20201259 Ver 1_USACE RAI Response_20201105

ENGINEERING | DESIGN | TECHNOLOGY
5410 Trinity Road
Suite 102
Raleigh, NC 27607

P 919.866.4951
F 919.859.5663
www.timmons.com

November 5, 2020

David Bailey
U.S. Army Corps of Engineers – Wilmington District
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587

Re: Response to Request for Additional Information
401 Assemblage
SAW-2020-01270
(Approx. 272.2 acres)
Wake County, North Carolina

Dear Mr. Bailey,

On behalf of RST Development, LLC we are providing a response to the Request for Additional
Information (RAI) email received October 6, 2020 for 401 Assemblage, an approximately 272.2 -
acre site located at 7509 Fayetteville Road, in Garner, Wake County, North Carolina (the Site).
The comments are outlined below in italics, with our response below.
1) The proposed project would install roads and utilities to access uplands for the construction
of residential dwellings. The need for such access is not disputed, however you have not
demonstrated avoidance and minimization to the maximum extent practicable as required by
NWP General Conditions 23(a) and (b):
a. You propose to place fill in Stream A (Culvert 3000) for a road crossing that does not
have a clear purpose and need, as no development is proposed on the adjacent
property. Further, the adjacent property has not been evaluated for the occurrence of
potential waters of the US. Please re-design the project to abide by NWP General
Conditions 23(a) and (b) by removing this crossing, or provide documentation that
such avoidance and minimization measures are not practicable (i.e. available and
capable of being done after taking into consideration cost, existing technology, and
logistics in light of overall project purposes). If development is proposed on the
adjacent property, please update the plans accordingly and provide the appropriate
information for our review documenting the evaluation of this property for the
occurrence of potential waters of the US (including possible on-site verification);
This impact has been removed as the Town of Garner has agreed to accept a fee-in-lieu
and a road stub which does not overlap with Stream A. It is anticipated that future
development of the adjoining property by others may require construction of this

crossing. This project and associated impact would be permitted as a separate single
and complete project for the adjoining property.
b. Could the aerial sewer crossing be designed in a location that does not contain
wetlands? Please re-design accordingly, or provide documentation that such
avoidance and minimization measures are not practicable;
The proposed aerial crossing location was determined to be necessary to provide
adequate flow and service for this portion of the site. Relocation of the line is not
feasible as it would not allow for proper function of the gravity line.
2) Overall plan sheet comments:
a. Label the streams/wetlands/ponds consistently with the field-approved delineation map
on the “Existing Conditions”, “Detailed Site Plan”, and “Environmental Impact 1-4
Plan and Profile” plan sheets to avoid confusion;
Plans updated accordingly.
b. The “Existing Conditions” plan sheets do not differentially label the ponds from the
wetlands, and some of the streams are not shown (e.g. Stream N) and/or labeled (e.g.
Streams L2 and M2);
Plans updated accordingly.
c. Please clearly label the proposed crossings on the “Overall Wetland & Stream
Impacts” and “Detailed Site Plan” sheets to match the “Environmental Impact Plan
and Profile” detail sheets;
Plans updated accordingly.
d. The “Detailed Site Plan” sheets appear to show greenways or pedestrian trails that
would cross streams and wetlands. Please elaborate on any such plans, and provide
details to enable evaluation of any direct or indirect impacts to aquatic resources
associated with these facilities;
The proposed project will include four (4) greenway crossings. The proposed greenway
will be an 8-ft wide mulch greenway with 2-ft shoulders. Each crossing is required to
accommodate connectivity, and the locations reflect the limited crossing options due
to the orientation of on-site streams, wetlands, and property boundaries. Crossings were
sited to maximize avoidance of wetland, stream, and buffer impacts, prioritizing areas
with the smallest amount (or no) wetland impact, straight sections of stream, and
perpendicular orientation.
Culverts are proposed at two crossing locations for crossing stability (Impact 5 & 6,
Sheet CWI-1.12 and 1.13). The remaining two crossings (Impact 4 and 7, Sheets CWI-
1.11 and 1.14) were proposed as boardwalks due to stream impact limitations.

Greenway Crossing Impact 4 was located based on existing lot requirements, wetland
size, and stream alignment. The crossing utilizes a boardwalk design to avoid stream
and wetland impacts. The feasibility of overlapping the greenway with the sewer
corridor was investigated but determined not viable as it poses a safety risk due to the
potential for climbing on the sewer line.
Greenway Crossing Impacts 5 and 6 were sited at narrow and straight segments of
stream with no wetlands. Headwalls were used to limit the necessary stream and buffer
impact. Shifting the crossing up or down-stream, and/or continuing the greenway
parallel to the stream would result in wetland impact.
Greenway Crossing Impact 7 was utilizes a boardwalk and avoids wetland and stream
impacts.
An additional Greenway Crossing was avoided by keeping the eastern portion of the
greenway along the north side of Stream A rather than crossing it a second time.
Please see sheets CWI-1.11 through CWI-1.14 for more details.
3) “Environmental Impact 1-4 Plan and Profile” sheet comments:
a. Sheet Nos. CWI-1.8, CWI-1.9, and CWI-1.10:
i. Since more than one culvert pipe is proposed, and in order to comply with NWP
29 Regional Condition 3.6.2, one pipe should act as the low flow pipe (lined up
with the thalweg of the existing stream channel) and the other pipe should act
as the high flow culvert (only receiving bank‐full flows). High flow culverts
are typically designed by placing its invert at bankfull level, or at least a foot
or two above the existing stream bed. Please amend the design accordingly;
The project engineers have confirmed the actual inlet and outlet will fall at the
lowest portion of the stream. Due to software conflicts, the locations of the
profiles at this crossing are off-set approximately 0.5-ft from the actual inlet
and outlet locations.
ii. Are rip rap dissipater pads proposed at the end of any of the culverts? If so,
itemize these impacts for each crossing on the PCN and plans. Also, add the rip
rap pads to the profile views of each crossing shown along the proposed culvert.
Further, specify whether or not any rip rap in the stream bed will be keyed into
the stream bed.
The plans have been updated to display riprap dissipator pads, which will be
keyed into the stream. The size and location of the dissipator pads was
determined through stream flow analysis and resulting coverage needed to
prevent erosion.
b. Sheet No. CWI-1.8: The profile view along the culvert (Culvert 1000 Profile) on this
sheet appears to match the crossing plan view shown on Sheet No. CWI-1.9. Please

ensure that all plan, profile, and cross-section views are consistent to one particular
proposed crossing on each detail sheet;
Plans updated accordingly.
c. Sheet No. CWI-1.9:
i. The profile view along the culvert (Culvert 2000 Profile) on this sheet appears
to match to the crossing plan view shown on Sheet No. CWI-1.8. Please ensure
that all plan, profile, and cross-section views are consistent to one particular
proposed crossing on each detail sheet;
Plans updated accordingly.
ii. Given the steep slope (5.95%) of the proposed culvert, we are concerned that
this stream would be subject to headcutting above the proposed culvert given
the proposed 1 foot invert burial. Please confirm with NCDWR regarding
whether or not culvert burial is required/advisable in this situation. If burial of
the culvert pipe is not advised, please redesign accordingly and update the PCN
and applicable plansheets;
Timmons Group contacted Rick Trone of DWR for guidance regarding culvert
burial. Mr. Trone obtained guidance from Wildlife Resources and confirmed in
this situation it would be advisable not to bury the culvert. The design has been
updated accordingly.
d. Sheet No. CWI-1.10 (If item 1) a. above can be satisfied):
i. The upstream end of the culvert does not align directly with the stream channel
and the downstream end of the culvert appears to outlet into a stream bank. It
is reasonable to expect severe bank erosion in these areas during high flows.
Please re-design the culverts to align with the up and downstream stream bed
to avoid indirect impacts of erosion and sediment loading into the streams.
N/A, crossing removed.
ii. If slight re-alignments of the stream channel are necessary at either end of the
culvert, please include proposed cross sections of the stream re-alignment,
include the stream impact footprint and the proposed channel alignment on the
plans, and itemize the length of stream impacted as a permanent impact (will
be considered a functional loss) on the PCN;
N/A, crossing removed.
e. Sheet No. CWI-1.11:
i. Include the location of the wetland boundaries on the profile view;

Plans updated accordingly.
ii. If item 1)b. above can be satisfied, please provide additional detail regarding
the support structures in wetlands; structures other than driven piles may be
considered a permanent impact. Further, detail/show the width of the
permanently maintained corridor and associated acreage within wetlands, as
we may require compensatory mitigation for such permanent conversion of
wetland type if the total impacts to wetlands exceeds 0.1 acre;
The proposed aerial sewer line will be supported by concrete piers, with a
permanent 30-ft wide maintenance corridor. The proposed support piers were
determined by the engineer as suitable supports based on subgrade conditions
on-site. The piles will require manual installation.
4) The proposed wetland impacts on Sheets CW1-1.8 and CWI-1.9 include fill in the majority of
these small wetland units. Given the small size of the wetlands in question, the fact that the
drainage area for Wetland E2 would be rerouted due to the proposed grading (Sheet CW1-
1.8), and because site construction activities would heavily impact the remaining areas of
Wetland H2 (Sheet CW1-1.9), the Corps would consider the remainder of the wetlands as an
indirect loss of wetland function (per NWP General Conditions “District Engineers
Decision”). As such, the proposed wetland loss due to direct and indirect impacts would
include the entirety of Wetland E2, and the entirety of Wetland H2 on the south side of Stream
C and the portion of Wetland H2 whose drainage area is cutoff by the proposed headwall;
Wetland impacts were adjusted per additional email correspondence dated October 7th,
clarifying the location of indirect loss of function.
Based on the agreed upon area, the proposed project is anticipated to result in 215-sq ft of
indirect loss of function impact to wetland E2 and 957-sq ft of indirect loss of function impact
to wetland H2. The total combined direct permanent impact (0.06-acres), indirect wetland
impact (0.03-acres), and temporary impact with wetland type conversion (utility line, 0.07-
acres) for the proposed project is 0.16-acres. See Impacts Table on Sheet CWI-1.7.
5) Based on relative aquatic function, the following compensatory mitigation ratios are
justified:
a. 2:1 for Stream A
Per additional email correspondence on October 7th, the following mitigation ratios are
proposed based on relative aquatic function:
• 2:1 for Stream A, with the exception of the ~75 lf of low quality channel
immediately upslope of the existing culvert which is justified at 1:1;
• 1:1 for permanent/indirect loss to Stream C and Wetlands E2 and H2, and
permanent conversion of Wetland J

b. 1:1 for permanent/indirect loss to Stream C and Wetlands E2 and H2, and permanent
conversion of Wetland J;
The total combined direct permanent wetland impact, indirect wetland impact, and
permanent wetland type conversion (utility line) for the proposed project is 0.17-acres.
Updated mitigation credit Statements of Availability and DMS Acceptance Letter are
attached. Please see Sheet CWI-1.7 for an updated Impacts Table.
6) Given that the proposed project activities occur in the vicinity of resources potentially eligible
for the National Register of Historic Places, I have initiated consultation with the State
Historic Preservation Office; they require up to 30 days to respond to our coordination
request. Please note that I cannot verify the use of any Nationwide Permit until consultation
pertaining to Section 106 of the National Historic Preservation Act is complete;
No response required. Please let us know if/when comments are received from the State
Historic Preservation Office.
Please review the updated Impact Maps and contact Lauren Norris-Heflin at [phone] or
[e-mail] if additional information is required.

Sincerely,
Timmons Group

Lauren Norris-Heflin
Environmental Project Manager

Enclosure
CC Rick Trone, NC DEQ Division of Water Resources

N/FJUSTIN DANIEL STANLEYAND AMBER MEGHAN HARRISPIN: 0790410437DB 15071, PG 2120N/F
JUSTIN DANIEL STANLEYPIN: 0790314821DB 16754, PG 2440T
TC
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.10/27/2020
401 ASSEMBLAGEGARNER, WAKE COUNTY, NORTH CAROLINA44075

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
MVZ
CWI-0.0 COVERVICINITY MAPNAD83
1" = 1000'
ENVIRONMENTAL IMPACTS
GARNER, WAKE COUNTY, NORTH CAROLINA
401 ASSEMBLAGE
SITE
NOTES:
1.BOUNDARY INFORMATION TAKE FROM SURVEY BY
TIMMONS GROUP DATED JAN 15, 2020.
2.TOPOGRAPHIC INFORMATION COMBINED FROM
WAKE COUNTY GIS AND SURVEY BY TIMMONS
GROUP DATED JUN 30, 2020.
3.PRELIMINARY STREAMS & WETLAND DELINEATION
BY TIMMONS GROUP DATED JULY 27, 2020.
4.PER FIRM MAP #3720079000J DATED 05/02/2006
AND FIRM MAP #3720069900J DATE 05/02/2006,
THERE ARE NO FEMA DESIGNATED FLOOD AREAS
ON THIS SITE.
5.ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH TOWN OF GARNER AND NCDOT STANDARDS
AND SPECIFICATIONS.
HWY 401 - FAYETTEVILLE
R
D
TEN TEN
RDLAKE WHEELER RDNORF
OLK S
O
UT
HE
R
N
RAIL
R
OA
D
N/A
SITE DATA TABLE:
TOTAL AREA: 277.43 ACRES
TOTAL WETLANDS: 5.29 ACRES (230,534 SF)
TOTAL STREAMS: 21,992 LF
TOTAL PROPOSED IMPERVIOUS: 116.52 ACRES (42.0%)
Sheet List Table
Sheet Number Sheet Title
CWI-0.0 COVER
CWI-1.1 EXISTING CONDITIONS OVERALL
CWI-1.2 DETAILED EXISTING CONDITIONS SHEET 1 OF 2
CWI-1.3 DETAILED EXISTING CONDITIONS SHEET 2 OF 2
CWI-1.4 OVERALL WETLAND & STREAM IMPACTS
CWI-1.5 DETAILED SITE PLAN SHEET 1 OF 2
CWI-1.6 DETAILED SITE PLAN SHEET 2 OF 2
CWI-1.7 WETLAND AND STREAM IMPACT TABLE
CWI-1.8 ENVIRONMENTAL IMPACT 1 PLAN AND PROFILE
CWI-1.9 ENVIRONMENTAL IMPACT 2 PLAN AND PROFILE
CWI-1.10 ENVIRONMENTAL IMPACT 3 PLAN AND PROFILE
CWI-1.11 ENVIRONMENTAL IMPACT 4
CWI-1.12 ENVIRONMENTAL IMPACT 5
CWI-1.13 ENVIRONMENTAL IMPACT 6
CWI-1.14 ENVIRONMENTAL IMPACT 7
WW
WW
WSAN SANSAN SANSAN
SAN
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
50410297.42IR CPP B 33INCH
50411295.38IR CPP E 33INCHN/FJUSTIN DANIEL STANLEYAND AMBER MEGHAN HARRISPIN: 0790410437DB 15071, PG 2120N/FJUSTIN DANIEL STANLEYPIN: 0790314821DB 16754, PG 2440US-401FAYETTEVILLE RDT
TC
STREAM L
TOP OF BANK
STREAM A
TOP OF BANK
WETLAND Z
WETLAND A2
WETLAND C2
WETLAND D2
WETLAND E2
WETLAND J2
WETLAND F2
WETLAND H2
WETLAND I2
WETLAND Q
WETLAND R, S, T, & U WETLAND W & X
WETLAND Y
WETLAND J
WETLAND I
STREAM O
STREAM N
STREAM C
WETLAND V
STREAM G
WETLAND K2
STREAM P
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.10/27/2020
401 ASSEMBLAGEGARNER, WAKE COUNTY, NORTH CAROLINA44075

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
MVZ
CWI-1.1 EXISTING CONDITIONS OVERALLNAD 83LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
FLOODPLAIN
PROPOSED DRAIN EASEMENT
WETLANDS
0
SCALE 1"=500'
1000'500'
1"=500'
SITE DATA TABLE:
TOTAL AREA: 277.43 ACRES
TOTAL WETLANDS: 5.29 ACRES (230,534 SF)
TOTAL STREAMS: 21,992 LF
TOTAL PROPOSED IMPERVIOUS: 116.52 ACRES (42.0%)
WWSANSAN
S
S
S
X
XN/FJUSTIN DANIEL STANLEYAND AMBER MEGHAN HARRISPIN: 0790410437DB 15071, PG 2120N/FJUSTIN DANIEL STANLEYPIN: 0790314821DB 16754, PG 2440T
TC
STREAM L
TOP OF BANK
STREAM A37035535535
5
345
335320350350
375
390
360
350 34033
5
330
320
320
31
0
3
05
295
3
45
370
36034
5335335335 325325
335340350
34037
5380
305290
300
295
285
275
300
31
0300280260290300305315
310285290
295
300
285275
300WETLAND Z
WETLAND A2
WETLAND B2
WETLAND D2
WETLAND E2
WETLAND J2
WETLAND J
WETLAND I
STREAM O
STREAM N
STREAM K
WETLAND K2
MATCHLINE
MATCHLINE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.10/27/2020
401 ASSEMBLAGEGARNER, WAKE COUNTY, NORTH CAROLINA44075

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
MVZ
CWI-1.2 DETAILED EXISTING CONDITIONS SHEET 1 OF 2NAD 83LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
FLOODPLAIN
PROPOSED DRAIN EASEMENT
WETLANDS
0
SCALE 1"=300'
600'300'
1"=300'
WWSAN SANSAN
SAN
SANS
S
S
S
S
S
S
S
S
S
S
50410297.42IR CPP B 33INCH
50411295.38IR CPP E 33INCH
X
XSTREAM F
STREAM B
TOP OF BANK
STREAM A
TOP OF BANK
360
355355355
360
350 34033
5
330
320
320
3
1
0
3
05
295
3
4
5
345
375370 365360355350
3
4
5 34033
0
320315325
315
320
3303403403503
5
5
360365370375
340
325
310
300
290
325320
300305285285300305295 280290
300350
3
5
0
3
5
5
345
350
3003
1
5
315320320
32
0
WETLAND B2
WETLAND C2
WETLAND D2
WETLAND E2
WETLAND J2
WETLAND F2
WETLAND H2
WETLAND I2
WETLAND Q
WETLAND R, S, T, & U
WETLAND W & X
WETLAND Y
WETLAND I
STREAM O
STREAM N
WETLAND G2
STREAM M2
STREAM L2
STREAM C
WETLAND V
STREAM G
WETLAND K2
STREAM P
STREAM E
MATCHLINE
MATCHLINE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.10/27/2020
401 ASSEMBLAGEGARNER, WAKE COUNTY, NORTH CAROLINA44075

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
MVZ
CWI-1.3 DETAILED EXISTING CONDITIONS SHEET 2 OF 2NAD 83LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
FLOODPLAIN
PROPOSED DRAIN EASEMENT
WETLANDS
0
SCALE 1"=300'
600'300'
1"=300'
WW
WW
WSAN SANSAN SANSAN
SAN
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
50410297.42IR CPP B 33INCH
50411295.38IR CPP E 33INCHN/FJUSTIN DANIEL STANLEYAND AMBER MEGHAN HARRISPIN: 0790410437DB 15071, PG 2120N/FJUSTIN DANIEL STANLEYPIN: 0790314821DB 16754, PG 2440US-401FAYETTEVILLE RDT
TC
ROS 4-1
CS 4-1
ROS 5-2
ROS 1-1
CS 1-1
CS 1-2CS 3-1
ROS 3-1
CS 5-4
ROS 5-4
ROS 4-4 ROS 4-6
ROS 5-7
ROS 5-10
CS 5-5
CS 5-7
CS 1-3
ROS 1-2
CS 4-3
CS 4-2
CS 5-1
CS 4-8
ROS 5-3
CS 4-5
ROS 4-5
CS 4-9
ROS 4-7
ROS 5-5
CS 5-11
ROS 5-8
CS 5-13 CS 5-9
CS 5-6
CS 5-8
CS 4-7
CS 3-3
CS 3-2
ROS 5-1
CS 4-6
ROS 2-3
ROS 2-2
ROS 2-1
CS 5-2
CS 5-3
ROS 5-6
APTS
ROS 4-3
ROS 1-3 XXXX
X
X
X
XXX
X
XX
X
CS 4-4
CS 5-10
ROS 5-9
CS 5-12
X
X XX
X STREAM L
TOP OF BANK
STREAM A
TOP OF BANK 8''W8''
W
8''W
8''W
8''W
8''W
8
'
'W
8''W
8''W
8''WSTREAM O
STREAM N
STREAM C STREAM G
STREAM P
IMPACT 2
IMPACT 1
IMPACT 3
IMPACT 4
IMPACT 5
IMPACT 6
IMPACT 7
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.10/27/2020
401 ASSEMBLAGEGARNER, WAKE COUNTY, NORTH CAROLINA44075

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
MVZ
CWI-1.4 OVERALL WETLAND & STREAM IMPACTSNAD 83SITE DATA TABLE:
TOTAL AREA: 277.43 ACRES
TOTAL WETLANDS: 5.29 ACRES (230,534 SF)
TOTAL STREAMS: 21,992 LF
TOTAL PROPOSED IMPERVIOUS: 116.52 ACRES (42.0%)
0
SCALE 1"=500'
1000'500'
1"=500'
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - ORANGE
TEMPORARY STREAM - BLUE
30' ZONE 1 BUFFER IMPACT - PINK
20' ZONE 2 BUFFER IMPACT - YELLOW
TEMPORARY 20' ZONE 1 BUFFER IMPACT - CYAN
TEMPORARY 30' ZONE 2 BUFFER IMPACT - RED
PERMANENT STREAM - NO LOSS
WWW
WSAN
SAN SANS
S
S
S
S
50410297.42IR CPP B 33INCH
50411295.38IR CPP E 33INCH
X
XN/FJUSTIN DANIEL STANLEYAND AMBER MEGHAN HARRISPIN: 0790410437DB 15071, PG 2120N/FJUSTIN DANIEL STANLEYPIN: 0790314821DB 16754, PG 2440US-401FAYETTEVILLE RDT
TC
24" PINE
24" PINE
24" PINE
24" PINE
28" BIRCH
29" WHITE OAK
24" BIRCH 25" WHITE OAK
29" WHITE OAK
30" WHITE OAK
24" WHITE OAK
24" WHITE OAK
24" WHITE OAK
58" WHITE OAK
35" WHITE OAK
24" WHITE OAK
24" WHITE OAK
28" WHITE OAK
27" WHITE OAK
36" WHITE OAK
41" WHITE OAK
26" WHITE OAK
24" WHITE OAK
38" MAPLE
50" WHITE OAK
32" WHITE OAK
40" WHITE OAK
34" WHITE OAK
27" WHITE OAK30" WHITE OAK
29" WHITE OAK
24" WHITE OAK
30" WHITE OAK
24" WHITE OAK
ROS 4-1
CS 4-1
ROS 5-2
ROS 1-1
CS 1-1
CS 1-2CS 3-1
ROS 3-1
CS 5-4
ROS 5-4
ROS 4-4 ROS 4-6
CS 1-3
ROS 1-2
CS 4-3
CS 4-2
CS 5-1
CS 4-8
ROS 5-3
CS 4-5
ROS 4-5
ROS 4-7
CS 5-11
CS 4-7
CS 3-3
CS 3-2
ROS 5-1
CS 4-6
ROS 2-3
ROS 2-2
ROS 2-1
CS 5-2
APTS
ROS 4-3
ROS 1-3
X
XX
X
X XX
X
XX XX
X XXXXX CS 4-4
X
X
X X XXX XX
LODLOD
STREAM L
TOP OF BANK
STREAM A 6''W6''W8''W8''W
8''W 8''W8''W
8''W
8''W8''W8''W8''W
8''W
8''W
8''W
8''
W
8''W
8''W
8''W
6''W
8''W
8''W
8''W
8''WIMPACT 2
IMPACT 1
IMPACT 3
IMPACT 4
IMPACT 5
MATCHLINE
MATCHLINE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.10/27/2020
401 ASSEMBLAGEGARNER, WAKE COUNTY, NORTH CAROLINA44075

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
MVZ
CWI-1.5 DETAILED SITE PLAN SHEET 1 OF 2NAD 830
SCALE 1"=300'
600'300'
1"=300'
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - ORANGE
TEMPORARY STREAM - BLUE
30' ZONE 1 BUFFER IMPACT - PINK
20' ZONE 2 BUFFER IMPACT - YELLOW
TEMPORARY 20' ZONE 1 BUFFER IMPACT - CYAN
TEMPORARY 30' ZONE 2 BUFFER IMPACT - RED
PERMANENT STREAM - NO LOSS
WWW
SAN SANSAN
SAN
S
S
S
S
S
S
S
S
S
50410297.42IR CPP B 33INCH
50411295.38IR CPP E 33INCH
X
XROS 1-1CS 1-2CS 3-1
ROS 3-1
CS 5-4
ROS 5-4
ROS 4-4 ROS 4-6
ROS 5-7
ROS 5-10
CS 5-5
CS 5-7
CS 1-3
ROS 1-2
CS 5-1
CS 4-8
ROS 5-3
CS 4-5
ROS 4-5
CS 4-9
ROS 4-7
ROS 5-5
CS 5-11
ROS 5-8
CS 5-13
CS 5-9
CS 5-6
CS 5-8
CS 4-7
CS 3-3
CS 3-2
CS 4-6
CS 5-2
CS 5-3
ROS 5-6
ROS 4-3
ROS 1-3
XX
X XXXXX
XX
X X
X
X
CS 5-10
ROS 5-9
CS 5-12
X
X
X X
TOP OF BANK
STREAM A
TOP OF BANK 6''W8''
W 8''W8''
W
8''W 8''W 8''W
8''W
8''W
8''W
8''W
8''W
8''W 8''W8''W
8''W
8''W8''W8''W8''W8''W8''W
8''
W
8''W
S
S
S
S
S
S
S
S
S
S
SS
S
S
S S
S
S
S
S
S
S
S
S
S
S
SS
S SS
S
SS
S
SS
S
S
S
SSS
S
S
S
S
SSS
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
S
STREAM C
IMPACT 2
IMPACT 1
IMPACT 5
IMPACT 6
IMPACT 7
MATCHLINE
MATCHLINE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.10/27/2020
401 ASSEMBLAGEGARNER, WAKE COUNTY, NORTH CAROLINA44075

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
MVZ
CWI-1.6 DETAILED SITE PLAN SHEET 2 OF 2NAD 830
SCALE 1"=300'
600'300'
1"=300'
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - ORANGE
TEMPORARY STREAM - BLUE
30' ZONE 1 BUFFER IMPACT - PINK
20' ZONE 2 BUFFER IMPACT - YELLOW
TEMPORARY 20' ZONE 1 BUFFER IMPACT - CYAN
TEMPORARY 30' ZONE 2 BUFFER IMPACT - RED
PERMANENT STREAM - NO LOSS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.10/27/2020
401 ASSEMBLAGEGARNER, WAKE COUNTY, NORTH CAROLINA44075

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
MVZ
CWI-1.7 WETLAND AND STREAM IMPACT TABLEN/A
X
X
X
X
X
X
X
XXXXXXXXX57'93'27'8'34
'64'127'71'3003123053103053103053103053108''W8''W8''W8''W8''WPROPOSED
GRADE
EXISTING
GRADE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
CULVERT 2000 PROFILE
290
295
300
305
310
315
290
295
300
305
310
315
304.1300.0298.1296.5308.40310.500+00 1+00 2+00
RETAINING
WALL
RETAINING
WALL
RIPRAP
DISSIPATOR PAD
15'X30'X35'
EXISTING CULVERT
39.72' OF
30" RCP
@ 5.14%
91 LF
48" RCP
@ 6.90%
91

L
F
4
8
"

R
C
P
@

6
.
9
1
%
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
HEADWALL 2A PROFILE
310
315
320
325
310
315
320
325
319.6318.0315.9319.60318.03315.93-0+50 0+00 1+00 2+00
PROPOSED
GRADE
EXISTING
GRADE
48 inch RCP48 inch RCP
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
HEADWALL 2B PROFILE
305
310
315
320
305
310
315
320
312.7313.5312.72313.47-0+50 0+00 1+00
PROPOSED
GRADE
EXISTING
GRADE
48 inch RCP
48 inch RCP
Contractor will follow the following construction sequence:     
·Contractor shall notify the Town of Garner Public Works 48-hours
in advance of start of work during a period of time with no rain in
the forecast.
·Prior to start of work, contractor shall have all materials and
equipment on-site. For utility crossings with casings, the carrier
pipe shall be installed within the casing pipe prior to any open cut
activities.
·Contractor shall install a temporary coffer dam on the upstream
side of the proposed crossing and pump water around the open cut
area to the downstream side.
·Contractor shall place the culvert or utility casing with carrier pipe
at elevations shown on the approved plans and backfill in
accordance with Town of Garner specifications.
·Contractor shall restore channel and stabilize any disturbance
within 24-hours of start of work.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.10/27/2020
401 ASSEMBLAGEGARNER, WAKE COUNTY, NORTH CAROLINA44075

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
MVZ
CWI-1.8 ENVIRONMENTAL IMPACT 1 PLAN AND PROFILENAD 830
SCALE 1"=40'
80'40'
PROFILE SCALE
0
0
50
5
1"=40'
WETLAND IMPACT 1
PERMANENT ROAD FILL
1,520 SF
HEADWALL 2A
HEADWALL 2B
STREAM IMPACT 1
TEMPORARY FOR CONSTRUCTION
10 LF / 76 SF
STREAM IMPACT 1B
PERMANENT ROAD FILL
30 LF / 110 SF
ROAD G30' ZONE 1 IMPACT 1
PERMANENT ROAD FILL
6,191 SF
20' ZONE 2 IMPACT 1
PERMANENT ROAD FILL
4,994 SF
WETLAND E2
PERMANENT -
INDIRECT LOSS
215 SF
STREAM IMPACT 1A
PERMANENT ROAD FILL
30 LF / 289 SF
PERMANENT - NO LOSS
27 LF / 190 SF
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - ORANGE
TEMPORARY STREAM - BLUE
30' ZONE 1 BUFFER IMPACT - PINK
20' ZONE 2 BUFFER IMPACT - YELLOW
PERMANENT INDIRECT LOSS - DARK GREEN
PERMANENT STREAM - NO LOSS
STREAM A
WETLAND E2
619(C)619(C)
4,208 SF619(C)18'
6
'
104'58'234'10'2'132'
37'103'315 315
320
320
315320325320325320
325
330
320
325
330
8''W8''W8''W8''WSSSANSANHORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
CULVERT 1000 PROFILE
305
310
315
320
325
330
305
310
315
320
325
330
315.7313.8314.3313.4309.7321.48328.82325.560+25 1+00 2+00 2+25
PROPOSED
GRADE
EXISTING
GRADE
RETAINING
WALL
RETAINING
WALL RIPRAP
DISSIPATOR PAD
15'X30'X35'
132 LF
48" RCP
@ 1.27%
133 LF
48" RCP
@ 1.26%
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
HEADWALL 1A PROFILE
295
300
305
310
295
300
305
310
PROPOSED
GRADE
EXISTING
GRADE
301.3303.06306.42-0+50 0+00 1+00
48 inch RCP
48 inch RCP
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
HEADWALL 1B PROFILE
290
295
300
305
310
290
295
300
305
310
297.2295.4297.24295.39-0+50 0+00 1+00
PROPOSED
GRADE
EXISTING
GRADE
48 inch RCP
48 inch RCP
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.10/27/2020
401 ASSEMBLAGEGARNER, WAKE COUNTY, NORTH CAROLINA44075

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
MVZ
CWI-1.9 ENVIRONMENTAL IMPACT 2 PLAN AND PROFILENAD 830
SCALE 1"=40'
80'40'
PROFILE SCALE
0
0
50
5
1"=40'
ROAD
F ROAD AHEADWALL 1B
HEADWALL 1A
WETLAND IMPACT 2
PERMANENT ROAD FILL
763 SF
STREAM IMPACT 2
TEMPORARY FOR
CONSTRUCTION
10 LF / 17 SF
STREAM IMPACT 2
PERMANENT ROAD FILL
141 LF / 403 SF
PERMANENT - NO LOSS
30 LF / 86 SF
20' ZONE 2 IMPACT 2
PERMANENT ROAD FILL
7,928 SF
30' ZONE 1 IMPACT 2
PERMANENT ROAD FILL
8,597 SF
Contractor will follow the following construction sequence:     
·Contractor shall notify the Town of Garner Public Works
48-hours in advance of start of work during a period of time
with no rain in the forecast.
·Prior to start of work, contractor shall have all materials and
equipment on-site. For utility crossings with casings, the
carrier pipe shall be installed within the casing pipe prior to
any open cut activities.
·Contractor shall install a temporary coffer dam on the
upstream side of the proposed crossing and pump water
around the open cut area to the downstream side.
·Contractor shall place the culvert or utility casing with carrier
pipe at elevations shown on the approved plans and backfill
in accordance with Town of Garner specifications.
·Contractor shall restore channel and stabilize any disturbance
within 24-hours of start of work.
WETLAND IMPACT 2
PERMANENT -
INDIRECT LOSS
957 SF
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - ORANGE
TEMPORARY STREAM - BLUE
30' ZONE 1 BUFFER IMPACT - PINK
20' ZONE 2 BUFFER IMPACT - YELLOW
PERMANENT INDIRECT LOSS - DARK GREEN
PERMANENT STREAM - NO LOSS
WETLAND H2
STREAM C
69'
78'
7
8
'124'SANSAN8" DIPHORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
SEWER AERIAL PROFILE
270
275
280
285
290
295
300
305
310
270
275
280
285
290
295
300
305
310
291.2286.7284.3279.5279.0283.0301.78-0+50 0+00 1+00 2+00 3+00 3+50
295 LF
8" DIP
@ 1.02%
WETLAND BOUNDARY
WETLAND BOUNDARY
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.10/27/2020
401 ASSEMBLAGEGARNER, WAKE COUNTY, NORTH CAROLINA44075

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
MVZ
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - ORANGE
TEMPORARY STREAM - BLUE
30' ZONE 1 BUFFER IMPACT - PINK
20' ZONE 2 BUFFER IMPACT - YELLOW
PERMANENT STREAM - NO LOSS
CWI-1.10ENVIRONMENTAL IMPACT 3 PLAN AND PROFILENAD 83SCALE 1"=50'
100'50'0
PROFILE SCALE
0
0
50
5
1"=50'
20' ZONE 2 IMPACT 3
PERMANENT ROAD FILL
1,281 SF
30' ZONE 1 IMPACT 3
PERMANENT ROAD FILL
1,514 SF30' PUBLIC UTILITY EASEMENT
TEMPORARY WETLAND IMPACT 3
TEMPORARY FOR CONSTRUCTION
3,001 SF
WETLAND J
STREAM L
TEMPORARY STREAM IMPACT 3
TEMPORARY FOR CONSTRUCTION
30 LF / 303 SF
ROS 5-1
SSANJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.10/27/2020
401 ASSEMBLAGEGARNER, WAKE COUNTY, NORTH CAROLINA44075

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
MVZ
CWI-1.11ENVIRONMENTAL IMPACT 41"=50'NAD 83SCALE 1"=50'
100'50'0
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - ORANGE
TEMPORARY STREAM - BLUE
30' ZONE 1 BUFFER IMPACT - PINK
20' ZONE 2 BUFFER IMPACT - YELLOW
PERMANENT STREAM - NO LOSS
30' ZONE 1 IMPACT 4
PERMANENT GREENWAY
285 SF
20' ZONE 2 IMPACT 4
PERMANENT GREENWAY
779 SF
WETLAND IMPACT 4
PERMANENT GREENWAY CROSSING
160 SF
ENVIRONMENTAL IMPACT 4
STREAM L
WETLAND J
Contractor will follow the following construction sequence:     
·Contractor shall notify the Town of Garner Public Works 48-hours in
advance of start of work during a period of time with no rain in the
forecast.
·Prior to start of work, contractor shall have all materials and
equipment on-site. For utility crossings with casings, the carrier pipe
shall be installed within the casing pipe prior to any open cut
activities.
·Contractor shall install a temporary coffer dam on the upstream side
of the proposed crossing and pump water around the open cut area to
the downstream side.
·Contractor shall place the culvert or utility casing with carrier pipe at
elevations shown on the approved plans and backfill in accordance
with Town of Garner specifications.
·Contractor shall restore channel and stabilize any disturbance within
24-hours of start of work.
BOARDWALK
SCM
(DRY POND)
ROS 3-1
X
XXXX
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
GREENWAY CULVERT 3 PROFILE
330
335
340
345
330
335
340
345
336.1336.13-0+50 0+00 1+00
PROPOSED
GRADE
EXISTING
GRADE
RETAINING
WALL
RETAINING
WALL
17 LF
36" RCP
@ -0.07%
18 LF
36" RCP
@ 4.42%
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
GREENWAY CULVERT HEADWALL 3B PROFILE
330
335
340
345
330
335
340
345
336.2336.6336.17336.64-0+50 0+00 1+00
PROPOSED
GRADE
EXISTING
GRADE
36 inch RCP
36 inch RCP
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
GREENWAY CULVERT HEADWALL 3A PROFILE
330
335
340
345
330
335
340
345
337.5336.9337.48336.94-0+50 0+00 1+00
PROPOSED
GRADE
EXISTING
GRADE
36 inch RCP
36 inch RCP
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.10/27/2020
401 ASSEMBLAGEGARNER, WAKE COUNTY, NORTH CAROLINA44075

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
MVZ
CWI-1.12ENVIRONMENTAL IMPACT 5NAD 83SCALE 1"=50'
100'50'0
1"=50'
30' ZONE 1 IMPACT 5
PERMANENT GREENWAY
1,738 SF
20' ZONE 2 IMPACT 5
PERMANENT GREENWAY
1,705 SF
ENVIRONMENTAL IMPACT 5
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - ORANGE
TEMPORARY STREAM - BLUE
30' ZONE 1 BUFFER IMPACT - PINK
20' ZONE 2 BUFFER IMPACT - YELLOW
PERMANENT STREAM - NO LOSS
STREAM A
Contractor will follow the following construction
sequence:     
·Contractor shall notify the Town of Garner
Public Works 48-hours in advance of start of
work during a period of time with no rain in
the forecast.
·Prior to start of work, contractor shall have all
materials and equipment on-site. For utility
crossings with casings, the carrier pipe shall
be installed within the casing pipe prior to
any open cut activities.
·Contractor shall install a temporary coffer
dam on the upstream side of the proposed
crossing and pump water around the open cut
area to the downstream side.
·Contractor shall place the culvert or utility
casing with carrier pipe at elevations shown
on the approved plans and backfill in
accordance with Town of Garner
specifications.
·Contractor shall restore channel and stabilize
any disturbance within 24-hours of start of
work.
PERMANENT STREAM IMPACT 5
PERMANENT GREENWAY
19 LF / 97 SF
315
320
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
GREENWAY CULVERT 4 PROFILE
310
315
320
325
310
315
320
325
313.9310.8313.94310.85-0+50 0+00 1+00
PROPOSED
GRADE
EXISTING
GRADE
RETAINING
WALL
RETAINING
WALL
38 LF
48" RCP
@ 2.61%
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
GREENWAY CULVERT HEADWALL 4B PROFILE
305
310
315
320
305
310
315
320
313.7312.8313.75312.82-0+50 0+00 1+00
PROPOSED
GRADE
EXISTING
GRADE 48 inch RCP
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
GREENWAY CULVERT HEADWALL 4A PROFILE
310
315
320
325
310
315
320
325
314.6314.60-0+50 0+00 1+00
PROPOSED
GRADE
EXISTING
GRADE
48 inch RCP
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.10/27/2020
401 ASSEMBLAGEGARNER, WAKE COUNTY, NORTH CAROLINA44075

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
MVZ
CWI-1.13ENVIRONMENTAL IMPACT 61"=50'NAD 83SCALE 1"=50'
100'50'0
30' ZONE 1 IMPACT 6
PERMANENT GREENWAY
2,925 SF
20' ZONE 2 IMPACT 6
PERMANENT GREENWAY
2,042 SF
ENVIRONMENTAL IMPACT 6
PERMANENT STREAM IMPACT 6
PERMANENT GREENWAY
39 LF / 238 SF
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - ORANGE
TEMPORARY STREAM - BLUE
30' ZONE 1 BUFFER IMPACT - PINK
20' ZONE 2 BUFFER IMPACT - YELLOW
PERMANENT STREAM - NO LOSS
Contractor will follow the following construction sequence:     
·Contractor shall notify the Town of Garner Public Works
48-hours in advance of start of work during a period of time
with no rain in the forecast.
·Prior to start of work, contractor shall have all materials and
equipment on-site. For utility crossings with casings, the
carrier pipe shall be installed within the casing pipe prior to
any open cut activities.
·Contractor shall install a temporary coffer dam on the
upstream side of the proposed crossing and pump water
around the open cut area to the downstream side.
·Contractor shall place the culvert or utility casing with carrier
pipe at elevations shown on the approved plans and backfill
in accordance with Town of Garner specifications.
·Contractor shall restore channel and stabilize any disturbance
within 24-hours of start of work.
STREAM E
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.10/27/2020
401 ASSEMBLAGEGARNER, WAKE COUNTY, NORTH CAROLINA44075

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
MVZ
CWI-1.14ENVIRONMENTAL IMPACT 71"=50'NAD 830
SCALE 1"=30'
60'30'
30' ZONE 1 IMPACT 7
PERMANENT GREENWAY
677 SF
20' ZONE 2 IMPACT 7
PERMANENT GREENWAY
2,019 SF
ENVIRONMENTAL IMPACT 7
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - ORANGE
TEMPORARY STREAM - BLUE
30' ZONE 1 BUFFER IMPACT - PINK
20' ZONE 2 BUFFER IMPACT - YELLOW
PERMANENT STREAM - NO LOSS
Contractor will follow the following construction sequence:     
·Contractor shall notify the Town of Garner Public Works
48-hours in advance of start of work during a period of time
with no rain in the forecast.
·Prior to start of work, contractor shall have all materials and
equipment on-site. For utility crossings with casings, the
carrier pipe shall be installed within the casing pipe prior to
any open cut activities.
·Contractor shall install a temporary coffer dam on the
upstream side of the proposed crossing and pump water
around the open cut area to the downstream side.
·Contractor shall place the culvert or utility casing with carrier
pipe at elevations shown on the approved plans and backfill in
accordance with Town of Garner specifications.
·Contractor shall restore channel and stabilize any disturbance
within 24-hours of start of work.
STREAM FBOARDWALK

EBX Buffer Mitigation Banks
Statement of Availability November 2, 2020

NC Division of Water Resources
Stephanie Goss
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604

Re Project: 401 Assemblage

This document confirms that RST Development, LLC (Applicant) for the 401 Assemblage (Project) has
expressed an interest to utilize 37,683.00 Square Feet of Riparian Buffer Mitigation Credits from one
of the following banks, EBX-Neuse I, LLC Neuse Riparian Buffer Umbrella Mitigation Bank, RES
Neuse Buffer and Nutrient Offset Umbrella Mitigation Bank, RES Poplar Creek Buffer & Nutrient Offset
Umbrella Mitigation Bank, or EBX Upper Neuse Riparian Buffer Umbrella Mitigation Bank. Specific
bank sites that may be debited are Buffalo Branch, Selma Mill, Cedar Grove, Hatley, Ezell, Bucher,
Hannah Bridge, Stone Creek, Meadow Spring, Uzzle, Poplar Creek and Polecat, all located in HUC
03020201. As the official Bank Sponsor, EBX-Neuse I, LLC and EBX, attests to the fact that mitigation
is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
Please contact me at 919-209-1075 or [e-mail] if you have any questions.
Best,

Caitlan B. Parker
Resource Environmental Solutions, LLC
701 E. Bay Street, Suite 306
Charleston, SC 29403
Bank Sponsor – EBX-Neuse I, LLC and Environmental Banc & Exchange (EBX)

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

November 5, 2020

RST Development, LLC
168 Business Park Drive, Suite 200
Virginia Beach, VA 23462
Attn: Mr. Scott Copeland

RE: Availability of Riparian Wetland Credits for the “401 Assemblage” project
Bank Name: McClenny Acres II Mitigation Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID No. SAW-2017-02527
Riparian Wetland Credits Needed: 0.16 acres
Riparian Wetland Credits Available: 7.05 acres
Neuse 03020201 River Basin

Dear Mr. Copeland,

Wildlands Holdings III, LLC has the above-mentioned riparian wetland credits from the Falling Creek
Stream and Wetland Mitigation Bank: McClenny Acres II Mitigation Site to satisfy the mitigation
requirements related to the above-mentioned project. The project is located within the service area
(HUC 03020201) of the Bank.

Credits may be reserved for a period of 12 months upon the receipt of a non-refundable deposit of 10%
of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis.
Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then
subject to change.

An invoice for this transaction will be sent upon your request and we will reserve the credits and price
for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided – it
is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve
basis.

Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within
the completed 404 permit.

We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
[phone] x124 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,

Ashley N. Yarsinske
Wildlands Engineering, Inc.
Marketing & Credit Sales
[e-mail]
O: [phone] ext. 124
M: [phone]

Cc: Ms. Lauren Norris-Heflin, Senior Environmental Scientist, TIMMONS GROUP

November 5, 2020

Scott Copeland
RST Development, LLC
168 Business Park Drive, Suite 200
Virginia Beach, VA 23462 Expiration of Acceptance: 5/5/2021

Project: 401 Assemblage County: Wake

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
(8-digit HUC) Impact Type Impact Quantity
Neuse 03020201 Warm Stream 347

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
Asset Management Supervisor

cc: Lauren Norris-Heflin, agent