20180056 Ver 2_401 Application_20181228

SAGE
ECOIOGICAI
SERVICES
EST. 2014 ECEIVE
December 28, 2018
it% 1 40 & BUFFER p�`►
US Army Corps of Engineers$.0.1�-�NIC Division of Water Resources
Wilmington Field Office 401 & Buffer Permitting Unit
Attn: Ms. Emily Greer Attn: Ms. Karen Higgins
69 Darlington Avenue 512 N. Salisbury Street
Wilmington, NC 28403 Raleigh, NC 27604
Re: Neills Creek Sanitary Sewer Interceptor (formerly Rawls Church Road Sewer)
Request for Modification to NWP 12 & GC 4133
USACE Permit Action ID No. SAW -2018-00159
NCDWR Approval No. 18-0056
Sage Project #2017.72
The Town of Angier (Town) is requesting modification to the above-mentioned permits.
Since issuance of the permits the overall alignment has been changed to avoid wetland
impacts and also to utilize a more stable stream crossing north of Rawls Church Road.
This revised crossing location will allow for directional boring beneath the stream and
thereby reduce perennial stream impacts by an additional 67 LF from the previously
approved total. Additionally, overall wetland impacts have been reduced by 0.0040 acre.
Please find attached a revised complete application and supplemental information
requesting written concurrence from the US Army Corps of Engineers (USACE) and North
Carolina Division of Water Resources (NCDWR) that the activities associated with the
residential development may proceed under Nationwide Permit (NWP) 12 and the
associated General Certification (GC) 4133.
Project Summary and Purpose
The Neills Creek Sanitary Sewer Interceptor (Project) proposes the installation of
approximately 4,240 linear feet of sanitary sewer line and an associated 30 -foot
easement. The revised location for the easement parallel to Rawls Church Road will now
be on the north side of the road (previously on the south side of the road). The alignment
of the proposed easement south of Rawls Church Road is generally the same as what
was previously approved other than minor tweaks which further reduce the proposed
wetland impacts.
Neills Creek Sanitary Sewer Interceptor Page i of 6

The Project will install a sewer line that ties into a previously approved municipal sewer
line located to the south of the proposed easement and west of Neills Creek within the
Southern Acres subdivision (SAW -2013-00672). The project will provide additional sewer
service to meet the current and expected demand in this area of Angier and Harnett
County.
Proposed design changes for this modification include a crossing of Neills Creek to the
north of the road which is a more stable section than what was previously proposed. The
increased stream stability makes the directional boring possible which avoids an
excavation impact to the stream.
The Project has been a part of the Town of Angier's long-term waste water planning since
prior to 2004. In 2012 the Town of Angier made a major investment ($1,400,000) to
purchase 1,000,000 gallons of capacity from Harnett County. The extension of the Neills
Creek sanitary sewer is a major part of utilizing that capacity investment.
The extension of the outfall and the implementation of the town's long-term plan will
relieve the current high capacity on an existing pump station located at Johnsons Landing.
This will reduce the cost of operating and maintaining the existing pump station facility,
decrease the emissions associated with powering it, and reduce the potential for failure.
The Project is within the Neills Creek drainage which is a water supply watershed (WS -
IV). This area of Harnett County/Angier is within a corridor of expected major growth as
the southeastern portion of Wake County continues to grow and new major transportation
corridors are completed in the region. The Project is part of a Town of Angier planning
effort to protect the water supply watershed of Neills Creek by limiting and/or replacing
the expected sprawling development that would otherwise rely upon septic systems.
The Project will tie into an existing sewer line located to the south of the Project area on
the western side of Neills Creek. The Project will provide access to both the eastern and
western side of Neills Creek. The installation of this Project in the proposed location will
greatly reduce the likelihood that future wastewater crossings of Neills Creek will be
needed in this area. The Project will also reduce the negative effects of potential septic
system failures on the water quality of Neills Creek as well as the ecosystem of the
surrounding forested wetlands and riparian areas. The stormwater that may result from
future development in the area will be required to meet state and local standards.
Properties exist to the north of Rawls Church Road that are already within the planning
stages for residential communities which could utilize individual septic systems or tie into
the Project. Other properties in the area that area already developed and currently have
individual septic systems will have the potential to tie into the Project. By installing the
Project to Rawls Church Road, access is provided along the road corridor from the east
and west.
Avoidance and Minimization
The overall proposed sewer line was aligned to minimize and/or avoid impacts to streams
Neills Creek Sanitary Sewer Interceptor Page 2 of 6

and wetlands.
The revised alignment further reduces proposed impacts. The western side of Neills
Creek was eliminated as a viable alternative due to steep slopes; more property owners
than the eastern side; and a large property owner that refused to sell an easement. The
steep slopes would require additional excavation in order to achieve the necessary
elevations. Wetlands were also present at the base of the steep slopes.
The initial corridor for the easement planned on the eastern side of Neills Creek ran
approximately parallel to Neills Creek at a distance of about 20-50 feet from the top -of -
bank. The majority of the land within this initial corridor was confirmed to be riparian
wetland so the alignment was shifted further from the creek.
A detailed stream and wetland delineation (flagged boundary) was performed on the
eastern side of Neills Creek to overlay with topographic data and determine the best
potential corridor. The proposed corridor was fine-tuned several times to cross drainages
so as to have the least amount of impact to jurisdictional features. Impacts are only
proposed in areas necessary to cross to maintain the proper sewer line elevation required
for the project.
Construction and maintenance easements have been reduced in width through wetland
and stream areas to be less than 40 feet wide and further minimize proposed impacts.
After a great deal of effort, an easement was granted north of Rawls Church Road through
several existing easements and property owners. This new crossing location has a much
more stable stream which allows for directional boring. By directly boring under Neills
Creek in the northern crossing (Impact 5) and the southern crossing (Impact 1), perennial
stream impacts have been completely avoided thereby reducing overall stream impacts
by 67 LF for what was previously approved. Additionally, temporary bridges will be used
to avoid stream impacts in locations where a temporary construction crossing is needed
(see attached map sheets 2 and 6). Similarly, overall wetland impacts have been reduced
by 0.0040 acre from the previously approved impacts. The tables below show the
comparison from previously approved impacts to those currently approved.
TABLE 1
Previously approved
Previously approved
Proposed Impact
Proposed Impact
Impact ID
Impact total
ID
total
S-1 (T)
36 LF
Directionally bore
0
Excavation
(perennial)
(i.e. no stream impact)
S-2 (T)
30 LF
4
30 LF
Excavation
(intermittent)
Excavation
S-3 (T)
31 LF
Directionally bore
0
Excavation
(perennial)
(i.e. no stream impact)
97 LF
30 LF
Neills Creek. Sanitary Sewer Interceptor Page 3 of 6

TABLE 2
Previously approved
Previously approved
Proposed Impact
Proposed Impact
Impact ID
Impact total
ID
total
W-1 (T)
0.0229 ac
0.0227 ac
Maintained Easement
Maintained Easement
()
0.0110 ac
0.0115 ac
Constructo Corridor
Construction Corridor
0.01026 ac
0.1026 ac
Maintained Easement
Maintained Easement
0.0518 ac
0.0518 ac
Construction Corridor
Construction Corridor
0.0258 ac
0.0258 ac
Maintained Easement
Maintained Easement
W-6 (T)
0.0141 ac
.3B
0.0141 ac
Construction Corridor
Construction Corridor
W-7 (T)
0.0084 ac
Location abandoned
0
Maintained Easement
W-8 (T)
0.0106 ac
Location abandoned
0
Construction Corridor
New location
0
5A1
0.0036 ac
Maintained Easement
New location
0
Maintained Easement
0.0001 ac
New location
0
5B1
0.0072 ac
Construction Corridor
5
New location
0
Construction Corridor
0.0038 ac
0.2472 ac
0.2432 ac
*Impacts 1A, 1 B, 5A2, and 5132 are within existing maintained lawns or utility easements (i.e. unforested).
Northern Long -Eared Bat
The majority of the proposed sewer line will extend through wooded areas. The northern
portion of the proposed easement is within existing maintained and unwooded powerline
and roadway (Rawls Church Road) easement. Likewise, the southernmost portion of the
proposed sewer line easement is within a maintained yard east of the crossing of Neills
Creek and within a previously logged property on the western side of Neills Creek (not
within wetland).
Based on the US Forest Services estimate of NC timberlands containing approximately
800 trees per acre, it is assumed that approximately 165 trees will be cleared within the
0.2051 acre of jurisdictional wetlands that currently contain trees. Approximately 2,840
trees will be cleared in the easement outside of the jurisdictional areas.
This project does not require the maintenance or removal of any bridges. This project
does not propose the construction or installation of wind turbines. The project does not
Neills Creek Sanitary Sewer Interceptor Page 4 of 6

propose the use of blasting or other percussive activities that would be conducted by
machines such as jackhammers, mechanized pile drivers, etc.
Proiect Impacts
Proposed permanent and temporary impacts will result from sewer line installation.
Overall stream impacts previously totaled 97 linear feet (LF) of which 67 LF were to
perennial stream and 30 LF were to intermittent stream. Revised impacts for this
application include a total of only 30 LF to intermittent channel. Perennial stream impacts
have been avoided.
Proposed wetland impacts previously totaled 0.2472 acre. Currently proposed impacts
total 0.2432 acre. Of this 0.2432 acre of wetland impact 0.0884 acre will be temporary
construction impacts. The remaining 0.1548 acre will be within future maintained
easement and only 0.1320 acre is currently forested.
Mitigation
As part of mitigation for unavoidable impacts due to temporary construction and within
the permanently maintained easement, the following shall be implemented to restore
temporarily -affected wetlands. This plan entails restoration of temporarily -disturbed
areas to their original contours and conditions to the degree practicable upon project
completion. No fills or spoils of any kind will be placed within wetlands or along the
stream banks. Further, disturbed wetland areas and streambanks will be permanently
stabilized with a native vegetative cover. The measures outlined below will be
specified in the contract documents prepared for construction of the proposed project.
Proposed restoration activities will include the removal of excess soil material and
restoration of original pre -construction contours. Excavated material shall be returned to
the trench to the extent possible, and remaining material relocated and retained on an
upland site. Excavated native topsoil (the upper 6 to 12 inches) will be stockpiled
separately, kept viable, and then replaced uniformly over the area of excavation from
which it was removed. The native seed mix identified in attached Table 1 of the
supplemental document Restoration Plan for Rawls Church Road Sewer Outfall will be
utilized within wetland and stream impact areas at the recommended application rate of
20-25 lbs. per acre. The appropriate seed mix shall be disturbed wetlands or
streambanks and extend 10 feet beyond wetland boundaries.
Wetland mitigation is proposed for newly maintained easements through forested
wetlands that are not already within maintained lawns (Impact 1A) or within existing
maintained utility easement (Impact 5A2). The remaining total of wetland impact within
the proposed future maintained easement totals 0.1320 acre. Wetland mitigation was not
available within this HUC from private mitigation banks therefore payment to the NCDMS
is proposed to satisfy mitigation requirements for the 0.1320 -acre of wetland impacts at
a 1:1 ratio only for the areas within newly maintained easement which are currently
forested. Please see the attached letter from the NCDMS.
Neills Creek Sanitary Sewer Interceptor Page 5 of 6

If you have any questions, please call me at [phone].
Sincerely,
�'
Sean Clark
Sage Ecological Services, Inc.
Attachments:
Pre -construction Notification (PCN) Application Form
Agent Authorization Form
Figure 1-USGS Site Vicinity Map
Figure 2 -Soil Survey Site Vicinity Map
Copy of NCNHP Report
Letter from NCDMS on mitigation availability
Restoration Plan for temporary impacts
Impact Maps (9 sheets)
Copies of previous approvals
Neills Creek Sanitary Sewer Interceptor Page 6 of 6

O�OF W A TF9OG
� y
Office Use Only:
Corps action ID no. SAW -2016-
01126
DWQ project no.
Page 1 of 13
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
® Section 404 Permit ❑ Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
R
Neills Creek Sanitary
Sewer Interceptor (formerly Rawls Church Road Sewer Extension)
2b.
County:
Harnett County
2c.
Nearest municipality / town:
Angier
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Easement for the Town of Angier
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
Coley B. Price
3d.
Street address:
PO Box 275 (mail), 55 N Broad Street West (physical)
3e.
City, state, zip:
Angier, NC, 27501
3f.
Telephone no.:
919-639-2071
3g.
Fax no.:
N/A
3h.
Email address:
[e-mail]
Page 1 of 13
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Sean Clark
5b.
Business name
(if applicable):
Sage Ecological Services, Inc.
5c.
Street address:
3707 Swift Drive
5d. City, state, zip:
Raleigh, NC 27606
5e. Telephone no.:
919-559-1537
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 13

B.
Project Information and Prior Project History
1.
Property Identification
Town of Angier Easement that extends across the following:
1a.
Property identification no. (tax PIN or parcel
0664-94-1836
ID):
0674-15-3518; 0674-06-8687; 0674-17-2972; 0674-182768; 0664-94-
1836; 0674-15-3518; 0674-06-8687; 0674-17-2972; 0674-18-2768
Lat: 35.524° N Long: 78.764° W
1 b.
Site coordinates (in decimal degrees):
Lat: 35.534° N Long: 78.763° W
1c.
Property size:
+/- 4,500 linear feet with a 30-foot easement
2.
Surface Waters
2a.
Name of nearest body of water to proposed
Neills Creek
project:
2b.
Water Quality Classification of nearest
WS-IV
receiving water:
2c.
River basin:
Cape Fear River Basin (03030004)
Page 3 of 13
PCN Form — Version 1.4 January 2009

3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: The easement encompasses wooded areas, a powerline easement, a maintained field and an early
successional forest area.
3b. List the total estimated acreage of all existing wetlands on the property: 0.2649 acres within easement
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 132 LF within easement
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to install a sanitary sewer line to Rawls Church Road to meet the demand for sanitary
sewer service in this part of Harnett County. The Neills Creek Sanitary Sewer Interceptor (formerly Rawls Church Road Sewer
Extension) has been a part of the Town of Angier's long-term waste water planning since prior to 2004. In 2012 the Town of Angier
made a major investment ($1,400,000.00) to purchase 1,000,000 gallons of capacity from Harnett County. The extension of the
Neills Creek sanitary sewer interceptor is a major part of utilizing that capacity investment.
The extension of the outfall and the implementation of the town's long-term plan will relieve the current high capacity on an existing
pump station located at Johnsons Landing. This will reduce the cost of operating and maintaining the existing pump station facility,
decrease the emissions associated with powering it, and reduce the potential for failure.
The Project is within the Neills Creek drainage which is a water supply watershed. This area of Harnett County/Angier is within a
corridor of expected major growth as the southeastern portion of Wake County continues to grow and new major transportation
corridors are completed in the region. The Project is part of a Town of Angier planning effort to protect the water supply watershed
of Neills Creek (WS -IV) by limiting and/or replacing the expected sprawling development that would otherwise rely upon septic
systems.
The Project will tie into an existing sewer line located to the south of the Project area on the western side of Neills Creek. The
Project will provide access to both the eastern and western side of Neills Creek. Proposed design changes for this modification
include a crossing of Neills Creek to the north of Rawls Church Road (previous approved crossing was south of Rawls Church
Road) which is a more stable section than the area previously proposed. The increased stream stability makes the directional
boring possible which avoids a direct impact to the perennial stream. Neills Creek will also be bored beneath in the southern
crossing location (Impact 1). Boring beneath Neills Creek in these two locations allows for the additional avoidance of 67 LF of
perennial stream impact approved in the previous submittal. Overall wetland impacts will also be reduced by 0.0040 acre from the
previously approved plan.
The Project will also reduce the negative effects of potential septic system failures on the water quality of Neills Creek as well as
the ecosystem of the surrounding forested wetlands and riparian areas. The stormwater that may result from future development
in the area will be required to meet state and local standards.
Properties exist to the north of Rawls Church Road that are already within the planning stages for residential communities which
could utilize individual septic systems or tie into the Project. Other properties in the area that are already developed and currently
have individual septic systems will have the potential to tie into the Project. By installing the Project to immediately north of Rawls
Church Road, access is provided along the road corridor from the east and west.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project is a sanitary sewer line that will connect to previously approved sanitary sewer lines in the Southern
Acres subdivision (SAW -2013-00672). The project was previously approved under USACE Permit Action ID No. SAW -
2018 -00159. Heavy equipment typically used for utility installation projects (e.g. back hoes, bull -dozers, etc) will be utilized.
The project does not propose the use of blasting or other percussive activities that would be conducted by machines such
as jackhammers, mechanized pile drivers, etc. Temporary bridges will be used to cross creeks in locations where access to
both sides of the creeks is not available but is needed.
Page 4 of 13

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream
❑ Yes ® No ❑ Unknown
determinations by the Corps or State been
requested or obtained for this property /
Comments: The USACE was contacted in reference to scheduling a site
project (including all prior phases) in the past?
meeting.
4b. If the Corps made the jurisdictional
determination, what type of determination was
❑ Preliminary ❑ Final
made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Sage Ecological Services, Inc.
Name (if known): Sean Clark & David Gainey
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
6. Project History
5a. Have permits or certifications been requested
or obtained for this project (including all prior
® Yes ❑ No ❑ Unknown
phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
The project was approved under USACE Permit Action ID No. SAW -2018-00159 and NCDWR Approval No. 18-0056. This
revised request is a modification to the previously approved project. This modification proposes a more stable stream
crossing location than previously approved and further reduces the wetland and stream impacts from what was previously
approved.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 5 of 13

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams —tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number
Type of impact
Type of
Forested
Corps (404, 10)
Area of impact (acres)
Permanent (P) or
wetland
or
Temporary (T)
(if known)
DWQ (401, other)
0
-
Choose One
Choose one
Yes/No
-
1A (T)
Maintained
Excavation
Riparian
No
404
0.0227
Easement
1 B (T)
Construction
Land Clearing
Riparian
No
404
0.0115
Corridor
2A (T)
Maintained
Excavation
Riparian
Yes
404
0.1026
Easement
2B (T)
Construction
Land Clearing
Riparian
Yes
404
0.0518
Corridor
3A (T)
Maintained
Excavation
Riparian
Yes
404
0.0258
Easement
3B (T)
Construction
Land Clearing
Riparian
Yes
404
0.0141
Corridor
5A1 (T)
Maintained
Excavation
Riparian
Yes
404
0.0036
Easement
5A2 (T)
Maintained
Land Clearing
Riparian
No
404
0.0001
Easement
5131 (T)
Construction
Land Clearing
Riparian
Yes
404
0.0072
Corridor
5132 m
Construction
Land Clearing
Riparian
No
404
0.0038
Corridor
2g. Total wetland impacts
0.2432
2h. Comments: Of the proposed 0.2432 acre of impact, 0.1548 acre will be within future maintained easement. Of the 0.1548
acre in future maintained easement, 0.1320 acre is currently forested and not within existing maintained lawn or utility easement.
Mitigation is proposed for these 0.1320 -acre wetland impacts at a 1:1 ratio for areas within future maintained easement that is
currently forested.
Page 6 of 13

3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number Permanent
Choose One
(PER) or
stream
length
(P) or Temporary
intermittent
Choose One
width
(linear
(T)
(INT)?
(feet)
feet)
4 (T)
0
UT to Neills
INT
Corps
3
30
5g.
Excavation
Creek
5h.
Is a dam high hazard permit required?
❑ Yes - ❑ No If yes; permit ID no:
3h. Total stream and tributary Impacts
30
3i. Comments: Perennial stream crossings will be directionally bored beneath thereby avoiding impacts and reducing the overall
proposed stream impacts by 67 LF from the originally approved stream impacts. Temporary bridges will be used to cross the
streams where needed.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the
U.S. then individual) list all open water im acts below.
4a.
4b.
4c.
4d.
4e.
Open water impact
Name of
number —
waterbody
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
(if applicable)
Temporary
01 Choose one
Choose One
Choose
V. Total open water impacts
0
4g. Comments: There are no open waters within the project boundaries.
5.
If pond
Pond or Lake Construction
or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or
..:.purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
Choose One
P2
Choose One
5f. Total
0
0
0
0
0
0
0
5g.
Comments: This project does not propose Pond or Lake construction
5h.
Is a dam high hazard permit required?
❑ Yes - ❑ No If yes; permit ID no:
5i.
Expected pond surface area (acres):
5j.
Size of pond watershed (acres):
5k.
Method of construction:
Page 7 of 13

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for
Buffer mitigation
Zone 1 impact
Zone 2 impact
Permanent (P) or
impact
Stream name
required?
(square feet)
(square feet)
Temporary T
6h. Total buffer impacts
0
0
6i. Comments: The proposed project is not within a drainage basin that has riparian buffers regulated by NCDWR.
Page 8of13

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed sewer line alignment was aligned to minimize and/or avoid impacts to streams and wetlands. The western
side of Neills Creek was eliminated as a viable alternative due to steep slopes; more property owners than the eastern
side; and a large property owner that refused to sell an easement. The steep slopes would require additional excavation
in order to achieve the necessary elevations. Wetlands were also present at the base of the steep slopes.
The initial corridor for the easement planned on the eastern side of Neills Creek ran approximately parallel to Neills Creek
at a distance of about 20-50 feet from the top-of-bank. The majority of the land within this initial corridor was confirmed
to be riparian wetland so the alignment was shifted further from the creek.
A detailed stream and wetland delineation (flagged boundary) was performed on the eastern side of Neills Creek to
overlay with topographic data and determine the best potential corridor. The proposed corridor was fine-tuned several
times to cross drainages so as to have the least amount of impact to jurisdictional features. An example of this can be
seen on Sheet 6 of the attached site plans. The easement was moved to the west and an additional manhole was added
so as to cross an intermittent stream at a perpendicular angle rather than cross a larger wetland area located further east
in the same drainage. This planning process avoided and minimized the resulting proposed impacts to those shown on
the attached impact maps. Impacts are only proposed in areas necessary to cross to maintain the proper sewer line
elevation required for the project.
Directional boring was reconsidered and is incorporated into this submittal as the section of Neills Creek north of Rawls
Church Road was identified to be more stable upstream of the road than down and that the overall stream width in the
new crossing location is less. The increased stream stability makes the directional boring possible which avoids a direct
impact to the stream. The directional boring further reduces the proposed impacts by 67 LF of perennial stream from the
previously approved impacts. Temporary bridges will also be used to cross streams during construction.
Construction and maintenance easements have been reduced in width through wetland and stream areas to be less than
40 feet wide and further minimize proposed impacts. Wetland impacts have been further reduced by 0.0040 acre from
the previously approved plan.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction fencing will be used to define the construction corridor and prevent any accidental additional impacts. Silt fencing
and temporary basins will also be used to prevent sediment runoff into the streams and wetlands. Construction will be completed
during dry periods. The top soil of the removed soil material within the wetland areas will be reused as top soil to cover the
installed pipe. The excavated areas will be returned to preconstruction grades. Stream banks will be stabilized immediately
following installation. Directional boring will be used to avoid impacts to perennial streams. Temporary bridges will also be
used to cross streams during construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
® Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
®Payment to in-lieu fee program
project?
❑ Permittee Responsible Mitigation
Page 9 of 13

3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Quantity N/A
Type: Choose one
Quantity N/A
Type: Choose one
Quantity N/A
3c. Comments: N/A
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
® Yes
4b. Stream mitigation requested:
0 linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e. Riparian wetland mitigation requested:
0.1320 acres
4€. Non -riparian wettand mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments: Wetlands temporarily impacted during construction will be restored as specified in the attached Restoration
Plan. Additionally, wetlands within the future maintained easement that are already within maintained areas
(e.g. lawn for 0.0227acre in Impact IA and existing utility easement for 0.0001 acre within Impacts 5A2)
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
N/A
6h. Comments:
Page 10 of 13

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑ Yes ® No
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The diffuse flow plan is part of the Stormwater Management Plan being
reviewed by the County.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: No impervious surface is proposed.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
N/A
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
Durham County
3b.
Which of the following focally -implemented stormwater management programs
apply (check all that apply):
❑ Phase 11
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
4.
DWQ Stormwater Program Review
4a.
Which of the following state -implemented stormwater management programs apply
(check all that apply):
❑ Coastal counties
❑ HQW
❑ ORW
❑ Session Law -2006-246
® Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 11 of 13
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes
F� No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
[} Yes
El No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes
® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
0 Yes
® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The proposed project will tie into existing sewer lines for the Town of Angier.
Page 12 of 13
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The NC Natural Heritage Data Base (2018) was referenced and a report received from NCNHP identified no recorded
federally listed species on the project site or within a 1 -mile radius. Please see attached cover letter for further NLEB
discussion.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes E No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The proposed project takes place in Harnett County which is not near any coastal or tidal habitat that would support EFH
(i.e. salt marshes, oyster reefs, etc.).
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
http://gis.ncdcr.gov/hpoweb/ " Utilizing the HPOWEB GIS mapping service, no structures or sites were mapped within or
adjacent to the project area. A physical records check at the State Historic Preservation Office or the Office of State
Archeology was not performed.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: No permanent structures will be added within the floodplain to
restrict or increase the flow of floodwaters.
8c. What source(s) did you use to make the floodplain determination? NC Flood Risk Information System
(www.fris.nc.-gov/fris) FEMA DFIRM Panels #0674, Dated October 3, 2006
Scan Clark
12/28/2018
Date
Applicant/Agent's Signature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 13 of 13

SAGE
AGENT AUTHORIZATION FORM
All Blanks to Be Filled in By the Current Landowner. Municipal Official or Legal Representative
Name:
Address:
S� Jai' Broad. S�r� ear vl�st (phis i ccLt
.. - .
Phone: -J �t 9 (o q' JL d ri i
Email: r 1 6 &— Q r U
Project Name/Description: Rawls Church Road Sewer Outfall
Sage Project # 2017.72
Date: / — 9 — 'i'0 1
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Prr d C.,
Attn: Ms. Emily Greer
Field Office: Wilmington
Re: Wetlands and Streams Related Consulting and Permitting
To Whom It May Concern:
1, an authorized municipal official, hereby designate and authorize Sage Ecological Services,
Inc. to act on my behalf as my agent in the processing of permit applications and to furnish upon
request supplemental information in support of applications etc. from this day forward.
This notification supersedes any previous correspondence concerning the agent for this
project.
Notice: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by Sage staff. Please contact
Sage to arrange a meeting prior to visiting the site.
BY: 0-n I e BY:
Print Namb of Municipal Official Signature of Municipal Official
or Legal Representative or Legal Representative

Abandoned previously �: }
aooroved crossing location
1 A
'a V aR
}
f, T
Location
0
00
MORGA) MC
L, CSD IJV
Legend
ftp Sewer Outfall
USGS Topographic Map Figure 1
Neills Creek Sanitary
Sewer Interceptor / `\
Sage Project #2017.72
Fuquay-Varina Quadrangle SAGE
i ECOLOGICAL Sage Ecological Services, Inc.
December 27, 2018 Office: 919-335-6757
0 400 800 ft �---- ,
% Cell: 919-559-1537

% r
PRO 7
ne ■■ NATURAL AND CULTURAL RESOURCES
NCNHDE-7829
December 27, 2018
Sean Clark
Sage Ecological Services
3707 Swift Drive
Raleigh, NC 27606-2543
RE: Neills Creek Sanitary Sewer Interceptor, 2017.72
Dear Sean Clark:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed pro iect boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
httris //www fw5 Qov/offices/Director✓/ListOffice5 cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally -listed species are documented near the project area.
if you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rodrey b l gr a ncdcr,Qoy or 919-707-8603.
Sincerely,
NC Natural Heritage Program

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Neills Creek Sanitary Sewer interceptor
Project No. 2017.72
December 27, 2018
NCNHDE-7829
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic
EO ID Scientific Name Common Name
Last
Element
Group
Status
Observation
Occurrence
5 -Very ---
Significantly
Date
Rank
Dragonfly or
32043 Coryphaeschna ingens Regal Darner
2004 -Pre
H?
Damselfly
Significantly
G3G4
S2'�
Dragonfly or
33751 Somatochlora Coppery Emerald
2004 -Pre
H?
Damselfly
georgiana
No Natural Areas are Documented Within a One -mile Radius of the Project Area
No Managed Areas are Documented Within a One -mile Radius of the Project Area
Accuracy Federal
State
Global
State
Status
Status
Rank
Rank,
5 -Very ---
Significantly
GS
S2?
Low
Rare
5 -Very ---
Significantly
G3G4
S2'�
Low
Rare
Definitions and an explanation of status designations and codes can be found at os ,cnh,;P.nare,ary gra,' ontrn /h Ian, Data query generated on December 27, 2018, source. f,<CNHF. Oil(
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-7829: Neills Creek Sanitary Sewer Interceptor
December 27, 2018
Project Boundary
Buffered Project Boundary
Page 3 of 3
1:30,745
0 0.25 0.5 1 mi
0 0.4 0,8 1.6 km
Sources: Esn, HERE, Garmm. Intermap, increment P Corp. GEBCO. USGS,
=AONPS. NRCA.N, GeoBase, !GN, Kadaster NL. Ordnance Survey. Esr• Japan,
METi. Esn China IHony Kong;. swisstopr., Q Op—Strea:Map cor:h it;u[ors, ;,,.t
M, GIS User Community

8"ViRONMEMTAL OUALI FY
November 2, 2018
Coley Price
Town of Angier
55 N Broad St
Angier, NC 27501
Project: Neills Creek Sanitary Sewer Interceptor
R(_;,( . "i0 ,t(.
Expiration of Acceptance: 5/2/2019
County: Harnett
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 and may exceed the
impact amounts shown below.
River Basin Impact Location impact Type Impact Quantity
(8 -digit NUC)
Cape Fear 03030004 Riparian Wetland 0.131
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
cc: Sean Clark, agent
Sincerely,
James. F, Stanfill
Asset Management Supervisor
State of North Catolirm ! Env ronme ttal Quality I Mitigation Services
102 Mail Service Center I Raleigh, NC 27699-1632 1 217 W. Jones Street, Suite 3000
919 707 9976 T

Restoration Plan for Neills Creek Sanitary Sewer Interceptor
The proposed project has been designed to avoid and minimize jurisdictional impacts where
practicable. As part of mitigation for unavoidable impacts due to temporary construction and within
the permanently maintained easement, the following plan shall be implemented to restore
temporarily -affected wetlands and streams. This plan entails restoration of temporarily -disturbed
areas to their original contours and conditions to the degree practicable upon project completion.
No fills or spoils of any kind will be placed within wetlands or along the stream banks. Further,
disturbed wetland areas and streambanks will be permanently stabilized with a native vegetative
cover. The measures outlined below will be specified in the contract documents prepared for
construction of the proposed project.
Proposed restoration activities will include the removal of excess soil material and restoration of
original pre -construction contours. Excavated material shall be returned to the trench to the extent
possible, and remaining material relocated and retained on an upland site. Excavated native
topsoil (the upper 6 to 12 inches) will be stockpiled separately, kept viable, and then replaced
uniformly over the area of excavation from which it was removed. The native seed mix identified in
Table 1 below will be utilized within wetland and stream impact areas at the recommended
application rate of 20-25 lbs. per acre. The appropriate seed mix shall be applied to all disturbed
wetlands or streambanks and extend 10 feet beyond wetland boundaries.
Table 1: Wetland Seed Mix
Bidens aristosa
Showy tickseed sunflower
7
Carex vul inoidea
Fox sedge
12
Dichanthelium clandestinurn
Deer tongue
8
El mus ri arius
Riverbank wildrve
20
Juncus effusus, NC Ecotype
Soft rush
4
Panicum dichotomiflorum
Smooth panicgrass
14
Panicum ri idu/um
Redtop panicgrass
8
Panicum vir atom
Switchgrass
28
Polygonum pensylvanicum
Pennsylvania smartweed
2
S ar anium americanum
Eastern bur reed
2
lbs/acreout.
100
To provide quicker cover for soil stabilization, the mix specified in Table 1 above should also be
augmented with the appropriate cover/companion species, as identified in Table 2 below. The
specific species used from Table 2 will be dependent upon the time of year construction occurs.
e aDie z: c:overm;om
anion
props
Secale
erea or
ar y prang
rows 34tall, but not a strong a
30
Winter rye
or Fall
competitor.
cereale
lbs/acre
Lolium
ere
ar y a or
Shorter rye; lasts about 2 years, then dies
30
rye
Spring
erenne
lbs/acreout.
Urocloa
Brown op
pang,Goo
germination', dies off withros ; does
30
Millet
Summer
not tolerate mowing.
ramose
lbs/acre

The supplier of the native seed mix will most likely be Mellow Marsh Farm (see below for contact
information):
Mellow Marsh Farm
1312 Woody Store Road
Siler City, NC 27344
Phone: [phone]
If you have any questions, please call me at [phone].
Sincerely,
Sean Clark, PWS
Sage Ecological Services, Inc.
2

1\,itrr K�.uur�r�
i m nnnuirnLfl �,�:�.ilit�,
February 16, 2018
Town of Angier
Attn: Coley B. Price
PO Box 275
Angier, NC 27501
ROY COOPER
MIC ALL S. RIAL1N
1.1NDA Ct71_PI:I'Pl.R
DWR 4 18-0056
Harnett County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL
CONDITIONS
Rawls Church Road Sewer Extension
Dear Mr. Price:
You have our approval for the impacts listed below for the purpose described in your
application dated January 10, 2018, received by the Division of Water Resources (Division)
January 10, 2018 and your revised application dated February 8, 2018, received by the Division
February 8, 2018. These impacts are covered by the attached Water Quality General
Certification Number 4133 and the conditions listed below. This certification is associated with
the use of Nationwide Permit Number 12 once it is issued to you by the U.S. Army Corps of
Engineers. Please note that you should get any other federal, state or local permits before
proceeding with your project, including those required by (but not limited to) Sediment and
Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or
general permit and the following additional conditions:
The following impacts are hereby approved provided that all of the other specific
and general conditions of the Certification are met. No other impacts are approved,
including incidental impacts. [15A NCAC 02H .0506(b) and (c)].
—Not hint Contl),11(`.
\4.0-: No[ h 1:l X41 fill'.
c .l':,4,.. N 1-1

I own of Angier
DWR# 18-0056
Page 2 of 5
Type of impact
Amount Approved
Amount Approved
(units)
(I.InItS:)
Permanent
Temporary
36 (linear feat)
Penial Stream S-1
(linear feet)
Intermittent Stream S-2
(linear feet)
30 (linear feet)
Perennial Stream 5-3
(lfeet)
(linear
(linear 31 feet) i
(l i
Wetland 1
-_ —1.--
0.0229 (acres)
; 0.0110 (acres)
(permanently
(construction corridor)
maintained easement,
no permanent fill)
Wetland 2
0.1026 (acres)
0.0518 (acres)
(permanently
(construetion corridor)
j
maintained easement,
no permanent fill)
Wetland 3
0.0258 (acres)
! 0.0141 (acres)
(permanently
(construction corridor)
maintained easement,
no permanent fill)
Wetland 4
0.0084 (acres)
0.0106 (acres)
(permanently
(construction corridor)
maintained easement,
no permanent fill)
J
2. This approval is for the purpose and design described in your application. The plans
and specifications for this project are incorporated by reference as part of the
Certification. If you change your project, you must notify the Division and you may
be required to submit a new application package with the appropriate fee. if the
property is sold, the new owner must be given a copy of this approval letter and
General Certification(s)/Permit%Authorization and is responsible for complying with
all conditions. (15A NCAC 02H .0507(d)(2)]
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian
areas beyond the footprint of the impacts depicted in the Pre -Construction
Notification. All construction activities, including the design, installation, operation,
and maintenance of sediment and erosion control Best Management Practices, shall
be performed so that no violations of state water quality standards, statutes, or
rules occur.

Gown of Angier
DWR4 18-0056
Page 3 of 5
4. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all
specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface waters
standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and
erosion control measures must be such that they equal, or exceed, the
requirements specified in the most recent version of the North Carolina Sediment
and Erosion Control Manual. The devices shall be maintained on all construction
sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or
leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be
designed, installed, operated, and maintained in accordance with the most recent
version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution
Control Act
S. No Sediment & Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures should not be placed in wetlands or waters
without prior approval by the Division. If placement of sediment and erosion control
devices in wetlands and waters is unavoidable, design and placement of temporary
erosion control measures shall not be conducted in a manner that may result in dis-
equilibrium of wetlands or stream beds or banks, adjacent to or upstream and
downstream of the above structures. All sediment and erosion control devices shall
be removed and the natural grade restored within two (2) months of the date that
the Division of Land Resources or locally delegated program has released the
project.
6. All wetlands, streams, surface waters, and riparian buffers located within 50 feet of
the construction area on the project site shall be clearly marked (example- orange
fabric fencing) prior to any land disturbing activities and must be maintained on the
property until the project phase is completed.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required

Town of Angier
DWRtt 18-OOS6
Page 4 of 5
to return the attached certificate of completion to the DWR 401 and Buffer
Permitting knit at: 1650 Mail Service Center, Raleigh, North Carolina 27699-1650.
This :approval and its conditions are final and binding unless contested. (G.S. 143-215.5)
This Certification can be contested as provided in Articles 3 and 4 of General Statute 1508 by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH) within sixty (60) calendar days.
A petition form may be obtained frorrr the OAH at http:f"/www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information. A petition is considered filed when the original
and one (1) copy along with any applicable OAH filing flee is received in the OAH during normal
office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state
holidays),
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending vita US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UFS,
FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DEN R:
William F. Lane, General Counsel
Department of Environment Quality
1601 Mai, Service Center
Raleigh; NC 27699-1601

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id_ SAW -2018-00159 County: Harnett U.S.G.S. Quad: NC-Fuouav-Farina
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Town of Angier
c/o Coley Price
Address: PO Box 275
Angier, North Carolina 27501
'Telephone Number: 919.639.2071
E-mail: cyrice(a).ander.com
Size (acres) 4,240 linear feet; 30 -ft wide easement Nearest Town Anp_ier
Nearest Waterway Neills Creek River Basin Cape Fear
USGS 111 IC 03030004 Coordinates Latitude: 35.524
Longitude: -78.764
Location description: The 4,240 linear foot sanitary sewer line extends from latitude 35.524N, longitude -78.764W to latitude
35.534N, longitude -78.763W. The proiect is bound to the north by Rawls Church Road and is located 0.75 -mile east of Atkins
Road on Neills Creek in Angier Harnett County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent maintenance of 0.16 -acre of wetland,
temporary impacts to 0.25 -acre of wetland and temporary impacts to 97 linear feet of tributaries for the purpose of installing
4,240 linear feet of new sewer line that will service existing and future developments. Compensatory mitigation to offset 0.16 -
acre of permanent impacts to riparian riverine wetlands will occur with NCDMS at a 1.5:1 ratio for a total of 0.26 -acre of
riparian riverine credits purchased within the 03030004 HUC.
Applicable Law(s): ❑ Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 ('Rivers and Harbors Act, 33 t1SC 403)
Authorization: NWP 12. Utility Line Activities
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 2/8/2018, and the enclosed plans SHEETS 1-8 dated 3/27/2018. Any violation of
the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration
order, a Class I administrative penalty, , and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements or the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terns and conditions ofthe nationwide permit- activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engincers regulatory program,
please contact Emily Greer, Regulatory Specialist at 910.251,4567 or emilv.e.greerFa'tusace.arm-,•.mit.

Corps RegTulatory Oficial:
Digitally signed by GREER.EMILy.C.1385325300
GREERIMILY.C.1385325300 m=USAscn-GRE REMILYC13853° D0 ou=PKI,
Date: 2018.03.28 17:14:53 -04'00'
Expiration Date of Verification_ 03/18/2022
Date: 3/28/2018

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2013-00672 County: Harnett U.S.O.S. Quad: Fuguav-Varina
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
permittee: Han ev Montaelue
Southern Acres, LLC
Address: 1210 Trinitv Road
Suite 102
Raleigh, NC, 27607
Telephone Number: 919.362.7477
Size (acres) 55.63 Ncarest Town Angier
Nearest Waterway Neills Creek River Basin Cape Fear
USES HUC' 03030004 Coordinates Latitude: 35.5218184063563
Longitude: -78.7667709167181
Location description: The site is located west of Atkins Road, approximately 0.5 mile north of the intersection of Atkins Road
with Chalybeate Springs Road in Antsier, Harnett Countv, North Carolina.
Description of projects area and activity: This verification authorizes permanent impacts to 0.04 -acre of relatively permanent
waters 0.043 -acre of forested wetland 110 linear feel of intermittent stream channel (UT Neill's Creek), and 17.25 linear feet
of perennial stream (Neill's Creek) and temporary impacts to 0.040 -acre of forested wetland and 19.97 linear feet of Neill's
Creek resulting in 0.10 -ac of total project impacts for the purpose of constructinp_ a low density residential subdivision,
Southern Acres which includes the extension of an existing city waterline across Neill's Creek.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Sections 10 (Rivers and Harbors Act, 33 ITSC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number. NWP 29
SEE ATTAC HEP RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDI T IONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 12/05/2016 and 08/11/2016 entitled S 1-4 S 11 C 8-
9, IM 1-2. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop
work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
'I his verification will remain valid until the expiration date identified below unless rite nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) 01 -are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modifv, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) uuav also require an Individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resource,, (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAN�IA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at [phone].
This Department of the Arany verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Emily Greer at [phone] or Emily.C.Greer(a`usace.armv.mil.
GREER.EMILY.C.138532
Corps Regulatory Official: 5300 u=20o17., �G 3, NWDate: August 9, 2017
Expiration Date of Verification: March 18, 2022

SAW -2013-00672
Determination of Jurisdiction:
A. ❑ There are waters, including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and harbors Act (RHA) (33 1JSC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved .0, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request atm appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the i Jnited States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the united States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). 1 Jnless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ 'There are waters, including wetlands, within the above described project area that are subject to the pernit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five _years from the date of this notification.
D. ® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
Jurisdictional determination issued March 25, 2014. Action 1D: SAW -2013-00672.
E. Attention USDA Program Participants
This del ineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The del ineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and
C above).
This correspondence constitutes an approved jurisdiction determination for the above described site. if you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence**
Dhjt* syw by GREiRFMiEY c 13853u388
GREER.EMILY.C.1385325300 Dm`"`EF-'ul °°"- -'1^
-GREE0.EMIlY.C.1385325300
Corps Regulatory Official: OM&7017M.09160503.0,,00.
Emily Greer
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http://corpsmayu.usace.army.mil/cm apex/Pi)=136:4:0.

IMPACT TOTAL SUMMARY
WETLAND UTILITY TEMP. IMPACT
5,754
SF 0.132_0 AC
WETLAND TEMP. CONST. IMPACT
3,184
SF 0.0731 AC
WETLAND UTILITY TEMP. IMPACT
CURRENTLY MAINTAINED AREA
1,013
SF 0.0228 AC
WETLAND TEMP. CONST. IMPACT
CURRENTLY MAINTAINED AREA
666
SF 0.0153 AC
INTERMITTENT STREAM TEMP. UTILITY IMPACT
88
SF 0.002 AC 130 LF
J'
100 -YR FLOOD PLAIN
WYNDHAM PLACE
SUBDIVISION
WETLAND WC
ALEX PLACE
SUBDIVISION
,r
STREAM
' CROSSING
J'
100 -YR FLOOD PLAIN
`
f
::./
WETLAND WA
i
WETLAND
/
PREVIOUSLY
APPROVED SANITARY
SEWER EASEMENT
(SAW -2013-00672+
WETLAND WB
100' DUKE
08/09/17 AND PERMIT;:
?::::.;,... ° ``j
/ / -ENERGY
WETLAND WC
WA
WETLAND WE
WQ0039175) EASEMENT N/F
CAPE FAMILY
SOUTHERN - INVESTMENTS LLC
ACRES / j�„✓ // i J J,� 100 -YR FLOOD PLAIN
SUBDIVISION
_ y WETLAND
/ — — — IMPACT 2:;.. �`' ,� N/F
CAPE FAMILY
' .. INVESTMENTS LLC /
NIF
STREAIDI '' i / / / / AVERY MOORE JR
J
ROSSING
IMPACT 1 ,VYTLAND WB
CE GROUP , REV1510N5:
301 GLENWOOD AVE. ,
SUITE 220
RALEIGH,NC 27603 300' 0 NORTH 300' 600'
PHONE: [phone]
FAX [phone]
sC:AI F' 1” - snn
)BLfERM ;
afVISION /
i
i
-<�§Tf2EAM
;0'
i
WETLAND
WD
N/F
OTHA McLEAN
mkw
SHEET 1
NEILLS CREEK
SANITARY SEWER INTERCEPTOR
OVERALL 1 M PACT MAP
ANGIER, NC
,r
J'
i
WA
WETLAND WE
WQ0039175) EASEMENT N/F
CAPE FAMILY
SOUTHERN - INVESTMENTS LLC
ACRES / j�„✓ // i J J,� 100 -YR FLOOD PLAIN
SUBDIVISION
_ y WETLAND
/ — — — IMPACT 2:;.. �`' ,� N/F
CAPE FAMILY
' .. INVESTMENTS LLC /
NIF
STREAIDI '' i / / / / AVERY MOORE JR
J
ROSSING
IMPACT 1 ,VYTLAND WB
CE GROUP , REV1510N5:
301 GLENWOOD AVE. ,
SUITE 220
RALEIGH,NC 27603 300' 0 NORTH 300' 600'
PHONE: [phone]
FAX [phone]
sC:AI F' 1” - snn
)BLfERM ;
afVISION /
i
i
-<�§Tf2EAM
;0'
i
WETLAND
WD
N/F
OTHA McLEAN
mkw
SHEET 1
NEILLS CREEK
SANITARY SEWER INTERCEPTOR
OVERALL 1 M PACT MAP
ANGIER, NC

PREVIOUSLY APPROVED• / /
SANITARY SEWER EASEMENT > r Ole
r
(SAW -2013-00672 08/09/17 AND
PERMIT WQ0039175)
S 16"C900 PVC 6
SSMH-2 I
_ • \\ 1A WETLAND TEMP. UTILITY TOTAL
IMPACT 989 SF 0.0227 A
— — — — — r- — — -- — �• 9\ CURRENTLY MAINTAINED AREA
L +•_ : ': 1 B WETLAND TEMP. CONST. IMPACT 501 SF 0-0115AC
CONSTR0 TEMON y
PORgR\ JACK AND BORE UNDER CREEK CURRENTLY MAINTAINED AREA
100 -YR FLOOD PLAIN ♦ — _ UCTI 27 LF 28" STEEL CARRIER PIPE
�♦♦♦ — , EASE,yENT \ \ \ 16" CL50 DIP t t t t
....♦♦ _' _ -�\ \' r \ w/28" STEEL CARRIER
...rte■..+.+�++ t t t t WETLAND WB t t t NOTE:
by trey impacts
eath r the stream b. The stream crossing will be
��• 9
t WETLAND TEMPORARY t t t t
UTILITY IMPACT 989 SF
WETLAND TEMPORARY UTILITY IMPACT
\
PERENNIAL SRREA(CURRENTLY MAINTAINED AREA)
—y �" \t t t t t t t t
TEMPORARY WOOD BRI GE -//4 \ L=
FOR CROS$JNC .`' \
t ..F t_ \
\ /\ WETLAND TEMPORARY CONSTRUCTION IMPACT
t t t t WETLAND t �/ \\ t t
TtMPORAf'�Y (CURRENTLY MAINTAINED AREA)
\
CONSTRUCTION \ SSMH-29 \
t t t t t IMPACT 501 SFrt \\ S \\\
CONTRACTOR > \ \
TO UTILIZE
a t t t t IIVI:TLAND MATS
c
WETLAND WB \
t t (I HIS SECTION OF t t t \ \ \
WETLAND WB IS WITHIN A \ \
t WAINTAINED FIELp/LAWN)t t t \ \
CONSgyp, \\
'Q9 Y
t t t t t t
- SHEET 2
REV15101\15: NEILLS CREEK
CE GROUP
.r 301 GLENWOOD AVE. 04d') SANITARY SEWER INTERCEPTOR
' SUITE 220
RALEIGH,NC27603 20' 0 NORTH 20' 40' STREAM CROSSING IMPACT 1 PLAN VIEW
PHONE: [phone]
FAX [phone]
SCALE: 1" = 20' ANGIER, NC

STREAM LONGITUDINAL PROFILE
EXISTING
STREAM BED
16" CL50 DIP
SANITARY SEWER
JACK AND BORE
28" STEEL CARRIER
0 10 20 30 40 50
H: 1" = 20' V: 1" = 2'
E GROUP
C old)
301 GLENWOOD AVE.
SUITE 220 NORTH
RALEIGH,NC 27603 20' 0 20' 40'
PHONE: [phone]
FAX: [phone]
SCALE: 1" = 20'
4917
X225
60
REVISIONS:
IMPACT TOTAL
1A WETLAND TEMP. UTILITY IMPACT
CURRENTLY MAINTAINED AREA
989 SF 0.0227 AC
1 B WETLAND TEMP. CONST. IMPACT
CURRENTLY MAINTAINED AREA
501 SF 0.0115 AC
SHEET 3
NEILLS CREEK
SANITARY SEWER INTERCEPTOR
STREAM CROSSING IMPACT 1 PROFILE
ANGIER, NC

ommmmmmmommmom
i SSMH-u1
/• k t K t K K
i
/• t K K t K
/ WETLAND TEMPORARY r
UTILITY IMPACT 4,471 SF A,
k t t K t
If t t K K t t � \jrv�
t t k k K WEKTLAND WB
Y#,�eYy#may
r tie, WV`SI�
WETLAND TEMPbRARY
CONSTRUCTION IMPACT
2,257 SF
WETLAND WB
WETLAND TEMPORARY
✓ ###
UTILITY IMPACT
K K K K t t K t t t t k t
i 'vv�`YY'ri
t t K t t K t K t t t t t#° WETLAND TEMPORARY
CONSTRUCTION IMPACT
\
t K t k K t t K K k K k K t t K F F k
r
IMPACT TOTAL
CE GROUP
old)
301 GLENWOOD AVE. a
SUITE 220
RALEIGH,NC 27603 NORTH
20' Q 20' 40'
PHONE: [phone]
FAX [phone]
SCALE: 1" = 20'
2A WETLAND TIrMPUT
. ILiTY IMPACT
14,471 SF
0.1Q26 AC
2B WETLAND TEMP. CONST. IMPACT
12,257 SF
10.0518 AC
SHEET 4
REV1510NS: NEILLS CREEK
SANITARY SEWER INTERCEPTOR
WETLAND 1 M PACT 2
ANCIER, NC

CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
old)
20' 0 NORTH 20' 40'
SCALE: 1" = 20'
REV15IONS:
IMPACT TOTAL
3A WETLAND TEMP. UTILITY IMPACT1
125 SF 0.0258 AC
3B WETLAND TEMP. CONST. IMPACT
1 613 SF 0.0141 AC
WETLAND TEMPORARY
UTILITY IMPACT
WETLAND TEMPORARY
CONSTRUCTION IMPACT
SHEET 5
NEILLS CREEK
SANITARY SEWER INTERCEPTOR
WETLAND 1 M PACT 3
ANGIER, NC

0
k WETLAND WB
k k
k
t
k
k
k
k
20' SANITARY SEWER EASEMENT
INTERMITTENT STREAM
TEMPORARY UTILITY IMPACT
30 LF, 88 SF
/ v
v
RETURN STREAM / / �♦ 4
k WETLAND WA k EMBANKMENT TO ORIGIWAL
100 -YR FLOOD PLAIN /
/ • r■■♦ •
/ SSMHH-40
/ J ,.♦♦ •ice ' f' .r■r.■■i&
/ ♦♦ � '` � Arrrrrrrrr�
♦♦♦ 30' SANITARY SEWER EASEMENT
/ - 20' TEMPORARY CONSTRUCTION EASEMENT
--TEMPORARY WOOD BRIDGE
"w♦ FOR CROSSING
k k k CONTOURS AND,,NAT,4VITH ♦♦ • ♦r' I
COIR MATTINgr ■■rr ��
10' TE RA`I
/ • /
/err♦ / /
`i // // / 20' TEMPORARY CONSTRUCTION EASEMENT
R P
CEG OU ,
301 GLENWOOD AVE.
SUITE 220 NORTH
RALEIGH,NC 27603 20' 0 20 40'
PHONE: [phone]
FAX [phone]
SCALE: 1" = 20'
V
k k �
CONSTRUCTION EASEMENT
k k WMAND Wt k /
REVISIONS:
IMPACT TOTAL
TEMP. UTILITY IMPACT 88 SF / 0.002 AC. 130 LF
SHEET 6
NEILLS CREEK
SANITARY SEWER INTERCEPTOR
STREAM CROSSING IMPACT 4 PLAN VIEW
ANGIER, NC
vvvvvvvvv
vvvvvvvvv
vvvvvvvvv
STREAM TEMPORARY
vvvvvvvvv
vvvvvvvvv
UTILITY IMPACT
vvvvvvvvv
SHEET 6
NEILLS CREEK
SANITARY SEWER INTERCEPTOR
STREAM CROSSING IMPACT 4 PLAN VIEW
ANGIER, NC

0 10 20 30 40 50 60 70 80 90 100
H:1"=20' V:1"=2'
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
old)
20' 0 NORTH 20' 40'
SCALE: 1" = 20'
REV1510N5:
IMPACT TOTAL
INTERMITTENT STREAM TEMP. UTILITY IMPACT
88 SF / 0.002 AC.
130 LF
SHEET 7
NEILLS CREEK
SANITARY SEWER INTERCEPTOR
STREAM CROSSING IMPACT 4 PROFILE
ANGIER, NC

n
WETLAND
�s TEMPORA �
UTILlI '
I4PACT
AINTAINED)
/ 4 SF
j� 20' UTILITY
!\ SEMENT
v
WRTLAND /
TEMPORARY /
CONSTRUCTION
IMPAd 314 SF /
is 5A1/
' WETLAND
*/TEMPO*RARY
�, UTILITY
x: ,X IMPACT 15
WETLAND TEMPORARY /
CONSTRUCTION /
IMPACT (MAINTAINED) /
165 SF /
\ A
CE GROUP 0
301 GLENWOOD AVE. ,
SUITE 220 NORTH
RALEIGH,NC 27603 20' 0 20 40'
PHONE: [phone]
FAX [phone]
SCALE: 1" = 20'
WETLAND WD
IMPACT TOTAL
5A1 WETLAND TEMP. UTILITY IMPACT
158 SF
0.0036 AC
5131 WETLAND TEMP. CONSTRUCTION IMPACT
314 SF
0.0072 AC
5A2 WETLAND TEMP, UTILITY IMPACT
CURRENTLY MAINTAINED AREA
44 SF
0.0001 AC
5132 WETLAND TEMP. CONSTRUCTION IMPACT
(CURRENTLY MAINTAINED AREA)
165 SF
r.0038 AC
NOTE: No stream impacts are proposed. The stream crossing will be
achieved by boring beneath the stream bed.
WETLAND TEMPORARY
UTILITY IMPACT
P*
WETLAND TEMPORARY
MIX> CONSTRUCTION IMPACT
/ WETLAND TEMPORARY UTILITY IMPACT
/ (CURRENTLY MAINTAINED AREA)
\ / WETLAND TEMPORARY CONSTRUCTION IMPACT
10' TEMPORARY (CURRENTLY MAINTAINED AREA)
i'' CONSTRUCTION EASEMENT
\
SSMH-46\ \\ SHEET 8
REV15101\15: NEILLS CREEK
SANITARY SEWER INTERCEPTOR
STREAM CROSSING IMPACT 5 PLAN VIEW
ANGIER9 NC

260
255
250
246
0 10 20 30 40 50 60 70 80 90 100
SHEET 9
CE GROUP , �V151ONS: NEILLS CREEK
301 GLENWOOD AVE. , SANITARY SEWER INTERCEPTOR
SUITE 220
RALEIGH,NC2720� 0 NORTH 20, 40' STREAM CROSSING IMPACT 5 PROFILE
r. PHONE: [phone]
FAX [phone] AN G I E R NC
SCAT F• v = q(1' !