20221617 Ver 2_Eastfield RAI SAW-2017-00326 Oct202023_20231030

2401 Brentwood Rd, Suite 107
Raleigh, NC 27604
P [phone]
Terracon.com

October 20, 2023

Department of The Army
Wilmington District, Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403 -1343

Attn: Matthew K. Martin, Regulatory Specialist
Re: Action ID SAW-2017-00326

Dear Matthew:
The Eastfield team is submitting this letter in response to the RFIA requested your letter dated
September 16, 2023 to Mr. Kevin Dougherty of Eastfield Associates, LCC. Our team consists
of the developer, Eastfield Associates, The project Civil Engineer, Gateway Engineers,
Terracon as the lead environmental consultant and Modulus the supporting environmental
consultant. The purpose of this correspondence is to provide a r esponse for each comment
and provide supporting documentation. The comments from your letter have been reiterated
below in italics, immediately followed by the team’s response.

A. Permits for work within wetlands or other special aquatic sites are avail able only if the
proposed work is the least environmentally damaging, practicable alternative (LEDPA). Please
furnish information regarding any other alternatives, including upland alternatives, to the
work for which you have applied and provide justification that your selected plan is the least
damaging to water or wetland areas.

The Eastfield Project has been the subject to ongoing planning and site design since
2007 and has been reviewed by USACE and NCDWR under several permit action
submittals, including issuance of JD documents and Section 404/401 approval to
construct a portion of Providence Boulevard as well as approval to install water and
sewer infrastructure to serve Block M. Most of the work applied for in this current
application is associated with roadway infrastructure, much of which is being required
by NCDOT to improve the intersection at US 70A and US 70. The roadways have been
designed to avoid and minimize impacts as demonstrated on the site plans currently
under review. The overall siting of mixed-use facilities has been carefully planned
within the Eastfield site to avoid impacts to aquatic resources. The impacts proposed
are not designed to create more developable space but are dictated by transportation
and utility connectivity of the site as required by NCDOT and local jurisdictions.

B. It is necessary for you to have taken all appropriate and practicable steps to minimize
losses of Waters of the U.S., including wetlands. Please indicate all that you have done,

2
especially regarding development and modification of plans and proposed construction
techniques, to minimize adverse impacts.

Please see responses in items 3 -8 below

C. The MOA requires that appropriate and practicable mitigation will be required for all
unavoidable adverse impacts remaining after the applicant has employed all appropriate and
practicable minimization. Please indicate your plan to mitigate for the projected, unavoidable
loss of waters or wetlands or provide information as to the absence of any such a ppropriate
and practicable measures.

Please see response in item 2 below

1.) It is unclear, based on the information provided, that the Preferred Alternative is the
LEDPA when compared to the other alternatives.

a.) Siting Criteria- Please provide more defined siting criteria for the project. Currently the
siting criteria does not indicate a required lot size or location. For example, were locations
adjacent to major transportation corridors the siting criteria for the preferred alternative or
was siting focused on the general Selma area.

The idea for Eastfield included a 3.0 million sq. ft. master planned, mixed -use
development comprising a business park, retail, medical, professional space,
hospitality, entertainment, senior living as well as single- and multi-family residences,
ideally situated on 400 +/- acres of contiguous land.

As reported by the Johnston County Economic Development Board, Johnston County
is the fastest growing county in NC, with over 205,000 current residents and is growing
at a pace of 10,000 residents per year. This growth has created a need for this type
of facility in Johnston County.

Unlike many small towns in North Carolina, Selma is in a growing and relatively
prosperous county and is connected to the economic opportunity of the Research
Triangle Region. However, the same transportation infrastructure t hat benefits the
town also means that residents have choices and can travel outside Selma for shopping
and services. Selma has often seen itself as the outlier of Johnston County. Therefore,
the Selma area was chosen for the siting for Eastfield to meet th e needs of the local
community and economic development goals of Johnston County.

Considering the planned mixed -use development of Eastfield, the ideal siting required
nearby connections to both major transportation corridors and rail access. Based on
these acreage and transportation requirements, the current location became the
Preferred Alternative.

3
b.) Onsite Alternative – Please provide an onsite alternative for the project. Currently, the
applicant has chosen not to provide an onsite alternative, sta ting it would not meet the stated
purpose and need. Onsite alternatives are required under 404(b)(1); 40 CFR 230.94(c)(3). If
cost is the basis for this alternative not being practicable, please provide the cost -benefit
analysis to support the Corps decisi on.

The entirety of the Eastfield Development has been designed to avoid impacts to the
extent possible, while also balancing the connectivity of the developable space of the
project. The proposed development in Block O has been redesigned as an on -site
alternative to minimize impacts to jurisdictional features in this area. The impacts
proposed are not designed to create more developable space but are dictated by
transportation and utility connectivity of the site as required by NCDOT and local
jurisdictions.

c.) Offsite Alternative “Selma Site” –- Please provide additional information to support the
decision that this alternative is not practicable or more environmentally damaging. It is stated
in your application that this alternative does not meet the basic purpose and need of the
proposed project, therefore it is not a practicable alternative. In order to be practicable, an
alternative must be available, achieve the overall project purpose (as defined by the Corps)
and be feasible when considering cost, logistics and existing technology. Additionally, for
proposed alternatives a description of the proposed actions impacts on wetlands and waters
in a manner that is comparable to the preferred alternative.

The Selma Site was evaluated as a potentia l alternative; however, the overall size and
configuration of the site does not lend itself to be a potential LEDPA based on the
extent of the potential wetlands on the site. Limited road frontage, compared to the
preferred site, limits the area that would be utilized for retail uses. To utilize the site
fully, potential wetland impacts could exceed 20 acres based on presence of the large
wetland system crossing the middle of the site. Avoiding this large wetland area would
result in insufficient area to develop that would not meet the applicant’s purpose and
need for a mixed-use development. Additionally, ingress and egress points would be
severely limited as the main road frontage is against I -95 causing severe limitations
to provide adequate access to the site through areas are not available to the applicant.

d.) Offsite Alternative “RRT Investment Site" – Please provide additional information to
support the decision that this alternative is not practicable or more environmentally
damaging. It is stated in your application that this alternative does not meet the basic purpose
and need of the proposed project, therefore it is not a practicable alternative. In order to be
practicable, an alternative must be available, achieve the overall project purpos e (as defined
by the Corps) and be feasible when considering cost, logistics and existing technology.
Additionally, for proposed alternatives a description of the proposed actions impacts on
wetlands and waters in a manner that is comparable to the preferr ed alternative.

The RRT Site comprises 110-acres and is in Pine Level. The site is located adjacent
primarily to secondary roads which would not provide for the type of access that a

4
large mixed-use site, as proposed by the applicant, would require. T he site is
approximately 2 miles from I -95, which is one of the main criteria used to select the
Eastfield site. Although our assessment does suggest than the RRT Site does not
appear to contain significant amounts of wetlands and streams and impacts may b e
less than the preferred site, the overall size of the site does not meet the applicant’s
purpose and need. The surrounding land use is primarily agriculture and single -family
homes and the RRT site does not currently have the type of zoning necessary for a
mixed-use development as being proposed at the Eastfield site.

2.) It is unclear, based on the information provided, what mitigation is provided. Please
include a mitigation statement, and compensatory mitigation plan that identifies intended
mitigation mechanism and proposed mitigation ratios.

The applicant has secured Statements of Availability from a private mitigation bank as
well as from NCDMS. Currently these SOAs suggest that wetland mitigation credits to
cover up to 3.56 acres of wetland impact can be secured. This 3.56-acre amount of
impact was presented in initial application prior to the impact reductions detailed in
this submittal. Additional avoidance and minimization measures have been taken by
the project team and total wetland impact s proposed are now 3.031 acres. The
applicant is assuming the standard 2:1 wetland mitigation ratio for the remaining
project impacts. Stream impacts in Block E have been added to the proposed action
and total 0.123 acre of stream bed disturbance. Terrac on will secure an SOA to
address the required stream mitigation and will forward that to you under separate
cover. Please refer to the overall impact drawing for total site impacts.

3.) During a site visit on September 12, 2023, changes occurred to the ex tent of aquatic
resources present at the preferred alternative site. Specifically, a feature in Block O was
removed and a potential stream feature in Block E was added. Please revise plans and impact
quantities to reflect the changes during the site visit.

The feature in Block O that was originally deemed a tributary was determined to be a
non-JD ditch during this site visit and it has been removed from the plans. The feature
identified in Block E has been added to the plans and the site design has been
reconfigured to take this feature into account as a jurisdictional tributary with a 50 -
foot buffer. This tributary is proposed to be impacted with two necessary road
crossings to allow for adequate access throughout Block E. These proposed impacts
are defined as follows:0.123 acres (5,458 SF) of stream impacts for the two proposed
road crossings and stormwater pond outfalls. Stream Impact G (0.078 acres total)
includes 0.062 acres of impacts from the construction of West Providence Boulevard.
These impacts occurred prior to the September 12, 2023 site meeting where the
feature was determined to be jurisdictional. The proposed stream crossing at the
southern entrance (Impact G) will re -establish the original stream alignment. Please
refer to the Block E Stre am Impact Exhibit for additional information and the table
below for Block E.

5

4). It appears proposed impact 4 could result in an additional 2.32 acres of indirect impacts
to a wetland at parcel K by a loss of hydrologic connection to downgradient water s. Please
further detail if/how a hydrologic connection will remain to aquatic resources upgradient of
impact 4.

The applicant is proposing to install piping to allow for continued hydrologic connection
to the wetland located at the Impact 4 site. Refer to sheet C821 from the highway
improvement plans which shows the proposed 18” RCP near the intersection of
Providence Boulevard and West Blanche Road.

5.) It appears proposed impact 8A appears to have less impactful alternatives to the east
and west. Please elaborate on why the road must enter at the proposed location resulting in
impact 8A or if plans could be modified to further avoid and minimize impacts.

Impact 8A is required to mitigate existing traffic issues per the Traffic Assessment
Letter (TAL) dated 9-23-20 prepared by Ramey Kemp and approved by NCDOT. Impact
8A is associated with the reconfiguration of the connection of US70 and U70A. and the
location was strategically selected to provide the required capacity improve a falling
intersection to adequacy based upon required Highway design standards and it
represented the minimum impact to environmental resources. The traffic study
referenced above was provided in the previous submittal.

6.) It is unclear, based on the information provided, the purpose of proposed impact 15.
Please elaborate on the intended use and necessity of impact 15.

The layout of Project Clear has been revised to minimize the impacts of the linear
wetland. The original 0.567 acre of impact (Impact 15) has been eliminated after the
re-design. A road crossing that will utilize and existing culverted crossing originating
from past agricultural activities will be utilized to cross the wetland. The existing
culvert will be extended to maintain connectiv ity between east and west below the

6
widened road. This road crossing (Impact 15) will incur 0.027 acre of impact to the
wet ditch. Please refer to the Impact 15 drawing.

7.) It is unclear based on the provided “Eastfield Masterplan” the intent of the stu b road south
of proposed impact 15. Please elaborate if this proposed stub road would result in future
impacts.

The plans have been revised to extend the stub road and account for future impacts.
The stub road will be used for future access to the 14 -acre parcel to the north.

8.) In a previous application, submitted on November 4, 2022, impacts related to several
residential developments were presented in Blocks I and J. Is it correct that these
developments have been removed from the proposed projec t?

The residential portion of the Eastfield project has been removed from the project.

9.) In order to verify compliance with Endangered Species Act of 1973 and 40 CFR
230.10(b)(3), the Corps has initiated informal consultation with The US Fish and Wi ldlife
Service and will not be able to render a decision until ESA Section 7 consultation is Complete.

Understood

10.) It appears that an Individual 401 Water Quality Certification (WQC) is required from the
North Carolina Division of Water Resources (NC DWR) for this project. Per the 2020 CWA
Section 401 Rule, the application must contain the 9 elements listed in Section 121.5(b) of
the Rule. According to the 9/16/2022, Programmatic Agreement (PA) between the USACE,
Wilmington District, and the NCDWR, the Reasonable Period of Time (RPOT) for NCDWR to
act on a Section 401 certification request is 120 days after receipt of a certification request
containing the 9 required elements. However, it appears that element 4 is not met; as such,
NCDWR’s RPOT has not started yet. See item 3 above.

Understood

11.) Please note that additional comments and questions may be required after review of the
responses to the comments above.

Understood

Sincerely,
Terracon Consultants, Inc

Jeff Harbour, PWS
Senior Scientist

Cc: Sue Homewood, NCDEQ Division of Water Resources

7
Kevin Dougherty, Eastfield Associates
Mark McDonald, Eastfield Associates
Matt Phillips, Eastfield Associates
Aric Geda, Modulus
Daniel S. Deiseroth, P.E. The Gateway Engineers
Josh Scanlon, P.E., The Gateway Engineers
Ryan Enoch, P.E., The Gateway Engineers

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203
Neuse Stream and Wetland Credits Statement of Availability

August 28, 2023

Eastfield Associates, LLC
Attn: Kevin Dougherty
101 S. Radford Street
Selma, NC 27576

RE: Availability of Stream and Riparian Wetland Credits for the “Eastfield Development” project
Bank Name: Falling Creek Umbrella Mitigation Bank
Bank Sites: McClenny Acres II Mitigation Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID No.: SAW-2017-00552
Permittee: Eastfield Associates, LLC
Riparian Wetland Credits Needed: 3.56 acres
Riparian Wetland Credits Available: 1.01 acres
Neuse 03020201 River Basin

Dear Mr. Dougherty,
Wildlands Holdings III, LLC, owned and operated by Wildlands Engineering, Inc., currently has sufficient stream
and riparian wetland credits from the Falling Creek Umbrella Mitigation Bank: McClenny Acres II Mitigation
Site to partially satisfy the stream and/or wetland mitigation requirements related to the above-mentioned
project. The project is located within the Neuse River Basin of the service area (HUC 03020201) of the Bank.
This letter is simply a statement of availability of credits as of the date written. It is neither a guarantee of
future credit availability, nor a guarantee of credit pricing. Credits are sold on a first come, first serve basis at
the Bank’s price at the time an invoice is requested. Invoices reserve both the credits and the price for a period
of 30 days. Credits and associated pricing may be reserved for up to 6 months with a signed reservation
agreement and a 10% deposit.
Final transfer of the credits will be made upon receipt of a copy of the US Army Corps of Engineers
Compensatory Mitigation Responsibility Transfer Form approving the Stream and/or wetland mitigation
purchase from the Bank and upon receipt of your payment to Wildlands Holdings III, LLC.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at (704) 332-
7754 x114 or [e-mail] if you have any questions or need any additional information.

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203

Sincerely,

Camden M. Brunick
Wildlands Engineering, Inc.
Mitigation Credit Sales
[e-mail]
O: [phone] ext. 114
M: [phone]

Cc: Mr. Chris Hopper, Regulatory Agent | USACE
Mr. Robert Turnbull, Department Manager | Terracon

August 28, 2023
Kevin Dougherty
Eastfield Associates, LLC
101 S. Raiford St
Selma, NC 27576 Expiration of Acceptance: 2/28/2024
Project: Eastfield County: Johnston
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in-
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant’s responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in-lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies, dependent on bank
credit availability and may exceed the impact amounts shown below.
River Basin Impact Location
(8-digit HUC) Impact Type Impact Quantity
Neuse 03020201 Riparian Wetland up to 3.56
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In-Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in-lieu fee mitigation program. If you have any questions or need
additional information, please contact [e-mail].
Sincerely,
FOR James. B Stanfill
Deputy Director
cc: Jeff Harbour, agent
105'
R
72
'
R
106
.
2
'
R
117.2'R
2'
R
4'
R
105'
R
72
'
R
106
.
2
'
R
117.2'R
2'
R
4'
R
105'
R
72
'
R
106
.
2
'
R
117.2'R
2'
R
4'
R
12'
12'
28
0
'
R
4.5'R
28
0
'
R
4.5'R
7
118
110
4.5'R
25
'

R
E
A
R

S
E
T
B
A
C
K
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
105'
R
72
'
R
106
.
2
'
R
117.2'R
2'
R
4'
R
105'
R
72
'
R
106
.
2
'
R
117.2'R
2'
R
4'
R
105'
R
72
'
R
106
.
2
'
R
117.2'R
2'
R
4'
R
12'
12'
28
0
'
R
4.5'R
28
0
'
R
4.5'R
7
118
110
4.5'R
25
'

R
E
A
R

S
E
T
B
A
C
K
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
SHED
BUILDING
1 STORY
MOBILEHOME
CARPORT
CINDERBLOCKSHED
CINDERBLOCKSHED
DELAPIDATEDWOOD FRAMEBUILDING
EXISITINGPOND
EXISITINGPOND
DELAPIDATEDWOOD FRAMEBUILDING
EXISTI
N
G
POND
BRICK
STRUCTURE
WOOD SHED
WELL SHED
20'
S
I
G
N

S
E
T
B
A
C
K
WETLAND
LIMITS
WETLAND
LIMITS
WETLAND
AREA
687,436
SF
OR
15.781
AC
WETLAND
LIMITS
WETLAND
AREA
687,436
SF
OR
15.781 AC
EX. WE
T
L
A
N
D

A
R
E
A
453 SF

O
R

0
.
0
1
0

A
C
EX. WETLAND AREA
16,788 SF OR 0.385 AC
12,593 SF OR 0.289 ACTO REMAIN
EX. WETLAND AREA23,022 SF OR 0.529 AC6,131SF OR 0.141 ACTO REMAIN
EX. WETLAND AREA
3,887 SF OR 0.089 AC
261 SF OR 0.083 AC
TO REMAIN
EX. WETLAND AREA465,276 SF OR 10.681 AC418,008 SF OR 9.596 ACTO REMAIN
EX
.

W
E
T
L
A
N
D

A
R
E
A
23
6
,
6
0
1

S
F

O
R

5
.
4
3
1

A
C
21
7
,
7
2
7

S
F

O
R

4
.
9
9
8

A
C
TO

R
E
M
A
I
N
EX. WETLAND AREA687,436 SF OR 15,781 AC654,029 SF OR 15.014 ACTO REMAIN
EX WETLAND AREA3,408 SF OR 0.078 AC616 SF OR 0.014 AC TO BEIMPACTED
EX WE
T
L
A
N
D

A
R
E
A
3,408
S
F

O
R

0
.
0
7
8
AC
2,792

S
F

O
R

0
.
0
6
4
AC TO

R
E
M
A
I
N
EX
.

W
E
T
L
A
N
D

A
R
E
A
23
6
,
6
0
1

S
F

O
R

5
.
4
3
1

A
C
21
7
,
7
2
7

S
F

O
R

4
.
9
9
8

A
C
TO

R
E
M
A
I
N
EXISTING WETLAND AREA3,408 SF OR 0.078 AC
EXISTING SANITARY FORCEMAIN (FROM BOHLER FILES)
EXISTI
N
G

W
A
T
E
R
L
I
N
E
(FROM B
O
H
L
E
R

F
I
L
E
S
)
EXISTI
N
G

W
A
T
E
R
L
I
N
E
(FROM B
O
H
L
E
R

F
I
L
E
S
)
SHED
BUILDING
1 STORY
MOBILEHOME
CARPORT
CINDERBLOCKSHED
CINDERBLOCKSHED
DELAPIDATEDWOOD FRAMEBUILDING
EXISITINGPOND
EXISITINGPOND
DELAPIDATEDWOOD FRAMEBUILDING
EXISTI
N
G
POND
BRICK
STRUCTURE
WOOD SHED
WELL SHED
20'
S
I
G
N

S
E
T
B
A
C
K
WETLAND
LIMITS
WETLAND
LIMITS
WETLAND
AREA
687,436
SF
OR
15.781
AC
WETLAND
LIMITS
WETLAND
AREA
687,436
SF
OR
15.781 AC
EX. WE
T
L
A
N
D

A
R
E
A
453 SF

O
R

0
.
0
1
0

A
C
EX. WETLAND AREA
16,788 SF OR 0.385 AC
12,593 SF OR 0.289 ACTO REMAIN
EX. WETLAND AREA23,022 SF OR 0.529 AC6,131SF OR 0.141 ACTO REMAIN
EX. WETLAND AREA
3,887 SF OR 0.089 AC
261 SF OR 0.083 AC
TO REMAIN
EX. WETLAND AREA465,276 SF OR 10.681 AC418,008 SF OR 9.596 ACTO REMAIN
EX
.

W
E
T
L
A
N
D

A
R
E
A
23
6
,
6
0
1

S
F

O
R

5
.
4
3
1

A
C
21
7
,
7
2
7

S
F

O
R

4
.
9
9
8

A
C
TO

R
E
M
A
I
N
EX. WETLAND AREA687,436 SF OR 15,781 AC654,029 SF OR 15.014 ACTO REMAIN
EX WETLAND AREA3,408 SF OR 0.078 AC616 SF OR 0.014 AC TO BEIMPACTED
EX WE
T
L
A
N
D

A
R
E
A
3,408
S
F

O
R

0
.
0
7
8
AC
2,792

S
F

O
R

0
.
0
6
4
AC TO

R
E
M
A
I
N
EX
.

W
E
T
L
A
N
D

A
R
E
A
23
6
,
6
0
1

S
F

O
R

5
.
4
3
1

A
C
21
7
,
7
2
7

S
F

O
R

4
.
9
9
8

A
C
TO

R
E
M
A
I
N
EXISTING WETLAND AREA3,408 SF OR 0.078 AC
EXISTING SANITARY FORCEMAIN (FROM BOHLER FILES)
EXISTI
N
G

W
A
T
E
R
L
I
N
E
(FROM B
O
H
L
E
R

F
I
L
E
S
)
EXISTI
N
G

W
A
T
E
R
L
I
N
E
(FROM B
O
H
L
E
R

F
I
L
E
S
)
SHED
BUILDING
1 STORY
MOBILEHOME
CARPORT
CINDERBLOCKSHED
CINDERBLOCKSHED
DELAPIDATEDWOOD FRAMEBUILDING
EXISITINGPOND
EXISITINGPOND
DELAPIDATEDWOOD FRAMEBUILDING
EXISTI
N
G
POND
BRICK
STRUCTURE
WOOD SHED
WELL SHED
20'
S
I
G
N

S
E
T
B
A
C
K
WETLAND
LIMITS
WETLAND
LIMITS
WETLAND
AREA
687,436
SF
OR
15.781
AC
WETLAND
LIMITS
WETLAND
AREA
687,436
SF
OR
15.781 AC
EX. WE
T
L
A
N
D

A
R
E
A
453 SF

O
R

0
.
0
1
0

A
C
EX. WETLAND AREA
16,788 SF OR 0.385 AC
12,593 SF OR 0.289 ACTO REMAIN
EX. WETLAND AREA23,022 SF OR 0.529 AC6,131SF OR 0.141 ACTO REMAIN
EX. WETLAND AREA
3,887 SF OR 0.089 AC
261 SF OR 0.083 AC
TO REMAIN
EX. WETLAND AREA465,276 SF OR 10.681 AC418,008 SF OR 9.596 ACTO REMAIN
EX
.

W
E
T
L
A
N
D

A
R
E
A
23
6
,
6
0
1

S
F

O
R

5
.
4
3
1

A
C
21
7
,
7
2
7

S
F

O
R

4
.
9
9
8

A
C
TO

R
E
M
A
I
N
EX. WETLAND AREA687,436 SF OR 15,781 AC654,029 SF OR 15.014 ACTO REMAIN
EX WETLAND AREA3,408 SF OR 0.078 AC616 SF OR 0.014 AC TO BEIMPACTED
EX WE
T
L
A
N
D

A
R
E
A
3,408
S
F

O
R

0
.
0
7
8
AC
2,792

S
F

O
R

0
.
0
6
4
AC TO

R
E
M
A
I
N
EX
.

W
E
T
L
A
N
D

A
R
E
A
23
6
,
6
0
1

S
F

O
R

5
.
4
3
1

A
C
21
7
,
7
2
7

S
F

O
R

4
.
9
9
8

A
C
TO

R
E
M
A
I
N
EXISTING WETLAND AREA3,408 SF OR 0.078 AC
EXISTING SANITARY FORCEMAIN (FROM BOHLER FILES)
EXISTI
N
G

W
A
T
E
R
L
I
N
E
(FROM B
O
H
L
E
R

F
I
L
E
S
)
EXISTI
N
G

W
A
T
E
R
L
I
N
E
(FROM B
O
H
L
E
R

F
I
L
E
S
)
SHED
BUILDING
1 STORY
MOBILEHOME
CARPORT
CINDERBLOCKSHED
CINDERBLOCKSHED
DELAPIDATEDWOOD FRAMEBUILDING
EXISITINGPOND
EXISITINGPOND
DELAPIDATEDWOOD FRAMEBUILDING
EXISTI
N
G
POND
BRICK
STRUCTURE
WOOD SHED
WELL SHED
20'
S
I
G
N

S
E
T
B
A
C
K
WETLAND
LIMITS
WETLAND
LIMITS
WETLAND
AREA
687,436
SF
OR
15.781
AC
WETLAND
LIMITS
WETLAND
AREA
687,436
SF
OR
15.781 AC
EX. WE
T
L
A
N
D

A
R
E
A
453 SF

O
R

0
.
0
1
0

A
C
EX. WETLAND AREA
16,788 SF OR 0.385 AC
12,593 SF OR 0.289 ACTO REMAIN
EX. WETLAND AREA23,022 SF OR 0.529 AC6,131SF OR 0.141 ACTO REMAIN
EX. WETLAND AREA
3,887 SF OR 0.089 AC
261 SF OR 0.083 AC
TO REMAIN
EX. WETLAND AREA465,276 SF OR 10.681 AC418,008 SF OR 9.596 ACTO REMAIN
EX
.

W
E
T
L
A
N
D

A
R
E
A
23
6
,
6
0
1

S
F

O
R

5
.
4
3
1

A
C
21
7
,
7
2
7

S
F

O
R

4
.
9
9
8

A
C
TO

R
E
M
A
I
N
EX. WETLAND AREA687,436 SF OR 15,781 AC654,029 SF OR 15.014 ACTO REMAIN
EX WETLAND AREA3,408 SF OR 0.078 AC616 SF OR 0.014 AC TO BEIMPACTED
EX WE
T
L
A
N
D

A
R
E
A
3,408
S
F

O
R

0
.
0
7
8
AC
2,792

S
F

O
R

0
.
0
6
4
AC TO

R
E
M
A
I
N
EX
.

W
E
T
L
A
N
D

A
R
E
A
23
6
,
6
0
1

S
F

O
R

5
.
4
3
1

A
C
21
7
,
7
2
7

S
F

O
R

4
.
9
9
8

A
C
TO

R
E
M
A
I
N
EXISTING WETLAND AREA3,408 SF OR 0.078 AC
EXISTING SANITARY FORCEMAIN (FROM BOHLER FILES)
EXISTI
N
G

W
A
T
E
R
L
I
N
E
(FROM B
O
H
L
E
R

F
I
L
E
S
)
EXISTI
N
G

W
A
T
E
R
L
I
N
E
(FROM B
O
H
L
E
R

F
I
L
E
S
)
SHED
BUILDING
1 STORY
MOBILEHOME
CARPORT
CINDERBLOCKSHED
CINDERBLOCKSHED
DELAPIDATEDWOOD FRAMEBUILDING
EXISITINGPOND
EXISITINGPOND
DELAPIDATEDWOOD FRAMEBUILDING
EXISTI
N
G
POND
BRICK
STRUCTURE
WOOD SHED
WELL SHED
20'
S
I
G
N

S
E
T
B
A
C
K
WETLAND
LIMITS
WETLAND
LIMITS
WETLAND
AREA
687,436
SF
OR
15.781
AC
WETLAND
LIMITS
WETLAND
AREA
687,436
SF
OR
15.781 AC
EX. WE
T
L
A
N
D

A
R
E
A
453 SF

O
R

0
.
0
1
0

A
C
EX. WETLAND AREA
16,788 SF OR 0.385 AC
12,593 SF OR 0.289 ACTO REMAIN
EX. WETLAND AREA23,022 SF OR 0.529 AC6,131SF OR 0.141 ACTO REMAIN
EX. WETLAND AREA
3,887 SF OR 0.089 AC
261 SF OR 0.083 AC
TO REMAIN
EX. WETLAND AREA465,276 SF OR 10.681 AC418,008 SF OR 9.596 ACTO REMAIN
EX
.

W
E
T
L
A
N
D

A
R
E
A
23
6
,
6
0
1

S
F

O
R

5
.
4
3
1

A
C
21
7
,
7
2
7

S
F

O
R

4
.
9
9
8

A
C
TO

R
E
M
A
I
N
EX. WETLAND AREA687,436 SF OR 15,781 AC654,029 SF OR 15.014 ACTO REMAIN
EX WETLAND AREA3,408 SF OR 0.078 AC616 SF OR 0.014 AC TO BEIMPACTED
EX WE
T
L
A
N
D

A
R
E
A
3,408
S
F

O
R

0
.
0
7
8
AC
2,792

S
F

O
R

0
.
0
6
4
AC TO

R
E
M
A
I
N
EX
.

W
E
T
L
A
N
D

A
R
E
A
23
6
,
6
0
1

S
F

O
R

5
.
4
3
1

A
C
21
7
,
7
2
7

S
F

O
R

4
.
9
9
8

A
C
TO

R
E
M
A
I
N
EXISTING WETLAND AREA3,408 SF OR 0.078 AC
EXISTING SANITARY FORCEMAIN (FROM BOHLER FILES)
EXISTI
N
G

W
A
T
E
R
L
I
N
E
(FROM B
O
H
L
E
R

F
I
L
E
S
)
EXISTI
N
G

W
A
T
E
R
L
I
N
E
(FROM B
O
H
L
E
R

F
I
L
E
S
)
sa
n
sa
n
sa
n
sa
n
sa
n
sa
n
sa
n
sa
n
sa
n
MAJO
R

A
N
C
H
O
R

A
148,00
0

S
.
F
.
HOBB
Y
LOBB
Y
55,00
0

S
.
F
.
OLD
NAVY
12,500
S
.
F
.
ULTA
BURLIN
G
T
O
N
25,090

S
.
F
.
MARSH
A
L
L
S
23,00
0

S
.
F
.
FIVE
BELOW
9,486 S.F.
DRES
S
FOR
L
E
S
S
22,000
S
.
F
.
10,150
S
.
F
.
MAJO
R
63,000
S
.
F
.
TENA
N
T

A
174.5 F
F
173.83

F
P
SHOP
6,500 S
.
F
.174.5 F
F
174.5
F
F
174.5 F
F
174.5
F
F
174.5 F
F
174.5 F
F
174.5
F
F
174.5
F
F
STOR
M
WAT
E
R
MAN
A
G
E
M
E
N
T
FACIL
I
T
Y
STOR
M

W
A
T
E
R
MANA
G
E
M
E
N
T
FACIL
I
T
Y
174.5 FF
NCRAILROAD
91
8
'
270'
60
'
60
'
70
'
30'
60'70'
50
'
24
'
40' SETBACK
30' SETBACK
40' SETBACK
40' SETBACK
30
'
50
'
50'
54
'
70'
SHED
BUILDING
1 STORY
MOBILEHOME
CARPORT
CINDERBLOCKSHED
CINDERBLOCKSHED
DELAPIDATEDWOOD FRAMEBUILDING
EXISITINGPOND
EXISITINGPOND
DELAPIDATEDWOOD FRAMEBUILDING
EXISTI
N
G
POND
BRICK
STRUCTURE
WOOD SHED
WELL SHED
20'
S
I
G
N

S
E
T
B
A
C
K
WETLAND
LIMITS
WETLAND
LIMITS
WETLAND
AREA
687,436
SF
OR
15.781
AC
WETLAND
LIMITS
WETLAND
AREA
687,436
SF
OR
15.781 AC
EX. WE
T
L
A
N
D

A
R
E
A
453 SF

O
R

0
.
0
1
0

A
C
EX. WETLAND AREA
16,788 SF OR 0.385 AC
12,593 SF OR 0.289 ACTO REMAIN
EX. WETLAND AREA23,022 SF OR 0.529 AC6,131SF OR 0.141 ACTO REMAIN
EX. WETLAND AREA
3,887 SF OR 0.089 AC
261 SF OR 0.083 AC
TO REMAIN
EX. WETLAND AREA465,276 SF OR 10.681 AC418,008 SF OR 9.596 ACTO REMAIN
EX
.

W
E
T
L
A
N
D

A
R
E
A
23
6
,
6
0
1

S
F

O
R

5
.
4
3
1

A
C
21
7
,
7
2
7

S
F

O
R

4
.
9
9
8

A
C
TO

R
E
M
A
I
N
EX. WETLAND AREA687,436 SF OR 15,781 AC654,029 SF OR 15.014 ACTO REMAIN
EX WETLAND AREA3,408 SF OR 0.078 AC616 SF OR 0.014 AC TO BEIMPACTED
EX WE
T
L
A
N
D

A
R
E
A
3,408
S
F

O
R

0
.
0
7
8
AC
2,792

S
F

O
R

0
.
0
6
4
AC TO

R
E
M
A
I
N
EX
.

W
E
T
L
A
N
D

A
R
E
A
23
6
,
6
0
1

S
F

O
R

5
.
4
3
1

A
C
21
7
,
7
2
7

S
F

O
R

4
.
9
9
8

A
C
TO

R
E
M
A
I
N
EXISTING WETLAND AREA3,408 SF OR 0.078 AC
EXISTING SANITARY FORCEMAIN (FROM BOHLER FILES)
EXISTI
N
G

W
A
T
E
R
L
I
N
E
(FROM B
O
H
L
E
R

F
I
L
E
S
)
EXISTI
N
G

W
A
T
E
R
L
I
N
E
(FROM B
O
H
L
E
R

F
I
L
E
S
)
PROPOSED 8" PE MAIN
U.S.

H
I
G
H
W
A
Y

7
0
-
A
(100
'

R
O
W
)
INTE
R
S
T
A
T
E

9
5
(VAR
I
A
B
L
E

R
O
W
)
FI
R
E
T
O
W
E
R

R
D
(6
0
'

R
O
W
)
PROVIDENCE BLVD.
U
.
S
.

H
I
G
H
W
A
Y

7
0
(
V
A
R
I
A
B
L
E

R
O
W
)
U.S.

H
I
G
H
W
A
Y

7
0
-
A
(60'

R
O
W
)
FI
R
E
T
O
W
E
R

R
D
(6
0
'

R
O
W
)
BLAN
C
H
E

S
T
.
39299,8
0
0

S
.
F
.
TEN
A
N
T

A
MAJO
R
15
'

L
A
N
D
S
C
A
P
E
BU
F
F
E
R
20
'

S
A
N
I
T
A
R
Y
EA
S
E
M
E
N
T
25'
25
'
25
'
P14 - LS-LRG
5,335 S.F.
68 SEATS (Interior)
28 SEATS (Exterior)
90 PARKS
PARCEL = 2.00 AC.
2
5
'
3
5
20
19
16
6
25
'
25'
25'
25
'
7
14
18
'
315'
371'
WEST

P
R
O
V
I
D
E
N
C
E

B
L
V
D
.
WISD
O
M

W
A
Y
(100
'

R
O
W
)
ST

M
A
R
K

A
V
E
EN
D
U
R
A
N
C
E

W
A
Y
TR
I
N
I
T
Y

S
P
R
I
N
G
S

L
N
SHED
BUILDING
1 STORY
MOBILEHOME
CARPORT
CINDERBLOCKSHED
CINDERBLOCKSHED
DELAPIDATEDWOOD FRAMEBUILDING
EXISITINGPOND
EXISITINGPOND
DELAPIDATEDWOOD FRAMEBUILDING
EXISTI
N
G
POND
BRICK
STRUCTURE
WOOD SHED
WELL SHED
20'
S
I
G
N

S
E
T
B
A
C
K
WETLAND
LIMITS
WETLAND
LIMITS
WETLAND
AREA
687,436
SF
OR
15.781
AC
WETLAND
LIMITS
WETLAND
AREA
687,436
SF
OR
15.781 AC
EX. WE
T
L
A
N
D

A
R
E
A
453 SF

O
R

0
.
0
1
0

A
C
EX. WETLAND AREA
16,788 SF OR 0.385 AC
12,593 SF OR 0.289 ACTO REMAIN
EX. WETLAND AREA23,022 SF OR 0.529 AC6,131SF OR 0.141 ACTO REMAIN
EX. WETLAND AREA
3,887 SF OR 0.089 AC
261 SF OR 0.083 AC
TO REMAIN
EX. WETLAND AREA465,276 SF OR 10.681 AC418,008 SF OR 9.596 ACTO REMAIN
EX
.

W
E
T
L
A
N
D

A
R
E
A
23
6
,
6
0
1

S
F

O
R

5
.
4
3
1

A
C
21
7
,
7
2
7

S
F

O
R

4
.
9
9
8

A
C
TO

R
E
M
A
I
N
EX. WETLAND AREA687,436 SF OR 15,781 AC654,029 SF OR 15.014 ACTO REMAIN
EX WETLAND AREA3,408 SF OR 0.078 AC616 SF OR 0.014 AC TO BEIMPACTED
EX WE
T
L
A
N
D

A
R
E
A
3,408
S
F

O
R

0
.
0
7
8
AC
2,792

S
F

O
R

0
.
0
6
4
AC TO

R
E
M
A
I
N
EX
.

W
E
T
L
A
N
D

A
R
E
A
23
6
,
6
0
1

S
F

O
R

5
.
4
3
1

A
C
21
7
,
7
2
7

S
F

O
R

4
.
9
9
8

A
C
TO

R
E
M
A
I
N
EXISTING WETLAND AREA3,408 SF OR 0.078 AC
EXISTING SANITARY FORCEMAIN (FROM BOHLER FILES)
EXISTI
N
G

W
A
T
E
R
L
I
N
E
(FROM B
O
H
L
E
R

F
I
L
E
S
)
EXISTI
N
G

W
A
T
E
R
L
I
N
E
(FROM B
O
H
L
E
R

F
I
L
E
S
)
A
FULL-SERVI
CE
CI
VI
L
ENGI
NEERI
NG
FI
RM
WW
W
.
G
A
T
E
W
A
Y
E
N
G
I
N
E
E
R
S
.
C
O
M

|

P
I
T
T
S
B
U
R
G
H

&

B
U
T
L
E
R
,

P
A

|

1-
8
5
5
-
6
3
4
-
9
2
8
4
PR
E
P
A
R
E
D

F
O
R
:
RE
V
I
S
I
O
N

R
E
C
O
R
D
No
Da
t
e
Project Number:
Drawing Scale:
Date Issued:
Index Number:
Drawn By:
Checked By:
Project Manager:
Pa
t
h

&

F
i
l
e
n
a
m
e
=
G:
\
P
r
o
j
e
c
t
s
\
4
6
0
0
0
\
4
6
1
1
8

E
a
s
t
f
i
e
l
d

D
e
v
e
l
o
p
m
e
n
t
\
-
0
0
0
0

M
a
s
t
e
r
p
l
a
n

a
n
d

S
t
a
n
d
a
r
d

D
o
c
u
m
e
n
t

I
n
f
o
\
D
w
g
\
0
2
-
S
h
e
e
t
\
E
X
-

M
A
S
T
E
R

S
I
T
E

P
L
A
N

E
X
H
I
B
I
T
.
d
w
g
Pl
o
t

D
a
t
e
=
10
/
2
0
/
2
0
2
3

1
:
4
9

P
M
Ry
a
n

M
.

E
n
o
c
h
,

P
.
E
.
Sa
v
e

D
a
t
e
=
10
/
2
0
/
2
0
2
3

1
:
4
8

P
M
22.0
©
Ga
t
e
w
a
y

E
n
g
i
n
e
e
r
s

I
n
c
.

A
l
l

R
i
g
h
t
s

R
e
s
e
r
v
e
d
THE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION.EX
JS
ANS
SMP
--
JULY 2023
1" = 300'
46118-0000
MASTER
WETLAND MAP
SE
L
M
A
,

N
C

2
7
5
7
6
SE
L
M
A
,

N
C
10
1

S

R
A
I
F
O
R
D

S
T

S
U
I
T
E

2
0
0
HI
G
H
W
A
Y

7
0
-
A
AD
V
E
N
T
U
R
E

D
E
V
E
L
O
P
M
E
N
T
,

L
L
C
EA
S
T
F
I
E
L
D

D
E
V
E
L
O
P
M
E
N
T
SITE LEGEND
NORTH
0
GRAPHIC SCALE
( IN FEET )
150 300 600 1200
1 inch = 300 ft.
20
2
3
-
1
0
-
2
0
01
US
A
C
E

/

D
W
R

C
O
M
M
E
N
T

R
E
V
I
S
I
O
N
S
-
02
-
-
03
-
-
04
-
-
05
-
-
06
-
-
07
-
-
08
-
BAWDY CREEK
BAWDY CREEK
WETLANDS
SITE DEVELOPABLE AREAS
BLOCK A TOTAL:19.00 AC
DEVELOPABLE AREA 17.35 AC
BLOCK A1 TOTAL:3.79 AC
BLOCK B TOTAL:13.17 AC
BLOCK C TOTAL:54.46 AC
DEVELOPABLE AREA 51.64 AC
BLOCK D TOTAL:6.62 AC
BLOCK E TOTAL:17.41 AC
DEVELOPABLE AREA 13.49 AC
BLOCK F TOTAL:7.89 AC
DEVELOPABLE AREA 1.13 AC
BLOCK G TOTAL:8.04 AC
DEVELOPABLE AREA 1.22 AC
BLOCK H TOTAL:12.82 AC
DEVELOPABLE AREA 12.17 AC
BLOCK I TOTAL:26.25 AC
BLOCK J TOTAL:77.71 AC
DEVELOPABLE AREA 54.47 AC
BLOCK K TOTAL:2.32 AC
BLOCK L TOTAL:3.36 AC
DEVELOPABLE AREA 1.10 AC
BLOCK M TOTAL:8.19 AC
BLOCK N TOTAL:27.97 AC
DEVELOPABLE AREA 12.19 AC
BLOCK O TOTAL:62.00 AC
DEVELOPABLE AREA 60.19 AC
BLOCK P TOTAL:51.50 AC
DEVELOPABLE AREA 43.11 AC
BLOCK Q TOTAL:18.50 AC
DEVELOPABLE AREA 17.15 AC
BLOCK R TOTAL:12.70 AC
BLOCK S TOTAL:42.78 AC
DEVELOPABLE AREA 41.76 AC
BLOCK T TOTAL:36.57 AC
ROADWAY COMMON AREA 16.67 AC
TOTAL SITE AREA 529.72 AC
P
M
L
K
R
Q
F
H
B
A1
D
C
S
T
J
I
O
3.79 AC
6.62 AC
54.46 AC
13.17 AC
7.89 AC
12.82 AC
18.50 AC
12.70 AC
2.32 AC
8.19 AC
3.36 AC
51.50 AC
62.00 AC
36.57 AC
77.71 AC
26.25 AC
42.78 AC
G
A
E
N
19.00 AC
17.41 AC
8.04 AC
27.97 AC
TOTAL DEVELOPABLE AREA 491.01 AC
IMPACTED WETLANDS
WETLAND IMPACT APPROVED
UNDER SEPARATE PERMIT
3
15
4
13
8B8C
5
8A
8F
8D
8E
1A
2
STREAM AND BUFFER
IMPACTS APPROVED
UNDER SEPARATE PERMIT
WET POND C2
BUFFER IMPACTS
WET POND C1
BUFFER IMPACTS
BLOCK A
BUFFER
IMPACTS
BLOCK E STREAM AND
BUFFER IMPACTS
TOTAL 447 5,458 TOTAL 23,423 23,855 47,278
12''W
12''WPROP. 12
"

T
A
P

A
T

E
X
.
COUNTY
W
A
T
E
R

M
A
I
N
PROP. 11
°

B
E
N
D
PROP. 12
"
PVC C90
0
WATER
M
A
I
N
PROP. 12
"
PVC C90
0
WATER M
A
I
N
6
'
'
F
PROP. 12
"
X

6
"

T
E
E
PROP. FI
R
E

H
Y
D
R
A
N
T
W/ VALV
E

&

6
"

D
I
P
CONNEC
T
I
O
N

(
T
Y
P
.
)
B
O
PROP. 1
2
"
X
6
"

T
E
E
W/ 6" & 1
2
"

V
A
L
V
E
S
PROP. C
A
P
P
E
D

F
I
R
E

H
Y
D
R
A
N
T

L
I
N
E
WITH TE
M
P
O
R
A
R
Y

B
L
O
W

-
O
F
F

V
A
L
V
E
6''
F
PROP. 12
"
X

6
"

T
E
E
PROP. FI
R
E

H
Y
D
R
A
N
T
W/ VALV
E

&

6
"

D
I
P
CONNEC
T
I
O
N

(
T
Y
P
.
)
W
W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W 12''W 12''W 12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
FUTURE
C
O
N
N
.

T
O
COUNTY
W
A
T
E
R

M
A
I
N
PROP. C
O
U
N
T
Y

M
A
S
T
E
R
METER A
N
D

A
P
P
U
R
T
E
N
A
N
C
E
S
(UNDER
S
E
P
A
R
A
T
E
APPLICA
T
I
O
N
)
PROP. 10
'
X
2
0
'

R
E
C
E
I
V
I
N
G

P
I
T

(
P
I
T
SHALL N
O
T

E
N
C
R
O
A
C
H

I
N
T
O
ADJOINI
N
G

P
R
O
P
E
R
T
Y

B
E
Y
O
N
D
TEMP GR
A
D
I
N
G

E
A
S
E
M
E
N
T
)
PROP. 10
'
X
4
0
'
BORE PI
T
PROP ±6
4

L
F

1
8
"

S
T
E
E
L

C
A
S
I
N
G

P
I
P
E
(MIN 0.25
0
"

W
A
L
L

T
H
I
C
K
N
E
S
S
)
WATER
M
A
I
N

T
O

B
E

I
N
S
T
A
L
L
E
D

U
S
I
N
G
JACK & B
O
R
E

M
E
T
H
O
D
PROP. B
O
V

&

E
N
D

C
A
P
FOR FUT
U
R
E

C
O
N
N
.
TO MAST
E
R
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
F
M
FM
FM
FM
FM
FM
FM
FMFMFM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
10'
45° BEN
D
45
°

B
E
N
D
11
.
2
5
°

B
E
N
D
PROP ±6
4

L
F

1
2
"

S
T
E
E
L

C
A
S
I
N
G

P
I
P
E
(MIN 0.18
8
"

W
A
L
L

T
H
I
C
K
N
E
S
S
)
PROP. V
A
C
U
U
M

/

A
I
R
RELEASE

V
A
L
V
E

M
H
10
'
X
4
0
'

B
O
R
E

P
I
T
;

S
H
E
E
T
I
N
G
AN
D

S
H
O
R
I
N
G

R
E
Q
U
I
R
E
D
,
CO
N
T
R
A
C
T
O
R

T
O

P
R
O
V
I
D
E
SE
A
L
E
D

E
N
G
I
N
E
E
R
CA
L
C
U
L
A
T
I
O
N
S

A
N
D

D
E
S
I
G
N
PR
O
P
.

1
0
'
X
2
0
'

R
E
C
E
I
V
I
N
G

P
I
T
45
°

B
E
N
D
FM
FMFMFM
FM
FM
FM
FM
FM
FM
FM
FM
FM
22
.
5
°

B
E
N
D
45
°

B
E
N
D
E
A
S
T
F
I
E
L
D

A
S
S
O
C
I
A
T
E
S

L
L
C
N
/
F
E
A
S
T
F
I
E
L
D

A
S
S
O
C
I
A
T
E
S

L
L
C
P
I
N
:
2
6
1
4
0
0
-
8
5
-
4
2
6
4
D
B

5
2
0
6
,

P
G

8
7
1
L
O
T

1
A
P
B

9
3
,

P
G

2
6
8
A
R
E
A

I
N

R
I
G
H
T
-
O
F
-
W
A
Y
:
6
6
,
6
4
0

S
F

O
R

1
.
5
3
0

A
C
A
R
E
A

O
U
T
S
I
D
E

R
I
G
H
T
-
O
F
-
W
A
Y
:
5
,
1
8
2
,
1
3
3

S
F

O
R

1
2
7
.
1
6
4

A
C
T
O
T
A
L

A
R
E
A
:
5
,
2
4
8
,
7
3
3

S
F

O
R

1
2
0
.
4
9
6

A
C
N
/
F
E
A
S
T
F
I
E
L
D

A
S
S
O
C
I
A
T
E
S

L
L
C
P
I
N
:
2
6
1
4
0
0
-
8
5
-
4
2
6
4
D
B

5
2
0
6
,

P
G

8
7
1
L
O
T

1
A
P
B

9
3
,

P
G

2
6
8
A
R
E
A

I
N

R
I
G
H
T
-
O
F
-
W
A
Y
:
6
6
,
6
4
0

S
F

O
R

1
.
5
3
0

A
C
A
R
E
A

O
U
T
S
I
D
E

R
I
G
H
T
-
O
F
-
W
A
Y
:
5
,
1
8
2
,
1
3
3

S
F

O
R

1
2
7
.
1
6
4

A
C
T
O
T
A
L

A
R
E
A
:
5
,
2
4
8
,
7
3
3

S
F

O
R

1
2
0
.
4
9
6

A
C
LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
L
O
D
LOD
LOD
LOD
L
O
D
L
O
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
L
O
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
LO
D
LOD
LOD
LOD LOD
TP
TP
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
PR
O
P
.

3
0
"

S
T
D
.

C
U
R
B

&

G
U
T
T
E
R

(
T
Y
P
.
)
PR
O
P
.

F
L
A
R
E
D

E
N
D

S
E
C
T
I
O
N
IN
V
E
R
T

E
L
E
V
:

1
6
4
.
0
0
96
.
5
'

(
B
L
D
G
.
)
40
'
FR
O
N
T

Y
A
R
D
SE
T
B
A
C
K
5'
20
'
PR
O
P
.

8
"

P
V
C
RO
O
F

D
R
A
I
N
(T
Y
P
.
)
FR
O
N
T

Y
A
R
D

S
E
T
B
A
C
K
20
'

T
Y
P
E

B
LA
N
D
S
C
A
P
E
BU
F
F
E
R
PUBLIC 60
'

R
I
G
H
T
-
O
F
-
W
A
Y
PROVIDEN
C
E

B
L
V
D
.
PR
O
P
.

T
E
M
P
.
GR
A
D
I
N
G
EA
S
E
M
E
N
T
PR
O
P
.

R
O
W

T
A
K
I
N
G
OH
OH
OH
OH
OH
10+00.00
11+00.00
12+00.00
13+00.00
14+00.00
15+00.
0
0
16+00
.
0
0
17+00.00
B
P
=

1
0
+
0
0
.
0
0
PI= 14+81.19
PI=

1
6
+
1
2
.
6
2
PI
=

1
6
+
3
1
.
5
1
PC= 13+11.24
PT= 14+31.50
S
T
A

1
0
+
0
0
.
0
0
D
E
S
I
G
N

S
P
E
E
D

=

3
0

m
i
/
h
1
0
+
0
0
1
0
+
0
0
1
0
+
5
0
1
0
+
5
0
1
1
+
0
0
1
1
+
0
0
1
1
+
5
0
1
1
+
5
0
1
2
+
0
0
1
2
+
0
0
1
2
+
5
0
1
2
+
5
0
1
3
+
0
0
1
3
+
0
0
1
3
+
1
1
1
3
+
1
1
13
+
5
0
13
+
5
0
13
+
7
1
13
+
7
1
14
+
0
0
14
+
0
0
14
+
3
1
14
+
3
1
14
+
5
0
14
+
5
0
15
+
0
0
15
+
0
0
15
+
5
0
15
+
5
0
16
+
0
0
16
+
0
0
16
+
5
0
16
+
5
0
17
+
0
0
17
+
0
0
17
+
5
0
17
+
5
0
171
171
171
STM
B-10.1
STM
B-10.2
STM
B-11.1
STM
B-10
STM
B-11
17
2
170 169 169
170
169
170
171
172
170
1
7
0
STM
B-10.8
STM
B-10.7
STM
B-10.6
STM
B-10.5
B
F
S
:

1
3
+
3
5
.
5
7
EF
S
:

1
4
+
0
7
.
1
7
E
N
C
:

1
2
+
2
6
.
0
7
L
C
:

1
2
+
6
2
.
5
7
LC: 14+80.17RC: 12+99.07
RC: 14+43.67
TC=BC 169.97
TC 170.41
TC=BC 169.86
TC 170.27
TC 170.10
TC=BC 169.51
TC 169.96
TC 169.84
TC 169.55
TC 170.10
TC 169.55
TC 169.56 TC=BC 169.40
TC 169.94
TC 170.03 TC 170.49
TC 169.81
TC 169.71
TC 169.71
TC=BC 169.50
TC=BC 169.55
TC=BC 169.55
TC=BC 169.81
TC=BC 170.44
18
"

R
C
P
18
"

R
C
P
1
8
"

R
C
P
18
"

R
C
P
1
8
"

R
C
P
1
6
7
16
7
17
0
STM
B-10.3
16
7
1
6
7
1
7
0
16
6
16
6
17
0
STM
B-11.2.1
STM
C-11.3
STM
B-11.2
N07° 53' 52.6
3
"
E
311.239
N35°
2
7
'

3
3
.
8
7
"
E
49.693
N35°
2
7
'

3
3
.
8
7
"
E
131.42
9
N30° 14'
2
7
.
0
3
"
E
18.886
L =12 0 .2 6 0 ,R =2 5 0.000
10+50.00
11+50.00
12+50.00
13+50.00
14+50.
0
0
15+50.
0
0
16+50.00
17+50.00
MA
T
C
H
L
I
N
E

-

1
6
+
1
6
.
9
0
DATUM ELEV
160.00
SCALE: 1"= 40 ' HORIZONTAL
1"= 4 ' VERTICAL
PROVIDENCE BLVD. TO US70A PROFILE
170
180
170
180
17
0
.
4
8
10+50
17
0
.
3
2
17
0
.
6
4
11+00
17
0
.
9
6
17
1
.
2
0
11+50
17
1
.
2
8
17
1
.
2
0
12+00
17
0
.
9
9
17
0
.
7
9
12+50
17
0
.
7
5
17
0
.
8
7
13+00
17
1
.
1
1
17
1
.
3
6
13+50
17
1
.
6
1
17
1
.
8
6
14+00
17
2
.
1
1
17
2
.
3
6
14+50
17
2
.
6
1
17
2
.
8
5
15+00
17
3
.
1
0
17
3
.
2
7
15+50
17
3
.
1
3
17
2
.
6
6
1.00%
1.28%
-1.00%-2.00%
-1.33%
LOW POINT ELEV = 170.75
LOW POINT STA = 12+43.66
PVI STA = 12+43.57
PVI ELEV = 170.55
A.D. = 2.00%
K = 40.00
79.83' VC
BV
C
S
:

1
2
+
0
3
.
6
6
BV
C
E
:

1
7
0
.
9
5
EV
C
S
:

1
2
+
8
3
.
4
9
EV
C
E
:

1
7
0
.
9
5
HIGH POINT ELEV = 171.28
HIGH POINT STA = 11+50.57
PVI STA = 11+44.93
PVI ELEV = 171.54
A.D. = -2.28%
K = 40.00
91.27' VC
BV
C
S
:

1
0
+
9
9
.
3
0
BV
C
E
:

1
7
0
.
9
5
EV
C
S
:

1
1
+
9
0
.
5
7
EV
C
E
:

1
7
1
.
0
8
HIGH POIN
T

E
L
E
V

=

1
7
3
.
2
7
HIGH POINT

S
T
A

=

1
5
+
2
6
.
5
8
PVI STA = 1
5
+
5
6
.
7
2
PVI ELEV =
1
7
3
.
6
7
A.D. = -5.16
%
K = 19.00
98.11' VC
BV
C
S
:

1
5
+
0
7
.
6
6
BV
C
E
:

1
7
3
.
1
8
ST
A

=

1
0
+
0
0
.
0
0
EL
E
V

=

1
7
0
.
8
8
ST
A

=

1
0
+
1
0
.
3
0
EL
E
V

=

1
7
0
.
6
7
ST
A

=

1
0
+
4
3
.
4
5
EL
E
V

=

1
7
0
.
2
4
P
C
:

1
3
+
1
1
.
2
4
P
T
:

1
4
+
3
1
.
5
0
P
I
:

1
4
+
8
1
.
1
9
PROPOSED GRADE
2'
4'
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00
EX. 16" WATER
MAIN
MIN 24"
CLEARANCE
PROP. 6" FIRE
HYDRANT
CONNECTION
PROP. 12" PVC C900
WATER MAIN
PROP. 6" FIRE HYDRANT
CONNECTION. FIRE
HYDRANT TO SERVE AS AN
AIR RELEASE VALVE
PROP. 12" TEE CONNECTION
TO WATER METER
CULVERT
PROP. 12" TAP CONNECTION
AT EX.16" WATER MAIN
MIN 18"
CLEARANCE
PROP. 6" PVC C-900 (GREEN IN
COLOR) FORCE MAIN
1:1 SLOPE
LINE
PROP. ROW
18" RCP
3.
5
'
MI
N
I
M
U
M
0.00%
3.36%-2.50%
-0.07%
18" RCP
MIN 18"
CLEARANCE
US HWY 70 ALT
PROP ±64LF 18" STEEL CASING PIPE
(MIN 0.250" WALL THICKNESS)
PROP ±64LF 12" STEEL
CASING PIPE (MIN 0.188"
WALL THICKNESS)
0.00%
2.
0

'
MI
N
I
M
U
M
PROPOSED BOARDWALK DECK
PROPOSED 20' OFFSET GRADE
(AT INSIDE EDGE OF BOARDWALK)
PROPOSED 25' OFFSET GRADE
(AT OUTSIDE EDGE OF BOARDWALK)
3.
0
'
TO

T
O
P

O
F

D
E
C
K
-1.00%1.00%
-0.26%
GR
A
D
E

B
R
E
A
K

S
T
A

=

1
1
+
7
3
.
9
6
EL
E
V

=

1
7
1
.
2
4
3
GR
A
D
E

B
R
E
A
K

S
T
A

=

1
5
+
1
2
.
6
6
EL
E
V

=

1
7
3
.
2
3
1
GR
A
D
E

B
R
E
A
K

S
T
A

=

1
5
+
4
9
.
3
3
EL
E
V

=

1
7
3
.
1
3
7
3.
2
'
TO

T
O
P

O
F

D
E
C
K
3.
0
'
TO

T
O
P

O
F

D
E
C
K
2.
0
'
TO

T
O
P

O
F

D
E
C
K
PROP. VACUUM / AIR
RELEASE VALVE
MANHOLE
FOR FORCE MAIN CONTINUATION, BEYOND
STA 100+81.25, SEE SHEET C-708.1
1"=40'
0 40102040
C-821
PROVIDENCE
BLVD. TO US70A
PLAN & PROFILE
DI
S
C
L
A
I
M
E
R
Th
i
s

d
r
a
w
i
n
g

a
n
d
/
o
r

f
i
l
e

h
a
s

b
e
e
n

p
r
e
p
a
r
e
d

b
y

B
o
h
l
e
r

a
t

t
h
e

r
e
q
u
e
s
t

o
f

t
h
e

P
r
o
j
e
c
t

O
w
n
e
r

o
r

h
i
s

R
e
p
r
e
s
e
n
t
a
t
i
v
e

a
n
d

i
s

b
e
i
n
g

p
r
o
v
i
d
e
d

s
o
l
e
l
y

a
s

a

c
o
n
v
e
n
i
e
n
c
e

t
o

t
h
e

r
e
c
i
p
i
e
n
t
.

B
o
h
l
e
r

m
a
k
e
s

n
o

r
e
p
r
e
s
e
n
t
a
t
i
o
n

r
e
g
a
r
d
i
n
g

t
h
e

s
u
i
t
a
b
i
l
i
t
y

f
o
r

t
h
e

i
n
t
e
n
d
e
d

u
s
e

b
y

t
h
e

r
e
c
i
p
i
e
n
t
.

F
u
r
t
h
e
r
,

B
o
h
l
e
r

m
a
k
e
s

n
o
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
CAD I.D.:
PROJECT:
FOR
H:
\
2
0
1
7
\
N
C
R
1
7
2
1
2
0
\
D
R
A
W
I
N
G
S
\
P
L
A
N

S
E
T
S
\
N
C
R
1
7
2
1
1
0

-

P
R
O
V
I
D
E
N
C
E

B
L
V
D
\
N
C
R
1
7
2
1
2
0

-

P
P
P

-

1
0

-

W
E
S
T

B
L
A
N
C
H
E
-
P
R
O
V
I
D
E
N
C
E

B
L
V
D
-
-
-
-
-
>
L
A
Y
O
U
T
:

C
-
8
2
1

W
E
S
T

B
L
A
N
C
H
E

-

P
R
O
V
I
D
E
N
C
E

B
L
V
D

P
L
A
N

&

P
R
O
F
I
L
E
CB
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
SHEET NUMBER:
SHEET TITLE:
NCR172120
CB
WLB
8/28/2020
PROPOSED
CONSTRUCTION
DOCUMENTS -
PROVIDENCE BLVD.
PROPOSED
DEVELOPMENT
101 US HIGHWAY 70- A E
SELMA, NC 27576
JOHNSTON COUNTY
ALWAYS CALL 811
It's fast. It's free. It's the law.
2
3
4
5
6
7
8
9
10
REVISION 10 -
REVISIONS
REV DATE COMMENT DRAWN BY
CHECKED BY
12/31/20 BID SET CB
WB
1/15/21 MISC REVISIONS CB
WB
2/19/21 ADDENDUM#2 CB
CY
12/3/21 NCDOT COMMENTS CB
CY
1/26/22 MISC. REVISIONS CB
CY
3/30/22 NCDOT COMMENTS CB
CY
6/17/22 PLAN REVISIONS CB
CY
7/6/22 PROVIDENCE BLVD
PROFILES UPDATES
CB
CY
6/2/23 NCDOT COMMENTS CB
CY
6/2/23
ISSUED FOR
CONSTRUCTION
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 200
RALEIGH, NC 27612
Phone:[phone]
[e-mail]
TM
TH
E

I
N
F
O
R
M
A
T
I
O
N
,

D
E
S
I
G
N

A
N
D

C
O
N
T
E
N
T

O
F

T
H
I
S

P
L
A
N

A
R
E

P
R
O
P
R
I
E
T
A
R
Y

A
N
D

S
H
A
L
L

N
O
T

B
E

C
O
P
I
E
D

O
R

U
S
E
D

F
O
R

A
N
Y

P
U
R
P
O
S
E

W
I
T
H
O
U
T

P
R
I
O
R

W
R
I
T
T
E
N
AU
T
H
O
R
I
Z
A
T
I
O
N

F
R
O
M

B
O
H
L
E
R
.

O
N
L
Y

A
P
P
R
O
V
E
D
,

S
I
G
N
E
D

A
N
D

S
E
A
L
E
D

P
L
A
N
S

S
H
A
L
L

B
E

U
T
I
L
I
Z
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N

P
U
R
P
O
S
E
S
©
SI
T
E

C
I
V
I
L

A
N
D

C
O
N
S
U
L
T
I
N
G

E
N
G
I
N
E
E
R
I
N
G
LA
N
D

S
U
R
V
E
Y
I
N
G
PR
O
G
R
A
M

M
A
N
A
G
E
M
E
N
T
LA
N
D
S
C
A
P
E

A
R
C
H
I
T
E
C
T
U
R
E
SU
S
T
A
I
N
A
B
L
E

D
E
S
I
G
N
PE
R
M
I
T
T
I
N
G

S
E
R
V
I
C
E
S
TR
A
N
S
P
O
R
T
A
T
I
O
N

S
E
R
V
I
C
E
S
BO
H
L
E
R
A
u
g

0
9
,

2
0
2
3
SEAL
044857
E
NGI N E E R
P R O F E SS IO
N
A
L
6/2/23
DRAWING LEGEND
TC
BC
516.00
515.55
TC 516.00
190CONTOUR
LINE
SPOT
ELEVATIONS
187
MATCH EX
(518.02 ±)
DITCH
LINE
NOTE:
PROVIDENCE BLVD. PROP. POSTED SPEED: 25 MPH
DESIGN SPEED: 30 MPH
MIN. "K" IN SAG: 37
MIN. "K" IN CREST: 19
WM
170
1
7
0
170
1
7
0
170
1
6
7
1
6
7
1
6
8
1
6
8
169
1
6
9
1
6
9
16
9
1
7
0
1
7
0
170
170
170
168168
169
169
171
171
172
172
173
173
1
7
317317
3
173
174
1
7
4
170
1
7
0
1
7
1
1
7
2
1
7
3
173
1
7
3
1
7
3
WM
170
1
7
0
170
1
7
0
170
1
6
7
1
6
7
1
6
8
1
6
8
169
1
6
9
1
6
9
16
9
1
7
0
1
7
0
170
170
170
168168
169
169
171
171
172
172
173
173
1
7
317317
3
173
174
1
7
4
170
1
7
0
1
7
1
1
7
2
1
7
3
173
1
7
3
1
7
3
-
0
+
0
0
1
+
0
0
2+
0
0
2+
2
5
0+00
1+00
0+
0
0
1+
0
0
2+
0
0
0+
0
0
1+
0
0
1+
8
0
WM
170
1
7
0
170
1
7
0
170
1
6
7
1
6
7
1
6
8
1
6
8
169
1
6
9
1
6
9
16
9
1
7
0
1
7
0
170
170
170
168168
169
169
171
171
172
172
173
173
1
7
317317
3
173
174
1
7
4
170
1
7
0
1
7
1
1
7
2
1
7
3
173
1
7
3
1
7
3
WM
170
1
7
0
170
1
7
0
170
1
6
7
1
6
7
1
6
8
1
6
8
169
1
6
9
1
6
9
16
9
1
7
0
1
7
0
170
170
170
168168
169
169
171
171
172
172
173
173
1
7
317317
3
173
174
1
7
4
170
1
7
0
1
7
1
1
7
2
1
7
3
173
1
7
3
1
7
3
WL
WL
WL
WL
W
L
W
L
W
L
12
'
'
W
12
'
'
W
1
2
'
'
W
12''
W
12'
'
W
1
2
'
'
W
1
2
'
'
W
1
2
'
'
W
1
2
'
'
W
1
2
'
'
W
1
2
'
'
W
1
2
'
'
W
6''W
6''W
6''W
6''W
6''W
6''W
6''W6''W
6''W
6''W
6''W
6''W
6''W
6''W
ELE
ELE
ELE
WM
170
1
7
0
170
1
7
0
170
1
6
7
1
6
7
1
6
8
1
6
8
169
1
6
9
1
6
9
16
9
1
7
0
1
7
0
170
170
170
168168
169
169
171
171
172
172
173
173
1
7
317317
3
173
174
1
7
4
170
1
7
0
1
7
1
1
7
2
1
7
3
173
1
7
3
1
7
3
ELE
ELE
ELE
ELE
EL
E
ELE
ELE
ELE
EL
E
EL
E
EL
E
ELE
EL
E
EL
E
E
L
E
GAS
GAS
GAS
GAS
G
A
S
G
A
S
G
A
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GAS
GAS
GAS
GA
S
GA
S
G
A
S
G
A
S
ELE
WM
170
1
7
0
170
1
7
0
170
1
6
7
1
6
7
1
6
8
1
6
8
169
1
6
9
1
6
9
16
9
1
7
0
1
7
0
170
170
170
168168
169
169
171
171
172
172
173
173
1
7
317317
3
173
174
1
7
4
170
1
7
0
1
7
1
1
7
2
1
7
3
173
1
7
3
1
7
3
WM
170
1
7
0
170
1
7
0
170
1
6
7
1
6
7
1
6
8
1
6
8
169
1
6
9
1
6
9
16
9
1
7
0
1
7
0
170
170
170
168168
169
169
171
171
172
172
173
173
1
7
317317
3
173
174
1
7
4
170
1
7
0
1
7
1
1
7
2
1
7
3
173
1
7
3
1
7
3
SAN
SAN
SA
N
SA
N
SA
N
SA
N
FM
FM
FM
F
M
FM
FM
SAN
SAN
FM
FM
FM
FM
F
M
FM
SAN
SAN
SAN
SA
N
SA
N
S
A
N
S
A
N
SA
N
SA
N
SA
N
SA
N
ELE
ELE
ELE
ELE
EL
E
ELE
ELE
ELE
EL
E
EL
E
EL
E
ELE
EL
E
EL
E
E
L
E
53°'
54°'
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GAS
GAS
GAS
NORTH
0
GRAPHIC SCALE
( IN FEET )
25 50 100 200
1 inch = 50 ft.
A
FULL-SERVI
CE
CI
VI
L
ENGI
NEERI
NG
FI
RM
WW
W
.
G
A
T
E
W
A
Y
E
N
G
I
N
E
E
R
S
.
C
O
M

|

P
I
T
T
S
B
U
R
G
H

&

B
U
T
L
E
R
,

P
A

|

1-
8
5
5
-
6
3
4
-
9
2
8
4
PR
E
P
A
R
E
D

F
O
R
:
RE
V
I
S
I
O
N

R
E
C
O
R
D
No
Da
t
e
Project Number:
Drawing Scale:
Date Issued:
Index Number:
Drawn By:
Checked By:
Project Manager:
Pa
t
h

&

F
i
l
e
n
a
m
e
=
G:
\
P
r
o
j
e
c
t
s
\
4
6
0
0
0
\
4
6
1
1
8

E
a
s
t
f
i
e
l
d

D
e
v
e
l
o
p
m
e
n
t
\
-
0
0
0
0

M
a
s
t
e
r
p
l
a
n

a
n
d

S
t
a
n
d
a
r
d

D
o
c
u
m
e
n
t

I
n
f
o
\
D
w
g
\
0
2
-
S
h
e
e
t
\
B
L
O
C
K

E

-

S
T
R
E
A
M

I
M
P
A
C
T

E
X
H
I
B
I
T
S
.
d
w
g
Pl
o
t

D
a
t
e
=
10
/
2
0
/
2
0
2
3

4
:
4
5

P
M
Jo
s
h
u
a

M
.

S
c
a
n
l
o
n
,

P
.
E
.
Sa
v
e

D
a
t
e
=
10
/
2
0
/
2
0
2
3

1
2
:
2
3

P
M
22.0
©
Ga
t
e
w
a
y

E
n
g
i
n
e
e
r
s

I
n
c
.

A
l
l

R
i
g
h
t
s

R
e
s
e
r
v
e
d
THE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION.
EX - 8A
JS
ANS
SMP
--
OCT 2023
1"=50'
46118-0000
BLOCK E - STREAM
IMPACT EXHIBIT
SE
L
M
A
,

N
C

2
7
5
7
6
SE
L
M
A
,

N
C
10
1

S

R
A
I
F
O
R
D

S
T

S
U
I
T
E

2
0
0
HI
G
H
W
A
Y

7
0
-
A
AD
V
E
N
T
U
R
E

D
E
V
E
L
O
P
M
E
N
T
,

L
L
C
EA
S
T
F
I
E
L
D

D
E
V
E
L
O
P
M
E
N
T
-
01
-
-
02
-
-
03
-
-
04
-
-
05
-
-
06
-
-
07
-
-
08
-
PROPOSED BUFFER IMPACT TABLE
DESCRIPTION LEGEND AREA (SF)AREA (AC)
20' ZONE 2 BUFFER
STRUCTURAL IMPACT
30' ZONE 1 BUFFER
STRUCTURAL IMPACT
APPROX
.

R
I
P
A
R
I
A
N

3
0
'
ZONE 1
B
U
F
F
E
R
APPROX
.

R
I
P
A
R
I
A
N

2
0
'
ZONE 2 B
U
F
F
E
R
APPRO
X
.

R
I
P
A
R
I
A
N
20' ZON
E

2

B
U
F
F
E
R
APPRO
X
.

R
I
P
A
R
I
A
N
30' ZON
E

1

B
U
F
F
E
R
PROPOSED
UTILITIES ARE
ACCOUNTED FOR IN
IMPACT TAKEOFF
END
U
R
A
N
C
E

W
A
Y
WES
T

P
R
O
V
I
D
E
N
C
E

B
L
V
D
INT
E
R
S
T
A
T
E

9
5
EXISTING
OUTFALL
SWM POND A4
SWM POND A6
SWM POND A7
SWM POND A5
PROPOSED
OUTFALL A6
PROPOSED
OUTFALL A4
PROPOSED
OUTFALL A5
PROPOSED
OUTFALL A7
U
S

H
I
G
H
W
A
Y

7
0
-
E
PROPOSED
CULVERT
PROPOSED
CULVERT
TOP OF BANK
(TYP.)
STREAM
IMPACT G
STREAM
IMPACT F
PROPOSED JURISDICTIONAL STREAM IMPACT TABLE
DESCRIPTION LEGEND LENGTH (LF)AREA (SF)AREA (AC)
IMPACT F
IMPACT G
OUTFALL A4
OUTFALL A5
OUTFALL A6
OUTFALL A7
A
A
C
C
EXISTING BUFFER IMPACT TABLE
DESCRIPTION LEGEND AREA (SF)AREA (AC)
20' ZONE 2 BUFFER
STRUCTURAL IMPACT
30' ZONE 1 BUFFER
STRUCTURAL IMPACT
EXISTING JURISDICTIONAL STREAM IMPACT TABLE
DESCRIPTION LEGEND LENGTH (LF)AREA (SF)AREA (AC)
IMPACT G
B
B
PROPOSED CULVERT WILL
RE-ESTABLISH ORIGINAL
STREAM ALIGNMENT
D
D
160
IMPACT F PROFILE PROFILE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
170
180
0+00
16
9
.
9
16
9
.
5
17
0
.
2
6
1+00
16
9
.
0
17
0
.
3
2
16
9
.
8
17
0
.
7
6
2+00
17
0
.
4
17
1
.
6
7
2+25
17
0
.
3
17
2
.
3
8
-6.81
%
0.85%
3.09%
160
IMPACT F SECTION PROFILE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
170
180
0+00
16
7
.
0
16
6
.
8
17
0
.
4
7
1+00
16
6
.
7
160
IMPACT G PROFILE PROFILE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
170
180
0+00
16
8
.
9
16
8
.
8
9
16
9
.
0
16
9
.
9
2
1+00
16
9
.
3
17
0
.
6
5
17
0
.
2
17
0
.
9
3
2+00
16
9
.
0
17
1
.
0
3
2.07%
0.21%
160
IMPACT G SECTION PROFILE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
170
180
0+00
16
7
.
5
16
7
.
4
6
17
0
.
1
17
0
.
0
6
1+00
16
9
.
7
16
9
.
7
3
17
0
.
2
17
0
.
2
1
1+80
16
6
.
0
16
5
.
9
5
0
GRAPHIC SCALE
( IN FEET )
25 50 100 200
1 inch = 50 ft.
A
FULL-SERVI
CE
CI
VI
L
ENGI
NEERI
NG
FI
RM
WW
W
.
G
A
T
E
W
A
Y
E
N
G
I
N
E
E
R
S
.
C
O
M

|

P
I
T
T
S
B
U
R
G
H

&

B
U
T
L
E
R
,

P
A

|

1-
8
5
5
-
6
3
4
-
9
2
8
4
PR
E
P
A
R
E
D

F
O
R
:
RE
V
I
S
I
O
N

R
E
C
O
R
D
No
Da
t
e
Project Number:
Drawing Scale:
Date Issued:
Index Number:
Drawn By:
Checked By:
Project Manager:
Pa
t
h

&

F
i
l
e
n
a
m
e
=
G:
\
P
r
o
j
e
c
t
s
\
4
6
0
0
0
\
4
6
1
1
8

E
a
s
t
f
i
e
l
d

D
e
v
e
l
o
p
m
e
n
t
\
-
0
0
0
0

M
a
s
t
e
r
p
l
a
n

a
n
d

S
t
a
n
d
a
r
d

D
o
c
u
m
e
n
t

I
n
f
o
\
D
w
g
\
0
2
-
S
h
e
e
t
\
B
L
O
C
K

E

-

S
T
R
E
A
M

I
M
P
A
C
T

E
X
H
I
B
I
T
S
.
d
w
g
Pl
o
t

D
a
t
e
=
10
/
2
0
/
2
0
2
3

1
1
:
0
4

A
M
Ry
a
n

M
.

E
n
o
c
h
,

P
.
E
.
Sa
v
e

D
a
t
e
=
10
/
2
0
/
2
0
2
3

1
0
:
4
5

A
M
22.0
©
Ga
t
e
w
a
y

E
n
g
i
n
e
e
r
s

I
n
c
.

A
l
l

R
i
g
h
t
s

R
e
s
e
r
v
e
d
THE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION.
EX-8B
JS
ANS
SMP
--
OCT 2023
AS SHOWN
46118-0000
BLOCK E - STREAM
IMPACT EXHIBIT
SE
L
M
A
,

N
C

2
7
5
7
6
SE
L
M
A
,

N
C
10
1

S

R
A
I
F
O
R
D

S
T

S
U
I
T
E

2
0
0
HI
G
H
W
A
Y

7
0
-
A
AD
V
E
N
T
U
R
E

D
E
V
E
L
O
P
M
E
N
T
,

L
L
C
EA
S
T
F
I
E
L
D

D
E
V
E
L
O
P
M
E
N
T
-
01
-
-
02
-
-
03
-
-
04
-
-
05
-
-
06
-
-
07
-
-
08
-
(A-A)(B-B)
(C-C)(D-D)
PROPOSED CULVERT
PROPOSED ROAD
EXISTING GRADE
RIP RAP APRONS TO BE INSTALLED
UPSTREAM AND DOWNSTREAM OF
CULVERT. EMBED RIP RAP TO MAINTAIN
EXISTING CHANNEL INVERT
PROPOSED CULVERT
PROPOSED ROAD
EXISTING GRADE
EXISTING
CHANNEL
PROPOSED CULVERT
PROPOSED ROAD
EXISTING GRADE
EXISTING
CHANNEL
PROPOSED CULVERT
PROPOSED ROAD
EXISTING GRADE
RIP RAP APRONS TO BE INSTALLED
UPSTREAM AND DOWNSTREAM OF
CULVERT. EMBED RIP RAP TO MAINTAIN
EXISTING CHANNEL INVERT
EM
GR
A
V
E
L

P
A
T
H
EM
26.77'
66.36'
66.21'
26.97'
LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
L
O
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
EM
GR
A
V
E
L

P
A
T
H
EM
26.77'
66.36'
66.21'
26.97'
LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
L
O
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
EM
GR
A
V
E
L

P
A
T
H
EM
26.77'
66.36'
66.21'
26.97'
LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
L
O
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
EM
GR
A
V
E
L

P
A
T
H
EM
26.77'
66.36'
66.21'
26.97'
LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
L
O
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
EM
GR
A
V
E
L

P
A
T
H
EM
26.77'
66.36'
66.21'
26.97'
LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
L
O
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
C
C'
PR
O
V
I
D
E
N
C
E

B
L
V
D
.
PROJECT CLEAR
247,860 SF FOOTPRINT
91
8
'
270'
60
'
60
'
70
'
30'
60'70'
50
'
24
'
40' SETBACK
30' SETBACK
40' SETBACK
40' SETBACK
30
'
DETENTION
DETENTION
SILOS
+/-33 TRUCK PARKING
30

S
H
I
P
P
I
N
G

D
O
C
K
S
GUARD
SHACK
TRUCK EXIT &
EMPLOYEE ACCESS
EMPLOYEE
ACCESS
TRUCK ENTRANCE &
EMPLOYEE ACCESS
DETENTION
DETENTION
50
'
GUARD
SHACK
144± AUTO PARKING
(TO BE REMOVED IN PHASE 2)
+/
-
15
6

A
U
T
O

P
A
R
K
I
N
G
FU
T
U
R
E

B
U
I
L
D
I
N
G
FUTUREEXPANSION
FUTUREPARKING
FUTUREDOCK
COVEREDSTORAGE
50'
54
'
70'
EM
GR
A
V
E
L

P
A
T
H
EM
26.77'
66.36'
66.21'
26.97'
LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
L
O
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
EM
GR
A
V
E
L

P
A
T
H
EM
26.77'
66.36'
66.21'
26.97'
LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
L
O
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
150
IMPACT 15 PROFILE PROFILE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
160
170
180
0+00
17
1
.
2
17
1
.
1
7
17
1
.
1
17
1
.
1
2
1+00
17
1
.
1
17
1
.
0
5
17
1
.
1
17
1
.
0
7
2+00
17
1
.
1
17
1
.
1
2
17
1
.
7
17
1
.
6
6
3+00
17
0
.
9
17
0
.
8
6
-0.04%2.34%-2.22%
150
IMPACT 15 SECTION PROFILE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
160
170
180
0+00
16
7
.
0
16
7
.
2
1+00
17
1
.
3
17
1
.
3
5
17
0
.
1
2+00
16
7
.
5
A
FULL-SERVI
CE
CI
VI
L
ENGI
NEERI
NG
FI
RM
WW
W
.
G
A
T
E
W
A
Y
E
N
G
I
N
E
E
R
S
.
C
O
M

|

P
I
T
T
S
B
U
R
G
H

&

B
U
T
L
E
R
,

P
A

|

1-
8
5
5
-
6
3
4
-
9
2
8
4
PR
E
P
A
R
E
D

F
O
R
:
RE
V
I
S
I
O
N

R
E
C
O
R
D
No
Da
t
e
Project Number:
Drawing Scale:
Date Issued:
Index Number:
Drawn By:
Checked By:
Project Manager:
Pa
t
h

&

F
i
l
e
n
a
m
e
=
G:
\
P
r
o
j
e
c
t
s
\
4
6
0
0
0
\
4
6
1
1
8

E
a
s
t
f
i
e
l
d

D
e
v
e
l
o
p
m
e
n
t
\
-
0
0
0
0

M
a
s
t
e
r
p
l
a
n

a
n
d

S
t
a
n
d
a
r
d

D
o
c
u
m
e
n
t

I
n
f
o
\
D
w
g
\
0
2
-
S
h
e
e
t
\
E
X

-

W
E
T
L
A
N
D

I
M
P
A
C
T

E
X
H
I
B
I
T
S
.
d
w
g
Pl
o
t

D
a
t
e
=
10
/
2
0
/
2
0
2
3

1
0
:
3
1

A
M
Ry
a
n

M
.

E
n
o
c
h
,

P
.
E
.
Sa
v
e

D
a
t
e
=
10
/
2
0
/
2
0
2
3

1
0
:
2
6

A
M
22.0
©
Ga
t
e
w
a
y

E
n
g
i
n
e
e
r
s

I
n
c
.

A
l
l

R
i
g
h
t
s

R
e
s
e
r
v
e
d
THE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION.EX IMPACTS
JS
ANS
SMP
--
OCT 2023
1" = 100'
46118-0000
EXISTING
WETLAND 15
IMPACTS EXHIBIT
SE
L
M
A
,

N
C

2
7
5
7
6
SE
L
M
A
,

N
C
10
1

S

R
A
I
F
O
R
D

S
T

S
U
I
T
E

2
0
0
HI
G
H
W
A
Y

7
0
-
A
AD
V
E
N
T
U
R
E

D
E
V
E
L
O
P
M
E
N
T
,

L
L
C
EA
S
T
F
I
E
L
D

D
E
V
E
L
O
P
M
E
N
T
NORTH
0
GRAPHIC SCALE
( IN FEET )
50 100 200 400
1 inch = 100 ft.
-
01
-
-
02
-
-
03
-
-
04
-
-
05
-
-
06
-
-
07
-
-
08
-
Serial No.
Know what's below.
before you dig.Call
R
A231231797-00A
A231231853-00A
A231231888-00A
A231231935-00A
A231232009-00A
A231232049-00A
BUFFERED
STREAM
E
X
I
S
T
I
N
G

R
A
I
L
SITE PLAN NOTES:
THE WETLAND CROSSING IS REQUIRED TO DEVELOP THE NORTH
EASTERN PORTION OF THE SITE. THE PROPOSED WETLAND
CROSSING WILL MAINTAIN THE CONNECTION BETWEEN THE
EXISTING WETLANDS TO THE WEST, TO THE EXISTING WETLANDS
AND BUFFERED STREAM TO THE EAST.
PROPOSED
RAIL SPUR
WETLANDS IMPACT TABLE
DESCRIPTION LEGEND AREA (SF)AREA (AC)
WETLAND IMPACT 15 1,163 0.027
WETLAND
IMPACT 15
EXISTING 24" CMP WETLAND CROSSING.
THE EXISTING CULVERT WILL BE
EXTENDED TO MAINTAIN CONNECTIVITY
BETWEEN THE EAST AND WEST
PROPOSED 14 ACRE PARCEL
PROPOSED 2.5 ACRE PARCEL
EXISTING 24" CMP
PROPOSED 24" CULVERT
PROPOSED ROAD
EXISTING GRADE
RIP RAP APRONS TO BE INSTALLED
UPSTREAM AND DOWNSTREAM OF
CULVERT. EMBED RIP RAP TO MAINTAIN
EXISTING CHANNEL INVERT
PROPOSED 24" CULVERT
PROPOSED ROAD
EXISTING GRADE