Stability
LOW
(4) Channel Stability
LOW
(4) Sediment Transport
HIGH
(4) Stream Geomorphology
LOW
(2) Stream/Intertidal Zone Interaction
NA
(2) Longitudinal Tidal Flow
NA
(2) Tidal Marsh Stream Stability
NA
(3) Tidal Marsh Channel Stability
NA
(3) Tidal Marsh Stream Geomorphology
NA
(1) Water Quality
MEDIUM
(2) Baseflow
HIGH
(2) Streamside Area Vegetation
LOW
(3) Upland Pollutant Filtration
LOW
(3) Thermoregulation
LOW
(2) Indicators of Stressors
NO
(2) Aquatic Life Tolerance
MEDIUM
(2) Intertidal Zone Filtration
NA
(1) Habitat
LOW
(2) In -stream Habitat
LOW
(3) Baseflow
HIGH
(3) Substrate
HIGH
(3) Stream Stability
LOW
(3) In -stream Habitat
LOW
(2) Stream -side Habitat
LOW
(3) Stream -side Habitat
LOW
(3) Thermoregulation
LOW
(2) Tidal Marsh In -stream Habitat
NA
(3) Flow Restriction
NA
(3) Tidal Marsh Stream Stability
NA
(4) Tidal Marsh Channel Stability
NA
(4) Tidal Marsh Stream Geomorphology
NA
(3) Tidal Marsh In -stream Habitat
NA
(2) Intertidal Zone Habitat
NA
Overall
LOW

Photo 5. UT to Walnut Creek (Permit Site 10 Upstream) Photo 6. UT to Walnut Creek (Permit Site 10 Upstream)
Photo 7. UT to Walnut Creek (Permit Site 10 Upstream) Photo 8. UT to Walnut Creek (Permit Site 10 Upstream)

ies user manual version z.i
INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5 -minute topographic
quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same
property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User
Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if any supplementary
measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECT / SITE INFORMATION:
1. Project name (if any): Project Diamond - Kingsboro Site 2. Date of evaluation: February 15, 2018
3. Applicant/owner name: Edgecombe County 4. Assessor name/organization: G. Price, R. Crowther
5. County: Edgecombe County 6. Nearest named water body
7. River Basin: Tar -Pamlico on USGS 7.5 -minute quad: Walnut Creek
8. Site coordinates (decimal degrees, at lower end of assessment reach): 35.9245, -77.6498
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): Buffer Site 10 DNS 10. Length of assessment reach evaluated (feet): 330
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 4 r Unable to assess channel depth.
12. Channel width at top of bank (feet): 7 13. Is assessment reach a swamp stream? [,Yes [+; No
14. Feature type: F; Perennial flow [; Intermittent flow [;Tidal Marsh Stream
STREAM RATING INFORMATION:
15. NC SAM Zone: [;Mountains (M) [;Piedmont (P) [+; Inner Coastal Plain (1) [;Outer Coastal Plain (0)
16. Estimated geomorphic \ /
valley shape (skip for r -,a ��� [+;b
Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
17. Watershed size: (skip Size 1 (< 0.1 mi`) F Size 2 (0.1 to < 0.5 mi`) [; Size 3 (0.5 to < 5 mi`) [; Size 4 (>_ 5 mi)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? FYes [-,No If Yes, check all that appy to the assessment area.
F Section 10 water F Classified Trout Waters F Water Supply Watershed ( [;I [;II [;III [;IV [;V)
F Essential Fish Habitat r Primary Nursery Area r High Quality Waters/Outstanding Resource Waters
F Publicly owned property r NCDWR riparian buffer rule in effect r Nutrient Sensitive Waters
F_ Anadromous fish r 303(d) List r CAMA Area of Environmental Concern (AEC)
F Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
F Designated Critical Habitat (list species):
1. Channel Water- assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
A Water throughout assessment reach.
B No flow, water in pools only.
C No water in assessment reach.
2. Evidence of Flow Restriction - assessment reach metric
A At least 10% of assessment reach in -stream habitat or riffle -pool sequence is adversely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates).
[+;B Not
3. Feature Pattern - assessment reach metric
[;A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
[+;B Not A.
4. Feature Longitudinal Profile - assessment reach metric
[+;A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming,
over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of
these disturbances).
[;B Not
5. Signs of Active Instability- assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
A < 10% of channel unstable
B 10 to 25% of channel unstable
C > 25% of channel unstable
6. Streamside Area Interaction - streamside area metric
Consider for the Left Bank (LB) and the Right Bank (RB).
LB RB
[;A [;A Little or no evidence of conditions that adversely affect reference interaction
[;B [;B Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited streamside area access, disruption of flood flows through streamside area,
leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
[+;C C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision,
disruption of flood flows through streamside area] or too much floodplain/intertidal zone access [examples:
impoundments, intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a
man-made feature on an interstream divide
7. Water Quality Stressors - assessment reach/intertidal zone metric
Check all that apply.
A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam)
B Excessive sedimentation (burying of stream features or intertidal zone)

r C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
F_ D Odor (not including natural sulfide odors)
r E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in the "Notes/Sketch"
section.
F F Livestock with access to stream or intertidal zone
F G Excessive algae in stream or intertidal zone
F H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc.)
F I Other: (explain in "Notes/Sketch" section)
F, J Little to ho stressors
Recent Weather -watershed metric
For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a
drought.
{" A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours
{" B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
{: C No drought conditions
9 Large or Dangerous Stream - assessment reach metric
[,Yes f-- No Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Streamside Area Ground Surface Condition).
10. Natural In -stream Habitat Types - assessment reach metric
10a. (-Yes { -,No Degraded in -stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in -stream hardening [for example, rip -rap], recent dredging, and snagging)
(evaluate for size 4 Coastal Plain streams only, then skip to Metric 12)
10b. Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
F A Multiple aquatic macrophytes and aquatic mosses m N r F 5% oysters or other natural hard bottoms
(include liverworts, lichens, and algal mats) H m r G Submerged aquatic vegetation
F, B Multiple sticks and/or leaf packs and/or emergent o `- �, r H Low -tide refugia (pools)
vegetation t o r I Sand bottom
F C Multiple snags and logs (including lap trees) L E2 r J 5% vertical bank along the marsh
F D 5% undercut banks and/or root mats and/or roots 02 r K Little or no habitat
in banks extend to the normal wetted perimeter
F E Little or no habitat
****************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH
11. Bedform and Substrate- assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11 a. r Yes (-,No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams)
11b. Bedform evaluated. Check the appropriate box(es).
P A Riffle -run section (evaluate 11c)
F B Pool -glide section (evaluate 11d)
r C Natural bedform absent (skip to Metric 12, Aquatic Life)
11 c. In riffles sections, check all that occur below the normal wetted perimeter of the assessment reach - whether or not submerged.
Check at least one box in each row (skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present (NP) _
absent, Rare (R) = present but <- 10%, Common (C) _ > 10-40%, Abundant (A) _ > 40-70%, Predominant (P) _ > 70%. Cumulative
percentages should not exceed 100% for each assessment reach.
NP R C A P
Bedrock/saprolite
Boulder (256 - 4096 mm)
Cobble (64 - 256 mm)
Gravel (2-64 mm)
Sand (.062-2 mm)
Silt/clay (< 0.062 mm)
Detritus
Artificial (rip -rap, concrete, etc.)
11 d. [,Yes [+� No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12. Aquatic Life - assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12a. {; Yes (-,No Was an in -stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. [;No Water [;Other:
12b. (: Yes {-,No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check
all that apply. If No, skip to Metric 13.
1 >1 Numbers over columns refer to "individuals" for size 1 and 2 streams and "taxa" for size 3 and 4 streams.
F_ r Adult frogs
F r Aquatic reptiles
r r Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats)
F r Beetles (including water pennies)
[ r Caddisfly larvae (Trichoptera [T])
F i- Asian clam (Corbicula )
F r Crustacean (isopod/amphipod/crayfish/shrimp)
F r Damselfly and dragonfly larvae
F r Dipterans (true flies)
F r Mayfly larvae (Ephemeroptera [E])
F r Megaloptera (alderfly, fishily, dobsonfly larvae)
F r Midges/mosquito larvae
F r Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
r r Mussels/Clams (not Corbicula )
F r Other fish
F r Salamanders/tadpoles
r r Snails
F r Stonefly larvae (Plecoptera [P])
F F_ Tipulid larvae

F F Worms/leeches
13. Streamside Area Ground Surface Condition - streamside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and
upland runoff.
RB
LB
RB
A
A
A
Little or no alteration to water storage capacity over a majority of the streamside area
B
; B
Moderate alteration to water storage capacity over a majority of the streamside area
C
; C
Severe alteration to water storage capacity over a majority of the streamside area (examples include: ditches, fill,
D D From 10 to < 30 -feet wide
E
soil, compaction, livestock disturbance, buildings, man-made levees, drainage pipes)
14. Streamside Area Water Storage - streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area.
LB RB
[;A A Majority of streamside area with depressions able to pond water>-- 6 inches deep
B B Majority of streamside area with depressions able to pond water 3 to 6 inches deep
C C Majority of streamside area with depressions able to pond water < 3 inches deep
15. Wetland Presence - streamside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the
normal wetted perimeter of assessment reach.
LB RB
Y ;Y Are wetlands present in the streamside area?
N N
16. Baseflow Contributors - assessment reach metric (skip for size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
Fv A Streams and/or springs (jurisdictional discharges)
F B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
F C Obstruction that passes some flow during low -flow periods within assessment area (beaver dam, bottom -release dam)
F D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage)
F E Stream bed or bank soil reduced (dig through deposited sediment if present)
F F None of the above
17. Baseflow Detractors -assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
F A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
F B Obstruction not passing flow during low flow periods affecting the assessment reach (ex: watertight dam, sediment deposit)
F C Urban stream (>> 24% impervious surface for watershed)
F D Evidence that the stream -side area has been modified resulting in accelerated drainage into the assessment reach
F E Assessment reach relocated to valley edge
F F None of the above
18. Shading -assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider "leaf -on" condition.
[+;A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
[;B Degraded (example: scattered trees)
[;C Stream shading is gone or largely absent
19. Buffer Width - streamside area metric (skip for Tidal Marsh Streams)
Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top
of bank out to the first break.
Vegetated Wooded
LB
RB
LB RB
A
A
A A >- 100 -feet wide or extends to the edge of the watershed
B;
B;
B B From 50 to < 100 -feet wide
C;
C;
C C From 30 to < 50 -feet wide
D
; D;
D D From 10 to < 30 -feet wide
E
E;
E E < 10 -feet wide or no trees
20. Buffer Structure - streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width).
LB
RB
[+;A
;A;A
[;B
Mature forest
B
B
Non -mature woody vegetation or modified vegetation structure
C
C
Herbaceous vegetation with or without a strip of trees < 10 feet wide
�D
D
Maintained shrubs
E
E
Little or no vegetation
21. Buffer Stressors - streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but
is within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22: r
Abuts < 30 feet 30-50 feet
LB
RB
LB RB LB RB
A
A
[;A A [;A A Row crops
[;B
B
[;B B [;B B Maintained turf
[�C
C
C C C C Pasture (no livestock)/commercial horticulture
[;D
D
[;D D [;D D Pasture (active livestock use)
22. Stem
Density- streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width).
LB
RB
[+;A
[+;A
Medium to high stem density
[;B
B
Low stem density
[;C
C
No wooded riparian buffer or predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer- streamside area metric (skip for Tidal Marsh Streams)

Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10 -feet wide.
LB RB
�A A The total length of buffer breaks is < 25 percent.
[;B [;B The total length of buffer breaks is between 25 and 50 percent.
[;C [;C The total length of buffer breaks is > 50 percent.
24. Vegetative Composition — First 100 feet of streamside area metric (skip for Tidal Marsh Streams)
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes
to assessment reach habitat.
LB RB
A A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native
species, with non-native invasive species absent or sparse.
+, B+, B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear -cutting or clearing or
communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or
communities missing understory but retaining canopy trees.
;C [ ;C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non -characteristic species or communities inappropriately composed of a single species or no vegetation.
25. Conductivity— assessment reach metric (skip for all Coastal Plain streams)
25a. ,Yes [,No Was a conductivity measurement recorded?
If No, select one of the following reasons. [,No Water Other:
25b. Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter).
r-, A <46 r-, B 46 to < 67 r-, C 67 to < 79 r-, D 79 to < 230 r; E >! 230

NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name Project Diamond - Kingsboro Site
Stream Category Ib2
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
INC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
Date of Evaluation February 15, 2018
Assessor Name/Organization G. Price, R. Crowther
NO
YES
NO
Perennial
USACE/ NCDWR
Function Class Rating Summary
All Streams Intermittent
(1) Hydrology
LOW
(2) Baseflow
HIGH
(2) Flood Flow
LOW
(3) Streamside Area Attenuation
LOW
(4) Floodplain Access
LOW
(4) Wooded Riparian Buffer
HIGH
(4) Microtopography
NA
(3) Stream Stability
MEDIUM
(4) Channel Stability
LOW
(4) Sediment Transport
HIGH
(4) Stream Geomorphology
MEDIUM
(2) Stream/Intertidal Zone Interaction
NA
(2) Longitudinal Tidal Flow
NA
(2) Tidal Marsh Stream Stability
NA
(3) Tidal Marsh Channel Stability
NA
(3) Tidal Marsh Stream Geomorphology
NA
(1) Water Quality
MEDIUM
(2) Baseflow
HIGH
(2) Streamside Area Vegetation
HIGH
(3) Upland Pollutant Filtration
HIGH
(3) Thermoregulation
HIGH
(2) Indicators of Stressors
NO
(2) Aquatic Life Tolerance
LOW
(2) Intertidal Zone Filtration
NA
(1) Habitat
LOW
(2) In -stream Habitat
LOW
(3) Baseflow
HIGH
(3) Substrate
HIGH
(3) Stream Stability
LOW
(3) In -stream Habitat
LOW
(2) Stream -side Habitat
HIGH
(3) Stream -side Habitat
MEDIUM
(3) Thermoregulation
HIGH
(2) Tidal Marsh In -stream Habitat
NA
(3) Flow Restriction
NA
(3) Tidal Marsh Stream Stability
NA
(4) Tidal Marsh Channel Stability
NA
(4) Tidal Marsh Stream Geomorphology
NA
(3) Tidal Marsh In -stream Habitat
NA
(2) Intertidal Zone Habitat
NA
Overall
LOW

:'ail
Photo 9. UT to Walnut Creek (Permit Site 10 Downstream)
Photo 11. UT to Walnut Creek (Permit Site 10 Downstream)
Photo 10. UT to Walnut Creek (Permit Site 10 Downstream)
Photo 12. UT to Walnut Creek (Permit Site 10 Downstream)

Page 1 of 10
EEV" 1 592 f', l 022
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax
Parcel Identifier No. Verified by County on the day of___, 20
By:
Mail/Box to: Pinna Johnston & Burwell P.A., P.O. Box 31788, Raleigh, NC 27622
This instrument was prepared by: Pinna Johnston & Burwell P„A without title search or opinion)
Brief description for the Index: Eason Farm Speight Farm
THIS DEED made this 21 day of December, 2012, by and between
GRANTOR I GRANTEE
C. Allen Rose and wife, Sheree B. Rose
IIIIIIII Illlill IIII IIIIIIIIII ILII Illlllllll Illi IIII Illllll II III
DocID: 002836600010 TVpe: CRP
Recorded: 12/26/2012 at 11:11:35 AM
2718 Old Bailey Highway
Fee Amt: $26.00 Pape I of 10
EDGECOMBE COUNTY, NORTH CAROLINA
Robin W Carpenter Register of Deeds
$K1592PG1022-1031
Nashville, NC 27856
Nashville, NC 27856 interest
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax
Parcel Identifier No. Verified by County on the day of___, 20
By:
Mail/Box to: Pinna Johnston & Burwell P.A., P.O. Box 31788, Raleigh, NC 27622
This instrument was prepared by: Pinna Johnston & Burwell P„A without title search or opinion)
Brief description for the Index: Eason Farm Speight Farm
THIS DEED made this 21 day of December, 2012, by and between
GRANTOR I GRANTEE
C. Allen Rose and wife, Sheree B. Rose
CARJR Limited Partnership a 50% undivided
2718 Old Bailey Highway
2718 Old Bailey Highway tenant in common
Nashville, NC 27856
Nashville, NC 27856 interest
and
AVR Limited Partnership a 50% undivided
2718 Old Bailey Highway tenant in common
Nashville, NC 27856 interest
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
comoration or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receiptofwhich is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple all of its right, title and interest (being a 50%
tenants in common interest) in that certain lot or parcel of land situated in Edgecombe County, North Carolina and more particularly
described as follows:
See Attached Exhibit A
The property hereinabove described was acquired by Grantor by instrument recorded in Book Page
All or a portion of the property herein conveyed_ includes or X does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto betongingto the Grantee in
fee simple.
NC Bar Association Form No, 30 1976, Revised© t!I/2010
Printed by Agreement with he NC Bar Association
Book: 1592 Page: 1022 Seq:1

Page 2 of 10
L: 9 2 f";CJI 10 L 3
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions:
1. Taxes, dues and assessments for 2012 and subsequent years.
2. Easements of rights of way of record.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as ofthe
day and year first above written.
(SEAL)
(Entity Name) Print/Type Name: C. Allen Rose
By:
'1 (SEAL
Print/Type Name & Title: Print/Type Name: Sheree B. Rose
State of W[ iZ4— �.rc ( - Countyer-City of
I, the undersigned Notary Public of the County orr-ivy of I/Al -- and State aforesaid, certify that C. Allen Rose
personally appeared before me this day and acknowledged the due execution of the foregoing instrument for the purposes therein
expressed. Witness my hand and Notarial stamp or seal this .2 t day of ' (CvAA-it +L , 2012.
My Commission Expires: (�-20tI FRANK L. TORTORA, III
NOTARYPUBLIC
(Affix Seal) WAKE COUNTY, N.C.
My Commiss on Expires �- f 7 - 2L i j
State of fVpc%� 7 �c
_c,L� ,w - County or-Gity of C ,_
li sPtjk._ t 7Z,.7— Public
otary's Printed or Typed Name
1, the undersigned Notary Public of the County or -City of and State aforesaid, certify thatSheree B.
Rose personally appeared before me this day and acknowledgedthe due execution ofthe foregoing instrument for the purposes therein
expressed. Witness my hand and Notarial stamp or seal this ;-t dayof ` 2`cCvwl t"L_ 2012.
My Commission Expires: /is rL . R_ Notary Public
(Affix Seal) Notary's Printed or Typed Name
=TORTORA,A, 111IC,C.- i 7-z
NC Bar Association Fonn No. 3© 1976, Revised© 1/1/2010
Printed by Agreenxnt with the NC Bar Association
Book: 1592 Page: 1022 Seq:2

Page 3 of 10
592 i"�'' 1 024
EXHIBIT A
I. All that property lying in Number 11 Township commonly referred to as the Eason
Farm and more particularly described as:
FIRST TRACT:
Beginning at a point on Walnut Creek, a corner of John Bailey, formerly Minnic F. Hart,
thence S. 77° E. 57 and 85/100 chains to a stake; thence S. 3° and 10' W. 49 and 54/100 chains
to a stake in the northern line of the Atlantic Coast Line Railroad right of way; thence in a
westerly direction along and with the said right of way to Walnut Creek; thence down the various
courses of said Walnut Creek to the beginning, containing 277 and 3/4 acres.
SECOND TRACT:
Beginning at the point where the southern line of the Atlantic Coast Line Railroad right
of way crosses Walnut Creek; thence in an easterly direction along and with said right of way 12
and 27/100 chains to a stake; thence N. 88° W. 24 and 25/100 chains to a stake; thence N. 12° E.
50 chains to a stake in Walnut Creek; thence down Walnut Creek to the beginning, containing
146-1/2 acres.
Beginning at a stake in the back line of lot No. 8; thence along line of lot 8, S. 88° E. 66-
3/4 poles to stake; thence S. 50-45 E. 21 poles to stake in field; S. 38° E. 109-1/5 poles to stake
in railroad line; thence with railroad line to the run of Rooty Branch; thence up the run of said
branch to a stake in the back line; thence along back line N. 3-10 E. 41 poles and 9 links to the
first station, containing 99.1 acres.
10[/111til or N 0 EXTO1 IF
Lying and being situate in number 11 Township, the county of Edgecombe, and
beginning at a stake on the Tarboro and Rocky Mount road, corner of lot Number 2, thence with
the line of lot number 2 S. 15° and 15' E. 94 poles to a stake on the canal in Hatcher Run; thence
down the said canal to a cypress stump; thence S. 83° E. to a white oak; thence N. 12° and 30' E.
to a cypress in Hyman Phillips' line, below the swamp canal bridge; thence up said canal to the
Tarboro and Rocky Mount road; thence along said road to the first station. Containing
acres, more or less. Said lot being the same lot known as lot number 1 in the division of certain
lands in a proceeding entitled S. L. Hart, and wife, ex parte, as will be seen by the report of the
commissioners as recorded in Book 86, Page 481, of the Edgecombe Registry said lot being
allotted by said report to S. L. Hart.
FIFTH TRACT:
Beginning at a stake, Wiggins corner, near the Tarboro and Rocky Mount road, thence
along Wiggins' line, N. 2° and 16' E. 84 poles and i 1 links to a stake, Wiggins' corner; thence
Book: 1592 Page: 1022 Seq:3

Page 4 of 10
Lr a`. 1 5 9 2 ''hJ[ 10 2 5
continuing along Wiggin's line N. 79° and 36' E. 127 poles to a stake, formerly a pine, Mrs.
Wimberley's corner, thence along her line S. 6° and 21' W. 90 poles to a stake on the south side
of a small branch; thence S. 20° and 21' W. 34 poles to a pine on the Tarboro and Rocky Mount
road; hence along said road to the first station, containing acres.
SIXTH TRACT:
Beginning at a stake and small pine, R. G. Hart's corner, formerly a red oak-, thence S.
30° W. 76 poles to a stake in the line of lot number 4; thence along the line of lot number 4 S.
87° E. 22fi poles to a stake, on the canal in Hatcher's Run, corner of lot number 1; thence along
line of lot number 1, N. 5° and 15' W. 94 poles to a stake on the Tarboro and Rocky Mount road;
thence along said road to the first station, containing 116 acres, more or less.
SEVENTH TRACT:
Lot No. 3 of the R.G. Hart farm, map of which is recorded in Book 150, Page 263 of the
Edgecombe Registry, and described as follows: Beginning where the Tarboro and Hartsease
Roads intersect, corner of Lot No. 2; thence along the line of Lot No. 2 and the center of
llartsease Road in a southerly direction to a line ditch, corner of Lot No. 2; thence S. 76-30 East
1500 feet to an iron pin; thence N. 3-55 East 2624 feet to a stake, corner of Lot No. 4 of Tarboro
Road; thence along said road in a westerly direction to the beginning, containing 78.5 acres, as
surveyed October 1, 1913, by F.C. Smith. See map recorded in Plat Book 3, Page 263,
Edgecombe County Registry.
EIGHTH TRACT:
Lot No. 4 of the R.G. Hart farm, map of which is recorded in Book 150, Page 263 of the
Edgecombe Registry, and described as follows: Beginning at a stake on the Tarboro Road,
corner of Lot No. 3, thence along the line of Lot No. 3 S. 3-55 West 2700 feet to a stake, corner
of Lot No. 6, thence S. 86-15 East to a stake, corner of Lot No. 5; thence N. 3-45 East 2265 feet
to an iron pin; thence N. 65-50 West 1277 feet to beginning, containing 65.5 acres as surveyed
October 1, 1913, by F.C. Smith. See map recorded in Plat Book 3, Page 263, Edgecombe
County Registry.
NINTH TRACT:
Lot No. 5 of the R.G. Hart farm, map of which is recorded in Book 150, Page 263 of the
Edgecombe Registry, and described as follows: Beginning at an iron pin in the line of Lot No. 4,
thence S.:3-45 West to a stake in the line of Lot No. 6; thence along the line of Lot No. 6 S. 86-
15 East to Hatchett's Swamp canal; thence along said canal in a northerly direction to the
northeast corner of Lot No. 5; thence N. 86-15 West 4155 feet to the begirming, containing 92
acres as surveyed October 1, 1913, by F.C. Smith. See map recorded in Plat Book 3, Page 263,
Edgecombe County Registry.
Book: 1592 Page: 1022 Seq:4

Page 5 of 10
r i 1 592 r'.t 1 026
TENTH TRACT:
Beginning at a point in the center of Hart's Mill Run (also known as Hatchers Swamp
Canal) a corner with the above described tract of land and formerly a corner with the lands of
D.R. Clark, Nan G. Clark and W.J. Eason, thence along the center of the run of said canal the
following courses and distances: S. 35-30 E. 205 feet, S. 5-00 E. 218 feet S. 15-30 W. 619 feet
to the line of W.S. Clark & Sons, thence N. 64-30 W. along the said Clark line 1910 feet to an
iron stake, a comer, thence N. 22-40 E. 1010 feet to the line of the above described tract of land,
a corner, thence S. 64-30 E. 1565 feet to the point of beginning, containing 39.4 acres, more or
less, as shown on a map of same made by Cooper & Carlisle, Surveyors, January 25, 1940.
Together with the right of ingress and egress on and over a farm or private road leading from the
public road on the southern side of U.S. Highway 464 to the western side of the above described
land.
1.010 DN/01aY.U11;;7T01;
Beginning at a beech on the south side of Tar River, below Gaskin's old ford, Richard
Harrison's old corner, thence along said old Harrison line, S. 30° W. 40 poles; thence S. 36° W.
39 poles; thence S. 27° W. 68 poles to a pine stump on a marsh; thence S. 44° W. 85 poles to a
dead water oak; thence S. 30° W. 12 poles; thence S. 16° W. 34 poles; thence S. 10° W. 58
poles; thence S. 23° W. 22 poles to a pine stump thence S. 15° 21 poles to S.L. Hart's old corner;
thence along Hart's old line S. 77-1/4° W. 127 poles to some small oaks, dogwood and sassafras;
thence along a new line of marked trees S. 86-1/2 poles to a point formerly a pine tree on the old
road from Rocky Mount to Tarboro; thence westerly along the said road 62-1/2 poles to a red
oak in James S. Battle old line; thence along said line N. 67 poles to a stake in the field of James
S. Battle's old corner, thence S. 77-1/4° W. 80 poles to Battle's other corner, formerly an oak;
thence N. I V E. 224 poles, crossing the marsh to the bank of Tar River; thence down the various
courses of said river to the first station, containing 516 acres, more or less.
Being the property described in Deeds recorded in Book1206, Page 915, Page 1206, Page 897,
Book1206, Page 906, Book 1206, Page 922, Book1210, Page 228 and Book1253, Page 925,
Edgecombe County Registry.
Being all of that certain real property designated in the Edgecombe County Tax Office as
Parcel 94709-35-0723-00.
LESS AND ACCEPT: The Eason Residence containing 6.57 acres, more or less, as
described in Book 995, Page 215, Edgecombe County Registry;
LESS AND ACCEPT: 7.42 acres conveyed to Joe W. Hunter by Virginia Watson
Eason, widow, recorded in Book 926, Page 525, Edgecombe County Registry. Subject to an
easement described in Book 1003, Page 186, Edgecombe County Registry,
LESS AND ACCEPT: That property taken by the Department of Transportation for
U.S. Highway 64 By -Pass.
Book: 1592 Page: 1022 Seq:5

Page 6 of 10
5 9 2,,Gi 10 2 7
LESS AND ACCEPT: Bounded on the South by U.S. Hwy. 64A; on the West by S.R.
1337; North by S.R. 1336 (Northwoods Country Road); and on the East by Harts Mill Run
Creek; Beginning at the intersection of U.S. Hwy. 64A and the center line of the concrete bridge
over Harts Mill Run; thence from the beginning point thus determined along the center line of
U.S. Hwy. 64A in a westerly direction 3250 feet more or less to the intersection of U.S. Hwy.
64A with the center line of S.R. 1337, cornering; thence with the center line of S.R. 1337 in a
northern direction 400 feet, more or less, to the intersection of center line of S.R. 1336 cornering;
thence along the center line of S.R. 1336 in an easterly direction 6,154 feet, more or less to its
intersection on a concrete bridge on Northwoods Country Road with the center line of Harts Mill
Run, cornering; thence in a southerly direction up the center line of Harts Mill Run 4,900 feet,
more or less to the center line of U.S. Hwy. 64A, the point of beginning, containing 130.8 acres,
more or less.
Being the identical tract conveyed by David L. Rose et. al. to William J. Eason, Jr. by
deed of record in Book 1253, Page 931, Edgecombe County Register of Deeds.
LESS AND ACCEPT: Being in #11, Township, Edgecombe County, North
Carolina and more particularly described as follows:
Beginning at a point in the center of the Tarboro -Rocky Mount Highway (U.S. 464A) at a
point in the center of the concrete bridge over the run of Hart's Mill Run, (also known as
Hatchers Swamp Canal); thence up the center of the said Run or Canal the following courses and
distances: S 22-10 W. 206 feet, S. 14-00 E. 228 feet, S. 35-30 E. 205 feet, S. 5-00 E. 218 feet, S.
15-30 W. 619 feet to the line of Sharon L. Horton, cornering; thence N. 84-30 W. along the said
Horton line 1910 feet to an iron stake, a corner; thence N. 22-40 E. 1010 feet; thence continuing
N. 22-40 E. 1010 feet to the center of said Highway 64A, thence along the center of said
highway S. 60-50 E. 1353 feet to the point of beginning, containing 61.4 acres, more or less.
Being the identical tract conveyed by David L. Rose et. al. to Sharon Horton by deed of
record in Book 1253, Page 937, Edgecombe County Register of Deeds.
II. All that property lying in Number 1 Township commonly referred to as the Speight
Farm and being more particularly described as:
PARCEL "A"
First Tract:
That certain tract or parcel of land lying and being situate in No. 1 Township, Edgecombe
County, North Carolina, lying north of the Atlantic Coast Line Railroad right of way, and
adjoining the lands of J. W. Ashburn, Tar River Realty Company, the Royster Guano Company
and others more particularly described as follows: Beginning at an iron stake in the northern line
of the right of way of the A.C.L. Railroad running from Tarboro to Rocky Mount, corner with J.
W. Ashburn, running thence along and with said right of way South 79 degrees 20 minutes East
2,492 feet to a stake, a corner with the Royster Guano Company, thence North 8 degrees 10
minutes East 1,312 feet to an iron stake, thence North 53 degrees 45 minutes Wet 459 feet to an
Book: 1592 Page: 1022 Seq:6

Page 7 of 10
5 9 2 r„'ai 10 2 8
iron stake, thence North 50 degrees 35 minutes West 183 feet to an iron stake, thence North 5
degrees 25 minutes West 58.8 feet to an iron stake, thence North 54 degrees 45 minutes West
along the Barlow line 1,460 feet to an iron stake, thence North 5 degrees 58 minutes East 1,589
feet along the King line to an oak in a branch, thence up said branch about 650 feet to a stake on
said branch, said stake being South 76 degrees 5 minutes Wet 615 feet from said oak cornering
with the Ashburn land in said branch, thence along said Ashburn line, the same being a ditch,
South 1 degree 25 minutes West 810 feet, thence South 9 degrees 50 minutes West 2,789 feet to
the point of beginning, containing 126 1/z acres, more or less. See deed recorded in Book 409,
Page 482, Edgecombe County Public Registry.
Second Tract:
That certain tract or parcel of land lying and being situate in No. I Township, Edgecombe
County, North Carolina, adjoining the lands of W. G. Clark, Jr., and the said Bingham M.
Speight, and being a part of the King Farm, and more particularly described as follows:
Beginning at a large water oak on the southern bank of Hendrick's Creek, Speight and Clark
corner; thence along a newly made line between the said Clark and Speight South 9 degrees 30
minutes East 1957 feet to an iron stake, a corner with the lands of the Barlow heirs, the King
Farm of W. G. Clark, Jr., and the said Speight, thence along and with the Speight line North 56
degrees 02 minutes West 559 feet to an iron stake, formerly Speight's corner in the King land,
thence along and with the said Speight line North 4 degrees 40 minutes East 1,622 feet to the
point of beginning, containing 8.82 acres, more or less, magnetic bearing for November, 1928.
See deed recorded in Book 409, Page 482, Edgecombe County Public Registry.
PARCEL`B"
Beginning at a point in the western line of the property of Royster Guano Company, which said
point is thirteen hundred and twelve (1,312) feet northwardly from an iron pin at the intersection
of the western property of Royster Guano Company and the northern right of way line of the
Atlantic Coastline Railroad; thence along a course South fifty-four degrees zero minutes (54° 0')
East four hundred and eighteen (418) feet to a point; thence along a course marked by a fence
South sixty-seven degrees thirty minutes (67° 30') East one thousand seven (1007) feet to an iron
stake; thence along a course North forty-nine degrees fifteen minutes (49° 15') West seventy-
four (74) feet to a point; thence along a course North forty-three degrees zero minutes (43' 0')
West one hundred seventy-three (173) feet to a point; thence along a course North fifty-one
degrees fifteen minutes (51° 15') West three hundred and six (306) feet to a point; thence along a
course North fifty-five degrees forty five minutes (55° 45') West eight hundred ninety-one (891)
feet to a point; thence along a course North fifty-four degrees fifteen minutes (54° 15') West
ninety-nine (99) feet to a point in the western line of the property of Royster Guano Company;
thence along said western line South nine degrees thirty minutes (9° 30') West three hundred
thirty-eight (338) feet to the point of beginning.
The above described tract of land contained seven and five tenths (7.5) acres, more or less, and is
described with reference to a plat made by L. B. Cooper, dated February, 1954, entitled
"Property of F. S. Royster & Co." See deed recorded in Book 542, Page 137, Edgecombe
County Public Registry.
Book: 1592 Page: 1022 Seq:7

Page 8 of 10
'hJd 1592;,','' r. 1029
177..ZM� 19MA
That certain tract or parcel of land adjoining the lands of the late C. H. King, the late C. J.
Austin, the Lloyd heirs and the F. S. Royster lands, containing 60 acres, more or less, and known
as the "Hall Tract". For the chain of title and further description reference is made to deed
recorded in Book 632, Page 177, and deed recorded in Book 532, Page 280, Edgecombe County
Public Registry.
AND BEING the identical property devised to Elizabeth W. Palmer, C. J. Weeks, Jr. and Frances
W. Lancaster by Will of Elizabeth B. Weeks filed in Office of the Clerk of Superior Court of
Edgecombe County in Estate file No. 82-E-259, C. J. Weeks, Jr. died on September 15, 1999,
his Will being filed in the Office of the Clerk of Superior Court of Edgecombe County in Estate
file No. 99-E-360. By Deed dated July 27, 2000 Ted B. Lanier, Executor of the Estate of Clifton
J. Weeks, Jr. conveyed the 1/3 undivided interest of the estate of Ted B. Lanier, Trustee under
the Last Will and Testament of Clifton J. Weeks, Jr. recorded in Book 1275, Page 318,
Edgecombe County Public Registry. Elizabeth Weeks Palmer died on October 9, 2000, her Will
being filed in the Office of the Clerk of Superior Court in File No. 00-E-406 and by said Will
devised all property both real and personal to her daughter, Elizabeth Weeks (Beth) Palmer.
SAVE AND EXCEPT:
Exception 41: Being all of Phase One of "Foxhall Subdivision" located on the north side of
Industrial Parkway described in metes and bounds as follows:
BEGINNING at an Iron Stake in the northern right of way line of Industrial Parkway (aka S.R.
1346) located the following courses and distances from Control Corner NCGS STATION
"STEER", NC GRID COORDS, N=241,111.452M, E -739,376.049M: S. 89 deg. 57 min. 50 sec.
W., 2209.73 feet to an Iron Stake in the northern right of way line of Industrial Parkway; thence
along the northern right of way line of Industrial Parkway, S. 72 deg. 13 min. 33 sec. W., 51.76
feet to an Iron Stake in the northern right of way line of Industrial Parkway, the POINT AND
PLACE OF BEGINNING, from said BEGINNING POINT along and with the northern right of
way line of Industrial Parkway, S. 72 deg. 13 min. 33 sec. W., 143.25 feet to an Iron Stake in a
Tie Line; thence with said Tie Line, S. 75 deg. 00 min. 35 see. W. 60.00 feet to an Iron Stake;
thence continuing with the northern right of way line of Industrial Parkway along a curve to the
right having a radius of 1859.86 feet, a chord S. 78 deg. 13 min. 19 sec. W., 141.59 feet,
cornering; thence along a new line with 3MR Limited Partnership and Charles Allen Rose, N. 14
deg. 44 min. 52 see. W., 457.61 feet, to an Iron Stake, cornering; thence along a new line N. 75
deg. 15 min. 08 sec. E., 344.36 feet to an Iron Stake in the line of the Town of Tarboro,
cornering; thence along and with the line of the Town of Tarboro S. 14 deg. 45 min. 36 sec. E.,
146.95 feet to an Iron Found in the line of 3MR Limited Partnership and Charles Allen Rose;
thence along and with the line of 3MR Limited Partnership and Charles Allen Rose, S. 14 deg.
45 min. 36 see. E., 310.17 feet to an Iron Stake in the northern right of way line of Industrial
Parkway, the point and place of BEGINNING; said parcel containing 3.65 acres, and consisting
of all of Lots 1 through 4 in Block A and all of Lots 1 through 4 in Blocks B as well as the right
of way of Lansdowne Drive shown on "Final Plan, `Foxhall Subdivision' Phase One, Property of
Book: 1592 Page: 1022 Seq:8

Page 9 of 10
Four Seasons Properties, LLC" by Chamblee & Strickland, Land Surveying, dated June 14,
2001, as revised, to be filed for record in the Edgecombe County Public Registry; and being a
part of that property conveyed by 3MR Limited Partnership and Charles Allen Rose to Four
Seasons Properties, LLC by deed recorded in Book 1304, Page 104, Edgecombe County Public
Registry.
Exception #2: Being a 50% undivided interest in that parcel described as follows:
BEGINNING at a point in the northerly right of way of Industrial Parkway (SR 1346), said point
being the southeasterly comer of Lot 20 of Cambridge Commons, Phase One, of record in Plat
Cabinet 7, Slide 257 & 258, Edgecombe County Registry; thence from said point of beginning
N. 29 deg. 56' 11" W. 155.85 feet to a point, cornering; thence S., 51 deg. 54' 41" W. 10.97 feet
to a point, cornering; thence N. 33 deg. 28' 42" W. 135.50 feet to a point; thence N. 63 deg. 06'
39" W. 66.09 feet to a point; thence N. 39 deg. 33' 25" W. 117.76 feet to a point; thence N. 02
deg. 18' 30" E. 55.33 feet to a point; thence N. 04 deg. 29' 16" E. 132.65 feet to a point; thence
N. 20 deg. 47' 32" E. 132.65 feet to a point, thence N. 37 deg. 05' 48" E. 132.65 feet to a point;
thence N. 53 deg. 24' 04" E. 132.65 feet to a point, thence N. 69 deg. 42' 20" E. 132.65 feet to a
point; thence N. 86 deg. 00' 36" E. 132.65 feet to a point; thence N. 56 deg. 35' 24" E. 193.50
feet to a point, cornering; thence S. 33 deg. 24' 36" E. 720.93 feet to a point in the northerly right
of way of SR 1346, cornering; thence with and along said right of way the following courses and
distances: S. 66 deg. 18' 24" W. along the arc of curve having a radius of 1,482.39 feet a
distance of 168.72 feet; thence S. 60 deg. 34' 27" W. 233.48 feet; thence S. 59 deg. 08' 36" W.
202.78 feet; thence S. 59 deg. 39' 21" W. 149.16 feet; thence S. 61 deg. 50' 47" W. along the arc
of a curve having a radius of 2,814.79 feet a distance of 119.86 feet to the point of beginning,
containing 13.38 acres and being that property conveyed by 3MR Limited Partnership and
Charles Allen Rose and wife, Sheree B. Rose to Steve A. Newcombe by deed recorded in Book
1389, Page 504 Edgecombe County Registry.
Exception #3: Being all of Tract A containing 13.39 acres, bounded on south by Industrial
Parkway (also known as S.R. 1346), on the west by Foxhall Subdivision, on the north by the
Town of Tarboro, and on the east by First Original Free Will Baptist Church and Tract B of
property of 3MR Limited Partnership and Charles Allen Rose, and being more particularly
described as follows:
BEGINNING at an Iron Pipe Found in the northern right of way line of Industrial Parkway, the
southeast corner of Foxhall Subdivision as shown on map recorded in Plat Cabinet 6, Slide 290,
Edgecombe County Public Registry; from said BEGINNING POINT thus established, along and
with the line of Foxhall Subdivision, N. 14° 45' 36" W., 310.17 feet to an Iron Pipe Found, a
Control Corner, with Town of Tarboro, cornering; thence along and with the line of the Town of
Tarboro, N. 43° 09' 24" E., 1,772.88 feet to an Iron Pipe Found, a Control Corner, cornering;
thence along and with the line of the Town of Tarboro, S. 33° 26' 59" E., 15.94 feet to an Iron
Pipe Found in the line of First Original Free Will Baptist Church; thence along and with the line
of First Original Free Will Baptist Church, S. 33° 24' 36" E., 261.94 feet to a point in the line of
Tract B of the property of 3MR Limited Partnership and Charles Allen Rose, cornering; thence
along the following courses and distances making a new line separating Tracts A and B on map
hereinafter referred to: S. 56° 35' 24" W., 193.50 feet; thence S. 86° 00' 36" W., 132.65 feet;
Book: 1592 Page: 1022 Seq:9

Page 10 of 10 r
u", 1 5 9 2 I'"' 1 10 3 1
thence S. 69° 42' 20" W., 132.65 feet; thence S. 53° 24' 04" W., 132.65 feet; thence S. 37° 05"
48" W., 132.65 feet; thence S. 20° 47' 32" W., 132.65 feet; thence S. 04° 29' 16" W., 132.65
feet; thence S. 02° 18' 30" W., 55.33 feet; thence S. 39° 33' 25" E., 117.76 feet; thence S. 630
06' 39" E., 66.09 feet; thence S. 33° 28' 42" E., 135.50 feet; thence N. 51° 54' 41" E., 10.97
feet; and S. 29° 56' 11" E., 155.85 feet to a point in the northern right of way line of Industrial
Parkway; cornering; thence along and with the northern right of way line of Industrial Parkway
the following courses and distances: S. 66° 25' 57" W., 330.56 feet along a curve to the right
having a radius of 2,814.79 feet, to an Iron Pipe Found; thence S. 70° 48' 27" W., 148.96 feet to
an Iron Pipe Found; thence S. 71° 14' 21" W. 448.12 feet to an Iron Pipe Found; and S. 72° 13'
33" W., 51.76 feet to an Iron Pipe Found in the line of Foxhall Subdivision, the point and place
of BEGINNING; and being all of Tract A containing 13.39 acres as shown on map entitled
"Property of 3MR Limited Partnership and Charles Allen Rose" dated October 8, 2002, by
Chamblee & Strickland, Land Surveying, to which reference is hereby made; and being a part of
that property conveyed by 3MR Limited Partnership and Charles Allen Rose to Four Seasons
Properties, LLC by deed recorded in Book 1365, Page 396, Edgecombe County Public Registry,
shown on map recorded in Plat Cabinet 6, Slide 262, Edgecombe County Public Registry.
Thi c certifies that there are no delinquent ad valorem real astatc t.ixc,;, which The
Ulaccombe untyj'ax ollcctorisLhar edwithcollect g,thatarealien on:
VR5- -t-�ta� , 3"t'l�[-9a-2�.�I , 14 23 1305
Pin No. '4-4-°CI-30-WAL12, W32`l- 22-fo11'\
This is not a certification that this Edgecombe County Tare Department Pin No.
ionleb"this latQd description,
Dte:
'1`4a. Qolk�!tor, Tex Assistant
C «� .� - - P1��� 8� ED�
Book: 1592 Page: 1022 Seq: 10

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Revised:
Figure 3: NRCS Map
Edgecombe County NRCS Soil Survey Sheets 13 and 17 Revised:

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aF p0Rrp cy . - . Map Date: April 2018 Project Diamond
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- Wetland Tributary • Zone 2 (20' Buffer)
oF�ANSQFigure 4: Jurisdictional Areas
2017 NC Statewide Aerial Photography Revised:

) Copyright 2011 Appian Consulting Engineers, P.A. These drawings have been prepared as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or other use is allowed without his permission•
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CONSULTING ENGINEERS, P.A. PROJECT: SITE $ roe y 17-029
11 P.O. box 7966
Q Q Q
Rocky Mount, N.C. 27804
Phone: {252} 972-7703 BUFFER IMPACT DATE: 2/14/2018
Fox: [phone] PROJECT DIAMOND
www-pppionengineers-cam EDGECOMBE COUNTY, NC SHEET OF
LEGEND
I
Tar I Pam buffer (Zone 1 ) ■t ,`
1
Tar I Pam buffer (Zone 2)
— — Existing topography -`
Existing topography N OFR TH
Proposed topography
Property line r -__ ■ 1 _
■
f
LP
Limits of disturbance ,- ' � > ■ '
_ t I
Temporary diversion ditch ,'tel,■! `. y ,,
r � ■
Silt fence
fI • - � f'
_Y ff ilt fl�l i _-- •- f/ !1 � I titi 1 I� !' / �!
+ Irlr
1.
,' I rfl1 l
! I I
. I
" SITE 8
r I
fr ,_
-ZONE 1: 0.4449
Ac. (19,377
SF.)
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+ Irlr
1.
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I r ■ 1 I
' , r
■ --ti _ j R1 If lllj�l '
■ '- 1 (1111 !
■ 1 �♦ ti 111 !! f • '
/.-
I♦
REFERENCES:
1. PROPERTY LINE REFERENCE: SURVEY BY JOYNER
I'■� KEENY, PLLC. DATED 12/12/17.
2. EXISTING TOPOGRAPHY FROM SURVEY DATED
I , 12/18/17 BY JOYNER KEENY, PLLC.
- 3. RIPARIAN BUFFER LOCATION FROM SURVEY
'r- DATED 02/13/2018 PROVIDED BY JOYNER KEENY,
�- �— PLLC
--�. 4. EROSION CONTROL MEASURES SHOWN FOR PHASE I
SCALE: 1" = 200' CONSTRUCTION IS TO PROTECT EXISTING WETLANDS.
5. PROPOSED CONTOURS SHOWN HEREON ARE NOT
0 200 400 500 600 FOR CONSTRUCTION AND ARE SUBJECT TO CHANGE.
✓
f l�--------- ----
" SITE 8
fr ,_
-ZONE 1: 0.4449
Ac. (19,377
SF.)
_-
- _
•;
ZONE 2: 0.5585
'
Ac. (24,330
SF.)
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I♦
REFERENCES:
1. PROPERTY LINE REFERENCE: SURVEY BY JOYNER
I'■� KEENY, PLLC. DATED 12/12/17.
2. EXISTING TOPOGRAPHY FROM SURVEY DATED
I , 12/18/17 BY JOYNER KEENY, PLLC.
- 3. RIPARIAN BUFFER LOCATION FROM SURVEY
'r- DATED 02/13/2018 PROVIDED BY JOYNER KEENY,
�- �— PLLC
--�. 4. EROSION CONTROL MEASURES SHOWN FOR PHASE I
SCALE: 1" = 200' CONSTRUCTION IS TO PROTECT EXISTING WETLANDS.
5. PROPOSED CONTOURS SHOWN HEREON ARE NOT
0 200 400 500 600 FOR CONSTRUCTION AND ARE SUBJECT TO CHANGE.

1U8e`!, ellys:`\,UeSkC• I Ie'-\1I-U29-NrolecI LlamonC\WLILAINL75\wetIan0s L / ...., I JUrrer] U2/14/2U1b - 4: 1'-
CONSULTING ENGINEERS, P.A. PROJECT: SITE 10 JOB N 17-029
9NINNIF P.O. Box 7956
❑o o`er FRI Rocky Mount, N.C. 27804 BUFFER IMPACT DATE! 2/14/2018
Phone: [phone]
Fax! [phone] PROJECT DIAMOND
www-appianengineers_com EDGECOMBE COUNTY, NC SHEET �: j OF
LEGEND
Tar I Pam buffer (Zone 1) Li
Tar I Pam buffer (Zone 2)
— — — Existing topography-� • , `
NTH
Existing topography
11 \� OR
Proposed topography %r \ \
I. ff
Property line 1 ,'
IT 1 t i r• ,
-Lp Limits of disturbance - _
400' x 100' x 3SEDIMENT BASIN _
Temporary diversion ditch (MIN. 31,00❑ SF SURFACE AREA) _
4" SKIMMER w/3.75" ORIFICE
Silt fence 18" RISER w/ 15" OUTLET
PR� N ❑
�-.--,.
. •`' .. \SITE 10 --
"�� • ZONE 1: 1.1697 Ac. (50,949 SF.)
j ZONE 2: 0.8149 Ac. (35,494 SF.)
i2Sknk' : i 1 r ;
s1s-11't
140' x76' x 3' PIT
3" SKIMMER w/2.75" ORIFICE \ \, i ♦� ��_ -� �y 1 ' II I j ! r
18 FT WEIR
PER N OT DET- EC -26 i �♦♦ T ■♦ 1 1
t j
r! )Nr- ...111 `1 a♦3,• \ al`1` i r i !'
:ii ii��■■ � �~ -2i(i r1Jr1Rt` � 1 4 �� ` `♦♦! . I ■ I ■1 'f 1 .•� -
l+Ir ♦�� 1
�� ! +rl■II71',( 400' x 100' x 3' SEDIMENT BASIN _ ` 1j I + ■ j' r
(MIN. 31,000 SF SURFACE AREA) 1 r t ■ r
:.�� �i`111111ti +L j 4" SKIMMER w/3.75" ORIFICE
18" RISER w 15" OUTLET
NCDOT DET. .01
_♦1♦
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I- ''41I':1�.-�111V1 \+`,i` •`\` �I• � � REFERENCES:
\111144\♦
:N.'; 1. PROPERTY LINE REFERENCE: SURVEY BY JOYNER
KEENY, PLLC. DATED 12/12/17.
2. EXISTING TOPOGRAPHY FROM SURVEY DATED
f 12/18/17 BY JOYNER KEENY, PLLC.
'. 3. RIPARIAN BUFFER LOCATION FROM SURVEY
t DATED 02/13/2018 PROVIDED BY JOYNER KEENY,
G . .
PLLC.
4. EROSION CONTROL MEASURES SHOWN FOR PHASE I
SCALE: 1" = 300' CONSTRUCTION IS TO PROTECT EXISTING WETLANDS.
5. PROPOSED CONTOURS SHOWN HEREON ARE NOT
0 300 600 750 900 FOR CONSTRUCTION AND ARE SUBJECT TO CHANGE.

Copyric,11ht 2011 Appian Consulting I_ngineers• P -A, These drawings have been prepared os instruments of servicc; for a particular Site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or ❑cher use i; allowed without his permis�:inn,
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/ / \ / / / / / / / / / / _ , I � r , - ` \ \ CONSULTING ENGINEERS, P.A.
r \ \ \ , COOT DE . 840.02
-_- �� . � E LOYEE PARKI G � 1 .'' ,' �. I ,' � `� .-`~- �`, \ \� '---. CIVIL, MUNICIPAL &
_� / �/ \ \ \\ �TYP. IN ARKING j t 8 _ --� I 1D ` \ ` \ \ \, _ STRUCTURAL ENGINEERS
7 - _� / / / \ \ 1 , ,.� j �I y _ - 9 _ � _ -
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``\ r / / `, 1 '\ \, � ♦\ `, � , � - r .'i I ���?I n, \ \ ` 1, Rocky Mount, N.C. 27804
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- -- `♦ X10 I + ` / / / ` \ \ \ \\ THE E 011 D•2 TC 11�s7.13 D1 .4 �o D1 a A
- '� rQ r ti ' \\ \ \\ , TC 10 - TOP'06.53 113.97
/ / / , , + 0TC 113.9
-� I \ N, , \ ` WETLANDS lop 113.4 TOP 106.3 NCD 84+3.02 f OPI 113.47
_ I \\\
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_ .- � ^� � 9 pal �. o r7 \, ' 1 � 12 LF 30 154 F 4" 10 LF 18" -
, SHALL. NOT BE _ r\ . / �r� A. - F _ -- - -
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/ / / n ,',� ' + o + LAVED ;11b � �
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1-11 I I ,1 / - / x / �� -� 1 ti ! r� + 7) 0
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■ \\ ' - - _ % / / / / \ , 1 \ I INCDO7 840.31 li�!]L~9400 - - - -
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W '; OFFICE 102 1 ' 1, \ 1'\ -
Z D910.1 I' 11 / \
J- ❑9Q0.2 I + 26,840 Square Feet '1 \ , `\N \ `, , -____� /
(PRO BLDG. FFE 107.50 \\ \ 'r 09003 . ^�IQ❑' , ' , , ' -�_
J, 11 f i
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1i D900.4 , - //
/ / / ,/ / / - DQ NOT DISTURB
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, ` � s/
/ / / /\� I `` - � o BUFFERS UNTIL / `��. __1/
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_ 7777/ , , /I / r.. -1+76 \, 144105
/,./ / \ r IQ roti o .,R �� -- -\\ I PERMIT IS IN HAND / _ � _,_
\ r - 1 \ 103 r-- . _,__ __ _ --� _
\ \ to \ ❑ \ , y I - INV. 9 .fi0 / / �
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, 24 LF .18" R w/CFE 4 \\ , ;1 froTla 86 to 89 \ \ �. CDD�=� \ I 1 - - --��_ - - - - - _
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TI:� DAM 0.5 \ , \ \ 5:, from -89 to 90 `\ 10. \_ \ / = 5 - -
v 18" -FES 88. 7 $? \ \ \ 10,\1 or --flatter ob`ove_90 ` ^� _ - � - --11 *EPI
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® Or 1 oo' D 134.8 «D ') ' I ° D 130.15
50 LT;'CONC. LE � READE ', \, \\ ■�' � - -_ �: ¢ � � _� U. 1�■ � � INV: � 6D" 89.79 00 � _LINE D-130 � �t � � r
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r 3 x;35 WEIR (3 SIDES]' 1 V- 9�)-0 I I . - 100. D �844:� TOP .00 p INV 95 14 1- _ T r -
105 NCDDT DET 838. 1 I
J% 106 I _
' ' ` ' j ++ `-_ v 1 97.0 ' �■� 0130.1 TDt� 10 OD o INV. 24 9b VID13 .4 17 TOP
��► 48" 1.33+r,� �, _, \ _____ - \ I \ _ 105 -�
r4" /OR 8 001 1 � F ' J _
ff-- J - DDT 84 - oa I V.`',90�8 G INV- 4" 5.2 _ - - 1
III+�Y 18° DUT 88.0 I 11 I _� - - ' 1. , TDP -1 7 n - + 'q r • ■. - ,\ Ii / .9
I r' 1 i l ` i tr 1 r I _ \ "- 13 t8" % TQP INV. 94.6 C3 1 rn 9 - � + `4 \� � I f / o
I l r - INV. 10 96 LF 15" X3.5 r \T P 8. J ■ � ,
I + - 1 \ INV. _ 4'x3' OPEN RD 1 A ' \ �` ` - � -10f --_
_r ,' t' i+ i \ --�_ - I \ \ 5• 4 •`4' . LF 15" ®3.5% - 99.
Z \ , TOP 1 .07` ` CAT A ' - -
_ 18" DRAINAGE NOTES _ I \
10 TOP CB 103.39
.-`/I 1' ', \I '1` \'\ '-- o l J I _ 125. Ln I fV: 8.10 `_._ o ` .� - ❑ 1 INV. Last Revised 2!3118 _ f `+ \ , -� DO NOT DISTURB EX. � - �-1� .-� o 0 -_-
\ _ _ `� \\ I + � J r- T 0 ` -100'
_ -
r ° , _ ` \ WETLANDS or BUFFERS �� �,
`ti ` -
■ 1 / I I I I + � `• N - co 104 1. Contractor to only install drainage items required for Phase I. Phase II storm drainage (preliminary) is .. I/ / �
"` ' I . o�' shown in grey for reference only. These plans are for bidding purposes only and NOT FOR
', � ` '•I ) \ � I f � I ' I Ir , L 15 -6% r L 7 �"I'll ®z- �s `� �, ` CONSTRUCTION unless signed sealed by the Engineer. I/ - - , � ,° 0
+ 1 12 OL1F�18� 1
I I r 1 P 101.7 L• .; C 1 �� 11 "`� a r
�• >� `' } ! } + I r I' r + + I I ' TOP 101.07 N o 7 '� T P 1 � TOP CB 103.39 2. Ponds shown are approximately sized to meet NCDEC� wet pond requirements, but design is preliminary
% ■ ,- __ - I I I ��_r__ 98.10 3\ TOP'-, .07 D INV. 98.02 INV. 106 INV. and subject to chane based on final impervious areas, grading, Triangle site engineer, BMP selection ,
J / ,, ,, . _: , , ,, I r r I 11 T. 6.00 TOP 100.-00 ` _Jt�V:- 95:� ,. �� M , g P g, g g PASSENGER LINE I' OUTBOUND WAREHOUSE _ - ----
///// l \ \ I r r I + + I ❑ __1L_ G - -I wet and or stormwater wetland etc. No wet and plantings are proposed at this time.
_ y , __ \ ■ 1,,1 l + r I � // ! 1I + I I ❑IN 97 A .19 TOP 100.00 54L 18" [� 1 P }, P P 9 P P
ti\ \ \ + I I ,� / i r I I INV;• 95.13 3. REINFORCED CONCRETE CULVERT PIPE shall meet the requirements of AAS HTO M170 and ASTM ^ ^ `_ (�
,� - - .\ , I 1 r r, 6 r ` T� 1 0 0D .\ 103 ; 076; minimum of Class III Wall, except in the rail spur fill slopes. Concrete pipe joints shall be tongue F AC T G R Y `•' 103 35
- : - �' \ /' I ! I I $ r I I 0 1_1 �'r' INV.- 97':(]0...-"T1�LF ,8 p NV: 7.00 � and roove t e with flexible sealant unless otherwise s ecified. RCP and beddin shall conform to the n - 20$ 949', 5 uare Feet ''-_--r
\♦•.•.,... � 1111 r r � I + � D.7,5� � 9 YP P 9 203 � q _. -_ -_ . i
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-., `III �' I I I ! I I r I rn + + \ - O / TOP CB 103.39 re uirements of a licable sections of the latest revision of the NCDCT Standard S ecifications for PRD BLDC3,. FFE 107.5 _ �-
_ -,N \1 ',�, I i . I , 1 ! I + �e I 1 r ° I Q + I K] to / q PP P
;_ -\\\,1 N, , , r +�+ t I I � ,� + , 1, } l 1 N ` INv' Roads and Structures, latest revision. 741 ,879 Square Feet '` l -,
r , , + I } + 1 \ I 1 r� Io I INBOUND WAREHGUSE o a PRO BLDG. FFE 107.5' Q -=
_. _ ti \ \ ,� �l r L \ \ r rn I - . MIXING 4. DRAINAGE UNDER PROPOSED RAIL SPUR SLOPES: : _ _ r
\, 1 + � I DP , 1-s2 -, Jp P - DO NOT DISTURB 0
_ ■ \ , , I L ■ . \ {� . y n �+ a. Pi es and culverts shall conform to current AREMA Recommendations and ASTM Specifications.
`.' ■''■'�■ ' ', I \11 �, `• \\ ' \\ ++ ' \` 2 1 A V V All such structures shall be designed to carry Cooper's E-80 loading with diesel impact. ��
\\ ,■ \ . , • , r- __ `t EX: WETLANDS ar il
___- .\ ■ \1 , , \ �� �`I . ` 6 I \ \ 67,170 Square Feet _ -N b. REINFORCED CONCRETE PIPE under rail spur slopes shall be ASTM C-76, Class V, with tongue 1 - \ ,
■ \ ■ \ 1 ' `�- \ \ ♦ ♦_ , � --- - 104,1 16 Square Feet -
\ ,� , ■�, , , , �. \ , , ♦ \ , PRO BLDG. FFE 107.5 Top 1 1.88 q TQP CB 103.39 and groove with RAM-NEK type flexible gasket meeting the current ASTM designation C-76 ❑r as ! BUFFERS UNTIL o --
PRO BLDG. FFE 107.5
\ '■ ■',, ■ \ 1 \ \ . ■ \ \ `. Q0 a l l 115 V- r • i
1 �, , ( specified.
\\ ,■\''\�\ \ 1 , 1 �; , PRIORITY ONE ! TOP 1 1.82 � _ o I PERMIT IS IN HAND _ _-
-.- \ \ \ + I , 5- Unless otherwise shown: all drainage pipes are to have 0.3/o slope. Culverts 1$" to 36" shall have II--/-- _1pa _'�-
0 NO \`. l ! I I \ \ \100.6\ ■ \ ,1 I I ' ' + I + )JI \ ' I'I � flared end sections per NCDOT 310.03 (similar], unless plans specify a concrete headwall per NCDDT \ I- - - - '- -1
\\ II \ i I i� <i I 11 I i + 11 TOR ,03.85 w 838.01 (or NCDDT 838.39 for 72"}. `\ 106 -
\ i 1 1 r 18" TOP 101.88 i 1
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'■
I I I I , � \ ! I I I I r Cq t + P 100. \__1 06 I 106 _ \\ -- -----..-......------ 104 ` --- LINED CHANNEL @ 0.9$% !
1 I t t I' \ +, ` I . ', , �' II i II c 9 L 1 \ LF 36 RCP CLA55 V / 1 fly -' - . I - ` _\ _ - �E i■J ,DOT DET. ---! ,_ _ 1
----94.-.- i t I I + I , , / ■ i ® 0.3% W/ CONC. HW PER II 1 {]A _ - •_ r j, _ - . _ - p
I I I t } ,'11� , I ' 1 . 1� + i r I L R p '• i + COOT DET. 838.01 1 10.3 °s `� / ❑■ START PIPE (❑-200} OPE1tl DITCH (D-200} _ k� _- `� 1
----g�_f- r I i+i+ i\ ; r }1 l 1 1 TAY \ - - 01.46 \
I a I DZQa. I -107_ i 05 i 105 '� "` -- 1
r I t t 1,} I + 1 ,, I I 10 / I
I , \ , a DO OT DISTiJRe E� TOP JB ,00.75 aa.2 0200.3 D2oa.4 ,6 D2oa LINE D-�D 103 _
I 1 I I I I f I I I + I � A 8 If fi0" 0. i 02 / . I
- s� I + I i I + I`+ ' , + WETLANDS ar UPPERS ,Nv. 9,.�2 a� v Ir sD" ® - - __ _ UARD
JJ i I I I I I I i � , - _ _ Q f - 19s �� D200.4---- D200.7 0200.8 D200.9 0200.10 D200.1 Dzad. HOUSE #3
I I \ _ _ _ \ 2 l00 TOP 100.0 91.65 P 100. I 78 " TOP 1 5¢
r I 1 t I+, I'1 + i TWIN 30"
I 1 I I }} i I i I\'\ `\_-_ -. \ INV 9. INV 10
��� 3 P 19 /
1 I , + �: - UNTIL PERMIT -IS iN HAND LF LF 72 �.. _ - . _ _ -
1 I I I I i I + \ ; i I\ _ - _ , _ Z9 _ 103 T 03
1 J - .. - rte'
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88 1 I i I I+ I s I , _ -_ - _ -
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; Il I1 ', hi I I 1 ILS. . ,0 - - 1 103 103 - 28� -.
4 - -
11 Ii '' II � "" •. \ 70 y \ 00 L T 0. QO TOP D TOP .00 I D2� 102 99.30
I 1 1 + , y + / f _ /0 I , ,d \ 100.00 6 INV 91, 92.15 V 92.78 70 F 60 /' S4"RCP 0.39' 0 LF T02 LF TWIN 3D" RCP 196 LF TWI
} '.
r � , F1+ I i 2 72" 3% 0 LF 60" C� 0.39 V 91.22 _ �F R 0210.1 D2 .1
-Ss-- / "` _ �2" 0210.12 ' 0210.13
rr - _�rrl� If, 'r '� I r + rr Irl �r--' 1 ll + \ 102 0 If b0" ®0.3% OO IF 50" ® . }01 _ - 101.0 I'% 11 \� F 8' E CONC. f-
1 "� 10.7 L] LINE ❑ 210 - Tf ` LINED CHANNEL 0 0.95%
I+ - -8ki1I II 1 rl 11� rr `a3 %\+ `" 104 103 \0 i0 1 0210.4-- \ _,r - - _ \\ /PER NCDDT DET. ______
2 r s/ ' I r I r \ 105 START PIP D 270 OPEN DITCH ❑-210
G . . ] , I r I ! , = - T06 1 3A. 0. 1 /7:] 104 / ''` ` /
_ -001 Y , I 1 I I I I r a \ . \ 106 , . / I - C/
--_ - ____ __ , 7y - 1 I Ir 1 � \`� `- Q \ \. ` • T P 1 0 r o a � 4_` // I ,/ i 107., \0
f f �\�) If I t' = o\\y.- - ■ + /, _ ; /% 102.1 / il
�/ I r I I �: \ `.--` \ TOP 103.3 OP 103.39 i I ,05 ■ _ / ..
-- 1 , , 1 ,�1 _ . INBOUND WAREHOUSE 0,.83. I I -- -
• J/ { f r1 11 I 11 . 9 . 8 �' INV. 100.4 .
/! i ,i r• �r�r r1 ,I i I b `� sr -_ \ `,\\ 11 } NV. ,00.65 i \,� I / -■ � F7 1� C_J] f/ ,O -�
f_' I I, I _ 3 D D, I
✓' r / rr - • i I $ /.y/�-J�>! ♦ ♦ 1 TDP 10,.87 /
__
r� ' rr r r r FA ,9/11 FL -,( _ \ fi7,1`1 Q Square Feet / I . '\A
1111110. -_ L ,.r .' rr r r/'r r / ?�/ / N /- � , PRO BLDG. FFE 107.5 - _ oo _--..
�- - - - '- ' . I MIXING
� _-- � _ ` � ��' r - .• �� rr , � r r R 1 1 �1, � TO 1 1.83 � P 10�-1 TDP 103.3 TOP 103.39 I '. PRELIMINARY DWG'S
r 1 � -.- � 0 r of / / /- / /� ` PRIORITY T1ND ' INV. 99.90
• - _ 9 r r - r , �l' ` ,% + INV. 99.6 OUTBOUND WAREHOUSE
_I_ _ - _, �rj,' f. 1- r r r r r�rb, / /rig' , :b°! / / ` `. 1 , TOP �D, . 87 3 1 - I I
- �r �� - rr r� ,r,r 6�,/ / / /7'.7 %./ a ,, TOR 103.85 __ - �- �, �. --- \= ///
- �" r r / /q, / o ti <; 1.8 a$" -1. i 02,79$ Square Feet - �7 � I
__._- _ ,b ror'' ,r r , ,�, ,/ r/ _/ /�/ _ - PRO BLDG. FFE 107.5 '-,\ TBR LINE 103.70 _ -1❑S
- -- - / Q /r /r rrr ,f , / / /`_/ >,-,^< =
--
-- - / Io' q� �, , , , , - -� �1 - , _ _` I- 1G3 / '\ . FACTORY ;° PRo� BLDG878 �gFFEe1 D7�5
- _" _ - y -^--err / /� r If \d� / / Y.� �0 �1d3 - I 7 TOP 103.3 - r �' , o
_ _ _ _ _ / �� fOP CB, T02.50 TDP CB 102.50" 102 / I OP T 03.39 I Q Q _ .
___ _______ - /r // C' Odl / j� / \p5 1 2r /- / ' '1013 ,/ 101 INV. 98.9 i 1 NV. 99.15 \ 303 11 j /� r' -
/'`// /a /r // / /- f ` � �o 1' / 0 +I X1O6 706,787 Square Feet • ' /\-
f., J / / / / r \ I PRO BLDG. FFE 107.5 I I
- - �_ _ _ _ _ \ T`107 / I + - - - I , , r r r / - - . • NOT FDff CON5TAt1CT1C)I+I
I.
/ �ti ` , / I 1 106... TOP 103.39 i \ti 1 I ,r /I! ti0 O
__ _ - DO NOT DISTURB 1.9 I INV. . 11 OP (38.40 _ - ~ -
♦ I' I I ii NV. 98.40 �r - /r r
-' __�.1o�,a�_ _ . EX. WETLANDS or I y \-- r '
~\ UFFERS UNTIL ." I I • -% Z
--;t�&10b_._ � - ` �.. 11 11 105 I `_ r'/- 11 r' 106 10,.,0
24 L -g 18 RCP w 6'FE5- ` .\ I � � + I �'
-TaP of DAM= 9a 5 I _ _ .` �\F�tMIT IS IN HAND i9 ' -•' ,�� --r, 1n Q
mi
INV 18" FES $8.77 \\ - �`\ . ` \ Irl 104 TDP 703.39 I DP 103.39 •' 1 r rR--- -_-____ter
50 LF CONIC. LEVEL 5PRE [ '�' �, 99-1 Ir g NV. 97,65 -%/., ' '
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PER NCDO'T DET.__-- I ` _ 9S\ \. � .: '� ;
8
1 99.96 DO NOT DISTURB t D LF
o`ti `\ _ � � ��.■ .���-�-+ , / � , 05 1 99.99
z 9 ���--\- fi-�-rt 98 8,brD r i 03 10 .3 4.39 \
I 4' DIA MH w/TRASH RAC '` Q ' �. ♦ ----- 9 r 9S / � _ N 1 00
I MH TOP 91.0 ^ - /
EX. WETLANDS or 24" C
-1 �i--f-���� I I I 4 05 1 - -�_' ---, 100.60 ;
Ire 3"x36" WEIR (3 sa❑Es} IN _ 0 93 \�r��:-, �\. /,f 102 `,_-\ +\ _ -" -1o3-- BUFFERS UNTIL --� Z
4" ORIFICE 89.00 \ \ % \ �' PERMIT IS 1N HAND
INV 18" OUT 881��3-`~~ �� \ \ i' + r ' /' �� 9 18 - 0 39 ,05 a _.._._ \ 99.54 � �
r I INV. 95.5 103 r \ 104 + / \\ O ■r, •
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v rn Ik 9 ti ` \ , , + r u j 4i I[) ri to " 1 I \44 n
a rn rn a, , 03 I
\ I 3:1 from 85 to 90 I - 2 - , 1 a '�)' \ 101 ■� 12
1 \ \ '\ \ \-. .. � INV. ' .2 i i ,'
\ 5: 1 from 90 to 100 1 ■ \ _r I - 1 z z q� ■ - ` 500 0
\ ' a � -� •... 3 -1-•95 ■ / - a , 104 104 \ _ r 98.10 ♦ •• I I r1 (9 OW
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■ �\ \\ - - - A sJ _--� _ \o-1 0�.1 , 0 F 150 LF 00 5 ` ! 0
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c 90 LF v _ 11 IW a
ff j 0300.2 ` - � �- �o� . � 1 � � �
■\ ,` i TOR 103.85 10 __= -Z_�� l 24„ - - -
\\ \\ p - j 98 __ -.1,\\ 140 LF 24" 180 LF 36 •.`�' " - _ - - 120 LF 36" 0.3% �. N
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\ ♦\ I I Q~ 1\ v , ' - 103 __ __ - -i-- `- ,, 104 rrCO � 4n
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I 1 p2 '�2 1 \\, \\ \\ ,, 103 \02 , F ~ -" 6 LF 60" E -0 196 LF "-~102 96 LF 5 - - - - .� �;
1 , \ I \I \,
9fi 2'\ X 196 f_F { 1 F 7 " \ �' • \ \ 19 7 " 124 72 292 LF 60" S L ::: ::: - W�`�. 0 _ _ - - : -\ \I � � o
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IIIIIIIIIIIIII
o + I I �, INv 8 .40 " „ + I \ . \ _ . D3 D3/1f 03 02 D3 . d .11 D3 \
cf� ry , 138 LF 72 ` \ 0 r - - - - ♦ ♦ rn
C, 1 a , ■ F \, 031 `� �_ - - 031 '1��5 , ,\ \ \ \ 10 - - - � _ ~ � _, a
I I ; f _- LAS D310.1 \ � \ ❑ .3 - �� ___ ti , \ I \ 104 �� , ♦ 7 0
� �1/..IJI ' ` 103 - -` , - 11 A:-/ 712 r � + I` 1 II �1 01
a
I ` PER-- \ - \i \ \ �\ `\ ' r I ti \, 1/
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\, \ \ r p _ -� I I I <
\\\ \\ \\ \\\ r� \��, `r��a �� `-iO4 ,05 T - -- `�� - _ `L -` START PIPE (D-310} I// OPEN DITCH (D-310} I t {\ j A' r0 7
\\`\\\ \\ \\ \ ,� o \ i�710 .� -. 108 .`_ � I -- -1p8 --~___ 1' r i\ t I I I , _/ � � 'o
a
\ \ \ \ \ . � I.!I� � �
\\ \ \ \ \ \ O\ _\_\ -
,\ ,\ \\ \I'' ,1 '\ '� 11 ' \tea ; \\ \``, �� 1[}-- --_ •- _ _ -"1
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1 ,/\ ■ \ \ 6,
' \\ \\ \ L--_ _ r0
1 r .I \\ \ \\ \ '\ , \ `\ I-- �
11 ,, 11 \ ■ \ \ ,- L -_
1 � \\ \ '` \\ -, =? -rig 11 1\
1.
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Phase I Structure Schedule
o
Box ID
Box Size
Top Elev
�
�
Type
D125.1
4x4
99.00
89.33
9.67'
DI
D125.2
4x4
99.00
94.38
4.62'
DI
D125.2A
3x3
100.00
cc
cc
DI
D125.3
3x3
J0
95.74
4.26'
}
D125.4
3x3
100.00
97.00
3.00'
DI
D130.6
5x6
m
91.73
8.27'
DI
D130.7
4x6
o
92.34
7.66'
DI
a
n
101 AO
92.95
8.05'
M
D200.9
410
101.00
95.78
5.22'
DI
D200.10
4x10
101.00
96.38
4.62'
DI
D200.11
400
101.00
96.98
4.02'
2
6
4x9
101.00
97.58
3.42'
DI
D210.13
4x7
101.00
97.22
3.78'
DI
0210.14
4X8
101.00
97.82
3.18'
O
V
oa
❑
p
C
Q
N
6
~
-
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/ °\� • �! \.• , t _ / / / / / / / / / / / / / / / / / / / -/-/ / / / / / / / / _ - / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 7 / / / Y / / 1 1 �9 ■ - L.'=� _ - `\ `� - I-- - _ .. - r W a
11
- r/ ''\ ' ' + I I I � 98 - - - - 1 - i LL
V f \` 1 1 1 `_ gfi__ / I \\ W c
.� ' ' 9 1 \ + / }1' .,Dl &' W *17R ASI -Y RACK / / / / / / / / / / �r� - / / / / % � / f / / / / / / / 7 / / / ! / / / / / / e / + ff ` � _ i i �' •. - _ � \ .. o 0
11 /ri l( %, ' , I + H T 1. � ' :-9-1 - `9 _ .' . , f r r 9 _ 1 _ ' i , \ - - __ - I
%x 6 w� SD IN 0. r 1 . • - � \ �- Q
\ I ' I I ;4 i i 4" O FLOE 83.04 ■ + /- `- I _� _ _ -_ ` 11
r/ `\ // ' ✓ t 1 I `.r \\ \ + \\ N�1"/Oi1'F �80% / / / / / 102 1 1 / / Jl / / / / / / / / / / / / / / / / / / l+ I j r I �`�� ,\ if ++ rr �- - -��l __ ter_ �-�- + lam___-____� \` z as
I r \\ + \ \ ,' / I} I , \ tI I / / / / /' / / / / 0 r Y I 1 -1,0b,
\, r I + - _ -, '_ - - - - _ � � r � ^ - � 11 11 ♦ 1 LLJ ¢ c+ to
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\� 1 'N. ' ` / ,' ' 1� 'n - '1 I j 1 / / / / %Y / / / / / / / / / / / / / / I . ■ I I r I / • �� 9�- 4 ~ _ _ , `\ ` U a
■! \ 'vL I , , , Gq to ♦ rp I \ .O� 1� // rf f ` ` + + � - - _. ~ _. � - \ , ir '� ❑ N
l + 1 , \ / / / / / / / / / / / / / / / r / + I 1 + �_ - �...,� i'... ` ,I� \ \ \ as a Q <1 11
\\ 1 `\ `� + +l , ', �' o� 'n / / / / �/ / / / / / / / / + I �a I II >f .� � - _ • _ �..�1-. - -- - - - _ - -_ i ; - - -- _ ,• _, � \I \\ \, _ z
\-- - -- \1_ OQ , + , \ ,l , ti0� (, r00 � / / / / / X / / / / / / ! / / / I 1 i + 1 _ _ . �. \ . L--_ ` 1
1-1 I ♦ 3 �F �a,. - �� 0 ❑S \ ,r ---- ---11 I I - - -, - I n n n r
- -f , , ' , \\ ` LAVE ❑-��O I 7777///\[///////r/// _ rr-i // ! �r I -�_-_ \ �. , I_--- 1 !
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I 1.\. , F////////1-1�i�-r/// , r I � ��, _ -,I 1 ❑ ❑ ❑ ❑
I ■ \, \ \� ,'\,\• +a \ 12LF3 j L 4" 210L 18" ///////////////// ��r�-1- III 11 i' - --- _______ '1\ �•._----_� \ \ ♦I, ',
\ ■\ , • ■ a C 113.97 TC 107..0 10713 l I - I , / -98 .1 -y-`- 1� i~--\ '
\ I� ■ , , TOP 113 1 TC 113.97 11 r__ I _
\._- r ♦ . \� ■ N q D1❑ TOP -06.63 TOP 6:63 TO 113.47 /////////////// - --f�;j I .. 'i ,r �D-___- \ \\ �` I \, I ,y- ,\,
r \ . ` , 1 ' GD 0 0100. D1 .4 ///////////// - ,--I I. / r _-� \ - ` � \ \ I,
�_ ,r `\ 1 \ \a I 2' 3' CATCH ASIN PER 1 .�-4 / I ,- \ 1 �/ -
/ / \ / / / / / / / / / / _ , I � r , - ` \ \ CONSULTING ENGINEERS, P.A.
r \ \ \ , COOT DE . 840.02
-_- �� . � E LOYEE PARKI G � 1 .'' ,' �. I ,' � `� .-`~- �`, \ \� '---. CIVIL, MUNICIPAL &
_� / �/ \ \ \\ �TYP. IN ARKING j t 8 _ --� I 1D ` \ ` \ \ \, _ STRUCTURAL ENGINEERS
7 - _� / / / \ \ 1 , ,.� j �I y _ - 9 _ � _ -
-f / / ` . I` \ /% I __I p•_ Qi \ �-- ` u ` �� �■ - BLN 00562
_ \\ r I ,>-/ L / `\ \ y 1 \ [ cr [� c oo r �� 1 r1( ■ ' , ■
- ` � , .1 � - o _ I � _ ❑ , 1 7 ■ 220 Bryant 5t.
[ - - \ --
``\ r / / `, 1 '\ \, � ♦\ `, � , � - r .'i I ���?I n, \ \ ` 1, Rocky Mount, N.C. 27804
\ _
\ i. // // \ \ 1 , , I_
�" \ / / / / / \\ `\ '\ I \/ D 1 1 D. r r OP 0 • 24` 2T 02.5
- -- `♦ X10 I + ` / / / ` \ \ \ \\ THE E 011 D•2 TC 11�s7.13 D1 .4 �o D1 a A
- '� rQ r ti ' \\ \ \\ , TC 10 - TOP'06.53 113.97
/ / / , , + 0TC 113.9
-� I \ N, , \ ` WETLANDS lop 113.4 TOP 106.3 NCD 84+3.02 f OPI 113.47
_ I \\\
��. . r- / / / / / \ 1
_ .- � ^� � 9 pal �. o r7 \, ' 1 � 12 LF 30 154 F 4" 10 LF 18" -
, SHALL. NOT BE _ r\ . / �r� A. - F _ -- - -
I gD l 1 1 ' /.\
J � i_ I ,
'� l + a7 / / / �� / \ '• I \N1 �� DISTURBED .. / \ \
/ / / n ,',� ' + o + LAVED ;11b � �
__ __�_ I'D / / /\,o 11 I'll I I . \ \ /�\ 1Z / I / a
1-11 I I ,1 / - / x / �� -� 1 ti ! r� + 7) 0
I a i/ // 2 \ POND 1 ",0 I \o U r�
_- -,`� `l'____ 1 `�, - 6 / / / / / - ' .3:1 from 8� to 89 , ti� Q� G ti r ] .., P V
\ � i i' sl- from 89,, to 95 �
--- _-•`` \\ \\ \� 'moo c� / / / / / / -• I 10:1 or flQ,tter above g5 , I '
/////////r a 1
/ .
♦,, .q � �� , Q ` ,`. �` `` \, 268 LF L 0.4 104 10 280 L
J r,\\ .fla, \ '1 L- �- - - / / / / / f \ ± \, `\ JB D1 D1�I�JB '\\TOP 9 99 _
■ \\ ' - - _ % / / / / \ , 1 \ I INCDO7 840.31 li�!]L~9400 - - - -
'r - ,� , o \\ Q, M \ \ I �'-- a / / / V. 2 91.7 fi0" 89 03 `� \\ )- 100 D 1 20.2 .3~ 1 D A
{ C /' , Ph 252 972 7703
I
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T NDS I
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DIST ED / T TM
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W '; OFFICE 102 1 ' 1, \ 1'\ -
Z D910.1 I' 11 / \
J- ❑9Q0.2 I + 26,840 Square Feet '1 \ , `\N \ `, , -____� /
(PRO BLDG. FFE 107.50 \\ \ 'r 09003 . ^�IQ❑' , ' , , ' -�_
J, 11 f i
I II 1 ; I ~r`\ 1 /
1i D900.4 , - //
/ / / ,/ / / - DQ NOT DISTURB
/ I _ . ---- -- __-----= a EX. WETLANDS or - I
, ` � s/
/ / / /\� I `` - � o BUFFERS UNTIL / `��. __1/
~- -
_ 7777/ , , /I / r.. -1+76 \, 144105
/,./ / \ r IQ roti o .,R �� -- -\\ I PERMIT IS IN HAND / _ � _,_
\ r - 1 \ 103 r-- . _,__ __ _ --� _
\ \ to \ ❑ \ , y I - INV. 9 .fi0 / / �
.' --_-. , ,p o.' \\ \ POND 2 1' \ , 'o OP ,. 0 � -� I.` II tid _-- g8 I o a _ - - / I "�
, 24 LF .18" R w/CFE 4 \\ , ;1 froTla 86 to 89 \ \ �. CDD�=� \ I 1 - - --��_ - - - - - _
• I
TI:� DAM 0.5 \ , \ \ 5:, from -89 to 90 `\ 10. \_ \ / = 5 - -
v 18" -FES 88. 7 $? \ \ \ 10,\1 or --flatter ob`ove_90 ` ^� _ - � - --11 *EPI
_
® Or 1 oo' D 134.8 «D ') ' I ° D 130.15
50 LT;'CONC. LE � READE ', \, \\ ■�' � - -_ �: ¢ � � _� U. 1�■ � � INV: � 6D" 89.79 00 � _LINE D-130 � �t � � r
PFR NCgO7 DET.-- , ■ _ __ 0130.2 - -
Z) A
/ 4' dIA MW P/TRA'kl ACK ■ ,\■ ,l \\\ , �, 11 • -� M V , 0 0 • 60" • ^' %" D.3 \ q 30 _ - - - - , LF g^ .
11
__ --
M TOP 1 0 ~ \ \ 1 \ ` `. �� 1 . I . 101.04 \ . ' 103 \
I , „ �` , \ , \ _ O 0 LF 5 P 10�3�0 P 1 0.op la
r 3 x;35 WEIR (3 SIDES]' 1 V- 9�)-0 I I . - 100. D �844:� TOP .00 p INV 95 14 1- _ T r -
105 NCDDT DET 838. 1 I
J% 106 I _
' ' ` ' j ++ `-_ v 1 97.0 ' �■� 0130.1 TDt� 10 OD o INV. 24 9b VID13 .4 17 TOP
��► 48" 1.33+r,� �, _, \ _____ - \ I \ _ 105 -�
r4" /OR 8 001 1 � F ' J _
ff-- J - DDT 84 - oa I V.`',90�8 G INV- 4" 5.2 _ - - 1
III+�Y 18° DUT 88.0 I 11 I _� - - ' 1. , TDP -1 7 n - + 'q r • ■. - ,\ Ii / .9
I r' 1 i l ` i tr 1 r I _ \ "- 13 t8" % TQP INV. 94.6 C3 1 rn 9 - � + `4 \� � I f / o
I l r - INV. 10 96 LF 15" X3.5 r \T P 8. J ■ � ,
I + - 1 \ INV. _ 4'x3' OPEN RD 1 A ' \ �` ` - � -10f --_
_r ,' t' i+ i \ --�_ - I \ \ 5• 4 •`4' . LF 15" ®3.5% - 99.
Z \ , TOP 1 .07` ` CAT A ' - -
_ 18" DRAINAGE NOTES _ I \
10 TOP CB 103.39
.-`/I 1' ', \I '1` \'\ '-- o l J I _ 125. Ln I fV: 8.10 `_._ o ` .� - ❑ 1 INV. Last Revised 2!3118 _ f `+ \ , -� DO NOT DISTURB EX. � - �-1� .-� o 0 -_-
\ _ _ `� \\ I + � J r- T 0 ` -100'
_ -
r ° , _ ` \ WETLANDS or BUFFERS �� �,
`ti ` -
■ 1 / I I I I + � `• N - co 104 1. Contractor to only install drainage items required for Phase I. Phase II storm drainage (preliminary) is .. I/ / �
"` ' I . o�' shown in grey for reference only. These plans are for bidding purposes only and NOT FOR
', � ` '•I ) \ � I f � I ' I Ir , L 15 -6% r L 7 �"I'll ®z- �s `� �, ` CONSTRUCTION unless signed sealed by the Engineer. I/ - - , � ,° 0
+ 1 12 OL1F�18� 1
I I r 1 P 101.7 L• .; C 1 �� 11 "`� a r
�• >� `' } ! } + I r I' r + + I I ' TOP 101.07 N o 7 '� T P 1 � TOP CB 103.39 2. Ponds shown are approximately sized to meet NCDEC� wet pond requirements, but design is preliminary
% ■ ,- __ - I I I ��_r__ 98.10 3\ TOP'-, .07 D INV. 98.02 INV. 106 INV. and subject to chane based on final impervious areas, grading, Triangle site engineer, BMP selection ,
J / ,, ,, . _: , , ,, I r r I 11 T. 6.00 TOP 100.-00 ` _Jt�V:- 95:� ,. �� M , g P g, g g PASSENGER LINE I' OUTBOUND WAREHOUSE _ - ----
///// l \ \ I r r I + + I ❑ __1L_ G - -I wet and or stormwater wetland etc. No wet and plantings are proposed at this time.
_ y , __ \ ■ 1,,1 l + r I � // ! 1I + I I ❑IN 97 A .19 TOP 100.00 54L 18" [� 1 P }, P P 9 P P
ti\ \ \ + I I ,� / i r I I INV;• 95.13 3. REINFORCED CONCRETE CULVERT PIPE shall meet the requirements of AAS HTO M170 and ASTM ^ ^ `_ (�
,� - - .\ , I 1 r r, 6 r ` T� 1 0 0D .\ 103 ; 076; minimum of Class III Wall, except in the rail spur fill slopes. Concrete pipe joints shall be tongue F AC T G R Y `•' 103 35
- : - �' \ /' I ! I I $ r I I 0 1_1 �'r' INV.- 97':(]0...-"T1�LF ,8 p NV: 7.00 � and roove t e with flexible sealant unless otherwise s ecified. RCP and beddin shall conform to the n - 20$ 949', 5 uare Feet ''-_--r
\♦•.•.,... � 1111 r r � I + � D.7,5� � 9 YP P 9 203 � q _. -_ -_ . i
6,r--
-., `III �' I I I ! I I r I rn + + \ - O / TOP CB 103.39 re uirements of a licable sections of the latest revision of the NCDCT Standard S ecifications for PRD BLDC3,. FFE 107.5 _ �-
_ -,N \1 ',�, I i . I , 1 ! I + �e I 1 r ° I Q + I K] to / q PP P
;_ -\\\,1 N, , , r +�+ t I I � ,� + , 1, } l 1 N ` INv' Roads and Structures, latest revision. 741 ,879 Square Feet '` l -,
r , , + I } + 1 \ I 1 r� Io I INBOUND WAREHGUSE o a PRO BLDG. FFE 107.5' Q -=
_. _ ti \ \ ,� �l r L \ \ r rn I - . MIXING 4. DRAINAGE UNDER PROPOSED RAIL SPUR SLOPES: : _ _ r
\, 1 + � I DP , 1-s2 -, Jp P - DO NOT DISTURB 0
_ ■ \ , , I L ■ . \ {� . y n �+ a. Pi es and culverts shall conform to current AREMA Recommendations and ASTM Specifications.
`.' ■''■'�■ ' ', I \11 �, `• \\ ' \\ ++ ' \` 2 1 A V V All such structures shall be designed to carry Cooper's E-80 loading with diesel impact. ��
\\ ,■ \ . , • , r- __ `t EX: WETLANDS ar il
___- .\ ■ \1 , , \ �� �`I . ` 6 I \ \ 67,170 Square Feet _ -N b. REINFORCED CONCRETE PIPE under rail spur slopes shall be ASTM C-76, Class V, with tongue 1 - \ ,
■ \ ■ \ 1 ' `�- \ \ ♦ ♦_ , � --- - 104,1 16 Square Feet -
\ ,� , ■�, , , , �. \ , , ♦ \ , PRO BLDG. FFE 107.5 Top 1 1.88 q TQP CB 103.39 and groove with RAM-NEK type flexible gasket meeting the current ASTM designation C-76 ❑r as ! BUFFERS UNTIL o --
PRO BLDG. FFE 107.5
\ '■ ■',, ■ \ 1 \ \ . ■ \ \ `. Q0 a l l 115 V- r • i
1 �, , ( specified.
\\ ,■\''\�\ \ 1 , 1 �; , PRIORITY ONE ! TOP 1 1.82 � _ o I PERMIT IS IN HAND _ _-
-.- \ \ \ + I , 5- Unless otherwise shown: all drainage pipes are to have 0.3/o slope. Culverts 1$" to 36" shall have II--/-- _1pa _'�-
0 NO \`. l ! I I \ \ \100.6\ ■ \ ,1 I I ' ' + I + )JI \ ' I'I � flared end sections per NCDOT 310.03 (similar], unless plans specify a concrete headwall per NCDDT \ I- - - - '- -1
\\ II \ i I i� <i I 11 I i + 11 TOR ,03.85 w 838.01 (or NCDDT 838.39 for 72"}. `\ 106 -
\ i 1 1 r 18" TOP 101.88 i 1
I l I I l I r, �� . 1 I r i , - _- t ,1. 1
1 l I I I I , ' } 'I ,� , r fr + ♦ - - -- - - -- -_ _ ._ ._. _ - � `- _ , 1
-
i.
MI
i I I ! I I 11 I I I I , j I ' 7 r / / r - - r I I l - - • -- .. , TOP CB 103.39 ---------- - --- -- ----- . \ r
` I j I r --------- _ -
I I I +, I ,. L r ! I / , 1 + \ :: ;,,. C P, C SS . _ - - -- - - ` ,
+ t I }, I Ir I f r/ /I F r I + j .r INV. ' ,0� �\ .1 - __ I
1 � _ -1Q6- �
111111111. r I l II , . I { ,-`- I I r rn ov a \ V 0, �; .ti Y80 LF 8* W1❑E CONC
'■
I I I I , � \ ! I I I I r Cq t + P 100. \__1 06 I 106 _ \\ -- -----..-......------ 104 ` --- LINED CHANNEL @ 0.9$% !
1 I t t I' \ +, ` I . ', , �' II i II c 9 L 1 \ LF 36 RCP CLA55 V / 1 fly -' - . I - ` _\ _ - �E i■J ,DOT DET. ---! ,_ _ 1
----94.-.- i t I I + I , , / ■ i ® 0.3% W/ CONC. HW PER II 1 {]A _ - •_ r j, _ - . _ - p
I I I t } ,'11� , I ' 1 . 1� + i r I L R p '• i + COOT DET. 838.01 1 10.3 °s `� / ❑■ START PIPE (❑-200} OPE1tl DITCH (D-200} _ k� _- `� 1
----g�_f- r I i+i+ i\ ; r }1 l 1 1 TAY \ - - 01.46 \
I a I DZQa. I -107_ i 05 i 105 '� "` -- 1
r I t t 1,} I + 1 ,, I I 10 / I
I , \ , a DO OT DISTiJRe E� TOP JB ,00.75 aa.2 0200.3 D2oa.4 ,6 D2oa LINE D-�D 103 _
I 1 I I I I f I I I + I � A 8 If fi0" 0. i 02 / . I
- s� I + I i I + I`+ ' , + WETLANDS ar UPPERS ,Nv. 9,.�2 a� v Ir sD" ® - - __ _ UARD
JJ i I I I I I I i � , - _ _ Q f - 19s �� D200.4---- D200.7 0200.8 D200.9 0200.10 D200.1 Dzad. HOUSE #3
I I \ _ _ _ \ 2 l00 TOP 100.0 91.65 P 100. I 78 " TOP 1 5¢
r I 1 t I+, I'1 + i TWIN 30"
I 1 I I }} i I i I\'\ `\_-_ -. \ INV 9. INV 10
��� 3 P 19 /
1 I , + �: - UNTIL PERMIT -IS iN HAND LF LF 72 �.. _ - . _ _ -
1 I I I I i I + \ ; i I\ _ - _ , _ Z9 _ 103 T 03
1 J - .. - rte'
.'- I. I 1 , I' ' f II . - " '
88 1 I i I I+ I s I , _ -_ - _ -
y f r 4-J~
1 ,. j� t _ ---- - _
Y, ).. _
; Il I1 ', hi I I 1 ILS. . ,0 - - 1 103 103 - 28� -.
4 - -
11 Ii '' II � "" •. \ 70 y \ 00 L T 0. QO TOP D TOP .00 I D2� 102 99.30
I 1 1 + , y + / f _ /0 I , ,d \ 100.00 6 INV 91, 92.15 V 92.78 70 F 60 /' S4"RCP 0.39' 0 LF T02 LF TWIN 3D" RCP 196 LF TWI
} '.
r � , F1+ I i 2 72" 3% 0 LF 60" C� 0.39 V 91.22 _ �F R 0210.1 D2 .1
-Ss-- / "` _ �2" 0210.12 ' 0210.13
rr - _�rrl� If, 'r '� I r + rr Irl �r--' 1 ll + \ 102 0 If b0" ®0.3% OO IF 50" ® . }01 _ - 101.0 I'% 11 \� F 8' E CONC. f-
1 "� 10.7 L] LINE ❑ 210 - Tf ` LINED CHANNEL 0 0.95%
I+ - -8ki1I II 1 rl 11� rr `a3 %\+ `" 104 103 \0 i0 1 0210.4-- \ _,r - - _ \\ /PER NCDDT DET. ______
2 r s/ ' I r I r \ 105 START PIP D 270 OPEN DITCH ❑-210
G . . ] , I r I ! , = - T06 1 3A. 0. 1 /7:] 104 / ''` ` /
_ -001 Y , I 1 I I I I r a \ . \ 106 , . / I - C/
--_ - ____ __ , 7y - 1 I Ir 1 � \`� `- Q \ \. ` • T P 1 0 r o a � 4_` // I ,/ i 107., \0
f f �\�) If I t' = o\\y.- - ■ + /, _ ; /% 102.1 / il
�/ I r I I �: \ `.--` \ TOP 103.3 OP 103.39 i I ,05 ■ _ / ..
-- 1 , , 1 ,�1 _ . INBOUND WAREHOUSE 0,.83. I I -- -
• J/ { f r1 11 I 11 . 9 . 8 �' INV. 100.4 .
/! i ,i r• �r�r r1 ,I i I b `� sr -_ \ `,\\ 11 } NV. ,00.65 i \,� I / -■ � F7 1� C_J] f/ ,O -�
f_' I I, I _ 3 D D, I
✓' r / rr - • i I $ /.y/�-J�>! ♦ ♦ 1 TDP 10,.87 /
__
r� ' rr r r r FA ,9/11 FL -,( _ \ fi7,1`1 Q Square Feet / I . '\A
1111110. -_ L ,.r .' rr r r/'r r / ?�/ / N /- � , PRO BLDG. FFE 107.5 - _ oo _--..
�- - - - '- ' . I MIXING
� _-- � _ ` � ��' r - .• �� rr , � r r R 1 1 �1, � TO 1 1.83 � P 10�-1 TDP 103.3 TOP 103.39 I '. PRELIMINARY DWG'S
r 1 � -.- � 0 r of / / /- / /� ` PRIORITY T1ND ' INV. 99.90
• - _ 9 r r - r , �l' ` ,% + INV. 99.6 OUTBOUND WAREHOUSE
_I_ _ - _, �rj,' f. 1- r r r r r�rb, / /rig' , :b°! / / ` `. 1 , TOP �D, . 87 3 1 - I I
- �r �� - rr r� ,r,r 6�,/ / / /7'.7 %./ a ,, TOR 103.85 __ - �- �, �. --- \= ///
- �" r r / /q, / o ti <; 1.8 a$" -1. i 02,79$ Square Feet - �7 � I
__._- _ ,b ror'' ,r r , ,�, ,/ r/ _/ /�/ _ - PRO BLDG. FFE 107.5 '-,\ TBR LINE 103.70 _ -1❑S
- -- - / Q /r /r rrr ,f , / / /`_/ >,-,^< =
--
-- - / Io' q� �, , , , , - -� �1 - , _ _` I- 1G3 / '\ . FACTORY ;° PRo� BLDG878 �gFFEe1 D7�5
- _" _ - y -^--err / /� r If \d� / / Y.� �0 �1d3 - I 7 TOP 103.3 - r �' , o
_ _ _ _ _ / �� fOP CB, T02.50 TDP CB 102.50" 102 / I OP T 03.39 I Q Q _ .
___ _______ - /r // C' Odl / j� / \p5 1 2r /- / ' '1013 ,/ 101 INV. 98.9 i 1 NV. 99.15 \ 303 11 j /� r' -
/'`// /a /r // / /- f ` � �o 1' / 0 +I X1O6 706,787 Square Feet • ' /\-
f., J / / / / r \ I PRO BLDG. FFE 107.5 I I
- - �_ _ _ _ _ \ T`107 / I + - - - I , , r r r / - - . • NOT FDff CON5TAt1CT1C)I+I
I.
/ �ti ` , / I 1 106... TOP 103.39 i \ti 1 I ,r /I! ti0 O
__ _ - DO NOT DISTURB 1.9 I INV. . 11 OP (38.40 _ - ~ -
♦ I' I I ii NV. 98.40 �r - /r r
-' __�.1o�,a�_ _ . EX. WETLANDS or I y \-- r '
~\ UFFERS UNTIL ." I I • -% Z
--;t�&10b_._ � - ` �.. 11 11 105 I `_ r'/- 11 r' 106 10,.,0
24 L -g 18 RCP w 6'FE5- ` .\ I � � + I �'
-TaP of DAM= 9a 5 I _ _ .` �\F�tMIT IS IN HAND i9 ' -•' ,�� --r, 1n Q
mi
INV 18" FES $8.77 \\ - �`\ . ` \ Irl 104 TDP 703.39 I DP 103.39 •' 1 r rR--- -_-____ter
50 LF CONIC. LEVEL 5PRE [ '�' �, 99-1 Ir g NV. 97,65 -%/., ' '
�. a
PER NCDO'T DET.__-- I ` _ 9S\ \. � .: '� ;
8
1 99.96 DO NOT DISTURB t D LF
o`ti `\ _ � � ��.■ .���-�-+ , / � , 05 1 99.99
z 9 ���--\- fi-�-rt 98 8,brD r i 03 10 .3 4.39 \
I 4' DIA MH w/TRASH RAC '` Q ' �. ♦ ----- 9 r 9S / � _ N 1 00
I MH TOP 91.0 ^ - /
EX. WETLANDS or 24" C
-1 �i--f-���� I I I 4 05 1 - -�_' ---, 100.60 ;
Ire 3"x36" WEIR (3 sa❑Es} IN _ 0 93 \�r��:-, �\. /,f 102 `,_-\ +\ _ -" -1o3-- BUFFERS UNTIL --� Z
4" ORIFICE 89.00 \ \ % \ �' PERMIT IS 1N HAND
INV 18" OUT 881��3-`~~ �� \ \ i' + r ' /' �� 9 18 - 0 39 ,05 a _.._._ \ 99.54 � �
r I INV. 95.5 103 r \ 104 + / \\ O ■r, •
42 ■ / r0116. - . - _i \ I I r
%
I > <
/-�. N.- - / � �
\ I I + O ' 5 13 i _ • \. �� I n v � \ • 105 10 _�j I 1 \
POND 3 i \ �, a TOP 1 1 ,N1
v rn Ik 9 ti ` \ , , + r u j 4i I[) ri to " 1 I \44 n
a rn rn a, , 03 I
\ I 3:1 from 85 to 90 I - 2 - , 1 a '�)' \ 101 ■� 12
1 \ \ '\ \ \-. .. � INV. ' .2 i i ,'
\ 5: 1 from 90 to 100 1 ■ \ _r I - 1 z z q� ■ - ` 500 0
\ ' a � -� •... 3 -1-•95 ■ / - a , 104 104 \ _ r 98.10 ♦ •• I I r1 (9 OW
in
\ I O ■ \ \1 0 a3 I • 0 / I R o0
■ �\ \\ - - - A sJ _--� _ \o-1 0�.1 , 0 F 150 LF 00 5 ` ! 0
.I
c 90 LF v _ 11 IW a
ff j 0300.2 ` - � �- �o� . � 1 � � �
■\ ,` i TOR 103.85 10 __= -Z_�� l 24„ - - -
\\ \\ p - j 98 __ -.1,\\ 140 LF 24" 180 LF 36 •.`�' " - _ - - 120 LF 36" 0.3% �. N
'il" I ----
\ ♦\ I I Q~ 1\ v , ' - 103 __ __ - -i-- `- ,, 104 rrCO � 4n
1 1 �\ o , "ice I T" 1-1
I 1 p2 '�2 1 \\, \\ \\ ,, 103 \02 , F ~ -" 6 LF 60" E -0 196 LF "-~102 96 LF 5 - - - - .� �;
1 , \ I \I \,
9fi 2'\ X 196 f_F { 1 F 7 " \ �' • \ \ 19 7 " 124 72 292 LF 60" S L ::: ::: - W�`�. 0 _ _ - - : -\ \I � � o
Q
! I - \ 7 - 1 \
IIIIIIIIIIIIII
o + I I �, INv 8 .40 " „ + I \ . \ _ . D3 D3/1f 03 02 D3 . d .11 D3 \
cf� ry , 138 LF 72 ` \ 0 r - - - - ♦ ♦ rn
C, 1 a , ■ F \, 031 `� �_ - - 031 '1��5 , ,\ \ \ \ 10 - - - � _ ~ � _, a
I I ; f _- LAS D310.1 \ � \ ❑ .3 - �� ___ ti , \ I \ 104 �� , ♦ 7 0
� �1/..IJI ' ` 103 - -` , - 11 A:-/ 712 r � + I` 1 II �1 01
a
I ` PER-- \ - \i \ \ �\ `\ ' r I ti \, 1/
I, I, �\ 838 i39 \ 06 ♦ D ` :� \ \ _ \ _ Z
■ ■ \\ ` -------Q q- --= Wiz= - • i
(M)
'\ ■\ \\ \\ ``� / III o 1 D �� - -=-��`_"�:-__"; / , \V ,
J
\, \ \ r p _ -� I I I <
\\\ \\ \\ \\\ r� \��, `r��a �� `-iO4 ,05 T - -- `�� - _ `L -` START PIPE (D-310} I// OPEN DITCH (D-310} I t {\ j A' r0 7
\\`\\\ \\ \\ \ ,� o \ i�710 .� -. 108 .`_ � I -- -1p8 --~___ 1' r i\ t I I I , _/ � � 'o
a
\ \ \ \ \ . � I.!I� � �
\\ \ \ \ \ \ O\ _\_\ -
,\ ,\ \\ \I'' ,1 '\ '� 11 ' \tea ; \\ \``, �� 1[}-- --_ •- _ _ -"1
,' 1 7
� I 1�. \ .
��I • r. .
iI I X' � \ .I __ I II:' -- -
1 ,/\ ■ \ \ 6,
' \\ \\ \ L--_ _ r0
1 r .I \\ \ \\ \ '\ , \ `\ I-- �
11 ,, 11 \ ■ \ \ ,- L -_
1 � \\ \ '` \\ -, =? -rig 11 1\
1.
II 1 \\ --i-
\ \_ ._ .__ \`
I\, \ ` 'r'�l I
■ ~ - , `\ I 1
\ \ \ `
- � \ ♦ \ `\ \ ti I` l
X132 /
\ \ /
` \ 1 \ I J) I t
,' - - -- I- . \ \ 1.
\\ I I I ". -.
Phase I Structure Schedule
LINE D-125
Box ID
Box Size
Top Elev
Invert
Depth
Type
D125.1
4x4
99.00
89.33
9.67'
DI
D125.2
4x4
99.00
94.38
4.62'
DI
D125.2A
3x3
100.00
97.00
3.00'
DI
D125.3
3x3
100.00
95.74
4.26'
DI
D125.4
3x3
100.00
97.00
3.00'
DI
Phase I Structure Schedule
LINE D-130
Box ID
Box Size
Top Elev
Invert
Depth
Type
D130.1
7x7
100.00
89.79
10.21'
DI
D130.2
4x7
100.00
90.08
9.92`
DI
D130.3
4x7
100.00
90.47
9.53'
DI
D130.4
4x7
100.00
91.03
8.97'
DI
D130.5
4x7
100.04
91.33
8.67'
DI
D130.6
5x6
100.00
91.73
8.27'
DI
D130.7
4x6
100.00
92.34
7.66'
DI
D130.8
4x6
101 AO
92.95
8.05'
DI
Phase I Structure Schedule
LINE D-130
Box ID
Box Size
Top Elev
Invert
Depth
Type
D130.9
4x6
101.00
93.34
7.66'
DI
D130.10
4x6
101.00
93.94
7.06'
DI
D130.11
4x6
101.00
94.54
6.46'
DI
D130.12
4x6
101.00
95.14
5.86'
DI
0130.13
4x6
101.00
95.74
5.26'
DI
0130.14
5x10
101.00
96.34
4.66'
DI
0130.15
4x9
100.00
96.94
3.06'
DI
Phase I Structure Schedule
LINE D-200
Box ID
Box Size
Top Elev
Invert
Depth
Type
D200.1
4x8
100.75
91.22
9.53'
DI
D200.2
4x8
100.00
91.52
8.48'
DI
D200.3
4x7
100.00
92.15
7.85'
DI
D200.4
4x7
100.00
92.78
7.22'
DI
D200.5
4x7
101.00
93.38
7.62'
DI
D200.6
4x7
101.00
93.98
7.02'
DI
D200.7
47
101.00
94.58
8.42'
DI
D200.8
4x6
101.00
95-18
5.82'
DI
D200.9
410
101.00
95.78
5.22'
DI
D200.10
4x10
101.00
96.38
4.62'
DI
D200.11
400
101.00
96.98
4.02'
DI
D200.12
4x9
101.00
97.58
3.42'
DI
Phase I Structure Schedule
LINE D-210
hbx ID
Box Size
Top Elev
Invert
Depth
Type
D210.1
5x8
100.00
89.87
10.13'
DI
D210,2
805
100.00
90.47
9.53'
DI
D210.3
4x7
100.00
91.22
8.78'
DI
D210.4
4x7
100.00
91.52
8.48'
DI
D210.5
4x7
100.00
92.15
7.85'
DI
D210.6
4x7
100.00
92.78
7.22'
DI
D210.7
4x7
101.00
93.38
7.62'
DI
D210.8
4x7
101.00
94.20
6.80'
DI
D210.9
45
101,00
94.82
6.18'
DI
D210.10
4x6
101.00
95.42
5.58'
DI
D210.11
47
101.00
96.02
4.98'
DI
D210.12
4x7
101.00
96.62
4.38'
DI
D210.13
4x7
101.00
97.22
3.78'
DI
0210.14
4X8
101.00
97.82
3.18'
DI
Phase I Structure Schedule
LINE
D-300 - D-310
Box ID
Box Size
Top Elev
Invert
Depth
Type
D300.1
4x5
101.00
96.43
4.57'
DI
D300.2
45
99.50
95.00
4,50'
JB
D310.1
4x8
97.00
89.00
8.00'
DI
D310.2
5x8
101.00
89.31
11.69'
DI
D310.3
4x8
101.00
89.97
11.03'
DI
D310.4
4x8
101.00
90.57
10.43'
DI
D310.5
4x8
101.00
91.17
9.83'
DI
D310.6
4x8
I 101.00
91.77
9.23'
1 DI
D310.7
6x8
101.00
92.20
8.80'
DI
D310.8
4x7
101.00
93.10
7.90'
DI
D310.9
47
101.00
93.70
7.30'
DI
D310.10
4x7
101.00
94.30
6.70'
DI
D310.11
47
101.00
94.90
6.10'
DI
D310.12
5x7
101.00
95.50
5.50'
DI
\ 1 1
\
CONSTRUCTION SAFETY
These plans are for bidding purposes only and
These drawings do not contain the requirements for
are not to be used as Construction drawings
E
11
/ / / / / / / / / �/ / / / / / / / / / / / / / / / / / % f
Construction below by the Engineer.
W
Approved for Construction:
The contractor shall be responsible for reviewing all
.2
I
// ////// // �/////// /�////
affecting work shown on these drawings shall be
,--" ® TI�1O1 IVoaL E 0
I
brought to the attention of the engineer for possible
gpUNDARY DESCRIPTION SHOWN
I
-- _ _
/ / / / / / / / / / / %�/ / / / / / / / / / :' .
_-_
--- /
G/%.i
IS NOT FOR RECORDATION.
ADA AND LEGAL DISCLAIMER
This document is not represented to comply with all
)
I Ir
/%yJ//�.iY/�/--- //77+57 r7��7 7'-/-//
.. .. .. . 1...7.. ..�.......\.............................................. ........................ .... ..
r -
\ \
representation of actual field conditions but
P
advice concerning laws, the owner should have this
I'
•E
Y
I
/ /*.d / A
/ / Y / �/
CONSTRUCTION SAFETY
These plans are for bidding purposes only and
These drawings do not contain the requirements for
are not to be used as Construction drawings
job safety. All provisions for safety shall be the sole
unless initialed and dated as approved for
responsibility of the contractor.
Construction below by the Engineer.
EXISTING CONDITIONS:
Approved for Construction:
The contractor shall be responsible for reviewing all
Date:
existing job conditions. Any adverse existing conditions
1-1
Y
affecting work shown on these drawings shall be
,--" ® TI�1O1 IVoaL E 0
I
brought to the attention of the engineer for possible
gpUNDARY DESCRIPTION SHOWN
clarification or reconciliation.
I
IS NOT FOR RECORDATION.
ADA AND LEGAL DISCLAIMER
This document is not represented to comply with all
RECORD DRAWINGS
requirements contained in the ADA or other laws.
These drawings
s are believed to be a correct
Engineers are not licensed to interpret laws or give
g p g
representation of actual field conditions but
P
advice concerning laws, the owner should have this
are not warranted as such.
document reviewed by his attorney to determine
legal compliance.
By: Date:
F ■
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BEFORE
- -BEFORE YOU DIG,
CALL
J
NORTH CAROLINA
ONE -CALL CENTER
www.ncocc.arg
SCALE IN FEET
11
4 100 200 250 300 350 400
H
17-029
D-0000
GE -3A
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1
IIIIIIIIIIIIIIIIIIIIIIS
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Q
I
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• - -r, .: - - - - f r i - I• r 'n, r. - : + r i s h km 'h ,r r.••. -
C ,'.,c" = �•erse dr:�•.v nr� hl::�e t;eF_n F;ren:ared :a' �r•,�,Irunierits n '�er�I::[, or ., pn t c-P� .� ,lie or bullc�I .� �rrp [,ter-�rr�ent c�-Ic. re rin r _. the property n the Engineer car use under his slaper�lsl�n- o rEprnd�_�.tl..� c:r of [,r use I'; c�llnr:�ci wlthn;:[
SOON
A B V C D
GRADING SECTIONS
NOTES
1. SEE GETECHNICAL REPORT AND SITE PLAN FOR ROAD
AND SUBGRADE SECTION.
2. U.N.O. = UNLESS NOTED OTHERWISE ON GRADING PLAN
S t' -
Z ROAD WIDTH SHOULDER DITCH BANK 4' DITCH BANK
rr r` (VARIES) (8'-0"] (VARIES) U.N.O. , (VARIES)
7
rr G.5 101.10
U5-
99.99
104- DO NOT DISTURB' 1 0 LF
EX. WETLANDS or 24°
193- BUFFERS UNTIL 100.60 _ _ ``,
��♦ PERMIT IS IN HAND
102- I 1 I
I \ , I
f 1,
_ + 10
_ r• 98.10 ♦♦ 600 0'4 ° .•' (1
. I `N
I
120 LF 36" 0 0.3%
♦ -- 1 j0_
♦
_ 1 �
r I
� I /
r
I
r1.. r... ............................... .--....-.--..
I
r- -
'1
'
Al
P
P
!!
i r , I 1
,1 1
-----
- 1 /--
rrr �� r / / /+/ /� t♦ ♦\1 ♦` ' L - -�-_
I N.
-_I 1
! 1 L
I 1
Awk-
N.
N.
1 1
■, � �. ; I ! ! yt = - f /il / /-� --``' --- 11 , 1 1 1�. -,. _ N.
\ 1 1
`;' � , } I 1-_� .`- - ■ rrr rr - - ~♦ , I 1 1 1 ' �. ' i 1
i 4 1 �tirr �rI�N.'r i' -`♦ '1 1 1 ♦ �� ,. i , 1
■ r r r
I _
I
` I i i r1 ■ II /r/ . ' _ ♦, '1 r r ! *` 1` `-- --- _ - N.
iN.
I , i -- tr r' II / f ■ 1 1 I ■ `ti �� �. �_ �� �� ' 11 1N.
1 1 � r �� r I I 1 � 1 1 � � ` �� `� 1 1 Il � ♦ -
a
0
` 2.087.
{1/4'p PER FT.)
12
u ASPH� 1111i Ii I I- I (U.N.O.)
�I l l=1 -I I 1-1 [-I
CABG
4
(U. N, O.)
II
TYPICAL ROAD SECTION �� I a.a%
X10D NOT To SCALE II III=1 II II11 7111'I''
II III- -
DRAINAGE NOTES
Last Revised 213118
1. Contractor to only install drainage items required for Phase I. Phase II storm drainage (preliminary) is shown in grey for reference only. These plans are for bidding purposes only and NOT
FOR CONSTRUCTION unless signed sealed by the Engineer.
2. Ponds shown are approximately sized to meet NCDEQ wet pond requirements, but design is preliminary and subject to change based on final impervious areas, grading, Triangle site
engineer,Ineer BMP selection (wet pond or stormwater wetland), etc. No wet pond plantings are proposed at this time.
3. REINFORCED CONCRETE CULVERT PIPE shall meet the requirements of AAS HTO M170 and ASTM C76; minimum of Class III Wall, except in the rail spur fill slopes. Concrete pipe joints
3 shall be tongue and groove type with flexible sealant unless otherwise specified. RCP and bedding shall conform to the requirements of applicable sections of the latest revision of the NCDOT
Standard Specifications for Roads and Structures, latest revision.
4. DRAINAGE UNDER PROPOSED RAIL SPUR SLOPES:
a. Pipes and culverts shall conform to current AREMA Recommendations and ASTM Specifications. All such structures shall be designed to carry Cooper's E-80 loading with diesel impact.
b. REINFORCED CONCRETE PIPE under rail spur slopes shall be ASTM C-76, Class V, with tongue and groove with RAM -NEIL type flexible gasket meeting the current ASTM designation
C-76 or as specified.
5. Unless otherwise shown: all drainage pipes are to have 0.3% slope. Culverts 18" to 36" shall have flared end sections per NCDOT 310.03 (similar), unless plans specify a concrete headwall
per NCDOT 838.01 (or NCDOT 838.39 for 72").
1
A ■ B ■ C
5 3/4"
6"
4"
z
a
I
N
12'-d'
C�
(X10
1 TYPICAL BUILDING SECTION � N.G.
NOT 70 SCALE
IVI1N. IVI IPV.
12'-0"
5 3/4'•# (RAIL HT-)
6" (6x8 TIE)
6" (MIN BALLAST UNDER TIE)
4'p (COMPACTED SUBBALLAST
I
6' O„
MIN, MIN.
�r
r�/
4'- 9..
TOP RAIL 103-85��-
I
5'- 3"
V I 103.00
--- - 8 1 3,.
� 1 T
\ \ 102.46
1 a1.so
-III-111- 902.04 i=III- WALKWAY -�
1=1 I I= I 2% SUBGRADE f -I 11-i 6.32' -1 i -I
IE
I[
=1 � I-
X 1 TYPICAL RAIL SECTION SITE
NOT TO SCALE VERIFY WITH CSX STANDARDS I I
SHOULDER DITCH BANK DITCH BANK
(8' I (6'-0") I (VARIES)
12
� 1
=iI I
„�,�EMPLOYEE ACCESS ROAD SECTION
■ v �JNOT TO SCALE
irt:[el�l�ml�
I= 13'-0" _ (8,-01.)
' 2- 08%
V1a5.83 (1/105.56 T}
r ,2
� 1
SHOULDER DITCH BANK 4'
PAVEMENT I (8'-0") I (VARIES) U -N -O.
VARIES
SEEGRPLArV 12
� 1
5
15
(U.N.O.)
117-
ASPHALT - ' I._..- � 1111-'
CABC
�
=-II-liIIIII ,I'
X1111 NORTH OF EMPLOYEE PARKING SECTION
NOT TO SCALE
I 4 4
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ASPHALT 1 - �� I1 -III 1 17 -III-11 104.89
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(104.39 C/L DITCH TO
103.39 CB/DI TOP)
X 1 TYPICAL SECTION BETWEEN
BUILDINGS 201-203 AND 301-303
NOT TO SCALE
14'-0"
i
FIFE 107.5
BLDG.
-FOUNDATION-
+ -I I -k 1 ! 3
1 III _. _,-1 1-1 - J=[ -=
-1 1 1 1 11 � �i _ _=I11111111I� I I
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ELEV. 86
� TYPICAL SECTION at POND 1A BATCH ex.
XIV7
NOT TO SCALE -
CONSTRUCTION SAFETY
ROAD WIDTH
These drawings do not contain the requirements for
(13'-0")
Cc,
a
CABC
responsibility of the contractor.
0
N
Approved for Construction:
'
2.08%
existing job conditions. Any adverse existing conditions
{1/T)
U�
brought to the attention of the engineer for possible
4'- 9..
TOP RAIL 103-85��-
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5'- 3"
V I 103.00
--- - 8 1 3,.
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1=1 I I= I 2% SUBGRADE f -I 11-i 6.32' -1 i -I
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NOT TO SCALE VERIFY WITH CSX STANDARDS I I
SHOULDER DITCH BANK DITCH BANK
(8' I (6'-0") I (VARIES)
12
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„�,�EMPLOYEE ACCESS ROAD SECTION
■ v �JNOT TO SCALE
irt:[el�l�ml�
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SHOULDER DITCH BANK 4'
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ASPHALT 1 - �� I1 -III 1 17 -III-11 104.89
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(104.39 C/L DITCH TO
103.39 CB/DI TOP)
X 1 TYPICAL SECTION BETWEEN
BUILDINGS 201-203 AND 301-303
NOT TO SCALE
14'-0"
i
FIFE 107.5
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-FOUNDATION-
+ -I I -k 1 ! 3
1 III _. _,-1 1-1 - J=[ -=
-1 1 1 1 11 � �i _ _=I11111111I� I I
;I l i ` 11 1 11 Til 111 T1 lil
ELEV. 86
� TYPICAL SECTION at POND 1A BATCH ex.
XIV7
NOT TO SCALE -
CONSTRUCTION SAFETY
These plans are for bidding purposes only and
These drawings do not contain the requirements for
ASPHALT
job safety. All provisions for safety shall be the sole
CABC
responsibility of the contractor.
Construction below by the Engineer.
N
Approved for Construction:
4'- 9..
TOP RAIL 103-85��-
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5'- 3"
V I 103.00
--- - 8 1 3,.
� 1 T
\ \ 102.46
1 a1.so
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1=1 I I= I 2% SUBGRADE f -I 11-i 6.32' -1 i -I
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(8' I (6'-0") I (VARIES)
12
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„�,�EMPLOYEE ACCESS ROAD SECTION
■ v �JNOT TO SCALE
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(U.N.O.)
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NOT TO SCALE
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ASPHALT 1 - �� I1 -III 1 17 -III-11 104.89
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VARIES
(104.39 C/L DITCH TO
103.39 CB/DI TOP)
X 1 TYPICAL SECTION BETWEEN
BUILDINGS 201-203 AND 301-303
NOT TO SCALE
14'-0"
i
FIFE 107.5
BLDG.
-FOUNDATION-
+ -I I -k 1 ! 3
1 III _. _,-1 1-1 - J=[ -=
-1 1 1 1 11 � �i _ _=I11111111I� I I
;I l i ` 11 1 11 Til 111 T1 lil
ELEV. 86
� TYPICAL SECTION at POND 1A BATCH ex.
XIV7
NOT TO SCALE -
CONSTRUCTION SAFETY
These plans are for bidding purposes only and
These drawings do not contain the requirements for
are not to be used as Construction drawings
job safety. All provisions for safety shall be the sole
unless initialed and dated as approved for
responsibility of the contractor.
Construction below by the Engineer.
EXISTING CONDMONS:
Approved for Construction:
The contractor shall be responsible for reviewing all
Dale:
existing job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be
brought to the attention of the engineer for possible
BOUNDARY DESCRIPTION SHOWN
clarification or reconciliation.
IS NOT FOR RECORDATION.
ADA AND LEGAL DISCLAIMER
This document is not represented to comply with all
RECORD DRAWINGS-
requirements contained in the ADA or other laws.
These drawings are believed to be a correct
Engineers are not licensed to interpret laws or give
representation of actual field conditions but
advice concerning laws, the owner should have this
are not warranted as such.
document reviewed by his attorney to determine
legal compliance_
By: Date.
■ D
■
BEFORE YOU DIG,
CALL
i
NORTH CAROLINA
GINE-CALL CENTER
www.ncocc.org
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`1 �s " CIVIL, MUNICIPAL &
��'� STRUCTURAL ENGINEERS
BLN = C0562
220 Bryant St.
Rocky Mount, N.C. 27804
-- ---- �' rD Phone: [phone]
1--=�-���� •� � 1.40 LF 24" } 1
www.appianengineers.com
103 � - •, \� � , __ admin0appianengineers.com
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# REQUIRED CULVERTS FOR PHASE 1
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0 100 200 250 300 350 40
G ■
Prepared for:
CAROLINAS GATEWAY
PARTNERSHIP
427 Falls Rd. 1 Rocky Mount, N.C. 27804
Phone: [phone](800) 550-6151
Web: hitp://www.econdev.org
Email: [e-mail]
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lo
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17-029
D-0000
CE -3B