20210502 Ver 1_20220513_Response to 3rd RAI, Part 2_20220513

Staff Review Form
NORTH CAROLINA
Envlronm¢ntcl Qvofiry
Updated September 4, 2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
Yes No
ID# *
20210502
Version* 1
Is this project a public transportation project?*
Yes
• No
Reviewer List: * Stephanie Goss:eads\szgoss
Select Reviewing Office: *
Raleigh Regional Office - [phone]
Does this project require a request for payment to be sent?*
Yes
No

Project Submittal Form
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: *
For the Record Only (Courtesy Copy)
New Project
Modification/New Project with Existing ID
More Information Response
Other Agency Comments
Pre -Application Submittal
Re-Issuance\Renewal Request
Stream or Buffer Appeal
Pre -Filing Meeting Date Request was submitted on:
3/4/2021
Is this supplemental information that needs to be sent to the Corps?*
Yes No
Project Contact Information
Name:
Lauren Norris -Heflin
Who is submitting the information?
Email Address: [e-mail]
Project Information
Existing ID #:
20210502
20170001 (no dashes)
Project Name: Ferguson Property
Is this a public transportation project?
Yes
No
Existing Version:
1
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No Unknown
County (ies)
Wake
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
2022.05.13_Response to 3rd RAI, Part 2.pdf 19.23MB
Only pdf or kmz files are accepted.

Describe the attachments or
comments:
This request for additional information response includes:
• Updated forcemain location delineation map
• Updated impact maps for new forcemain route
• Response to USFWS' comments regarding sediment & erosion control
Sign and Submit
By checking the box and signing box below, I certify that:
• I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the
best of my knowledge and belief.
• I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
• I intend to electronically sign and submit the online form.
Signature:
Submittal Date: Is filled in automatically.

E . 'li c e
•
TIMMONS GROUP
May 13, 2022
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
Stephanie Goss
401 & Buffer Permitting Branch
NCDEQ — Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
Kathryn Matthews
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
551-F Pylon Drive
Raleigh, NC 27606
Dear Mr. Bailey, Ms. Goss, and Ms. Matthews,
5410 Trinity Road P 919.866.4951
Suite 102 F 919.859.5663
Raleigh, NC 27607 www.timmons.com
Re: Response to Third Request for Additional
Information — Updated Forcemain
Ferguson Property
SAW-2018-01947
(Approx. 167.5 acres)
Wake County, North Carolina
On behalf of Meritage Homes (the Applicant), Timmons Group (the Agent) is providing a response to a third
Request for Additional Information (RAI) email received on December 30, 2021 for the Ferguson Property,
an approximately 167.5-acre site located at approximately 1900 New Bethel Church Road in Garner, Wake
County, North Carolina (the Site). The first RAI was sent on June 30, 2021 and a response to the June RAI
was submitted on July 28, 2021. The second RAI was sent on August 18, 2021 and a response to the
August RAI was submitted on December 16, 2021.
A partial response was provided for this third RAI on April 15, 2022 in order to allow for review of all feasible
items while additional forcemain data was obtained. This letter repeats the previously provided information
from April 15, 2022 and adds in the awaited forcemain data for a complete response to the third RAI.
A delineation of the updated forcemain route (Attachment 1) and revised Impact Maps have been attached
(see Attachment 2) depicting the requested revisions.
As discussed during the meeting held on March 9, 2022, the forcemain has been shifted as far up -slope as
possible, taking into account long term function as well as areas where easements could be obtained. It is
not feasible to shift the forcemain further.
The shift in forcemain location has ensured the maximum amount of the proposed corridor is located outside
or on the outer edge of the 100-year floodplain, and those unavoidable impacts remaining within the
floodplain are located a significant distance from Swift Creek. Due to cost constraints, directional drilling is
only proposed in areas which are relatively undisturbed and include streams, thereby avoiding impacts to
streams and their adjacent wetlands within the 100-year floodplain. The remaining forcemain-related
ENGINEERING I DESIGN I TECHNOLOGY

impacts are Permanent Conversion to PEM impacts, consisting of Impact 6, 2,710 square feet (0.0622
acres) of impact for the segment requiring aerial sewer, and Impacts 7 and 8, temporary impact for
installation via trenching, totaling 1,214 square feet (0.0279 acres) and 2,515 square feet (0.0577 acres),
respectively.
Wetland impacts 7 (wetland G) and 8 (two wetlands E and F) consist of permanent conversion forcemain
impacts located within the 100-year floodplain but are located approximately 506-ft, 324-ft, and 305-ft,
respectively, from Swift Creek. Further, the forcemain location in these areas is immediately adjacent to an
existing residential neighborhood, overlaps with a previously disturbed area from apparent four -wheeler
activities, and stringent sedimentation and erosion control plans are proposed.
For Riparian Buffer impacts, Temporary Zone 1 impacts have been reduced from 2,243 square feet (0.0515
acres) to 2,220 square feet (0.0510 acres) and Temporary Zone 2 impacts have decreased from 5,020
square feet (0.1152 acres) to 2,374 square feet (0.0545 acres).
For compensatory mitigation, the applicant proposes to mitigate the 0.144 acres of permanent wetland
impact (from Impact Location 1) at a 2:1 ratio, the 0.030 acres of indirect potential wetland impact (from
Impact Location 1) at a 1:1 ratio, and the 0.148 acres of permanent conversion of PFO to PEM wetlands
(from Impact Location 6, 7, and 8) at a 1:1 ratio. Thus, the total amount of proposed wetland credits is
0.466. Since the only impacts to streams are temporary, no stream mitigation credits are proposed. For
buffer impacts, the applicant proposes to mitigate the 83 square feet of Zone 1 buffer impact and 2,029
square feet of Zone 2 buffer impact from Impact Location #2 at a 3:1 and 1.5:1 ratio, respectively. Mitigation
is not required for any other buffer impact. Thus, the total amount of buffer credits needed remains 249 for
Zone 1 and 3,044 for Zone 2.
The comments provided by the US Army Corps of Engineers (USACE) are outlined below in italics and are
grouped by question. Our response is below each comment. Questions previously answered contain blue
text, while newly answered questions are in green.
1) Boardwalks proposed to cross wetlands just south of Wetland Impact 1, and to cross a stream at
previously proposed Impact 4, are stated as requiring no stream/wetland impacts. However, the
updated Erosion & Sedimentation Control Plan Sheet C5.1 shows temporary pump arounds and/or
temporary gravel crossings in these locations. Please clarify, update the PCN as necessary (including
all proposed temporary impacts), and ensure all plan sets are consistent.
The temporary pump arounds for both boardwalk crossings mentioned above have been removed from
the Erosion and Sedimentation Control Plan. Additionally, both the gravel crossing and temporary
culvert have also been removed from the Erosion and Sedimentation Control Plan. No updates to the
PCN or impact maps are necessary.
2) Impact 6 includes an aerial sewer line with pilings (including footers) to be installed across wetlands.
Based on recent aerial photography this wetland area is at least partially forested. With the
understanding that this corridor would be permanently maintained, the Corps will require compensatory
mitigation at 1:1 for partial loss of wetland function (permanent conversion from forested to herbaceous
wetlands) within the wetland footprint at this impact location.
This maintenance corridor will be permanently maintained. Impact Location #6 (shown on Sheet CWI-
1.5 of the Impact Maps) has been revised to label the wetland impact as a Permanent Conversion to
PEM wetland. The compensatory mitigation plan (see above) has been revised to include the 0.062-
acres of Permanent Conversion impacts to be mitigated at a 1:1 ratio.
3) For the proposed boardwalk crossing through wetlands on Sheet CWI-1.6, please provide details on
how this boardwalk will be constructed (access and piling installation), as no impacts are currently
proposed for this area.

A detail on boardwalk construction has been included as Sheet S1 (see Attachment 1). Temporary
impacts to wetlands will be restored to pre -construction conditions.
4) Thank you for the additional information on the proposed horizontal directional drill (HDDO for the sewer
force main. Please note that I have Cc'd Kathy Matthews (USFWS) on this email as well, as this portion
of the project pertains directly to the Corps ongoing Section 7 consultation. I have included additional
questions/clarifications pertaining to the sewer force main below.:
a. Please provide additional information regarding the proposed depths of the HDD under wetlands
and streams; a profile detail is preferred. Our experience is that deeper depths under these
resources reduces the likelihood of inadvertent above -ground releases of drilling fluid;
Three locations are proposed for Horizontal Directional Drilling (HDD). These locations were chosen
based on feasibility and the presence of streams within the 100-year floodplain. Sheets C8.5 through
C8.11 of the attached Impacts Map show a profile detail of the forcemain. In areas where HDD is
proposed, the forcemain is proposed to be installed at a minimum of 6-feet below land surface under
stream and wetland areas.
b. It is noted that permanent maintenance of above -ground vegetation is not proposed within the force
main corridor. Has this detail been agreed to be the City of Raleigh, who presumably would be
responsible for the long-term maintenance of this facility? Further, how would the responsible entity
access pressure release valves and other aspects of the facility for future maintenance needs if no
maintained corridor exists?
The updated impact maps show that in all the areas in which HDD is proposed, there will be no clearing
performed within the easement area. In all other areas in which the forcemain is proposed to be installed
via an open -cut trench method, a permanent easement will be maintained. Please note that pressure
release valves are not proposed to be installed within stream or wetland areas.
The permittee does not have control over the City of Raleigh's future plans for the forcemain once
ownership is transferred. Final permits and associated requirements and limitations will be provided to
the City of Raleigh upon transfer. City of Raleigh will be notified that any deviations from approved
plans must first obtain agency approval.
Please show the entirety of the access paths, to allow confirmation that these paths do not encroach
into wetlands or other waters of the US.
The updated impact maps depict all access paths. All access paths are located within previously
delineated areas except the one connecting to Oregon Trail (see Sheet CWI-1.11).
d. In the HDD staging area proposed in wetlands on Sheets CWI-1.8 and 1.9, you state that the scour
holes will be "backfilled with a mix of drill returns and minor excavate material." Please specify that
suitable topsoil will be segregated and used as the final soil layer in this location to restore this area
to pre -construction conditions. Also, please specify the seed mix to be used to revegetate this
temporary impact area.
This detail has been added to Sheet CWI-1.8 of the Impacts Maps. The seed mix used to revegetate
this temporary impact area is the NC Piedmont FACW Mix from Ernst Seeds.
e. Please note that the Corps awaits comments from USFWS on the proposed sediment and erosion
control plan, as well as other aspects of the force main proposal, for our consideration as the
Section 7 consultation proceeds.
Acknowledged and understood. We confirm receipt of a list of project recommendations received from
the US Fish and Wildlife Service (USFWS) on May 3, 2022. This list has been reviewed and deemed

feasible if required except for the fifth bullet point regarding stormwater infrastructure discharge. SCMs
2 and 3 have been designed to allow for the smallest impact possible and therefore must discharge
treated stormwater into the riparian buffer (see CWI-1.4). Both will utilize a dissipator pad to avoid
erosion.
In response to the USFWS' question, the stormwater plan was designed for the 10 and 25 year storm
event, with additional checks for the 100 year event to ensure the system could sustain.
ePCN Section D-2, updated Wetland Impacts Table:
2. Wetland Impacts
2a. Site
#
2a1. Reason
2b.
Impact
type
2c. Type of
W.
2d. W.
name
2e.
Fnrpsted
2ft. Type of
Jurisdiction
2g.
Impact
Area (ac.)
1
Road fill and
greenway
P
Headwater
Forest
A and B
Yes
Both
0.144
1
Road fill and
greenway
P (Indirect
Impact)
Headwater
Forest
A
Yes
Both
0.030
6
Aerial Sanitary
Sewer
T
Headwater
Forest
A
Yes
Both
0.062
7
Sanitary
Forcemain
T
Bottomland
Hardwood
Forest
G
Yes
Both
0.028
8
Sanitary
Forcemain
T
Bottomland
Hardwood
Forest
E & F
Yes
Both
0.058
2g. Total Temporary Wetland Impact:
0.148 acres
2g. Total Permanent Wetland Impact:
0.144 acres
2g. Total Wetland Impact:
0.292 acres
2h. Comments:
Impact 1 consists of 0.144 acres of permanent direct impacts due to road and greenway fill and 0.030 acres
of potential permanent indirect impacts due to a loss of hydrology to portions of the wetland.
Impact 6 consists of 0.062 acres of permanent conversion of PFO to PEM wetlands due to the installation
of an aboveground sanitary sewer to connect the proposed utilities to an existing pump station.
Impacts 7 and 8 consists of 0.028 acres and 0.058-acres, respectively of temporary impact resulting in
permanent conversion of PFO to PEM wetlands due to the installation of the forcemain. The temporary
impacts will consist of clearing vegetation and grubbing roots if necessary as well as the excavation of a

trench for burial of the proposed line. Temporary matting will be used to minimize disturbance to soils within
the staging areas. The staging areas will be re -seeded as necessary using the NC Piedmont FACW Mix
from Ernst Seeds and restored to pre -construction conditions. The trench will be backfilled with excavated
material removed during excavation and/or suitable topsoil to restore to pre -construction contours.
ePCN Section D-6, updated Buffer Impacts Table:
Project is in which protected basin(s)?
Neuse
6b. Impact Type
6c. P or
T
6d.
Stream
name
6e. Buffer
mitigation
required?
6f. Zone 1
impact
(sq.ft.)
6g. Zone 2
impact
(sq.ft.)
(Impact 2) Greenway Construction
(allowable with mitigation)
P
A
Yes
83
2,029
(Impact 3) SCM Outfall (allowable upon
authorization)
P
A
No
0
22
(Impact 3) SCM Outfall (allowable upon
authorization)
T
A
No
0
130
(Impact 4) Greenway Construction
(allowable upon authorization)
P
A
No
0
484
(Impact 5) SCM Outfall (allowable upon
authorization)
P
A
No
164
0
(Impact 5) SCM Outfall (allowable upon
authorization)
T
A
No
320
264
(Impact 6) Sanitary Sewer — New Line
(deemed allowable)
T
E
No
1,900
1,681
(Impact 9) Forcemain — New Line, non-
perpendicular (allowable upon
authorization)
T
Unnamed,
off -site
stream
No
0
299
6h. Total buffer impacts:
Total Temporary Impacts: Zone 1: 2,220 Zone 2: 2,374
Total Permanent Impacts: Zone 1: 247 Zone 2: 2,535
Total Combined buffer impacts Zone 1: 2,467 Zone 2: 4,909

Please review the updated Impact Maps and contact Lauren Norris -Heflin at [phone] or
lauren.norris-heflin©timmons.com if additional information is required.
Sincerely,
Timmons Group
Lauren Norris -Heflin
Environmental Project Manager
Enclosures:
ATTACHMENT 1 Forcemain Delineation Map
ATTACHMENT 2 Updated Impact Maps
ATTACHMENT 3 S1: Boardwalk Detail
ATTACHMENT 4 USFWS Erosion & Sediment Control Recommendations

ATTACHMENT 1
FORCEMAIN DELINEATION MAP

2
perty\GIS0.MTDM
Resource
Identification
Confirmation
Resource
Description
Notes'
PFO
(sq fi)
PSS
(sq fi)
PEM
(sq fi)
POW
(sq fi)
R3
(It)
R4
(It)
R6
(It)
Ditch
(It)
Stream
(sq fi)
A
30
471
NT/NV
B
31
94
NT/NV
C
854
NT/V
D
632
NT/V
E
612
NT/V
F
1,837
NT/V
G
1,212
NT/V
H
4,639
NT/V
Total
8,932
0
854
0
30
31
0
0
565
Total
Wetland Area=
9,78
sq ft
0.22 ac
Total Stream Area =
565 q ft
0.013 a
Tot I Stream Length =
611f
'T=Tidal; NT=Nan-tidal; V=Vegeta
Scrub -Shrub Wetland, PEM=Palustn
Wetlands; R3=
ed; NV=Nan-Veg tated; PFO=Palustrine Forested Wetland, PSS Palustrine
e Emergent Wetl nd; POW= Palustrine Open Water, EIW= Estu nne Intertidal
Upper Perennia Streams; R4=Intermittent Streams;
R6 = Eph meral Streams
Legend
1..1 Project Study Limits - 6.2 Acres
Stream Buffer
© Stream Identifier
© Wetland Identifier
Flag
- Field Data Station
)Perennial Stream (R3)
Intermittent Stream (R4)
] Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
Previously Confirmed by S&EC
® Stream
Wetland
Topographic Contours
Major - 10ft
Minor- 1ft
1. Preliminary waters of the U.S. within the project study limits
have been located using submeter, Bluetooth GPS antennas by
Timmons Group.
2. Preliminary waters of the U.S. have not been confirmed by
the U.S. Army Corps of Engineers until stamped.
3. Project limits are approximate.
4. Topography based on USGS LiDAR.
5. Cowardin Stream Classifications are based on NC DWQ
Stream Identification form version 4.11.
0
350
700
Feet
1,400
•U✓t.i s'Z~ %J y jlr• Nrft
Yr'�/jjlt �' ��•rc'� 'i p�'�' �4j J• y�l�f_ • y
,� i' -�. 'a` -Tx »♦ f. .:� •p7r �* •h.- •yy Jt��• �fa Lll • .'I�w•�iih�i�•rr7� 1\' t\��S.J•,(i.•J
}0.e ti r �r ��i`:\ \..�.�„ r� f� \h, a
•", I ;S + _ ' `i' •'�'.''C ��_' 4 '�„•�.x '''.' `, �dJN Yam: ..1 _v►�= ZOLIV "V-'IG' r 1� �_r:, �:�[[\�fl.lt.. .h`Kl'y B�;� ,*.'r��r t�'Zr \ 1 %^� r. {J�'i 11
1 `• �- rl _ : .L_ c7. 'd t 1-• i'r~!t h •aC` • •/ii f \ •e•' l�• \ [d
ti .� ' • . it'.��.�' 1� a /. ��� w ��r. • h:l� t/// 1 �• \l• \ W;♦1 -4d•��
t •^- ♦ f ti Y�'f'.� 4`V I� J �.. `\ .11
it . •7 1 a/ 5 ., s •11 ��LJ 1 ♦mot J•µ. \ / N
'� •�, �r :�^ S� �1}� ra �1• /d',�571•l ft�fr. ifs : •�� ;KY�.r ��h� f1t�.\\.II{{t��k ••�.y__ ;le
1‘.
♦it;ti 1� x! . N �, r 1 t. �+ r . �i t .. e \ 1r ,•
_ �� t , ., { I,z T \^ r w• f fI _ /}
; Y r � 2 - • \\ r� .,r •i Y \ r Lr ti tf r l� f 1
At;4A RS'I t IY� fl, i ♦' 1�' d, 3 C�.�J.\C<� H , t •Al -: \ ..,1?\ ���t `.1•� Y.�fj� • > i.� .'cl. fi;, J .
Ar/'4\ r. �ti �fi; -G. 4t r •YZ V .r 'NAY S4*� '`� �)4-rt'.
(,Y 7''E�-"�rijVft) ;�4r it 4t'ti �a y�c�� �,F4; �`�5= + i t� yf \i^• i/� Z`i��i/ t �* 1� r�J]`
•: G n 1 Cs s• f
� ,,11 If�'� r•• 1, t
-..:r b q,k.'� .r+•Gf Y�,�i• I, .1....,�' A `r'cBnckR0, � t ..) �. / `uvv} ft v �1 a '_. .r•
�t �fst .rrL ivc,`,•i �t 1At` v. 41. (�'. �R(Y, .. iy- 11 .4Ati t \f` r•/t\ R 11 �Y\t I.\Y=wI
/.' • .r',,. '.. 44. • r •fi''-� �r�"k w� 3i ilY�{.�*. s� �;� _ �'"M'5� � •4 t�Cb.. r \.� i�� \f II
a,
0
DATE
04/04/2022
DRAWN BY
C. LEATON
DESIGNED BY
C. LEATON
, inclusive, but not
purpose whatsoev
CHECKED BY m
M. GILBERT o
SCALE
1 "=700'
0
Q
2
z
0
H
Q
w
Z_
J
W
vi
w
x
H
O
cc
w
Q
cn
Q
SHEET NO.
1 of 5
co
o li
O
'CS ly
ono
aF
ono
E ..
22
o_
D
0=
=
Z
0o
F
Y
a,
E
o
m,=
X
m o
m u
a,
m
o o3
m Q
0
u
2
m
o
E

r d01.11Ullummr
0
nfmcaar
T=Tidal; NT=Nm4idal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland; PSS=Palustrine
Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland; POW. Palustrine Open Water, EIW= Estuarine Intertidal
Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
RE = Ephemeral Streams
Legend
C ,1 Project Study Limits - 6.2 Acres
Stream Buffer
© Stream Identifier
© Wetland Identifier
d Flag
$ Field Data Station
)Perennial Stream (R3)
-.Intermittent Stream (R4)
] Palustrine Emergent (PEM) Wetlands
] Palustrine Forested (PFO) Wetlands
Previously Confirmed by S&EC
® Stream
Wetland
Topographic Contours
Major - 10ft
- - - Minor - 1 ft
1. Preliminary waters of the U.S. within the project study limits
have been located using submeter, Bluetooth GPS antennas by
Timmons Group.
2. Preliminary waters of the U.S. have not been confirmed by
the U.S. Army Corps of Engineers until stamped.
3. Project limits are approximate.
4. Topography based on USGS LiDAR.
5. Cowardin Stream Classifications are based on NC DWQ
Stream Identification form version 4.11.

r d01.11Ullummr
nfmcaar
• T=Ttlal; Nr=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustnre Forested Wetland; PSS Palustn,
Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland; POW- Palustrine Open Water, EIW= Estuarine Intertidal
Wetlands; R3= Upper Perennial Streams Rd Intermittent Streams;
R6 Ephemeral Streams
Legend
1. ,1 Project Study Limits - 6.2 Acres
Stream Buffer
© Stream Identifier
© Wetland Identifier
a Flag
$ Field Data Station
)Perennial Stream (R3)
Intermittent Stream (R4)
] Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
Previously Confirmed by S&EC
® Stream
®Wetland
Topographic Contours
— Major - 10ft
- - - Minor - 1ft
1. Preliminary waters of the U.S. within the project study limits
have been located using submeter, Bluetooth GPS antennas by
Timmons Group.
2. Preliminary waters of the U.S. have not been confirmed by
the U.S. Army Corps of Engineers until stamped.
3. Project limits are approximate.
4. Topography based on USGS LiDAR.
5. Cowardin Stream Classifications are based on NC DWQ
Stream Identification form version 4.11.
III 111
1is 4,111
t/(11I11If/11/, 1 r, t , I 1-1 1 \/ \ 1
111I1f11f/Ill II11111' 111.11111` 1 Il- \
III /// / 11! I I l \
111
-‘l% .A.
:
.
f1.‘I
sA
II,1 rr/ r r r l/ l- 1 1 j \+ I I::':1
1`Igll/1-11iIr//•1_r 1^l;It1\,♦.r\\•, I ,1 f;In11R1,I1,)ll I IIII��\\`�\ l
';:1/1tI 11) C (IIII I / 1 > 1 I \ _ 1 ,t• \ } \ \=,_
.l '/ .0 / I-1{111 111 j11 I L�11 1 1 1 `. 44\t t ,
• 1 '' '. I, 1 1 , I/ 111 j 1 1 1 15.,. 'I. I; F- r t t ` ` „ ' \ `\\ O `\
/ 1) .l 11 t\`l ill 1-11 1,'S 5�1t ; 1 l 1.\ `! -� \\ \,'y 11 `♦I 1
I / \11 ll 1'I \ \ 1*/1
*j 1., 1 1 1.1 tltl 1,��.y,_e \\1g:t ` I •,
tt It'1;,; r111 A11151I•,\5 \\5\151,11
151 i \ 1 I ''III 1155 5 r.t.1 I l \1 1.1 I) \
IIJ 1 !\ 1 l 1 1 1 1 5 555 \ I l 1 1 11� 1'� 1 5
• 1 5 r I 1 %,I t 1.l 1 \\\ t151 \ 5 It 11 1\ 1 ` ` ` \I
1 5r - 1 1 t ;5 '\
e *l t
!1 1`♦, I ♦1\ \I t1111"'�91.y5.5 \\`\`\♦15\5„_a
\ `
\5
1'\\
V_
5A% . �I
\\51tt.
\'\l\ t
1\I.0 k_\
\\1 \♦. \
,1 ` r, . ) -51 \'1 .5.\`,\`,,``\\,w \(.\
`C
c
2 '\
4
f1 / I \` 1 )tad\ y0\\\Ak
15 55 ) a , \.\ }�', \ ! \ 5 \ ,\ ` ` /•) •((1•r 1 c -J _ /- //,__+ - ,-t ., 1 -
-,•c : ` rtY ♦ ` \ ♦ t ♦ , \ / 1 !II1 e / ' -� / •ate t 1 I f \ / _
•
i.
. 1:O
"-- .::.1
\y\\ \L' \ \ \ 1 \ \ • 1 , / 1 1 ) 1 - _ V I I I \ 7r/// , \ `w
\\\', \\_. \ , - ,�, \ , `,\ 1(I1, / 41 `\ 17 T� - 1.- T'•, 1_�'�eYf _~`+ t I II ! ♦ `/ j/f! 5 ` `\_
\., ♦, \.\ 5• \- 1 ` \ ♦ \ 1 \ , ) \ 1 11111 / \ 1 I _ \i.�_ ,i.,./ / + `\ I I 1 I 1 r// ), / `
\t\ \ \ \ \ ,, -� 1 5l ♦ , \ ` 1 \ `\ , f ):IllIl;:%''S:::
�.`•a-A ,/' 1 ✓• 5 1 Il 1 5 ` f./'i', / `-\ +\
\ / ♦ yy , _ )t
\\♦\ A% .` .`.. 5 \ \ \ ♦ //' 1 Ij11) \ \;a ( 1 '.I -' _ _ \ 111 % `1 I., 1II IJ r -)'i"�''\
''5'
\ \ . `` =s\ ` 1, \ \ \ AA l 1 / / r 1 t / ! I I t 1 ) -t, , \•1 7-1 _) l 1 l 1 1 ) / / ! / \ - .'/\
\ 1'\ \ \L1, \ \ ` \ A, \ `A ` / / / t l \ t \ a 1 5 \ l S f / 1 I / t• ♦ / J r J J ,' C-- - s: \ \
A.S: •A• •. %_ ;I.11\
'..�• \.;1.A _. , _ ,..•\`v,�! .c ,`•, •, •` \ - JJJr a/ /111 l ♦� ♦ ` 5 ♦ ` 1` `• / Ir-/ `\r t r r
-\• ,5♦- 1cti.7i, t\, �\l.,`\ ���--`+,♦. .` \ ,` ♦ , ///1 l 5\11r 11 ♦ 1 1 \ \I \' `{ t�\ •
,♦YSI-' `/ /!/// {111 ,^\(
-dr 7r 1 1 I ` +••.,♦ \\. e`..\` k`c'``,♦\\ / �`\ •, ♦`: .: , \` .`'. , , _ (/, 1 t\` 1 \^ `\ `^ ` •5 \ ♦ \ 1,"^+�/ / r / 11 11 r 1 7 -
J. -._ • 1 5 \" \ 11 ``.. 1 \ a a 1 ♦ \ , , ,•♦ , , - \I , t 111I + \ 1 5 1 \ \ . r-r♦ r I 1 f ,.. JJ !
/ ,3 l ,'_ /♦ 1\ ,1\5` `Y\;\- .—It♦` \\`, _w:;; \♦ `\ \ ♦+ ,s. ` ♦ \.,/, "i,,,,"'
1 , \ \ 1 I•\ \ \ \ I ! I / ) II 1 1 1`- `10
✓ , S 1 / --• - - r I 1 ♦ 5 t \ . , . . \ \ \ •\ r I ! S 5 I 1 ,• •� , � \ , \ , "•♦ \ 1 / / .. I I 7 `f y .
,. 1 ,l ''•.I I1 ♦` \♦ t 1,`\ `\r'. `s,\♦, , \ , .//J 115 tt\1 \r ^\t `t ti,\ \ ` `\ , ♦` \\\♦ [[--v, \ 11i1 r✓/^\_
5 /♦ 1 11 / t^ 5♦` ✓ ,r \ ♦ \ \ \ 1 11 \ ` I -♦ •e ` •, `t V•• •� ''/' f u Ilr+^rl / /
2 l•,/ \ :+'1 1 1 \ + , , , 1 '1 `J / r 11 t 1 ,Y\ `, \ \. - , /iL �, 1` J` ' /` ` ,
/ `, \ ♦ '1'. • 1 1 f '- _.-t \`-:..\ +`, M5k \ \ \ \ \ tl_'.`\t. ./ • 1 11 ` \ ` ,\ ,:••""A••A;A'/
. \.. `^ \: \ -t `I / rb l ` ✓ \,
'1:4i ♦7=1\ w • .( / /v__\ 5 ! „`')�/--•4k.5 1 ., i \ 5(1 1 5\`♦`�I r /11 1t-k`♦ ` ♦ \ ,>-, ♦ 5 r. ,/ - '.. k
``♦IVU \rl S-5 /4 f'e' •__ _%\-`\-1 14% //, ) \.1. t 1 \ , \ `' �% 1/if / l ( \ \ , , `\ , + ,JI •' •\ , - } ':
r.,♦� ( 1 ( jyJ > - ♦_♦.' 1 _♦ �.\ \ \ \ ♦ \ \ \.\ t I•'♦_/L / ►t •
\ \ f ` ♦ 1 \ , \ \+\ I ! / /5•1. 'l t,• , - }/ _ e it ,a \ .,• \ , , / \ 1 1 1 , ,• . . l J / _,-1;
/-._I `f (\♦,+'_ 1Jr NTIi �.•_-„+'r, f \ . \,`+♦=` `�,� 5[f\i �' �IJ 1 \11\ t '\ `+� �+` ` \+ _7"� T ` ♦ •.r/ /J/ \ ♦� 1+� r/ - _
♦:�`\1 'II t r°r^♦. ..- \ \,ti ; , 1 , `-+! I�.• r+ h 1 \ ♦ 5 y, `\�` ti �`\ / ,/ \ f� r_+ .: ----
` 2J^.
�r.r , � r \� *::.:
_ . ♦ . r ,yam _
1 rr;+7 Ii \ I r t r = � •\ `!/ 1( ♦� 1 -r^ ✓ `I\ 5 t ( f, `.^� �` `J ♦ l\ q r♦- .+Te[,
/�J'+r'�1 �Jr-\7\'_�`; '`♦ / � � ♦/f•t ``�_.\\,IJ 'i,/-�5♦\� .. \_ • \\ �' _7� `,��`•-� \.�,//� \1 1•\/�^+ p`' //-___/„")// ✓ . -p_. 1 1.,,( / r+ /y Ill% 1 ♦\ ` \ ` _ .y`L .// r/5 1 • ♦•
' i/ , f// / ` ,:�\ • , ♦ t1 ,, f' }..�\ \ \ \_ .:/\__ ` .` `=`` / (1\ 1(( `\. S_.r rI ' ram.'\\
/ , \ 5 I ( /•:II . •fit 7 1 \ „? + , / t
,/r +✓j/ •♦ •\=.� - \ l- l / ! \ l I 1 `i 1 t 1 ♦lt♦ 1 \ ? ♦ ,_-_,i5'
+ +_*, , \.,, /I,i''1_111f - /-'_-+-. \ •
lj/I1_// �" \/5_ \\ _1\ r \ ♦ `„\` ♦ - + \, , , `rill 1 t.. _++r _• :::.0I1t"
\//r '/{ ! \`-/`I l 11r•a )/ r_•1t♦.1 \�.♦ . _-♦,\�\ \\-:'',//1t_, 1rrr rC \,,/ a ;_=`Y,__-`..♦11 '-\^\t♦f11ltt1\/!/ 1J/1'r♦/�+.+_', \ `♦, �v_�;�;-\11.--•:':,,'l7.1
'l^"\ cr.
'/ '/-_•_'«',r+ `.S'`♦,/).•5\5{1/ /!51-5•1` f -1 1 \1 , _�-.wr'41`` \\ ♦-`\ ^+?\11J'(tr_"-_ /• !,,\
a �'=r--_ �+,t:a-'x'-\':,_. \ + l 1 r'♦•\ 1-1 \ \\ \♦1 l;•`r/1 1^,1 ,`r- .. r' _ `, „-4..7 \ \�-�/_5111``�.i.w e•aly ♦ \y
o
•
r / _/♦•
r.F. `, ) iI I "l- t 1 I ( 1 \ \\ \ /5t , / /• •-+_\ `, _,_ -r _)) +./`^r\n`-,4,vr
•'Jr�„-/�__ _ •�„'.-'-,,\e+ .J- t /-(II. 1♦ 5\ \l /l:^,\\1 )l..♦/--) „,; .+ `�/ - f\,�. I11\�`_+ •+t_'_ `r'1 .`:M
%y::r'•,•-----=;r,,',: `\,<+\/` "' - /FDS-33Z�4-1 1 t \ 1 ' r l \ t `1 1 `:i l/___ `++ter'-+_• `..•� `\ - '1 - . ,/`S t '�,4;\
j/„r''t` \•`\ .l /'1. (\Il 1 IIII\+5\. .. ._ - . -+"_\♦ ":__=+.,`1_^\l_.r,..„T- w/,///� _+_r VJy>t• �,�` `55\. `♦`^♦ ` a`.' t/ I \ 1 -/ 'I 1 I r1 a /•ai \\ \\ `\� ``-I `__--`/-`-�-'1 4��_ ...\^ ♦, ..,` ^_`.t. r' ♦ .
\\mil \\ \ \ -+I' -\ J. ! I I / `--r *,-... __= ` \ \ \ 15 -. - .,1•,4 ^.•
/ r-- \ \I 1, 1\1),\ . ! \`\ / ) \/; 1 /; / \ \ •`
/«\ • / •, -.___ `+ \. ..�,_ ' • 1
♦ /'t /^1 -\ \ \\\11 \ •\ I lt\ 6' Ai, t 5 ,•. -/-. .• -'•,
�•. ar T r \1 \
p ' H \ t I1(I1-i,,.5 \ `J / ',\ \ ' I ` ' / \__/ -♦ Y-+✓-:.+ .cam+ -- 1 ` ♦'•�`+ . �Z
! 5h ^♦ \ t 1. t 1 \ \ . 1` 1r .• 1 \ ! / 1 , + / _ - ='✓ •�,. \ ••7c>•• / ♦ ♦ , . �. '. �.. +/ ♦ ` `vA`� 1,
..a \•s� / /1 1 -1 %.%A-\\t1 \ ♦` _// '- .+r l_/_ / / / \ /^ -- '.'.'tr 1#51" _.s \ \ - a.
`,,_.L \` r Jri/ /:..'f1/ r,' tl /+ f- ^/ / ^/„ .-. '\,/10-4 ,` � `\ , •\ S \ A\•. •11 I � - :�
1►' ,• 1- / 1 t t,• ; •.`-\`_�/. J J- rn • I/ t \ ,b/- ',, ` \\ S ,` `\ t `A�
-'`+..}w-__/ I ( L,f,-- \,, /,//' //r' l -1 I It It ,` ,..,I ter/ r/-.,-\s"/,. ` ` \ \S \•\
••ter.- 1 -t t •_% , - /1J ,I ,-/ .11J +i+.__ .r J y, % •r„, \'\, ` ; i-`1 f`_\, \ `1 vs-, �••''; 1
.J�{{••,.-i ^- +_ fI' `A- \ ,',r. ' -11'/' ', /' / ( ,s - , 1 T„•/ .: r,ti -1_.• \ \. J t \5 t- •
•
z•' /-_ - -_"= ` yt` /'` 11/' /♦ r' / rrr I /wry t' /-_\ ar/_--\ 5 s « r 1 j�
\,/ ,1J r, / I 1, .\_, /, ,1\ // r� , 1 1 A-/ \t t/ _ ♦ Sl) \\ },Ft��l ,.. ) ♦1
,J'i/,- _ -_-__ 1 _ r /, J, ti/I I 1 +-/1`'r'i1/it
1t)Q'
_-,- 1 /..',/ /-\•
/v`, ^♦. a . 7 l.;y \\t:
\ / _ 4♦
/•- "y" `v. ♦ ,\ '-i a / / /`, 1 / / I:T✓.^l , IIQI '-- 5 1 i.' p•
`t q - .' ---`' \ 1 1 \ _ / / / r ) 'i
(♦ , t , , t_�:T Wi- - ` a - • ia +.a . `. '1 r l , \ / / /' / • 1 1 I - ry /,..-/- - - -1 ..4
/,\. .._^
1 ",
f , :♦ 11
1 / 11
' ' / I
/ -\./ t`- \ ♦I
1 -t / \ �- \ •\5 ! t
'i" \ 1 1 -t\1` -- -' f_ ''`I 1I; l
\• - \ 1 1 I.
` \\ / 1\ -'ate.. • • •••1,-•t t
, ( t r --* it "A-Z ! 1,11
-),\ l-,j ' t ' _1 ♦'/'% 1`1 %1•
\ i. I,l
\ l 1•-. ` \ ,{,1\ ~•\/A /' /' ^f�♦III!
`--` \ `•
•^ ,1 ,'I 1r-:l3l/
`4)'-♦ ``' 1„✓♦_ /e• •I/
15 5` \ 11 J' .J a-1 ) r�Ilr ,')
\ \ As\ ' e -1- /1// /
\ •\- - 1 rr,I r
- .• / 5 1
l \ / .\
♦ ,, "r , .4.11
\ \ , , ' / ` — ,
. \ / r_ i•
,. ♦ _ _/1J
/ /
/ /
1 ee 1
, /

sureua AIMIIM
nfmcaar
Resource
dentificaton
PS PEM POW MIM
(s• fl1 (s• fl1 (s• R1
o®m®
MiMEEMMMZIEM
MIMEEEMMIIEM
MEIMEMMLEM
MIMEICIMMLEM
nlMEEMoESoo®ooEME�
9]66s1R
S66 9R
Stream
(s• flJ
Resource
Des crpt on
Notes'
• T=Ttlal Nr Non t tlal V Vegetatetl NV Non Vegetatetl PFO Palustrine Forested Wetland; PSS Palustrine
ScmbS hub Wetland; PEM.Palustrine Emergent Wetland; POW Palustrine Open Water, EIW Estuarine Intertidal
Wetlands R3 Upper Perennial Streams Rd Intermittent Streams
R6 Ephemeral Streams
Legend
1..1 Project Study Limits - 6.2 Acres
Stream Buffer
© Stream Identifier
© Wetland Identifier
a Flag
$ Field Data Station
)Perennial Stream (R3)
Intermittent Stream (R4)
] Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
Previously Confirmed by S&EC
® Stream
®Wetland
Topographic Contours
— Major - 10ft
- - - Minor - 1ft
1. Preliminary waters of the U.S. within the project study limits
have been located using submeter, Bluetooth GPS antennas by
Timmons Group.
2. Preliminary waters of the U.S. have not been confirmed by
the U.S. Army Corps of Engineers until stamped.
3. Project limits are approximate.
4. Topography based on USGS LiDAR.
5. Cowardin Stream Classifications are based on NC DWQ
Stream Identification form version 4.11.
50 100
200
Feet
\ \ \• -__ 1 / , ! _
le
`• ` \• V.. \ /// / 1 1 / ` en/
1 f
yy,��y� 1 f — _ \ ..tit / }J�' 1 /'.{ �• Y / (�t� \ /T \
I 43•0; 1 1 ` \ I ` ♦ -~ Y' _' ` — I 1 _ .1 \ 1. \ / \ •' • 1 F+ r 1. r ♦ ♦ ` 1 �* / "_" \ :3� \
•
/;. ; f•
// , ,r •1 ,_ 1 \K 1' " ✓\`. N. 1 7�__ k \1 t yyr :1:4
t!�\♦ t:••:‘'.1:\‘:
•
•
•
:V% . . " : 4'
[/ 9' f --^•'/ / /— - `, //;: 11 t '\ '1„\.. ll`I per-\ / ,. \ ♦ 8,
/ `f 1,-\Y: f __—__ d // / / /^/ • / \/ i A.�. t 1 t. Is \ -� 1'14. p
I �. 'J /.; — \ r // a , _ .f ' /f_• • d '•'%_ - '%♦ ; r-� '.i / %�1%F 1 1•
/ / 1 t'
•
/' _•. _` / \ 1 /II \•
/ ,. ,/ // /I //^ // 1 +• //'//J •
`, r4,.t i•
\1 ,'/�'\r/ /f�'°�' l {rl• \ I.
•
� /'' \. f-�'7-._ -/ ,r / 1' / 1 '\ 1 1 bt,! t1 I r/ / •
� 1 I j /♦ � � - i4s / .♦'L \ v� �I O� } ,uCt� � ,n ��, /
•
•
"� •6 .'Ply... •; /\_/^J / `\ \ I I / .%. , 1 1 t t I / , ♦�/II 1/ /r ?1 •"T� I •
\•r1,1 v� -'
•
\_• � \ \ _1 i7• /'/ I /+ IC r `� ♦—_./ f I_— \ I I ; \ 1 \ / 1 , .. f y ;.r". \\ .../y ` 1 \—_ _, 5.
.•.•\ �/ _l \ l -t sy1 // / I 1 ! \/ 14 1 I / -...4.;;::
1 '� ii - I r •.` �•/ r
;tom ' \ //\\ / /.C+— ......4"...
„r '{ J 1 a1 / / s/ '/;^ .f - /1., 0,445
r • y{.. ► , _/•,/,y,.. I \ .a tip. \_•_\ +r
•
\ ^• ^—\`` `_ '� ♦ !h 1\• ,t � r^♦- / //, 1/1 1 1— nJ 1\ _ I \`` , —I • Lr.. / / // r—/gf. r /s f\1 ,\ \ `tt
•
\:.D____s66:;i:,j
I/—_ 1 \^•`` 1 //^ 'JI \{ / - ' ry ;R�/f fJ , — �_ /`- \ ..4
/_/\':` �1— ^ `a r .' \ \_ 33E4 4 t�'/ —1 _ t \ •r ``\ ! ,Mc. //1• • r /'1 / `/' \ ��
�/ '\` \„_ ���= \•t\` `r • ♦ �, `'•\ \`1_/\` ,1 •\ Ill (I / -1 *..•�1' l 1 • /... l .•\ l \�///\ ♦— 1\ \\ \fi.
• '„/ ,. �/ t 1 , / __\^^__^ „ /. 1 / • 1 1\'cr t\ yr' 1, `'�Jf .� / \t .1 1 / 1_
1
1 \ / > r ! / 1 t 1 \_ r `• / es,
�-. \ / — , V �.o- 1 `} \.d J1 / / k \ •1 • / /fy
0. �� ✓/'J / f ....—^.bl I r ' _ I _` ' \• „/` ♦'"t•_ 7 11 "/ / t l 'S'.r_
1 • ♦ f 1 t\ 11 I I e .j"r f' /' // �^ \ t , \mot\ = •-•V I //' 1 /• , ,+. .. \ yT •a, /,,�I1 ^ rJ el ; l� \ 1 �, t •i,
\ J \\1 li / ../ ,/✓� _ ��' t `— / I' I I --.~ lfY`4 .� — - dl i`'r\1 ••%•4 - 1 1 1�/—'
1 \ \ \\F1 _ ♦... l /\ ♦tit / / ` /
I • \;\\` ``ti, y // /- _ •, ` \• \ ._14 / -\ \/••`_\ ., 1 1—, \\\ 33C4 3 \ /w_ •/. yrl _ / ^\e �
\\` . e //e• , — ./ •'`1 a • r \ •.,! 1— \ 1 •! •-��'tL r• � T'' I,�'/ ``^%7 � i'�: ,44
\` - 1 ^fr ,\y{'~ r,
I _ • :�``` •• '` / 1 I _ �- ,1 I f 33A4 9 / 1,, o •\ „ r`. �p1_
'j i •1 1 \
~ 1'\11
,.....
1 1111
s1111 / I \
1111 ( • 1
111/1 \ `• \t
110 . �1'/r
II11 r / NI
1f , I 1 ,,,
111^1 \• ♦ ♦ \ -66 ,• -
/• \ \. I • f\• '.4t.. r `1—\
• `i \'ice \`\`\\\`/// r�``ys;f ,'e` =` ram 41; ;\•
X1
\ \ 1 • '\\;l\ J, /r\•r/s /'ram.`-/�\\ -•• •
IJ 1 1 ' • _ _• \' t -....1
/ �, 1 / /� / �/ `R l\I 't` ~ !/ t—
• \••
/\ /t
•1
/
/
9
1
v
•
—' �/ * ) / / a. � ; I y�� _ _ _ /\ 1^ �.- �r, ' ". r'i�1" / 1 � 0 �--��� � 1.1
• „holt\L�/i� - / y/ / � +'"ry•N J \ l•J \� I^� y1 S :�.,i- I _ � _.�/• r. S�*,. r '4 rt'
;.h' ,\- _
V
1-\/ /. ♦ \1 \--/1
/\ `t / �\j\� •� •1
\
/, 'r\
♦' \ ' ♦ L•
o
•
•
110
•
•
•
•
a
41
•
•
•
0
(,)
0
O[illRIUFICX[amOuniritU
011111
DATE
04/04/2022
DRAWN BY
C. LEATON
DESIGNED BY
C. LEATON
CHECKED BY
M. GILBERT
SCALE
ce
0
ce
8 g
z
ce
JOB NUMBER
41804
SHEET NO.
4 of 5
2

r d01.11Ullummr
nfmcaar
' T=Ttlal; Nr=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland; PSS=Palustrine
Scrub-Strub Wetland; PEM=Palustrine Emergent Wetland; POW- Palustrine Open Water, EIW= Estuarine Intertidal
Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
1. ,1 Project Study Limits - 6.2 Acres
Stream Buffer
© Stream Identifier
© Wetland Identifier
a Flag
$ Field Data Station
)Perennial Stream (R3)
Intermittent Stream (R4)
] Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
Previously Confirmed by S&EC
® Stream
®Wetland
Topographic Contours
— Major - 10ft
- - - Minor - 1ft
1. Preliminary waters of the U.S. within the project study limits
have been located using submeter, Bluetooth GPS antennas by
Timmons Group.
2. Preliminary waters of the U.S. have not been confirmed by
the U.S. Army Corps of Engineers until stamped.
3. Project limits are approximate.
4. Topography based on USGS LiDAR.
5. Cowardin Stream Classifications are based on NC DWQ
Stream Identification form version 4.11.
1, I" 1 1 1 I
1r" (I I r
11111rV'1 1
1 1 1 `1 1 1 1
1j1 1111 1 I
111,I „ 1
111111
I111111111.1
JI IJf1\,1
/ 1! 1 r.M
1'1'1yJ J/!
J11 1s1 / /
.J!/i i // 1 11 \ 1
/ //r1I ! \ 1
/ 1
'1.1_I11 111 fIj1.1
'I". 111jIli- .
1' 11 % 1 t11' 11 I
1 \\ 1 ,
.1, J
`%1 �l�a 11"trl
i
1%1 i 111
\1 1 1\1 111 1 1 1 a
\�h\�11l ! 111 11f/`
"�1111.11 .10111%' at
•
— —: ''tee y

U.S. Army Corps of Engineers
WETLAND DETERMINATION DATA SHEET— Eastern Mountains and Piedmont Region
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R
OMB Control #: 0710-xxxx, Exp: Pending
Requirement Control Symbol EXEMPT:
(Authority: AR 335-15, paragraph 5-2a)
Project/Site: Ferguson Property - FM Corridor
Applicant/Owner: Meritage Homes
City/County: Garner/Wake
Investigator(s): M. Gilbert, S. Law
Landform (hillside, terrace, etc.): Crenulation
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.654859
Section, Township, Range: n/a
Sampling Date: 03-29-2022
State: NC Sampling Point: FDS-33Z4-1
Local relief (concave, convex, none): Concave Slope (%): 5-8
Long: -78.606348 Datum: NAD 83
Soil Map Unit Name: ChA: Chewacla and Wehadkee soils, 0-2% slopes, frequently flooded NWI classification: Upland
Are climatic / hydrologic conditions on the site typical for this time of year?
Yes X No (If no, explain in Remarks.)
Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X
Hydric Soil Present? Yes No X
Wetland Hydrology Present? Yes No X
Is the Sampled Area
within a Wetland?
Yes No X
Remarks:
This point was taken in a bowl at the top of a crenulation. According to the USAGE Antecedent Precipitation Tool, conditions onsite were normal with
a moderate drougth index.
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required: check all that apply)
Secondary Indicators (minimum of two required)
Surface Soil Cracks (B6)
Surface (B8)
(C2)
Imagery (C9)
(D1)
(D4)
_
Water (A1) Aquatic Plants (B14) Sparsely Vegetated Concave
_Surface _True
High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10)
_ _ _
Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16)
_ _ _
Water Marks (B1) Presence of Reduced Iron (C4) Dry -Season Water Table
_ _ _
Deposits (B2) Iron Reduction in Tilled Soils (C6) Burrows (C8)
_Sediment _Recent _Crayfish
Drift Deposits (B3) Muck Surface (C7) Saturation Visible on Aerial
_ _Thin _
Algal Mat or Crust (B4) (Explain in Remarks) or Stressed Plants
_Other _Stunted
Iron Deposits (B5) X Geomorphic Position (D2)
_
Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3)
_ _
Water -Stained Leaves (B9) Microtopographic Relief
_ _
Aquatic Fauna (B13) FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No X Depth (inches):
Wetland Hydrology Present?
Yes
No
X
Water Table Present? Yes No X Depth (inches):
Saturation Present? Yes No X Depth (inches):
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Sampling Point: FDS-33Z4-1
Tree Stratum (Plot size:
1. Liriodendron tulipifera
30 ft
2. Quercus falcate
3. Platanus occidentalis
4. Acer rubrum
5. Betula nigra
6.
Absolute
% Cover
Dominant Indicator
Species? Status
20 Yes FACU
15 Yes FACU
12 Yes FACW
8
5
No FAC
No FACW
60 =Total Cover
50% of total cover: 30 20% of total cover: 12
Sapling Stratum (Plot size: 15 ft )
1. Ilex opaca
2. Cornus florida
3. Acer rubrum
4. Liriodendron tulipifera
5. Fagus grandifolia
6.
50% of total cover:
Shrub Stratum (Plot size: 15 ft )
1. Ligustrum sinense
20 Yes FACU
15 Yes FACU
12 No FAC
10 No FACU
5 No FACU
62 =Total Cover
31 20% of total cover: 13
2. Acer rubrum
3. Elaeagnus umbellate
4. Ilex opaca
5. Fagus grandifolia
6.
15
10
10
8
8
Yes
Yes
Yes
No
No
51 =Total Cover
FACU
FAC
UPL
FACU
FACU
50% of total cover: 26 20% of total cover: 11
Herb Stratum (Plot size: 5 ft
1. Ligustrum sinense
2. Viola sororia
3. Lonicera japonica
4. Toxicodendron radicans
5. Carex blanda
6. Polystichum acrostichoides
7.
8.
9.
10.
15 Yes FACU
12 Yes FAC
10 Yes FACU
10 Yes FAC
8 No FAC
5 No FACU
60 =Total Cover
50% of total cover: 30 20% of total cover: 12
Woody Vine Stratum (Plot size: 30 ft
1. Lonicera japonica
2.
3.
4.
5.
50% of total cover:
2
No
2 =Total Cover
FACU
1 20% of total cover: 1
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 4 (A)
Total Number of Dominant
Species Across All Strata: 12 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 33.3% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species
FACW species
FAC species
FACU species
UPL species
Column Totals:
0 x 1 = 0
17
60
148
10
235
x2= 34
x3= 180
x 4 = 592
x5= 50
(A) 856 (B)
Prevalence Index = B/A =
3.64
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is <_3.01
4 - Morphological Adaptations (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub - Woody Plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb - All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody Vine - All woody vines, regardless of height.
Hydrophytic
Vegetation
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: FDS-33Z4-1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc2 Texture
0-2 10YR 4/3 100
2-8 10YR 4/4 100
8-18 10YR 5/6 100
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Loamy/Clayey
Loamy/Clayey
Loamy/Clayey
Remarks
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Histosol (A1)
_ Histic Epipedon (A2)
Black Histic (A3)
_ Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
_ Stripped Matrix (S6)
Dark Surface (S7)
Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
_ Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions (F8)
Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 122, 136)
Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
Indicators for Problematic Hydric Soils3:
2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
(MLRA 147, 148)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
_ Red Parent Material (F21)
(outside MLRA 127, 147, 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3lndicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present?
Yes No X
Remarks:
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont — Version 2.0

ATTACHMENT 2
UPDATED IMPACT MAPS

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
N
B
L
GARNER,
ENVIRONMENTAL
WAKE
COUNTY,
NORTH
IMPACTS
CAROLINA
Sheet List Table
I►►II►II I II' ►►\��
Sheet Number
Sheet Title
YOUR VISION ACHIEVED THROUGH OURS.
"11-1
$;I
; ���
--
COVER SHEET
�4 i.
CWI-1.1
WETLAND IMPACT OVERALL PLAN
itt,
CWI-1.2
WETLAND IMPACT INSET PLANo
�� ,
��'
lift
CWI-1.3
DETAILED WETLAND IMPACT PLAN
DATE
o5/04/E
�� ‘Oreei
CWI-1.4
DETAILED WETLAND IMPACT PLAN
DRAWN BY
331
TIMMONS GROUP .•.
1 �� 4�`,,''14
' '
left .
,, ,,
CWI-1.5
DETAILED WETLAND IMPACT PLAN
DESIGNED BY
331
Liiius
CWI-1.6
DETAILED WETLAND IMPACT PLAN
CHECKED BY
331
�` ;
CWI-1.7
DETAILED WETLAND IMPACT PLAN
1 SCALE
1000
v. �r ♦ RR ai
f
CWI-1.8
DETAILED WETLAND IMPACT PLAN
OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA
COVER SHEET
,• ,,`
,,, 1
1111 /111
CWI-1.9
DETAILED WETLAND IMPACT PLAN
•ami
411414111
♦
i
CWI-1.10
DETAILED WETLAND IMPACT PLAN
�•' /
CWI-1.11
BORE PIT ACCESS PATH DETAIL
����,� /
,,,� f
C8.5
OFFSITE FORCEMAIN PLAN & PROFILE
�I�
Allo
ell
or.
,
C8.6
OFFSITE FORCEMAIN PLANB & PROFILE
it i I�
•
,`
44
C8.7
OFFSIGHT FORCE MAIN PLAN & PROFILE
11
1;;�
.
/•
C8.8
OFFSIGHT FORCEMAIN PLAN & PROFILE
,
)
;,���
��;�i#
/ir..a.#4
,'
C8.9
OFFSIGHT FORCEMAIN PLAN & PROFILE
���� �-
4
C8.10
OFFSIGHT FORCEMAIN PLAN & PROFILE
�I
-Ailit-'
C8.11
OFFSITE FORCEMAIN PLAN & PROFILE
44
1104
bAildiA.
"t 141
4� �/
O4 4 , ilk
VICINITY MAP
SITE DATA TABLE:
1KHOWWhat'sbelOW.
..-....k r#0,
1" = 1000'
Callboreyou
C1�I6eforeyoudig.
TOTAL AREA: 167.53 ACRES
TOTAL WETLANDS: 6.41 ACRES (279,032 SF)
TOTAL STREAMS: 3,257 LF
]BB NOiloli
4
SHEET1804 NB.

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
.1 '
• o / —
EXISTING PUMP STATION
FOR FORCE MAIN TIE
Ai II. •
I0 /-N
->
o,,
`
44(
YOUR VISION ACHIEVED THROUGH OURS.
mei wow*
ill
y,z ..� 1S
1 CLIFFORD ROAD
SCALE 1 "=500'
� � W it
�.
Ti `
P
it,' ��= EXISTING WETLANDS iti� q% /'�
W
`�'� A A
-� 6
0 •00.`• Elt 1°011?tfte
to: STREAM AND WETLAND LOCATIONS, �.',
✓� TAKEN FROM WAKE COUNTY GIS,
/
0 500' 1000'
o
z
DAIt
05/04/2022
DR
331BY
331
DESIGNED BY
331
1 TIMMONS GROUP SURVEY, AND ' !'►� `��;.. PROPERTY BOUNDARY
TIMMONS GROUP ENVIRONMENTAL ' � �
iN / /
CHECKED BY
0 ar c_rjr......4M„,.....Hb„,*, „,,,A, /Art, 1.77 24/ ',,---,.--14011p-
Pf
litPROPOSED FORCE R1 `rI� I,,,',1�'��;,�
4\
18
j', Ty .
SCALE
1„ - soo
A/i /
fir/ 1/ MAIN EASEMENT r.� �` -��, ♦- / , vu,_F�
OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA
WETLAND IMPACT OVERALL PLAN
,
�i� :.. Ati. ./ .ilice` 6, ' f �' .= R°,�
LEGEND
(0,-
�,�
♦14 m / r I- j ,0L'
. or'�401- ' "' - l '�� �'�
NEUSE RIPARIAN BUFFER
//
/1 o S l ,�
.N.
�' �'� �''II��
`` _.'�I (milfti _�
` �� \
�� �'
f
WETLANDS
TIMMONS GROU
, ,t _-. 1/ii /�' �/ OVERHEAD POWER EASEMENT
��) EXISTING WETLANDS
14
�_ i t. x •• ,w n" `I zi i /
,'.
/' ram/ �� -
/
EXISTING WETLANDS 1 /4*,- (\. * /�,,///•
�/�,
,r''
50' STREAM BUFFER
,``y 0 'ft jIII _ ft/�%�Mk IkW" ti 4
Hilhfire 4 !
�f '� : ;r EXISTING STREAM
SITE DATA TABLE:
��. i►�Ali.do 1
�;I;'�
'Willi1
'�� .1.�:1,41'l44j� � ;�:! , �.,� ►,- i,t$';
� `_✓
TOTAL AREA: 167.53 ACRES
,
Ns ro : i%A EXISTING PUMP STATION : rb/s/J,,/ " - STREAM i / ,
�V i ■ �!'' \ . � _/`�`,,,,, � � _ ,_' i EXISTING STREAM '
`� !weal � I /� \` �. /
TOTAL WETLANDS: 6.41 ACRES (279,032 SF)
TOTAL STREAMS: 3 257 LF
/v4r�/
\ \ PROPERTY LINE 411,1V
‘..ii/._
(/
Ia�
4417/4
��
.114
$1
2- 0
' •A
i'
a itil�
Irl
��
4 vie �' EXISTING WETLANDS
ll, 50' STREAM BUFFER
-,
ice}-
-";;PROPOSED PUMP STATION
--s »> »»»>
'«zz�zzzzz: 'FOR FORCE MAIN BEGINNING
Ili
Ajjjjjjjjjjjjj;
i
/
41804
SHEET NO.

'
MT
EXISTING PUMP STATION � /' WN SCALE 1 "=1,000'
* FOR FORCEMAIN TIE IN
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
''
0 1,000' 2,000'
�'.����'%'
CLIFFORD
��iIIi II -\V/ ___
♦ ♦
/ ♦♦ /. •,.,�_ _ ��
ROAD
- WETLAND & STREAM IMPACT LEGEND:
��j
;, ,lg ,
�ill CWI-1.10 • 4
_
•• Illii \ -
milky- ' ♦
ri_
� �(�"%� PERMANENT PFO WETLANDS -GREEN
� utu
��♦ 1 /
�
��;' �1 �1j11 f`•
:EFL
TEMPORARY PFO WETLANDS - CYAN
fp, / /� _fi / \ �� \� ��C
ea
,�
=
P
PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINK
�; , \�• Ij.. -
'IIIIII-1111
TEMPORARY PEM WETLANDS DARK GREEN
i♦ i� 'all
l0 PROPOSEDis OFF -SITE FORCEMAIN d � �, \ ` �11at/i47/IIJ"
.IIIIIIpIIII
TEMPORARY PSS WETLANDS - VIOLET
YOUR VISION ACHIEVED THROUGH OURS.
-
=-IIIIII IIII
TEMPORARY POW WETLAND S DARKBLUE
Aj
•
PERMANENT (NO LOSS) STREAM - ORANGE
l�l-a
Q
ffri
km Afir oagionSTREAMS TAKEN FROM !NEW
PERMANENT STREAM RED
' �• ET HEL
z
���1
l00)- WAKE COUNTY GIS DATA, ROA, ik.!
--_-t-�---
TEMPORARY STREAM NAVY
�/� �, TIMMONS GROUP SURVEY, AND
�!`.`����, �\�1.7 _```
sink
3
30' ZONE 1 PERMANENT BUFFER IMPACT - PINK
DA,
05/C4/2022
%
10
�44 '''OI4r TIMMONS GROUP ENVIRONMENTAL i �,�
• N: ��
"#� � - /� A ��� 7
sink
3
30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN
DRAWN BY
331
IfII���;1t,%�
( ��i�i
i � -,��• CWI-1.4 4t
CWI- 1.8 ; 1%I1//��it ��,'�S�✓
���' --I /11 ��� 4'7
2
DESIGNED BY
331
:' 41)1 � i ♦
e��; Oat 111 r/ ,'/ ♦ �, ;���I�
. %' CWI 1.3
,,� f kFFFFF'rd 20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN
16 III 1!! I� ,, ft� ��,
i�l
. �
BBA
CHECKED
,i 1 h/jijjj PROPOSED TEMPORARY 10', ,��� �!":+6
I/ BORE PIT ACCESS ��
s PATH dill/
'�'?oiriiil
,'
. ° ,
LEGEND
SCALE
1„= 1000
a �c �� ,�
VI �,; ���%I, EXISTING PUMP STATION ljlfi,� ,
NEUSE RIPARIAN BUFFER
j/
OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA
WETLAND IMPACT INSET PLAN
1 /
�,'/n� •-i� t1i��,
SWIFT CREEK
CWI-1.5 )�� ��, t ♦�����������
v o';' ► 1$,'� • ��% 1
� �� / .. ♦
SITE DATA TABLE:
WETLANDS
" W� W" W� W"
�����j� �1������1�`�
CWI-1.7
� a.., :.
/�� ■.�
�• I.
11♦
��
aft'. �� �� iik�,�'i
�,
r ,,�1����I� � 1 ��;,
• �� ,���;
TOTAL AREA: 167.53 ACRES
100 YEAR FLOOD PLAIN
111111���
=Imo
..
\ \dr \�,
TIMMONS GROLJ
�#
�� ��111111
♦,-
•.� �� ���, ���.
TOTAL WETLANDS: 6.41 ACRES (279 032 SF)
����
��
�,1
��3.
�i 1��p�!���o\\ �OJ
TOTAL STREAMS: 3,257 LF
STREAM
1,...
.gr--
EXISTING
,..4-.��1.,,
,...,e Are 1111 11110F
4(0
CWI-1.6
0
,1
WETLANDS `
/4
$° g
% ' P
'a,kb /
I WETLAND AND STREAM IMPACTS
sue .............. , o/
PFO WETLAND IMPACT
POTENTIAL
WETLAND LOSS
STREAM IMPACT
30' ZONE 1
IMPACT
30' ZONE 1
IMPACT
20' ZONE 2
IMPACT
20' ZONE 2
IMPACT
MAP
SHEET
IMPACT
NUMBER
IMPACT SPECIFICATION
PERMANENT
PERMANENT
CONVERSION
TO PEM
TEMPORARY
INDIRECT
, TEMPORARY
PERMANENT
PERMANENT
TEMPORARY
(SF)
(AC)
(SF)
(AC)
(SF)
(AC)
(SF) (AC)
(LF)
(SF)
(AC)
(SF)
(AC)
(SF)
(AC)
(SF)
I (AC)
(SF)
(AC)
CWI-1.3
CWI-1.4
CWI-1.4
CWI-1.4
CWI-1.4
CWI-1.5
CWI-1.8
CWI-1.9
CWI-1.10
1
2
3
4
5
6
7
8
9
ROAD FILL&GREENWAY
GREENWAY CONSTRUCTION
SCM OUTFALL
GREENWAY CONSTRUCTION
SCM OUTFALL
SAN. SEWER OUTFALL
SANITARY FORCEMAIN
SANITARY FORCEMAIN
SANITARY FORCEMAIN
6259 0.1437
- -
- -
- -
- -
- -
- -
- -
- -
2710 0.0622
1214 0.0279
2515 0.0577
- -
- -
- -
- -
1316 0.0302
- -
- -
- -
- - -
- - -
31 221 0.0051
83 0.0019
- -
164 0.0038
- -
- -
- -
320 0.0073
1900 0.0436
2029 0.0466
22 0.0005
484 0.0111
- -
- -
- -
130 0.0030
- -
264 0.0061
1681 0.0386
299 0.0069
JOB NO.
41804
SHEET NO.
CWI-1.2
TOTAL
6259
10.1437
6439
10.1478
0
10.0000
1316
10.0302
31
1221
10.0051
247
10.0057
222010.0510
253510.0582
237410.0545

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
c f f-/
/jam
J/
/ ./
-1
^�! Z �..
v
/. \ -
- - -Q
> 1 of ��-/11\v��
/k� /Ji^I—ill\,-/�
r ..) --
/ \
MH 23 5' DIA / V
CB 310 ..
•
% ._
-/ �-,11\\\�
� � � `\ ���
�� � ��
v CB 309, , \ _
•/ / -��
� ^
_ `)�
l ��,��<�
\ �
N' % —
\_
N
- _--„,,,,. ��=-�
• \' -. _yam-\ \ \\
� �'\\\ �\ \ \ �\'—.\�\\
N. N, N , \ \ \ \ •
A , �< A A °"k�\
\ \\ v \ \
1 ( \
Z
SCALE -
0 50' 100'
WETLAND &STREAM IMPACT LEGEND:
PERMANENT PFO WETLANDS - GREEN
/ ,
, _
r
v �r
_
/ CB 312 Q� - '�; Il.Ji�
-/ ,. �s�.�,
'./ ���\ - �` �r
�`_-,�-\`�-
.�:._
\ \ \� \� \ �/ \
\ \ I
1 `' I
TEMPORARY PFO WETLANDS - CYAN
PERMANENT CONVERSION TO PEM WETLANDS LIGHT PINK
YOUR VISION ACHIEVED THROUGH OURS.
f, l��i��
/ ��
��,�
I
\
JI a:Eiwl! \ 1 \ I I
,' /
►Tiligl
.�,
III
v V
;;= / I -1 I:t:
DARKGREEN
VIOLET
� lY.
— 4\ / / \I.
•\\
- ' `• Ir - \ \ \ \ 1 1
\ .MII��
- - CB 311� © �1�!e_..:
r/
IiII , \ `\ \ 1
vl!/��• - \\ I \ \ 1 (`
IIIIII1111
—
TEMPORARY POW WETLANDS - DARK BLUE
- /150(B) I / iji�lii
Il=-,----.1,ig
r / ' ` / 1 I 1 1 / I
\ - - r
\ 1 ; -, �%
i iil
►�
--�.rr - -
w=:;�
\ ( ` , \
J r� ;\ / ', \ [ \ �,�,� N.
POTENTIAL WETLAND LOSS
A t
05/04/2022
I- _ ;�i
�I�-�'°=
IP� --n
11 ;
, \ , _
1� \ I t --�
PERMANENT LOSS) STREAM ORANGE
,I,_
, III
;
(NO -
1 11-
=
a,' °'"`: ''I;.a:`���t�
\ 1 I ~
DRAWNe
331
^
� '
, I IIL�j1 i C/�. �. I r \ ' -. -�
l i6 21 0 11_11:.7�
,�
I��
! " n n
PERMANENT STREAM - RED
i /
C / `•
.Ilia'!—:
t
/
-`
—
\ / —
e_ /
� , li I� © _ /
II! '� - -
Ili1... r �A
�"CB
,.. .0:4141
"""-
TEMPORARY STREAM NAVY
DESIGNED BY
331
\ ! I B 308 /
/
-'u �` �N��-�
//- i// / `�
207-` ,.
/
-.. ..
IIIV
�, ally
M 4`^�
-
I -�
/ 1\�
dimik
3
30' ZONE 1 PERMANENT BUFFER IMPACT PINK
CHECKED BY
331
/
.�
� " CB 209, �= I:,1
% / / 1 •� ,s=
..ji—H
PERMANENT PFO WETLAND IMPACT 1 /
- `+_ L,
1� / / \\
�IYI�
30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN
Ji!
PERMANENT ROAD FILL AND GREENWAY =
4,781 SF \ 'Till
•J'FES 208
>CN921
• /
i'�
.;
/0i FL►,'ice'`SCALE
' /h % i 30:__.;a
;. ��
dip
r
`'•.�
1' 1C
�_© (
20' ZONE 2 PERMANENT BUFFER IMPACT YELLOW
20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN
r = so
OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA
DETAILED WETLAND IMPACT PLAN
{ \ /
/ /.- i1i%!
/
�i:_! �` FES 212, N MH 25�' ��'.
POI/�/
/
( - - -.:, w
it j1, ` -.. r� ,
. `
PRE -CONSTRUCTION I / /i
/ DRAINAGE AREA: i✓ //„ay
POST -CONSTRUCTION /
�Po DRAINAGE AREA: 0.84 AC / 9 I.
/' " 1/ 1 BOARDWALK '
( , .,`�/ 1 1 \
I
I J t
*/ l / \
\-, / / / \
/ - / _ _ �/ '_\ U \(
`
/ . // ^" _ _
f �� �� PERMANENT PFO
L :•.:•l► X/ �✓CB
J.-.� j41
/ / ^ J�
,� / f n�
,
WETLAND IMPACT 1
,.1/,-)K
204`~
,/ .
//i/
4
r
TIMMONS GROU
DESIGNED BY
/
\ '- / I OTHERS
Y / / / / J ,'r _ j i
\ / / / / —
- / /
1
i
�_��.,��/
11
/j// PERMANENT ROAD FILL
r' f / / -7_ / / _ 1,478 SF
/,/ /V v. - / ; f f ( (
�/ 1 1> A I / 1 [�
/ POTENTIAL INDIRECT WETLAND LOSS IMPACT 1v
(
��1��h,.
\�!����
` I
I
1
�/
-
I I / /,) / / � �/
/
1 ' /
✓ �// / // /
/////,-\�,I'-
/ / / /
7 //� / / , / / / l -
/ / - / — ) / N/ )�
// / / / / / / // "\-,
i / / - / - V
/ _ / / �- i //i� I
J.i
( / r/ / //' i / / 1 1
I i r // I / 1 /
I%
\ /
/
/ -
// .
—\
_ .
1- /f \r
\ ( \
v � �
, /
� \
,
/S /�
=JJ__,IIII
1,�
/ f
_
//
1 / //
/ / ` 0 )
l �S ) 1 [ /l
,\
\\ \ / .- ) CB203
vac 1 I ( I
` 1� - i
PROPOSED 10 GREENWAY -
,,1 WITH 20 EASEMENT , (
/ -�_ ,- / / / /' � D1 202
_„ / / p- Z /..."
/ /
_ /
1 / ' / / / / / / f
1,316 SF �d"
I1
•H/l
,l.�
/ / /
� / / r f
� //
\ / /
/\ i
�/
��, ,�
/
,•r
/
��,►i�� 1 V A 1 � �d
I
1
/I 1111
fI �1 111�\
II1 /
// ;/' I I� ) J
/ / / /
l I 1 [
/ / (/
/ / Il ? l/
/ ) /
/, /I
/ /
JOB NO.
41804
SHEET NO.
CWI-1.3

r1 �/ ��\\�l /-- ) / / r/ _� I / ,/ 1
l r�r' / " ' �\�� v 20' ZONE 2 IMPACT 2 .) / f 1 > / A
5
WETLAND & STREAM IMPACT LEGEND:
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
� 4PERMANENT
/ I / \�\` \\ ) ) r\ , FOR GREENWAY CONSTRUCTION ')1 / f �) /
- > 1\ \ 1C J I I) 2,029 SF ' ,, /
r I \ �\ \- PERMANENT 30' ZONE 1 IMPACT 2 , / / l
/) ` % / /
I ;j'' r/
•' ", / /
/ I >
/I / /1(`I\ ` \ FOR GREENWAY CONSTRUCTION '// (
\ .
) I 1145/(Bh II _\ �.-- 83 SF �. 1 11! I
` / / r i 1 TEMPORARY 20' ZONE 2 IMPACT 3 11 / s
\ /
I
I r
I )-
/ 1 / / )
/ / r
/
•.'„ -Q / J frv, \ / FOR SCM OUTFACE
,/ ,1�'- /!y v II 130 SF �•l
R / ,-' ,/I <'r� \, '\ `�MI , / !�))
/ ( 14i5(IB % I < PERMANENT 20' ZONE 2 IMPACT 3 /
�!1 /
y �r
'� 1
i �r'::`1.
f-
' \ ,`
/ I
/
YOUR VISION ACHIEVED THROUGH OURS.
1 ' - �' FOR
\ l r
ti 7 B I _
/ �/ — i / I ( — !
SCM OUTFALL / , / 1 <Ii111
22 SF I
/ J , 1
\ \ / �, / I / 1
1
)
, 1
/ I
t r
-�
1
♦
1
\ \
DA,
osvao/zozz
\ / ^ . f) / / 1 1" J/! F S-SCM 2 I
/� l r `I \ 1 ( r I \ l`r r 1� - 1 // / / , i -/ -SCM
/ 1 \ 1 l f ) r/
I \ \ I � / ) 1 r/ ^/ I\r / 1\ .fj _i /, / /l ) \ (((
1�� I �1 I^ 1/ / J/ �� / l 1 ` I ) r\
(p) r ! I \ /1 / / )� , 1 I \ 1 ! 1 J \
A I \ r ( 1 - / \ / 1 (� �/ll (r l r I 1 ,
/ ! ( I / / / V fi'l //! 1%/ / 1 /j2'—
\ ^� / \ 1 ,,/ / J 1411 'II\`4\( \\\\ �Ii ) lIS
(B)l
_� ,r / !S, ,\N. .� A�
/1 rJ) j \ J / / //-/ /41 1l 1 J ,� �S' . /
J 1 r / ) Il AI l ,. -' y� P` ., '
2 36
V
PROPOSED
WITH
, \
x 36 inch RISER_ . \ l ,
L„ p ��
f�\ n� n
\ J./ - .'' ...../
(- �.
,. 1 r/, \ \
>� � )
IV
10 GREENWAY
20' EASEMENT
DRAWN By
331
DESIGNED By
331
CHECKED BY
331
SCALE
1"=50'
OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA
DETAILED WETLAND IMPACT PLAN
TIMMONS GROU
r I
! / 1 io`-.
// ) / 1 VAV��aA���jy�
I \���\, �IiG
��ti \\\\ ������\
• i\
�� v
'- - \ K \\ \ r l -
1 \ \ �.� ✓ \ \\ / I / _
1 V - ' _ /
\ \ I PERMANENT 20' ZONE 2 IMPACT 4 > — .
�� i / I I I I FOR GREENWAY CONSTRUCTION
SCM 3 48 X , 8 inch RIS• _ \ 1 .l' \ \ l 484 SF -
1 / . ! i !j `�� (�� 1 1 I ` \
\
FES-SCM 3 1 ��I )11� \' \ \ �%\ I \ l \ lG \ _ / , ' - '
r ) �1 ) 111 j%mil \ 1\ I I I 1 L \ \� \ \ i,
(� I 30' RCP ,-; is ,. • ,", l 1 / �� 1 / \ 1 i I - _ _ _ _ _
1 1 - ,,,,,,,,,/,..."���__:--/� �_ 1/ \ \ \ 1 l ` — —
1" PVC r / \ \� i • I \ l
8" PVC / , , / /'III \ \ ' \ TEMPORARY 30' ZONE 1 IMPACT 5 _
!� g
PERMANENT PFO WETLANDS - GREEN
=ERE
TEMPORARY PFO WETLANDS - CYAN
L I
PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINK
TEMPORARY PEM WETLANDS - DARK GREEN
=
TEMPORARY PSS WETLANDS - VIOLET
.
IIIIII„-1111
TEMPORARY POW WETLANDS - DARK BLUE
I,
I
/
/ `.%�
) /• _,
/• 'r1 ) \ S r
' / /\\\ ( \
(I � ^ \IA1 \�
/ --ii�11\ Il A ,
1 1 \ \ �1)\)? \ L PERMANENT
l 1_ FOR SCM OUTFALL
\ \~ 320 SF
\ i
30' ZONE 1 IMPACT 5 .
SRC._
POTENTIAL WETLAND LOSS
PERMANENT (NO LOSS) STREAM - ORANGE
�.4 ,l , 1
/7' f // i• / I ) / l 1
(% / .�' 1 • ( ( l\ N. / I
/ .•� 1 / I j/ 1
)
- ,,
/
// ^ / ill/ FOR SCM OUTFALL —
/ I f/ / ��l 164 SF
\ \\ \ \ "
\ TEMPORARY 20' ZONE 2 IMPACT 5
X X
PERMANENT STREAM - RED
ra"# Imo'
TEMPORARY STREAM NAVY
SCALE 1 "=50'
diii%
3
30' ZONE 1 PERMANENT BUFFER IMPACT - PINK
�IYI%
3
30' ZONE 1 TEMPORARY BUFFER IMPACT BROWN
•' /� /// I I / FOR SCM OUTFALL \
,'•. / N / //, / / / /�� • 264 SF \ \
/ \ 1 \� \ p (� / / / ' \ \ \
— / \ -- \\ _� 1 l •- / 1 \ \
\
/\ \ \
_/� l� _ / - / 1 �� is \ ` \
0 50' 100' VrrrrF 20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW
JOB NO.
41804
ki+ rit 20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN
SHEET NO.
CWI-1.4

/ \ ��� /,��/ / / / ,// -, / /.-I-•'•
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
�, ,
/ / / / //,/ /� , , ,�!/ / /,/,/� ,///// �- r / •--// i
/ / / // /© / / / / / / / / , \
/
/ / / 4/ / / / / �', � / / .1/ / / / / / / / / / PERMANENT CONVERSION TO PEM WETLANDS IMPACT 6
o
/ / / /
/ / / , / / ���� / / / / / // FOR SANITARY SEWER CONSTRUCTION
// /`. , / / / /' / ��//' // // / / // / U 2,710SF
/ / / / / • /fix / // ��/ / r\ - r
/// / / / /// // /� 75� 6� �\ri // / /J/ 1 f� _ ---
\/'' /', - //,r�,f�/!/�r
/ / / / / /\. / // / /� / ��. x / t , /� n/\� ' ) TEMPORARY 30' ZONE 1 STREAM IMPACT 6
SCALE 1"=50'
/ / / // /\ _ I
/ 1�J DIP �OTECTO, / �. /
// \
/ / / / / / / / / , / , _ _ _ _ I -. d,._
/ // // //// /, -// >/
ff
//L
/ // 30 UTILITY EASEMENT J/ i
.I..,.
L.L.L;
I' i'�
/ FOR SANITARY SEWER CONSTRUCTION
_ 1
1,900 SF
1 / // / rJ / / /, --
/\/ / / // _ /, ^ -- J _ / --
/ / / > 11.
YOUR VISION ACHIEVED THROUGH OURS.
0 50 100
/ / / / o
/ / / / / \�� i °.j1-:1.
// / /// // / / , , / /v i\ / /
/// //// //// I/ A � J \�
/ // / / �— \lip \ /, )_ / �%/ 1_\% /I$
////, / / /
i / /TEMPORARY STREAM IMPACT 6 '
/ / / / \ , / — i \
j.'.j'.19:'
4' ,
:'11• •IIr •I• •�
ire 4I+III' ,,I^,%i\
.L.l...i..:ir
�!g!'. ..a . i . '.
•'••• ,
I I
i
,.°
, / /o
/�l/ r / r c i / /
/// l /
/ / �, r , /
(�MH 4 r / / ( J / / —
�\I I/ 1I / / / / /
/
I / /
/ }
A t
os oa zozz
I /
// //// / / / / (�// FOR SANITARY SEWER CONSTRUCTION . �� I 1 1 '
/// / / // / / I // 31 LF/221 SF; (
r1 I I... [ /\ 1 148/ \ ,/r (
/ / / i \l Z. r" 1 ( :/.lam -.21 I > / —) (
(
DRAWN BY
331
DESIGNED BY
331
230 230
..; I I i` I I I i
v \°i i� \/ �1 \/ r J 1 \ 1 / / / \
CHECKED BY
331
225
\-\\
�
RIMS MUST
OR 12"
VENT
EXISTING
BE RAISED
ABOVE GRADE,
STACK TO
GRADE
3' ABOVE Q100
SEAL -TIGHT &%�/
3 ABOVE Q100
MH 74
TOP 227.60
I
/
/ 1
225
!� p / -s( / I I l I I I l\ /
.r/ ,/� / l IVIf j / , 1/ 1 ./ / / 1 1I 1 / r tr \I l\ 1
J /fS�� f�/ JI0��
7 �/ \/, ',// \ , , �/ / // I /
12 PVC - SDR 35 / / / / /// ) /1 � l I / �/ 1 / / 1 ( l
,i �/� -!/ i ( 1 // (/ 7/if/ 1 1 _> y i I ( t 1
/ o • �
/' 4 / / / / / // 1 / / \. J $p(
I
CALE
i - so
OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA
DETAILED WETLAND IMPACT PLAN
220
" RJ
j�j
268
DIP 401 PROTECTO
1.02%
���
�i-•
...��/
LF
20"
THICK
�_
INV OUT 218.06
STEEL 0.375"
CASING PIPE
-
(104-103)
/
220
// h^
/ �/r �� �✓, \� \ // ( / / / / / / / I \ / /
'/: / / r / •r11 / / / / / // ) - / I / i ` / / ( `,
/ / v / ) ✓ r ( / / ( / r - 1 7r,
i / / - 7Jt / I l /
j / ��/�/I/�,// l((/,'."l'/ ,�-( `1'X -r 3$1(�) I '4
/ ' / / / I// , TEMPORARY 20' ZONE 2 STREAM IMPACT 6�
/it
TIMMONS GROU
T
�6e-r
/ce.„ _ _
_
/ /
/ /
//
........................
��
��
�
„,,,�j�-
/ /' �(
,/ ,' - / //�' / / % 4 FOR SANITARY SEWER CONSTRUCTION 1
SF ,
-14IN
i_
\ \1.681
\ I
'' r /i( ' 1 1' 1 / ,,
/ / // / \) ! / 82(IB)
// /
EMBEDMENT
37
// /'/ / / ,, / •
-1
—
10'
WETLAND & STREAM IMPACT LEGEND:
215
—MH 75
1 ^`
EMBEDMENT
215
Wk PERMANENT PFO WETLANDS GREEN
TOP 227.78
INV OUT 221.00 (SE)
BMW TEMPORARY PFO WETLANDS - CYAN
DEPTH 6.78
-50' MAX SPAN CLASS 1 RIP
PROTECTION,
RAP SLOPE
TYP.
. JIIIII1111
PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINK
TEMPORARY PEM WETLANDS - DARK GREEN
STREAM
LOCATION
IIIIII„=1111
TEMPORARY PSS WETLANDS - VIOLET
210
210
IIIIII-1111
"""
TEMPORARY POW WETLANDS - DARK BLUE
-0+50
0+00
K
N
cV
1+00
K
2+00
cc;
�,�
ai
3+00
3+50
I
POTENTIAL WETLAND LOSS
PERMANENT (NO LOSS) STREAM - ORANGE
N
N
N
N
N
' ' 1
PERMANENT STREAM - RED
`'""
TEMPORARY STREAM NAVY
-
-0+50 0+00 1+00 2+00 3+00 3+50
di'•1'•i'dl
30' ZONE 1 PERMANENT BUFFER IMPACT -PINK
IMPACT
6
PROFILE
diMik 30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN
JOB NO
41804
HORIZ SCALE: 1 "=50' 20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW
"=5
SHEET NO.
CWI-1.5
VERT SCALE: 1 krri+ 20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN

PROPOSED TEMPORARY
10' STAGING AREA
ACCESS PATH
\ /�_ V�
FUTURE LOCATION OF MAGNOLIA 7 177 LF BOARDWALK
PARK CRUSHED CONCRETE TRAIL DESIGN
30' FORCEMAIN EASEMENT
/
�900 0 0 0 0 0 0 o FEMA100j
PFO WETLANDS
/ 50' STREAM BUFFER
20'X40' DIRECTION BORE
STAGING AREA �/ I ��i/ / % •/l
PROPOSED 10' GREENWAY
WITH 20' EASEMENT
/ -/01'114
DIRECTIONAL BORE 230 LF 12" C-900 % ` /�/1
DR18
o
MA100
\ ` NO CLEARING TO BE DONE IN EASEMENT
AREA BETWEEN BORE PIT LOCATIONS
iN. J
r 1 (I< e/ I/ /
20'X40' DIRECTIONAL BORE
STAGING AREA
- I\� 1I
PROPOSED TEMPORARY 10' i
STAGING AREA ACCESS PATH
IV / < C 1 \)
30' UTILITY EASEMENT
220
/
/
/
/
220
215
\ \
BOARDWALK
DESIGNED BY OTHERS.
10' PIER SPAN —
n.nn°i
/
/
/
/2 00° .
O°\°
q,�
215
210 LIMITS
OF 100
YR
f
1
ELEV:
1.5' ABOVE
YR FLCOD
214.5
100
PLAIN 2�10
205
FLOOD PLAIN
^
\, _1
CENTERLINE
OF
ELEVATION
STREAM
LIMITS
FLOOD
(213')
OF 100 YR
PLAIN —
205
10"
F7F 11+nn
14+nn 1F+nn 1Rf
0
SCALE 1 "=50'
50' 100'
WETLAND & STREAM IMPACT LEGEND:
WOO
:IIIIII-1111
aiSS
;IIIIII„„-1111
;IIIIII„-1111
;IIIIII„„-1111
vfY4
FAVAVAVAVAVA
diMik
PERMANENT PFO WETLANDS - GREEN
TEMPORARY PFO WETLANDS - CYAN
PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINK
TEMPORARY PEM WETLANDS - DARK GREEN
TEMPORARY PSS WETLANDS - VIOLET
TEMPORARY POW WETLANDS - DARK BLUE
POTENTIAL WETLAND LOSS
PERMANENT (NO LOSS) STREAM - ORANGE
PERMANENT STREAM - RED
TEMPORARY STREAM - NAVY
30' ZONE 1 PERMANENT BUFFER IMPACT - PINK
30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN
20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW
20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN
•
• •
•
•
•
•
DAIt
05/04/2022
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
331
SCALE
WETLAND IMPACT
w
H
0
ELI
JOB NO.
41804
SHEET NO.
CWI-1.6 E

V// r \\ \\ \ \\,I I\ \
7 \\ \\ \
\ \\�\\\
\ I
\ 1 \ \\ ' '/ \ 1
1\\
I
\
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
, A
/\/
\ I y/
1/
\ \ /,
\ /
\ \ I
I
\
\\ \\ �\\ \
\ J\\�\\\\\
\\ 1
I\�\ \ i11
\i
A • A\1.V°�
A\ 1V \\\II°III IlI
11 I I fll
Jill IPllIl
,I
1
X'yI
17l
II
II
I
\
jI
I II
\i/AX\\
I 1 1 1i188(
�\\I
1 I ��\\ \\
1 \ \\ \ /
, I ,
I I 1 I I \\ \ �,
I I I \ \
N \ \/ /
I I I \
I I 1 \,l
SCALE 1 "=50'
.r--
\
\
l I j
, /yrI/
II
I
I I Y �/`
I
0 50' 100'
\
\ / / % j �/
\\ \ 1 //�/ %// i -
I, �/
- / / / / /°//-/ // /
/' //, / / 4/ /,^,°! /1/// 1 1
! /�
/I
1 I
, i
1
I 1
I I I I
I 21
1 I I
\
, ' 1 x \ �\
1 \
1
/ — , / ,
/ i
/ , / / / , , // /
/ /
/
1 I
I 1
1 I
I 1 1 1 I \ \
II
WETLAND & STREAM IMPACT LEGEND:
YOUR VISION ACHIEVED THROUGH OURS.
/ �/ /� / /, `
j
/ / I //, ,6%/ ///T/
I
I I
` \
PERMANENT PFO WETLANDS GREEN
/ < _ _ _
// / 1!
l l
,I
I I I \Iw!
\
/ / /� / `
I / 1/, .../ / 1 / . lII
I \
IIIIIIIII
TEMPORARY PFO WETLANDS - CYAN
STREAM FROM TIMMONS GROUP _ \
/ I I I / /° I
1
\
1
SURVEY AND ENVIRONMENTAL / ��_ �_ —
, / I / /�/ !
/ / ! /I
1
_ \
r -
PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINK
/ • _
_ I /�% /� /
I 1 1 I 1
I xl 1
/ / / �:� -�
/ '
1 1 /!! �e/ I
� 1 / I 1 I
I
I
I N
I \
'IIIIII-1111
—, "—
TEMPORARY PEM WETLANDS - DARK GREEN
C / \ \
I 1 41 ° 1 I
11 10l I I
11
\
/ / / `�.
\ 11 1 I 1 I 1 I I
I I
1
I `
IIIIIIIIII
TEMPORARY PSS WETLANDS - VIOLET
/
\ 1 �I III 1 1 I I
I I
1 \ `� N
,\
/ / / /
30 FORCE
1
MAIN EASEMENT �� ° 1 I
11
\ \ \ \ \
IIIIII-111
—,,,,,,—
TEMPORARY POW WETLANDS DARK BLUE
DA,
05/oa/z0zz
1 1
I d I I 1
/ /, /
\
I
\ `\ I I I 1 I I 1 Io1 N. 1 I \
` I I`
I
`\
\
_
:` - — \ \
\ \
L 1
POTENTIAL WETLAND LOSS
DRAWNBY
331
/ / ,
/
\
I I I l I
I I I
\ '. I I I\
� `
\
;������1
PERMANENT (NO LOSS)STREAM ORANGE
DESIGNED BY
331
/ / I
_
—
1 I I ' I 1 1 1 1 1
`\�
�� \
/
1 I I I
/ `\ PRESSURE
RELEASE VALVE I \ \ 1 • \
\l�'
PERMANENT STREAM RED
I .
, _
\
\ \ `\ \
BY
331
I
I /
1 1 1 I //•
\ \
I \
C \ \CHECKED
11 I' I I o°l I I \
\
Cam: O
TEMPORARY STREAM - NAVY
I 1 k / I ! /
— \
\
.1 I'. , 1 d 1 I \ \ \ \ �\ ��x N \
I / 1
\ \
; I N
I \ \ \ \ - \ \
dlil%
30' ZONE 1 PERMANENT BUFFER IMPACT - PINK
SCALE
1 1 I
/ I /
I I I I 1 ei 1 ` N \ �—
I ��
dlil%
3
30' ZONE 1 TEMPORARY BUFFER IMPACT BROWN
OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA
DETAILED WETLAND IMPACT PLAN
/
\ 1
\ `_ _ .....\---
11 I `�
�" / /
1
\• 11 I I \ 11\� \ — _ _ — _ \ \.' \ \
VrFFrd 20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW
// //
\ \ \ \ \
\I•I\
/ / / I 1 1 i
i - - _ - - - ; \ �\ \
I \111\1 °�
kF���F� 20' ZONE 2 TEMPORARY BUFFER IMPACT TAN
/ / 1 I
1 \ — _ �\
\ 1 I\ - 0 — — — �. \ \
// // // I
\/
i 1
\
j1 II
1
1
11 I
I 1
�\ _
11\�\`,,�� 0-FEMA700r'°_ \ �\ ,N \\\\\\. \\ \ \/\
\ \
\ ,\ ,
\\ N N\
LEGEND
TIMMONS GROU
,�
PROPERTY LINE / / / /
/ /
I
\I
j
\
11
1 ,
\__ �\
I I I Il — N., ��-� \ \ \
I � �°\, `
©\\
\\ \ \ \ \
NEUSE RIPARIAN BUFFER
/
j
/ !
I 1
/
1 I 1 — \ 1
`\
II 1
/ / / /
1
1 1 I 1
1
/
,
i
I \ \ \ \ o I I I
1 I 1 —__ \� o I i
,.. ,I I II'
1 I II /
WETLANDS
�W�W�W�W.
/ N
\ _ _ _ / / / \ / /
\ /
_
1 ,
I \
/1
1 I
\ \ 1
I
l I
I
__
NN
l \ \ �\ \ \ gel
` \ PROPOSED TEMPORARY 10' /
/ STAGING AREA ACCESS PATH
I
/ / / I 1
/� / �/ // �/! / /
/ / !
/
100 YEAR FLOOD PLAIN o 0 0 0
STREAM — —
•
_ _ , — STREAM FROM
•\
-`\� WAKE COUNTY
�GISDATA
\/
� \ \ \\
\ \ \ ` \
\ \ `\ \\ \\ 1 \\ \\
\ \ \
\ \ \ 1 \
\ 1 \ \
----/
/ .
/
1►
1
\
\ \
\
II
/ I /
/
//
/:11—
1/
/
1 1 I
•
`\\
\
�11---�/////
I
\ I
l
\
\I'1./
_
•`
\ ! • /
1 \ /
J.
•1 1
`---\ /ii 1,.,,/," 1 1 , °/
/ � — // / / / // /
�! / /
/ ✓/ //// / / /
4//
— Y/ / / / / 2////
//�//7.
/ / 77 ./ / // ///2///,.'
/i/ / //// / / ///
/ ///t/// /�/�/
/ / / / / / / / / / FUTURE
�/ // / ,/ 1/ / �' / //i// / //� PARK GREENWAY
/ /7 // / / / /// //
// / / , °I I/ / / / / / /�,
/ 1 / 1 1.1/ l / / / / /
, / c l
/ /. / / I
//i/i / / , \
/////
/
/ ////\/I
/ / �/ /
/
LOCATION OF MAGNOLIA
//
/ /
���
/ / /
\\ I , \ \
1 \ 1
1 \
\
\
\ I \ 1\ 1 1. PRESSURE RELEASE VALVE 1 / 1 / I / /
\ \ / I \ 1 I /(� 1 `/ I i I —
1
1 /I /
JOB NO.
41804
\ \ 1
\ 1 1 I I 1A 1 `.
\
\ I \\
\ ! , 1' \ \D\ \ \ \ 1 I 179(C) /
I
\ I\ o 1 I �3 hl,, 1 l \\ \I 1/�/ ` / `� 1.` °\ \ \ `. \� ` \�� \. i
i
_
SHEET NO.
CWI 1.7

PFO WETLANDS
/ /
/
PERMANENT CONVERSION TO PEM WETLAND IMPACT 7
FOR SANITARY FORCEMAIN CONSTRUCTION
.1214SF
20'X40' DIRECTIONAL BORE
STAGING AREA
PROPOSED FORCE MAIN
30' FORCE MAIN EASEMENT /
/
NO CLEARING TO BE DONE IN EASEMENT
AREA BETWEEN BORE PIT LOCATIONS
DIRECTIONAL BORE 250 LF
OF 12" C-900 DR18
PFO WETLANDS
20'X40' DIRECTIONAL BORE
STAGING AREA
\ '.
SCALE 1 "=50'
WETLAND & STREAM IMPACT LEGEND:
:IIIIII1111
IIIIII1111
PERMANENT PFO WETLANDS - GREEN
TEMPORARY PFO WETLANDS - CYAN
PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINK
TEMPORARY PEM WETLANDS - DARK GREEN
TEMPORARY PSS WETLANDS - VIOLET
TEMPORARY POW WETLANDS - DARK BLUE
POTENTIAL WETLAND LOSS
PERMANENT (NO LOSS) STREAM - ORANGE
PERMANENT STREAM - RED
TEMPORARY STREAM - NAVY
30' ZONE 1 PERMANENT BUFFER IMPACT - PINK
30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN
20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW
20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN
LEGEND
NEUSE RIPARIAN BUFFER
WETLANDS
100 YEAR FLOOD PLAIN
STREAM
EXCAVATION NOTE:
BORE PITS TO BE BACKFILLED WITH
A MIX OF DRILL RETURNS AND MINOR
EXCAVATE MATERIAL. SUITABLE
TOPSOIL WILL BE SEGREGATED AND
USED AS THE FINAL SOIL LAYER IN
THIS LOCATION AND SEEDED
TO RESTORE THIS AREA TO
PRE -CONSTRUCTION CONDITIONS
•
•
•
•
0
E
f
DA,
05/04/2022
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
331
SCALE
WETLAND IMPACT
JOB NO.
41804
SHEET NO.
CWI-1.8

, \ / \ ge o / i /
\ — —/� \/ `�_ / / y
\ / / / / / / /
, \ / /
/ / \ \ \ / / /// ///
/ / / /
_ _ — / / \
\
/ — — // // / /� / \i
/ / ,- \ /
// \— l // //
/ __\ / / / /
/ / ' \ / / / ' /
/ \ / / / / /
/ \ / / / / /
SCALE
0
1"=50'
50' 100'
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
/ / \ \ / / / 1 /
/ ///
/ / / l
/
SEEDING NOTE:
RESEEDING SHOULD BE COMPLETED
MIX OR APPROVED EQUIVALENT.
WITH ERNST SEEDS NC PIEDMONT FACW/1:'
/
/ l
DAt
05/04/2022
/ _ _ / \
WETLAND & STREAM IMPACT LEGEND:
DRAWNBY
331
PERMANENT CONVERSION TO PEM WETLAND IMPACT 8 / c
W g
PERMANENT PFO WETLANDS - GREEN
DESIGNED BY
331
FOR SANITARY FORCEMAIN CONSTRUCTION / \
_
/
;IIIIII„pIIII
TEMPORARY PFO WETLANDS - CYAN
CHECKED BY
331
662 SF \
I -' / /
EMI
PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINK
6 •i, o l
r =so'
� / /
/
CI
€IIIIII-1111
TEMPORARY PEM WETLANDS DARK GREEN
\i ,� \i M
/
OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA
DETAILED WETLAND IMPACT PLAN
/ / /
€IIIIII-IIII
TEMPORARY PSS WETLANDS - VIOLET
— _\ / /
(
ni �, • / / / /
IIIIII„JIII
TEMPORARY POW WETLANDS - DARK BLUE
PFO WETLANDS / PFO WETLANDS
l
POTENTIAL WETLAND LOSS
/ / /
M c�����c���. /
11�
�.•.❖.
PERMANENT (NO LOSS) STREAM ORANGE
):•
114::74;0.0�tA�_
TIMMONS GROU
�� /
��
PERMANENT STREAM RED
�,
r�r�►����� ��
/
;2''0'0'::
..
TEMPORARY STREAM - NAVY
I .
diMik
3
30' ZONE 1 PERMANENT BUFFER IMPACT - PINK
`
PERMANENT CONVERSION TO PEM WETLAND IMPACT 8 \
di1�%
3
30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN
FOR SANITARY FORCEMAIN CONSTRUCTION i • -- .
FrrrrrP 20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW
1 1853 SF
/ . _ — -\ —
[IH-H-d 20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN
/ / /
/
---..,
\ •
/ / PFOWETLANDS
LEGEND
�.fr �.fr fr �.fr �s\�
/ N, \
/ / \ 'i. 'i. i, \fr \i, \
NEUSE RIPARIAN BUFFER
/
N
l \ v v v v v \ — — \
WETLANDS
,,, .. ,,, ..
\ \ `f'-^1, `fr A\i, `i' `i' `i' `i' \ \ 1 \ \
\ \ v\\ \ _ \ —
.\ .1.\.1, \i. \i. .—�J -- \\ 1 //
\ -____ \ / /
100 YEAR FLOOD PLAIN 0 0 0 0
STREAM —...—
\
----, \ \\ v / /
\ \ 4. 4. .i `.i, \ — — \ \ / /
\ \ - . > / / / //
—. \ \ ��a / / / /
\ \ \ N�\�� \fr .. / (
N N \ •I. \ e6r .I. / / / / /
N N \ \ � fr � I� � � \ � � / / / / / /
JOB No.
41804
\ \ \fr .I.` \li \\k li \ \ C / / % /
/ N
\ �\ .\ /
SHEET No.
CWI-1.9

\
SCALE
0
WETLAND & STREAM IMPACT
m
Z
1 "=50'
50' 100'
LEGEND:
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
\ \ \fr\
\ �. \ \frf� W PFO ETLANDS
`\\ \ . \ .i. \
\ CREEK LOCATION BASED ON
\ \ .i,\ .i, /
\ .i, .i,— - _ _ WAKE COUNTY GIS
\ \ \
•
\\\ N\\ \___ /� r
\ \ \
��� `, \ \k 4, PSS WETLANDS
sk
\ � \
\ �\
` \`
\ �`v �\\ �ititi. TEMPORARY 20' ZONE 2 IMPACT 9
\ \ v��m
YOUR VISION ACHIEVED THROUGH OURS.
\ \\ `�""",.� FOR SANITARY FORCEMAIN CONSTRUCTION
299 SF
\ \�\� ••� •
\ \`� �:\\
\
\ �\ \ '
\ ` 4i `�\ / /
y
. 1 \ �`\ �`� \ i
\ \\`�\ \`� \ // /
\ \ 71\/
\ / 1 \
DAIL
os oa zozz
!�&a
PERMANENT PFO WETLANDS - GREEN
:IIIIII-1111
— _
TEMPORARY PFO WETLANDS CYAN
DRAWNBV
331
gfiSS
PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINK
DESIGNED BY
331
;IIIIII„-1111
TEMPORARY PEM WETLANDS - DARK GREEN
CHECKED BY
331
€IIIIII-1111
TEMPORARY PSS WETLANDS - VIOLET
/ I /
\ 1 \
20'X40' DIRECTIONAL BORE
1 \/ STAGING AREA
-----/
\•\ \ /\ \ \ % -- DIRECTIONAL BORE 172 LF
NO CLEARING TO BE DONE IN EASEMENT \ \ / / OF 12" C-900 DR18
SCALE
1"=so'
;IIIIII-1111
TEMPORARY POW WETLANDS - DARK BLUE
POTENTIAL WETLAND LOSS
OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA
DETAILED WETLAND IMPACT PLAN
Sfe_
PERMANENT (NO LOSS) STREAM - ORANGE
bAl-v!Ivi
PERMANENT STREAM - RED
__;'-"'
TEMPORARY STREAM - NAVY
AREA BETWEEN BORE PIT LOCATIONS
\
\
STREAM LOCATION FROM
TIMMONS GROUP ENVIRONMENTAL
\
---/-_,_,-
\ I •''�% i /
N i i
I \ 1 • i 1 \ , ,
_ 6i �, , , , /
�, ,/ \\ y i i , i ,� �_ \ \ \
I 1 \/i v. v/ .v y / / / � / PFO WETLANDS ��\�\�\ ,
I % % / ,/ // / / // • /, / � _ ^ \ .�... ;
r1l�, . / / /, / \ / / 1' / , - �\
/ ,, , `< / / \ \\ I I 1 I I 7 —'
i , � 1 . , . -- — �— ,
/ i I.\ \ PROPOSED FORCE MAIN °`'�
/ / / ' / h \ \\ \ ` \ \ \ ' \ ' I �.�=i ` — _> =
/ ��, / / \ \ _\��k—� \- I 1 \_-1 og 1— (/ = "
20'X40' DIRECTIONAL BORE .---\-- ___} -- \-11 1 r° 1 1 I
STAGING AREA 4 \rit 1 11 1 V. 1 1 I /
I
diii%
3
30' ZONE 1 PERMANENT BUFFER IMPACT - PINK
TIMMONS GROU
diii%
3
30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN
20' ZONE 2 PERMANENT BUFFER IMPACT =YELLOW
kr����H 20' ZONE 2 TEMPORARY BUFFER IMPACT TAN
LEGEND
NEUSE RIPARIAN BUFFER
j///
WETLANDS
�W�W�W�W.
W� W� W� W� W
100 YEAR FLOOD PLAIN o 0 0 0
STREAM
......_..... ------------I
J
/
C PROPOSED TEMPORARY 10' 1 1 /
1 k \•, STAGING AREA ACCESS PATH I 1, I I
\ \ \ • 1 1 • .I '1 1 i1 \o •1 I ' 1 I I
EXCAVATION NOTE:
BORE PITS TO BE BACKFILLED WITH
A MIX OF DRILL RETURNS AND MINOR
EXCAVATE MATERIAL. SUITABLE
TOPSOIL WILL BE SEGREGATED AND
USED AS THE FINAL SOIL LAYER IN
THIS LOCATION AND SEEDED
TO RESTORE THIS AREA TO
PRE -CONSTRUCTION CONDITIONS
/
•/
' 30' FORCE MAIN EASEMENT
i
STREAM LOCATION FROM 11
TIMMONS GROUP ENVIRONMENTAL I I
/
�1
k l i
\ I 1 I 1 1`.1 11 \p 1 1 1 1 1 I 1 I
\ \� — \ I I) I P I 11 1 1 I I I
1 I I I I I I I I I 1 1 1 I 11 11
1 / • I I-§\ I I I I
/\ I / I\I I I of �x I I I I 11 11
/ /\ I I I I \. I I I° I I I 1 III
/ / \ I I I Ni I I I I 1 1
�I // \\ �I 11 1 I I I\fl I I I
^ \ L. I I g`. i I
JGB NG.
41804
c SHEET
EElO

SCALE
0 100'
WETLAND & STREAM IMPACT
o
1"=100'
200'
LEGEND:
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
I
EXISTING PUMP
STATION
_ono oo�o o°�
�o \
Do 0,0 o
1 / ..T _cam
ICI
/ \ •
\ \
—
��
���
K 1 CP C N OREGON
I— _ TRAIL �FM-
YOUR VISION ACHIEVED THROUGH OURS.
•
\
\
I .[N(47\\\
I
I / o. 1 1
i I / �� 6 i i
/ / 1 1
11
CO o ' o i i
1 c!�
\ 0 Web WcA I I
II
I \ \ CO`b CO (Y, _ �� � 1 1
\ \ PROPOSED TEMPORARY 10' i it
�`�' �,\ \ \ BORE PIT ACCESS PATH _
\\. \ \ y ` % i
05704/2022
DRAWNBY
33'
DESIGNEDBV
CHECKEDBV
331
!Qii1
PERMANENT PFO WETLANDS - GREEN
—_
\ \ \ \\ \ —
\ • \\\" a ,. / / / -
— / /
\ \\\\ \\ _ .. / / / /
\ ` • \`,\� yy� / % �/
\`\\\�\ y / _
� / /
\•\ v :� i / —
\\.�\� \ ✓ / PROPOSED TEMPORARY 10'
\� \`\\ \� / BORE PIT ACCESS PATH / /
\ • \ \�\\\ / / �/
SCALE
r" = 50'
:IIIIII„=1111
TEMPORARY PFO WETLANDS - CYAN
�,*!!
PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINK
OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA
BORE PIT ACCESS PATH DETAIL
'IIIIII1111
—_
TEMPORARY PEM WETLANDS DARK GREEN
;IIIIII„„-IIII
TEMPORARY PSS WETLANDS - VIOLET
'IIIIII1111
—
TEMPORARY POW WETLANDS - DARK BLUE
POTENTIAL WETLAND LOSS
TIMMONS GROU
'.'4'�'4
PERMANENT (NO LOSS) STREAM - ORANGE
„' „'
PERMANENT STREAM - RED
: ""
TEMPORARY STREAM - NAVY
\ /
20'X40' BORE DIRECTIONAL i
BORE STAGING AREA
\ `\ / I -- / i
\ // / //,� FED'" _
/ % ,/,� ° ° 0 °
>. / • ,/ / ° ° o oFEMAlOO . °o _
y 7 — — ` 11,r I�dq; — _ J �,/ _
l ' \ i \� / 1 �' 4141 I // / :-----'---rl -
i1'I / / / / // / / '�� �� ,Z \ _ yam__--�_ _e _/�/ ' /--'/ .. _
diMik
3
30' ZONE 1 PERMANENT BUFFER IMPACT - PINK
di'.1'IN
30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN
20' ZONE 2 PERMANENT BUFFER IMPACT YELLOW
Vrr20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN
LEGEND
20'X40'
BORE DIRECTIONAL
✓, \�� \ \\ �\� ' ��= __Z_ __ = _ _-
�' /•-�_�1." �11I'— _ _%;' —_= =— '
\ �\ 1�1 �P 1 %�2:-...---__%//� % �— _ — — _ __
MOBILE HILL
ESTATES
(�
NEUSE RIPARIAN BUFFER
j
11
BORE STAGING AREA ° \ `�11I I I\11 111 I I 1 /< �j �>% _ _
�� \ 1 1 1 1111°I 11111 30' FORCE MAIN EASEMENT — — — '
/i /— . I 1 , y) �c1 , ,1 1 1 1 1 I 1 j 1 ; , i , , - 1 / — — — - —
PROPOSED FORCE MAIN /\ 1 1/ 1 'd I I 1 1 111 11 1 1 1 I 1 1 1\ \ t \\ 1 ' 1 1
I �1/ / / \ /1 I �.I 1 1. I 1 11I \1 1 1 \1 1 \ \ \ 1 / 1 1 I
I\ :�// / \PHI* II 1�1.11 11\ \ \ \\\\ 1 11/
/` --_ I11111 1j11041 11\\I\11\\\\\\ \ �_ _\ \ �� \\ i
1 / \ / = \ \\ \\ \ ` \\. \ \ \ \ — _ \ \ \ .� , , \
A' \ \ /
\\
\
1
/
WETLANDS
"�.�.,.".,, �."
100 YEAR FLOOD PLAIN o 0 0 0
STREAM —...—
JOB NO.
SHEET No.
c wr i . i i
\\
�/ \\\ \\ % \ \ \ \ \\\\ \\\.. \ \ \ �\ \ 1 \)
\ \ \ \ \ \ // ; /
/ `',. \ \ \\ \\ \\ r \ \ A\ \ \\ \ \\. \ . \ \ \\ \\ \ . \ ..N.� \ \ \ , \ _ \ _. / , 1

\/JI /
1 "I /I\
/ 1 �0 -s , \
/i JJ \/�`f lam\
I \1\_,-. t
A - i ' ) \
/ ) // 1 (1 J -\ /. \
\ \1 I \ \)
\/1\ )1 1 `
a)
a)
0
a)
m
m
c
804-331-C6.0-PROF-2.dwg I by Gib
co
a)
-c
o_
0
0
4)
a)
to
0
a)
-C
CO
a)
c1
Ul
a)
O
o7
M
230
225
220
215
210
205
200
195
190
rn
N
N
/
i
'208
/ - Z —
J
ROPOSED TOWN OF
GARNER PUBLIC
GREENWAY
WITH 20' EASEMENT
NkN„,414
1)\,,
EXISTING
WETLANDS
_/
r \J 1/ -
/ v \> �'
o
l
oo/vw3J ° °
13+00
03,
-
o °vpFb�v
-
------- 222-'
---224-
26--__
i
J l /
(J
/ 1 L
1 v
60' PUBLIC UTILITY EASEMENT
(30' - FORCE MAIN & 30' - SEWER
I „\
0o°o00Ltlw3d 000 °° _\
o 000 bh9y a��
j—oo - . -
I1-- \-
- oo< o
o �
4
226. - - -
228
20' PRIVATE DRAINAGE
EASEMENT
232 \
V � �
RRY GUSON,
NTON FFALG
DEAN UFFALOE
: 16 -00-3386
ONING:
/
0
PRESSURE
RELEASE VALV
SCM 4 OUTLET PIPE
149.76' OF
36" RCP
@ 3.00%
SCM 4
\ - \ (DRY
\-DE'TLNTION
POND) JI
(� J \ r - _
/1
°°0 BORE PIT 1A
1
0
0.
NEW 12" C-900
DR18 FORCE MAI
BORE PIT 1 B
0' NEUSE
25' PERIMETER
SETBACK
NA
30' PUBLIC UTILITY
\ \ EASEMENT
20' PUBLIC UTILITY
EASEMENT
1 oo
0 oo+ewJd 0
12+50-
PROPOSED TEMPORARY BORE PIT
ACCESS PATH
/
�—
\
---..--,
/
-{
EXISTING
GRADE
PRESSURE RELEASE
VALVE
\
/
i
/
r
\
PROPOSED GRADE
4' MIN
\ �
— NEW
12" C-900
DR18
FORCE
MAIN
`
\-_
DELINEATED
//
\
WETALND
.----
\
_
_
— _
_ _
— —
— —
_ _
i
/
4'
MIN
—---
�,
�'�
T
t-
-MH
STA
2 (5' DIA.)
???
TOP
224.12
6'
MIN
INV
IN 211.40
(68-2)
INV
IN 209.20
(69-2)
INV
IN 211.40
(3-2)
INV
OUT 2D9.00
(2-1)
MATCHLINE C8.6
2-1
33.61'
OF
15"
PVC
- SDR 26
© 0.60°/D
APPROX.
PROPOSED
230 LF OF 12" HDPE
DIRECTIONAL
BORING
-MH 1
(5' DIA.➢
STA
???
TOP
222.00
INV IN
208.80
(2-1)
1
222.00
227.6
222.00
225.3
223.20
224.4
°o
N
N
221.68
219.5
K
.,
N
co
co
N
N.
co
N
N-
N
co
N
N
°o
N
<I-
°o
N
N
°o
N
°o
N
N
°o
co
N
N
co
N
rn
N
N
N
<t
o
N
N
co
0
N
N
co
0i
N
°o
N
<I-
co
N
°o
M
N
o
N
a6
o
N
a6
0
N
N
°o
N
N
°o
0
N
<I-
°o
0
N
N.
°o
0
N
<I-
o�
0
N
Co
o�
0
N
o
o
N
°o
o�
o
N
to
o
N
N
.,
N
o
N
N
M
N
N
N
N
N
N
N
N
to
N
(\i
N r\
N
�`� .,
�j N
211.71
212.5
N-
N
N
N.
N
N
o
M
N
°o
N
N
°o
N
N
c„
M
N
<j•
<r
N
M
(6
N
N
N.
N
N
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
8+50
9+00
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at [phone] at
least twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
9+50
5-
0
10+00
0 50
PROFILE SCALE
10+50
11+00
11+50
12+00
12+50
Town of Garner
Engineering Department
APPROVED
SIGNED
DATE
ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH ALL TOWN OF
GARNER, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
13+00
13+50
r3
230
225
220
215
210
205
200
195
190
14+00
SCALE 1 "=50'
50'
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
100'
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
Raleigh Water Review Officer
SITE PERMITTING APPROVAL
Water and Sewer Permits (If applicable)
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit # S-4897
The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit # W-3833
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
and specifications of the City's Public Utilities Handbook.
City of Raleigh Public Utilities Department Permit # N/A
ea
- 0
``lllllCA 111.'
��N RO%
n
N
N
U
E
0
U
to
O
E
E
3
� 3
0,
▪ N
—.i
00
N rvj
rn
CO
7 �
fn
X
rp
LL
0
Ln
C �
L
I- W
O•
d
to rn
J
UJ
1-
•
•
•
•
•
•
•
•
a.
V.ZPGG`
oft 1st l
w
0
DATE
05/04/2022
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
MVZ
SCALE
1"= 50'
0
z
JOB NO.
OFFSITE FORCEMAIN
41804
SHEET NO.
C8.5
0
c
a;
N
U
c
O
2-
0_
c
(ES
-c
0
5)
u,
c)
0
c
u,
c
(ES
Q
c
0
5)
0
c
- a
D
O • O
O O
a) to
�Z
w 0
m
E O
Ea
(13
a
0
CC
cD
CO
z
0
ss written cons
nd/or constructs

a)
a)
a)
a)
m
m
c
O
rn
N
LL
0
o_
d
ai
0
c)
C)
0
ao
C)
a)
N
as
-c
o-
0
0
a)
a)
-c
a)
t
m
a)
cl
a)
LL
oo
a7
co
to
/ / I /
SOUTHERN TRACE HOME OWNS A N C 1\ \ \ I I /
` /
�•�`�� .\\\ CA Ro' .
� O �ti ���
• •�OFESS/O� -9
_ • Q < _
- SEAL
--
'CI FNGINEE�
- / I /
/ _ _
PIN: 1 �18 89 2765 ` I I /
(DB/13l801 PG 2216) \ \ - _•
/ ZONING: R-30 \ \ ^\ \ \ \ . \ / I - 2�2- - - - -
, ` \\ \\\ I I ---- 216-----
-----/ \ \ \022321
—_— - \ ,// �� \' �- _ / I 1
\. \ J
- _ \. \SWIFT CREEK - - _ - - ,/ / / Jl ! \ \ �\ `\ \/ /1 \ ' 1 I 30' PUBLIC UTILITY -216 — — — 26+50 27+00 — — — — t��r
—...—...—...—. �. _ //� \\ \�\ \ / i 1 EASEMENT _,= — — — 26+00 —.�
0 0oo001Hw3� o0000o I•,o
/ /. i \ 1 1 — 5+50 _ — - 0 0 ° o Dctyfy3d o 0 0 ° °C bW3j o 0 0 0 0 0
—
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
SCM FOREBAY - REVISIONS
SIGNATURE SET
00
_\ -� _ \ \I aip-
- te'\
lir
-
\\ \ \
�/ �����. ,.- / — 24+p0 — — , , -218 000dw�� ° / - - _ �#�'
\ \� _ — \ • it
Ito
TT
iti_lv.1
;, \.t ,'^ ------ ___ — .�� �, I / I �.� (, N.Alk
' --__ / 0°0 22p / —'� . ,_ \`
OW-
_ - __,� \ \ t - — 100 R STORM \ _ .. , / / / / . ww3d o ° o ° ° ° a!'t►
- _ _ / �� 222/ �r
FLOOD PLAIN / i-+ �' - ..(1�_ .. • .�
\yir
\ // \ �,
�° \ \ I •\ I ° 6-0 0 0 �° a 0 0 o o — — _
0 off / A , / ° o / _ — — / / j / 6j0 n �T"�.
° �\ \ (I ) I dN�� F ‘ - - - -- / , - EW 12 C-900 -'w,
%� \ \ \ \\ \ \ \ ` \ / / o / / — ° 0 0 0 oFM \ \ / , , , , �2 ` / �y°� DR18 FORCE MAIN •.�
\ \ °o\\\ \\ �� \ / / a / / -- - - -_ / —�� _°°o� \\ \ \) /r — ,�� _/ i� ,_�i °, ' /-� �
\ / °
\ \ / /
' / /
\ ` 2./ / ° \� �/, 21k
'---�� .��_�tli(i.-1
ooww3d o o / ° o �./
o o o �� / ��
°0 _ / 0 / F,% /
a�,00 0 0 / ,�i
44. °0 m oo\aye �100YEARSTORM /' // / ' ,-------
°° FLOOD PLAIN / '
`�\ \
\ \ / / = _ _ _ _ - ��s� / / ' o /' ./� �/
\ \ \ - O 19+ o\ �i
_ — '[ — \ ` \\ P _ / P / / X F� \ — . — . �j / °.w. / / _ — - — - \ �t r \ o \ ° t -r ��. ' •i / / / / _ '
\ \ \ \ \ / / f\93 _ \ '� 19'+ \ _= o-j / — i .— \ \!{, \ \ o � �'' / 05C27 - — — — — — —
T
\ kO— �0 �. ° ' -
\ \ / / k0 — q- — _ — = \ \
N.
YOUR VISION ACHIEVED THROUGH OURS.
:0,4
\\ \ \ 0 0 c 0° / / �_ \ - — — — - -. — /� _ _ _ _ -
PRESSURE \ \ \
\
RELEASE VALV•
. •�\ -� _� -- ----\' / �''i��•� / ,; ,�'
N.
\\ " �` •\\\ \\ \ — / // / // / RESSURE �x — — — — - -
\\ \ �. \ / / / + RELEASE VALVE - _ - - - _ _
_
-` - \ •— - _ _ _ _ / / �`� / , OSCzz
\ — — — .
,. \ — / / ,
l
_
•
\ \ \ ` / — _ —
DATE
I
// / /
/
\
f
/ / /// y
/' /' - .'- -'/
/ — \ \ \ \ , /' /\ / '/
- \\ \\ \ �,\ lam/ /—--/,2f_NN_
DRAWN BY
TIMMONS GROUP .••'�'••
NORTH CAROLINA LICENSE NO. C-1652
331
\\ \ \\ // / / // --�/ 0 50' 100'
// _\\
- /
. /
CHECKED BY
MVZ
SCALE
1 "= 50'
230
230
1
1
—�
/
\
OAK MANOR (PHASE 3)
GARNER, WAKE COUNTY, NORTH CAROLINA
OFFSITE FORCEMAIN PLANB & PROFILE
/
PRESSURE
RELEASE VALVE
/
/
\
/
\
\
/
/
PRESSURE
RELEASE VALVE
225
/
\ \
\
/
\
225
\
4' MIN
EXISTING GRADE
\
220
\
\
220
\
�-'
/
\\�—
�/
\--
'�'
215
NEW
----_�/
215
FORCE
MAIN
4'
MIN
CHLINE C8.5
1 1 1 1 1 1
MATCHLINE C8.7
' 1 I I 1 u 1 1 I 1
210
210
205
205
I
200
N.
(Ni
N
N
N.
rh
N
N
rn
CO
N
N
rr
I\
N
N
lo
l<
N
N
N.
Cci
N
N
o
C>j
N
N
N
t.ci
N
N
lo
'1F
N
N
o
Cf
N
N
N.
rF
N
N
N
<h
N
N
N
<r
N
N
id
N
N
lo
c0
N
N
o
co
N
N
N.
cd
N
N
00
K
N
N
00
N
N
N.
N
N
N
rr
•,-
N
N
M
a)
N
rn
c0
N
o
Eci
N
Eci
N
co
l<
N
co
l<
N
w
Cp
N
c0
N
Lci
N
o
Eci
N
N
Lri
N
lo
(ES
N
lo
l<
N
co
K
N
K
N
o
16
N
16
N
o
N
N
rr
N
co
Cf
N
co
Cf
N
N.
rr
N
oo
16
NP.
0)
16
N
rt
cD
N
co
cp
N
0)
cp
N
rn
cp
N
o
N
N
o
N
N
N
K
N
•st
K
N
lo
N
N
N.
N
N
00
N
N
00
N
N
00
N
N
0
N
N
N
N
K
N
200
14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
5-
19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
ATTENTIONCONTRACTORS
Town of Garner
Engineering Department
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
The Construction Contractor responsible for the extension of water,
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at [phone] at
0
0 50
PROFILE SCALE
APPROVED
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
least twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
Raleigh Water Review Officer
SITE PERMITTING APPROVAL
Of this notification (allure.
o
hays below.
SIGNED DATE
Water and Sewer Permits Of applicable)
Failure to call for Inspection, Install a Downstream Plug,haveCal'befom
�E1V `
dig.
The CityidRdacbleigh consents to the connFurlon and extension of the City's Publin:::wer System as shown on this plan. The
materia1onstructionmethodsusedthis projeashallconformtothPei is::c specificationsoftheity'sPublicPermitted
NoutrthUtilities ook. City of Raleigh Publitilities Department Permit # s-48
811
Plans on the Jobsite, or an other Violation of Ci o
Raleigh Standards will result in a Fine and Possible Exclusion from
you
r a' I 1 The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
Cara material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
JOB NO.
41804
future work in the City of Raleigh.
icy
Utilities Handbook. City of Raleigh Public Utilities Department Permit # W-3833
11111.1101k
/0111::::
ALL CONSTRUCTION TO BE IN
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
ACCORDANCE WITH ALL TOWN OF
GARNER, NCDEQ AND NCDOT STANDARDS,
and specifications of the City's Public Utilities Handbook.
City of Raleigh Public Utilities Department Permit# WA
SHEET NO.
C8.6
SPECIFICATIONS, AND DETAILS
0
ai
N
rts
c
0
GO
u,
O
Q
Q
c
to
0
GO
u,
GO
0
c
m
s
ul
-o
sts
sts
Q
c
a)
0
s
S
D
• O
0 Et
O O
to_• to
0)• O
o �
E
-o • -Ea) a)
m c
O O
D U
O c
z• N
O 2
Q
o
GO O
a)
0
O '§
Q
u,(ES
• 0
X c
a)
sts
a)
a)
a)
E
U
70 0 0)
EI-D
U
o
(.(2 .O
.)
C N
t6 �
Ul O
c • U
QO
U)
nd/or constructs

•
�.� .�N CAR() •,,
• ` 4/ °/
• ♦•
i
•ct
_
_
_ SEAL _
= 022321 _
O
- :
FN E�`
VINE
��I�; V. Z SI
r�tt,,,��>I�:I%
/ / ! ks / --- / \ \ \ \ �- ... _ —. / I I , a , !
/ �j1 \. / 1 1 o I \ \ \ \ \ \
/� // t� / / // \ \ \\ \\ \ � � �/ 1 9 �I • I ' vv \\ \\ °° A A A
/ /r / / \ • /_ I
/ / '1, / , \ \ \ \ �— 1 1 1 ' ° 1I C7 it \ \ \ o\ \ \
��,\ \ \ — 1 1 1 1 �o �1 i \ \ �4> \
/ / / �� / \ \ \ 1 1 M _ _ _ \ \ oo\ \
/ �I► 1 1 1 v \ \
,� I 1 1 1 1 a I - \\ \ \ \°°\ \\
/ \ I i \°°
I I n I • / / \ \ \ \ \ \ \oti0. \ \Ct
/ / / / / ,r' / / \ \ \ \ \ I 1
/ / / / / � t CO I / — _ — \ \ \ \1I 1 I o I // / I / / / \ \ \ \ \ \ FEMA1nn o0 o 0,
/ ti I 33+00• _ . \ N N I I I o II/ I \ \ \ \ \ _
/ / / / �.� / / 33+ \— \ \ 1 I 1 0/ S / / — — \ \ \ \ \ \
/ / ,a I / / 50 \ — \_ . — \ \ / , \ \
/ / / '` 1 / 0 _ — \34+00 \ \ \ . — \ / ` l I 1 I'' Mi l / ' ^ \ \ _ ,
41
/ .�� / 32 / — _ \ 34+5p\ / / a 0 / // / I / — — \ 4.
7 /414.
v (/ /,;�
/ / i1/ /o0 0 0 o�EMA100� 0 0 0 off- \ \ i 1 / / / , / I ///I/// \ \,�r
/ / o ° A� / 0 ` / r
/ — I /' �t-i / '�x�0 / o d \�y�„ ° \ \ \ \ L� \' I /1 /1 /' / ' 0f /l !l Ql / // / - ' r • .�
/ , 'n ��4�'- / / / oFEMA100 0 0°o i — \ 0 °° \ \\ O \ I \ / / / / o° / //I /N / I / / / / / _ .�Jr�'
I / �� Ij(0. , � ,�,1, / �Q / / oo / �� �u�u2,1:�-'� \ \ \ o \ \ \ I / / / / / / /
1. / y / / / ' 1 • \ \
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
SCM FOREBAY - REVISIONS
SIGNATURE SET
fin,
/ \ / /
/ ,, Nei. / ',\x / 0o /1F���{�'�. '1 �� \ \ \ \ \ 1 / / / / / / / oa / / . / / / 1 / / / �n� ` \ \
' 30' PUBLIC UTILITY �. / ` ,° 6 %,, \ \ \\ \ 1 / / / / o / / / 4 / / / / / i ,=' �� \ \
EASEMENT ,-\�:►\ �!<1 ��, \ �o \ \ \ \ 1 ( / / / / a / / /. / / I / / / �>,{1 \ \
v i / ' ,�x0 .1....
,-,N / Ij(i� / / r `,{�► \ \ ° \ \ \ \�' •\ / / / / I / / / / �;1`�
\ .A`A. 100 YEAR STORM / / o / o u� \ \ \
\ • FLOOD PLAT / /4/ /� \ \
"�� \ \ \ / / / / /\
i �t; / x0 / / / —� tit \ \ \\ \ \ \ / / / / / / / / / /' / t �' \ \ \ \ \ \
�Oie / 0 / / / / 0,,t, \ \ �° \ \ \ / / .�,
/ o • /
4.
b, `O` / / ' o ` "' /
/,,i, k•J / _ o 0 00 /
/ �+ '' / . — o°°o / //
/ �tii / p0dw�� / /
i - ? o° / /
/ 0 N. / o o /
. .21 / Z I� 000dW'' / ' /+
/
/ / .I ° o / / /
/ 0 — / RESSURE /
/ gk0 RELEASE VALVE / . '
'Z
/ / o O R1 / /
• ° ' /
f
\ \ \ 4 /
\ / / + / ii ii // //.0°7// /1 ////, // //r•I/'// // fa,/ i , ,
/
71r \ \
/ / / / / _ — — \•1` \ \ \ • ° \ \ / / / o / / / / / I / I / / / \ \ \ \ \
/ / — 1%. \ \ \ \ — / / / 1 / ° / \
// + / / / // ' \ \ A- '�`i. \ \ \ \ \\ \ �� / — 30' PUBLIC UTILITY /// //// / / / /./ / /� �, \ \ \ \\ \.
/ / / // /_—_ \\ �i� \ \\\o\ • \\ �. EASEMENT // /� ' ' / /1 / /i�/ / \\ \ \ 1
\ \�'lu \ \ \ \' o \ \ \ / / �J/ / / il \ 1
/ / / / / / — \ A \ \ (5\ \ \ \ — — _ i / ��>/ / / - /—, % / / 1/ / / / \ \ 1
- \ \ \ _ / o i�
/ / / / / /' __ xl ,\\\\ •\\ \\\ •\ •- • \ \\ ` ---__ ___-- — _=y= %.� °o� // /40+60/ / / 1 / / 1 / \\ \ 1 1 1
_ _ _ J
/ / / / / / ' Ir r�n\ \ \ \\ \ \ \ 0�F \ \ \ — \ — — / / / 40+00 / Ir / ' / / / / /. /./Jr� / \ 1 1 11
/ / v ° / / i o I 83
/ / / \ d� / / / T �` NA
/ / /
/ / — PRESSURE \ m \ �° 37+-50_ — — — — — s. — . — — o� , / / / / / / / i - I I
/ / / / o. - — — — �° / / / , �,,,;r I I
/ / / __ RELEASE VALV \ \ \'' °° o — _ _ i — - — .. "� — ' / ' 7 ' ' / / / / / / / / / pp I I
/ / / \ \\ \\ \ \ \ \ \� _ . — — a ° 7 / / / / / / / I I
��� \ \\ \ \ \ \°
/ / / / \------_,-0-.—
e-FEMA1oR4O ° i ' / / , / / / / / / / / I
YOUR VISION ACHIEVED THROUGH OURS.
o is .\� '- - - . PORARY BORE PIT
d �a� ° / — — _ \ \� \ - / ' ' / / / I
/�,? PROPOSED TEM
- EW12 C900 - I
Q
o o °° / /� / x \ \ \ \\ _ /, /
�' , �� — '�� � ///////','// i,�� ACCESS PATH SCALE 1 "=50'
/n,�
/ / �// ,
1x�0 °°° ��� —�/ /� '' �✓--_��`\\ \ \ \ \ \\
/ ° o ; / /A \ \ DR18 FORCE MAIN / , / , / / 1 I /
__—
/ o°O° /I — ,� �� / / / / — I l\ \\�\ \\ ,� /� / // / / / / jj.i� / / I 0 50 100
Ar - ,- - / � �•:��,v v, -_ ----• - /'/„/ / .� 1
,' dam / ,-- — vv,
—
DATE
05/04/2022
245
245
/•
DRAWN BY
/
\
TIMMONS GROUP .••'�'••
NORTH CAROLINA LICENSE NO. C-1652
331
/
240
PRESSURE
RELEASE
VALVE
\
240
DESIGNED BY
331
\
/
\
/
\
CHECKED BY
MVZ
/
\
235
/
\
235
/
\
SCALE
1 "= 50'
/
\
N
N
\
OAK MANOR (PHASE 3)
GARNER, WAKE COUNTY, NORTH CAROLINA
OFFSIGHT FORCE MAIN PLAN & PROFILE
230
/
\
1230
t
/
\
\/
/
\
PRESSURE
RELEASE
VALVE
225
/
\
//
225
/
\
/
/
\
PRESSURE RELEASE
VALVE
/
/
/EXISTING
\
220
GRADE
/
/
220
�\
/
\
---
/
—
___
_T
_ _
____ ___
_ ____
---��_-----
7
,
\,
—/
4'MIN
//
`_
_ _
215
—
—
���/
215
_—
4'
MIN
IIIIIIIII
NTCHLINE C8.8
1 210
1 205
210
NEW
12" C-900 DR18 FORCE MAIN
205
1200
200
co
K
N
co
K
N
co
K
N
LC
K
N
•It
K
.,
N
N
K
.,
N
K
.,
N
o
K
N
o
K
N
0
cfl
N
0
K
N
0
K
N
K
.,
N
co
K
N
Lc)
K
N
co
K
N
N
Qo
N
(a
co
N
(a
co
N
i\
co
N
(a
co
N
m
co
N
o
ai
N
m
Oo
N
m
K
N
i\
(6
N
N
(ci
N
o
<r
N
M
<r
N
N
N
Lo
<r
N
o
L6
.,
N
o
(O
.,
N
Lo
K
N
m
ai
.,
N
m
(\i
N
N
(o
co
N
N
N
(d
N
N
N
o
N
N
N
K
N
o
(6
.,
N
Lo
L6
N
Lo
L6
N
d•
Lci
.,
N
N.
Lci
.,
N
rn
(6
.,
N
M
(6
.,
N
co
K
.,
N
N
N
(6
N
N
d-
N
M
N
o
c6
M
N
N-
(Ni
rr
N
M
ai
M
N
d-
cLl
M
N
o
<r
M
N
co
co
N
N.
ai
N
N
ao
N
N
d-
c0
N
N
N
(ci
N
N
28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00
Town of Garner
Engineering Department
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
ATTENTIONCONTRACTORS
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these is responsible for
APPROVED
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
plans,
Public Utilities Department 996-4540
5
contacting the at (919) at
least twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
Raleigh Water Review Officer
SITE PERMITTING APPROVAL
+�{�below.reinstallation
construction, will result in the issuance of monetary fines, and require
of any or sewer facilities not inspected as a result
SIGNED DATE
Water and Sewer Permits jlfapplitable)ram.Of
81 I
Knowh
water
c
il
this notification failure.
The City of Raleigh consents to the connection and extension °f the City's Public Sewer System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
North Utilities Handbook. City of Raleigh Public Utilities Department Permit # S-4897
x
before you
■InP
Failure to call for Inspection, Install a Downstream Plug, have
CaraThe City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
0
I
Permitted Plans on the Jobsite, or any other Violation of City of
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
JOB NO.
41804
0 50iSillp
Raleigh Standards in Fine Possible Exclusion from
�
I�R y l ,- Utilities Handbook. City of Raleigh Public Utilities Department Permit # W 3833
PROFILE SCALE
will result a and
future Raleigh.
work in the City of
ALL CONSTRUCTION TO BE I N
ACCORDANCE WITH ALL TOWN OF
GARNER, NCDEQ AND NCDOT STANDARDS,
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
and specifications of the City's Public Utilities Handbook.
SHEET NO.
C8. 7
SPECIFICATIONS, AND DETAILS
City of Raleigh Public Utilities Department Permit# N/A
0
c
ai
• N
U
.c
0
5)
u,
O
Q
Q
c
0
-o
a)
ul
a)
0
c
u,
-o
c
-c
Q
•
c
`O
5)
0
c
te)
o D
• 0
O
�Z
w 0
o �
m
E O
o 0
c a)
m c
d O
D
O c
w
to
Zw
O w
Q
o
• o
0
a)
0
O .§
a)
u,(a
X c
a)
112
a)
c
a)
E
()
U
O -
0)
0
to• m
U
o
ww .2
O
-o
cN
W O
C U
a
CO
nd/or constructs

S:\331\41804-Ferguson_New_Bethel\DWG\Sheet\CD\Phase 3\41804-331-C6.0-PROF-2.dwg I by Gibson Blakeslee
— p0 0 Leo 003d
o00 o 000OWYV3dyy o o0o op°�`d
oab .
43+00 _ 43+50_ — — — 44+00 \ 44 50
I I b°dj 1 1 \ LMJ 11
1
— — — ° -a—o-0 0—e Dot,
/ / / o0°
/ / /
0 / / /
/ /
/ / / �/ / /
/
230
225
220
215
210
205
MATCHLINE C8.7
T
0 0 o 0
/
/
1 I:�
r
/
/
/
/
/
i
i
7
/
I PFO WETLAND
46+/0�� . 446+50`' A, 47+ '6
n T
1 /
/
47, 50
7
+00
I I
—
48+50 49+00
/
/4
PFO WETLAND
/
/
NEW 12" C-900
DR18 FORCE MAI
50+00
50+50
✓FF NiF
P/N F/'/
(6a 7679 NTO
Zp�NG PG 7 J
30' PUBLIC UTILITY
EASEMENT
51+00
51+50
52+00
52+50
1
\ \
7
1
\ 7
7
7
Z
CRpss�/O N/FF10,&FTcp�pkYPiN,7679ei87oPG08)p
R Qo
53+00
N%F
P/N" <77/N
(Oa 7679_7
8S6'S 7�
ZONING � Js ��
N
53+50 54+00
/
N—
—
7
PFO WETLAND
Dfre-ZOC,o1Z84/6' 7.P1/0/4/0,06,
[ -...._
—
--,
\
_DELINEATED
WETLAND
WETLAND
DELINEATED
WETLANDS
0--
PRESSURE RELEASE VALVE
[DELINEATED
\
EXISTING
GRADE
/
\
_T__
6'
MIN
NEW
12" C-900 DR18
FORCE
MAIN
MATCHLINE C8.9
APPROX.
12" HDPE
249 LF OF PROPOSED
DIRECTIONAL BORING
co
43+00
43+50
44+00
44+50
45+00
45+50
46+00
46+50
47+00
47+50
48+00
48+50
49+00
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at [phone] at
least twenO, four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
49+50
5-
0
50+00
0 50
PROFILE SCALE
50+50
51+00
51+50
52+00
52+50
53+00
Know what's below.
s Call before you dig.
53+50
54+00
54+50
55+00
55+50
Town of Garner
Engineering Department
APPROVED
SIGNED
DATE
ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH ALL TOWN OF
GARNER, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
230
225
220
215
210
205
200
195
190
56+00
0
co
SCALE 1"=50'
50' 100'
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
Raleigh Water Review Officer
SITE PERMITTING APPROVAL
Water and Sewer Permits Of applicable)
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit # S-4897
The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit # W-3833
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
and specifications of the City's Public Utilities Handbook.
City of Raleigh Public Utilities Department Permit # N/A
ea
•
•
•
•
•
•
•
•
THIS DRAWING PREPARED AT THE
z.
ro
1-1
U.
cp
cie
ka
oo
Ln
Lu
YOUR VISION ACHIEVED THROUGH OURS.
REVISION DESCRIPTION
SCM FOREBAY - REVISIONS
SIGNATURE SET
Lu
DATE
05/04/2022
•
•
•
•
•
•
•
0
Ln
0
0
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
MVZ
SCALE
1"= 50'
Lu
0
0 8
0
& PROFILE
OFFSIGHT FORCEMAIN
JOB NO.
41804
SHEET NO.
C8.8
ai
tts
tts
tts
o
ry
0
CO
0
o
c
112
tts
tts
nd/or constructs

a)
a)
N
a)
m
m
c
O
u,
(D
rn
N
LL
0
o_
d
cm
c)
M
0
op
M
a)
-c
o_
0
0
a)
a)
-c
t
m
cl
LL
O
op
M
0 0 , . 0° / /
0 n °0 , / /
a� 0 / -
° ° / / / - -
0 0 0 , / / / /
y °� 0 a /' / /' / /
°-
0. 0. / / / /
0 / / /
/
° ��� °i / / / / , /-
0 o°a v�� °/ / / / / / /
/ /' / '
0 0 / 00°d / / / / / / / / /
rrl / / / / / / /
/ / / / / / /
100 YEAR STORM d��� i / ,' °°° / / / / / ��i f�� / / /
oG
°°FLOOD PLAIN ° °°°� �' / �/ °a�' �// //' /' ��, anti ry�o� ti�� /� / / / // / /' - --/r/tV.11Z�P��.
o 0 0 ° ° / / / 0 0 ° , nf0 (L�/� (y y / / / / / /
�m� ° p0 vo� / / /o o n�c / v / / / / / / / / / /
oa a / i �%O/ �(V 0 tiV / / / / / / / / / / / / /
0 0 ° '" / aY'� / / / / / / / /
O° ° 0 / /�' / °:v / / / / / / / / / /
NEW 12" C-9000 /tip / /°0° / / / / / / / /' / / / / / / /
DR18 FORCE MAI PRESSURE o / / / o° / / / / / / / / / ' /
RELEASE VALV / 20' PUBLIC UTILITY / / / °° / / / / / / / / / / / / /
.;) / / / / / / PRESSURE
EASEMENT / / / /
`01111111/t///
. /
.% •,
•D1.�N CA Rn"'/ .
��� �oFESS/p,�� ':
= SEAL =
/J 022321
�7 O
,
```
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
SCM FOREBAY - REVISIONS
SIGNATURE SET
�
° /' /' /
/' / / / /
_ _ _ _ _ _ _ _ _ _ RELEASE VALV
/
57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62�+0 3+00 63+50 64+0 + / / / / / / /
I FM oil- I I r
/ /
0 64 50 65+00 °° 65+50 / 66+00 / + / / / 67+50 '68+00
I — I !--,r�� —_�_ a 6 50 67�00 "
�+r —+r t r -I-=— , 68+54 9+00 69+50
�
— —"—"— —" —
— —
—
—"—.—.—._.—.—.—.—.—.—.—.—.
/ ; w� - �rot.l� - I —� � tM-I.� +
°_ I�- 70 00 70+50 71H
— -I .F I
_ _ _ _ _ _ _
__ _
/ °°°a /
/ 7 cf I r�i-� - F Frrot I
/ / - — /
+—
/ 0Lc)°00
0\
\
/ /
o /
� ', "�.—.7_.—/—._—.—.—.
—/—.—
/ .— .—.L.—.—./.—. f —
co
o
oT
co
L"
co
I
I
I
Q
b
p 0 0c o
^ V N o
c.�� `� 0
0 `S���t��•
�Q ��
VO �^
Q
0
V
hCROSS
ro
0 1
�b �O•
ory Cc ��
Q
J�o^ o
O� ^ �O
��'p
pp0
N/F Nfi
VELOPME
DE Y I
O PAN
COM g134
1619-63-
PIN' PG 808)
(DB 4g10 RMH
ZONING:
/
/
/o ° ° ° °
N��
y ME
N/P°LVE►-OP NT
INDS DE
CROSSW° NY 04
�� OMPA63 90
v 1619-
S IN 10 PG 808) CROSS
°/ (00 48 RMH
NINE1619-
o ZO /
/
�; /
/
/
LOPMEN
N pEVE T
WINDS
MPANY
CO 63 9262
piN:B 4810 PG 81 H
(ZONING RM
` 0 \
N ° \
N 0, ,
` �9j�o 0 ,
`` °°°�°o
`
` `
` \
\
N \
\
�\ \
\
\
�� - -
F�A70
a - _ _ ° ° ° °
0 °°
° °°
\ \ \ °°°° , , , \100YEARSTORM
�,�,,� FLOOD
°°
/ 0 0°
/ -.
/ °,d,
. °°
- 0
_ _ _ - _' - °°°°° / 'I/
- `,�� /
�44 ° o °°d I
° ° ° ° - /
0 -
_ �'
PLAIN
/
/ /
/ /
/ /
/ /,
/ /
/ / /
/
/ /
/
/ '
// /
/
/ / /
/ /
/ / /
/
/, / / / /
/
/ / /
/ / /
/ / / /
/ / /
/ / / /' /
/ / //
/ //
/ /
/ /
/ /
/ //' /
/
/ / / /
/ / /
/ / /
/ / / /
/ / /
/ / / / /
/ // /
/ / i
/ i
/ 7 /
/ / /
/ /
/
//' ///
/ /
/ / /
/ /
, /
/ / /
// //
/
/
/ — . _ — . —
/ / /
/ /
// //
/ /
/ /
/ /
/ /
/
. — . _ . — ' — ' — . — . — .
. — .
i
NAD 83
SCALE 1 "=50'
YOUR VISION ACHIEVED THROUGH OURS.
0 50' 100'
255
255
Lu
Q
0
PRESSURE RELEASE VALVE —
/
----mbi-
-
-
/ /
/
250
/
/
250
DATE
05/04/2022
/
/
/
DRAWN BY
/
TIMMONS GROUP .••'�'••
NORTH CAROLINA LICENSE NO. C-1652
331
245
/
245
/
DESIGNED BY
331
/
/
/
CHECKED BY
MVZ
240
/
240
/
/
SCALE
1 "= 50'
/
/
235
/
/
235
OAK MANOR (PHASE 3)
GARNER, WAKE COUNTY, NORTH CAROLINA
OFFSIGHT FORCEMAIN PLAN & PROFILE
/
/
230
/
230
/
/
PRESSURE
RELEASE
VALVE
EXISTING
GRADE
/
LINE C8.
/
225
/
225
/
4'
MIN
___
\
\
/
/
MATCH
_
\
/
/
.---
\
.----
220
i
220
-.
►
e • .
AND
—
_IIAO
l
J
, . 7LINE C8.8
\ i
Il
—
215
!
— _
215
_ _
_
NEW
12" C-900
DR18
FORCE
MAIN
I
I I
210
210
205
N
<f
N
N
<f
N
N.
ni
N
o
ni
N
0)
N
co
o
N
co
ai
N
N
c
N
0)
0_6
N
0)
0_6
N
co
06
N
co
06
N
co
ai
N
o
N
N
N
Lo
N
N
N.
ai
N
N
L6
N
co
(6
N
N.
00
N
0)
0
co
co
(O
co
rt
(6
N
N
a5
N
Lo
N
co
M
N
0)
<r
N
rt
(6
N
N.
K.
N
N
0i
N
K.
o
N
N
N
N
c-i
N
0)
ni
N
o
<r
N
0
<r
N
0
<r
N
o
<r
N
M
M
N
205
56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00
Town of Garner
Engineering Department
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
in accordance with the kept on file with the City. This electronic approval may not be edited once issued. Any
ATTENTIONCONTRACTORS
APPROVED
proceed plans
modification to this approval once issued will invalidate this approval.
The Construction Contractor responsible for the extension of water,
City of Raleigh Development Approval
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at [phone] at
least twenty four hours prior to beginning any of their construction.
Raleigh Water Review Officer
SITE PERMITTING APPROVAL
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
5-
SIGNED DATE
Water and Sewer Permits (If applicable)
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Kri w what's
b
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
Pused ublicortlities jepartmshall conform mtothe standards and specificationsofthe City's Public
material and Construction Raleigh
Utilities Handbook. City of Raleigh Public Utilities Department Permit # S-4897
lw.Cara North FT
Failure to call for Inspection, InstallaDownstream Plug, have
Call
9.
'InP The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
JOB NO.
41804
Permitted Plans on the Jobsite, or any other Violation of City of81
befom you dig.
YR I• �' - -: Utilities Handbook. City of Raleigh Public Utilities Department Permit # W-3833
+�
Raleigh Standards will result in a Fine and Possible Exclusion from
0
I
g
future work in the City of Raleigh.
0 50All"
PROFILE SCALE
ALL CONSTRUCTION TO BE I N
ACCORDANCE WITH ALL TOWN OF
GARNER, NCDEQ AND NCDOT STANDARDS,
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
and specifications of the City's Public Utilities Handbook.
City of Raleigh Public Utilities Department Permit# N/A
SHEET NO.
C8. 9
SPECIFICATIONS, AND DETAILS
0
c
a;
N
U
.c
0
O
ul
io
a)
ul
O
2-
0_
c
R)
O
0
a)
N
5)
0
c
m
s
ul
c
to
t0
0-
(7)
c
U —•
• 0
O
• u)
O 0
O
c
E • O
- c
c a)
m c
o_ O
D (-)
O c
w
Z• N
Da)
Q
0
0
0
0
o_
u,as
N
U c
N
a)
5)
to
c
a)
E
U
O 0) -0
io• n
U
o c
Ul • O
• U
-
C N
ns�
ul O
C U
tt3
a
-c E
nd/or constructs

a)
a)
a)
a)
m
c
O
ul
n
(D
n
rn
N
LL
0
0
d
0
C)
( C)
op
op
V
M
a)
-c
0
0
0
a)
a)
-c
a)
_c
m
a)
cl
a)
L_
op
op
co
to
�( I / /' /'// /?.,°;°:34,3-1_,T..„....?/i'/� �oe�o0ootrov o__—_—--_—p00 °/ / / — / -- \
/ / / / / ' 5 -- _ — °°0°o — a9o"'1" o00�°00oo/vw3°— r l /
\ , , / , /, / / i % ZLLbA / _ _ — — — — _ — / — / — —--$4�5$----- \
��II)lIl///ii\
.�`'�N CAR �''l.
•,``�� *ESS/0 '-'i
44.
SEAL
022321 -
-
n G
- �•
����C` G •
'' V.ZPG�.•
lll l ll� 1�`'�
\ o \ --
/ / // / / s // y-21 _ j $
/ 2 ��
CRE'I K
\\ `� / /' / / /'�' �/� / //� / // /� _ —' �,' � - SWIFT ,-'3,,,, _ ` \ \�
sp \ / ' , / / / /
/ / / / is ' / / / ' 1 - ' ^ \ ' l - - 30' PUBLIC UTILITY ��
/ \ / / / / / // / ° / �, / \ \ �,,,g +5� ,, �'' F EASEMENT \ �..
\ / / / / , / / % / ' PROPOSED F F F
• \
/ / •
,- ��' 7 / / / / / ///' / � \ - _ _ _ _ - / / \ \ - \ -' ,,, ''�
/ , ` /
/F F F F - \\
// / 100 YEAR STORM � _ - - \ - - DIRECTIONAL BORIN
�, -i$�
// _
/ / / /� / / FLOOD PLAIN _ _ /
/�' ' �� / /,'/// / /p / / __ \V A �v A
S
' i,//V�\ \
/
' C'`. '/ ///
_ >s/ E�__\ \•
\DR18
/ i F F
. F / \
F ° �� 0 — _ F F F F. /
O! � \
FF• D R 8 FORCE MAIN
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
SCM FOREBAY - REVISIONS
SIGNATURE SET
/1/
—'
///��� \///f - __---oMP��Qp _— \ • F +�
Og
/ �F .\
-- '/' • / //oo///I —_— — 218- —p�N- Yill\ �\
/ \ 761g\ I
—.,// o°/ / �� _sii ` ./ / / _—_
NH /
0.
/ ��� /// //'.d��a�''% •�'�/ // / I // /' / ��- ° 222- __ R-4Q \ `�� �.� 7g00 \ F. F �\ \ �,, /
/ / / 0 / , \ ' / / 00 LVVV33 0 0 o e o 0 o )LdW3= 0 0
'°` I
/i — ,/ 7// �°,° — \ //.M/ l --// / / / r0=--------- °°-a224y- --_ \-- \ \ �\N /q$+50 ' 1 F F \ \ /
'/ / / / '/ / i°/ / / / / / \ I, / ' / �� °� _ _ _ - - - 226 _ ° 0 °�, . �\ -- $+00 \ \ \ \ F. F
' ' / ooLdya / / ..... \ i / ° �W
/
/ / / / 6 / / / \ U?x \ i _ — — — — — 228 , i \ N. VA N / ' / _ — \ - F / �/10
/ / / / '� / o / / / /' \ sp \ PRESSURE RELEASE VALVE % N. �Z� S o\ ° \ N \ / \ \ / / 83
/ / / / / / // / �� — ?3 �p0 �`b�` / \ 'ROPOSED / \ / /
/ /' /'�a' / 1O ' \ / 30 PUBLIC UTILITY Sp _ \ \ \ /�/ - - \ \\ DIRECTIONAL
// / / °�/ �' ST \ •/ o ° EASEMENT -- � - l --2`?2�� \/ \ \ \ ° F _>/— /_ — ........ \ \BORING /
/ I 100YEAR STORM ,// \ , \ o°d� /� �5�/ , - - --� \�� \��_ �\�9\o f\\ �\ \ \•
I ° I 1 / FLOOD PLAT ° / ��A ,o / _
° 1 1 - - / \\ ' �° ° }50 0 0- \// \ ,\ \\ \ �I I •/ SCALE 1 -50
/ / • / /i' / \
90 /
o° �.� /�
/
1
F o / o°o�C x �/ ' • / 7 \ / T ) / •
°° \ \ _ / / ' 06°� p / % / ' / ' PROPOSED TEMPORARY BORE PIT i • i / /I / / Il / r
° s /
' / / /
\� °°� \\�� / �'' °�°�°�"0�,,��,,�'��/��/' /�/ //' /��' ACCESS PATH it•//o / / /' / //// /
7 /
oyW / l (/ -/ / / / I
255
255
YOUR VISION ACHIEVED THROUGH OURS.
Lu
Q
250
\
250
DATE
05/04/2022
\
245
\
245
\
DRAWN BY
TIMMONS GROUP .••'�'••
NORTH CAROLINA LICENSE NO. C-1652
331
\\
DESIGNED BY
331
240
240
CHECKED BY
MVZ
235
\
PRESSURE
RELEASE
VALVE
235
SCALE
\
230
225
OAK MANOR (PHASE 3)
GARNER, WAKE COUNTY, NORTH CAROLINA
OFFSIGHT FORCEMAIN PLAN & PROFILE
,i r
NE C8.9
EXISTING
GRADE
230
\
/
\
/
_
\L\
225
/
\
NE C€
/
220
/
\1220
\
/
\
�1
\,___
L...._,
---\
����
215
\
/
--
.___
....__ .........-
—�
��
215
4' MIN
\
1
/
—
T
_ _
/
/
\
\
APPROX. 172 LF OF
PROPOSED
\
/
`
/
12" HDPE DIRECTIONAL BORING
4'
MIN
4/
/
_
210
/
210
b
Plire-
NEW 12" C-900
DR18 FORCE MAIN
6' MIN
205
205
/
200
200
M
10
N
10
(Ni
N
M
10
N
N
�t
N
N
co
�t
N
a0
N
a0
id
M
N
Ct
oo
N
N
rt
N
N
N
N
10
N
10
ai
N
rt
N
N
N
O
id'
N
N
10
I�
N
N
10
oo
N
N
O
N
N
00
o
M
N
00
M
N
10
N
M
N
0D
N
M
N
O
N
M
N
O
M
N
10
o
M
N
ao
N
N
N.
16
N
N
I\
cN
N
N
N.
ai
N
N-
N
1-
id
N
id
^
N
M
16
N
Nf
N
f\
c
N
N-
N
O
M
N
M
o
N
IN.
N
O
M
N
M
rf
N
CO
rf
N
LO
rf
N
Ct
r`
N
Ct
r`
N
Ct
r`
N
OD
rf
\
N
N
r`
N
O
rf
N
O
M
N
co
M
N
(Ni
O
rf
N
O
Lci
N
M
Lci
N
C0
Lci
N
co
Lci
N
`-
Lci
(N
f\
'sf
N
co
rf
N
rt
Lci
N
71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 85+00 85+50 86+00
Town of Garner
Engineering Department
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
in the kept file the City. This be issued. Any
ATTENTIONCONTRACTORS
APPROVED
proceed accordance with plans on with electronic approval may not edited once
modification to this approval once issued will invalidate this approval.
The Construction Contractor responsible for the extension of water,
City of Raleigh Development Approval
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at [phone] at
least twenty four hours prior to beginning any of their construction.
Raleigh Water Review Officer
SITE PERMITTING APPROVAL
5
Failure to notify both City Departments in advance of beginning
will result in the issuance of monetary fines, and require
willresultre.
construction,81
SIGNED DATE
Water and Sewer Permits Of applicable)
Maim what'sbe'
r
reinstallation of any water or sewer facilities not inspected as a result
of ti
The City of Raleigh consents to the connection and extension 0f the City's Public Sewer System as shown 0n this plan. The
and Construction methods used forthis project shall conform to the standards and specifications of the City's Public
� h Utilities Handbook. City of Raleigh Public Utilities Department Permit # S-4897
C811 bekore dig.
Failure to call for Inspection, InstallaDownstream Plug, have
Caromaterial
' The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
ap
--. material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
JOB NO.
41804
you
Permitted Plans on the Jobsite, or any other Violation of City ofInP
�y
4R l• - -� Utilities Handbook. City of Raleigh Public Utilities Department Permit # W-3a33
0
I
Raleigh Standards will result in a Fine and Possible Exclusion from
0
PROFILE SCALE
g
future work in the City of Raleigh.
ALL CONSTRUCTION TO BE I N
W
ACCORDANCE WITH ALL TON OF
GARNER, NCDEQ AND NCDOT STANDARDS,
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used forthis project shall conform to the standards
and specifications of the City's Public Utilities Handbook.
City of Raleigh Public Utilities Department Permit# N/A
SHEET NO.
C8. 10
SPECIFICATIONS, AND DETAILS
0
c
ai
N
U
.c
a)
O
Ul
R)
L
a)
N
O
Q
ccs
Q
C
as
0
5)
u,
5)
0
C
u,
-o
C
as
as
Q
C
a)
0
C
o
• 0
O O
o_i u)
a)• 0
o �
(0-
m
E o
o c
c w
m
d o
D U
O c
Z• w
O 2
o_
4 a)
o
• 0
a)
0
0.
we
(7 (ES
• N
C
N
a)
5)
to
C
a)
E
U
O • -
a)
o C
w -
• E
NN
,O
.)
-
C
O C
w O
U
tt)
a
N
nd/or constructs

S:\331\41804-Ferguson_New_Bethel\DWG\Sheet\CD\Phase 3\41804-331-C6.0-PROF-2.dwg I by Gibson Blakeslee
ALEIGNB
CIt"' 1619-7 G 64 )
SS
/ �$5 00 I y� J 1►5 150
/
/
/ yQS
/x�?
//
/
/
/
/
/
/
i
255
250
245
240
235
230
225
220
215
210
205
200
195
/
/
/
/
30' PROPOSED UTILITY
EASEMENT
PROPOSED TEMPORARY BORE PIT
ACCESS PATH
x
EXMh
TOP 233.00
INV IN 209.90 (EXMH-3)
INV IN 207.50 (EXMH-2)
INV IN 224.70 (FM1 - EXMH1)
INV OUT 207.40 (EXMH-1)
r
4' MIN
NEW 12" C-900 DR18 FORCE MAIN TO TIE TO
PROPOSED MANHOLE
ELEV INV IN 225.42'
PROPOSED 12" INSIDE DROP
WITHIN EXISTING MANHOLE
/
/
/
/
NEW 12" C-900 DR18 FORCE MAIN
Lj
co
tt)
86+00
5-
0
86+50
87+00
0 50
PROFILE SCALE
87+50
88+00
88+50
89+00
h i P
255
250
245
240
235
230
225
220
215
210
205
200
195
89+47.34
Know what's below.
Call before you dig.
x
e
89+47.34
TOPX4,,3F—
X INV OUT 210.04 (EXMH-3)
i
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at [phone] at
least twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
Town of Garner
Engineering Department
APPROVED
SIGNED
DATE
ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH ALL TOWN OF
GARNER, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
NAD 83
0
SCALE 1 "=50'
50' 100'
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
Raleigh Water Review Officer
SITE PERMITTING APPROVAL
Water and Sewer Permits (If applicable)
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit # S-4897
The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit # W-3833
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions methods used for this project shall conform to the standards
and specifications of the City's Public Utilities Handbook.
City of Raleigh Public Utilities Department Permit # N/A
Om
•
•
•
.` .t N ti RO
:'off
-9
o'
9V.Z Ps"'
tot tills
10
THIS DRAWING PREPARED AT THE
YOUR VISION ACHIEVED THROUGH OURS.
REVISION DESCRIPTION
SCM FOREBAY - REVISIONS
SIGNATURE SET
w
0
DATE
05/04/2022
•
•
•
•
• •
•
•
•
•
0
0
N
O
UJ
z
/Wl
Iv-1
J
z
I1
0
L.L
U
oC
0
z
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
MVZ
SCALE
1"= 50'
emerls
z
J
0
U
0
z
O0
O
Zw
w
C�7
0
w
W
V/
u_
0
JOB NO.
41804
SHEET NO.
C8.11
0
ai
N
U
a)
a)
O
Ul
a)
O
2-
0_
c
0
a)
u,
a)
0
c
c
Q
c
0
a)
O
c
oO
O O
a)
�Z
oO
E
0
c
0
CC
CD
CO
z
0
0
c
a)
c
O
U
c
a)
o_
nd/or constructs

ATTACHMENT 3
S1: BOARDWALK DETAIL

MARK
DATE
REVISION
(B) - 1 DD NAILS SPACED
EQUALLY FROM TO TO
BOWOM O0= BEAM
(2)2X1 2 PT
GIRDER
2X= PT TOP PLATE @ 30°
(2) %" GALVANIZED
TO-ORU BOLTS
111E111-111-1 I_
=111-111E111-1
111E111E111-111= I -I
=111-111E111-1 11 I 11,
:111-111E111-111==111-111-1 111=111=11I-
=111E111=111-I I -I 1 1 =1 1 1 =1 1 1 =1 I I -I 1 1 =1 1 1 =1 I I -11 III -I
-111E111=111-1 1-111E111E111E111E111E111E111=111-1
111E1i1111-111=1 � 1111 =III111, ; ,111, ; ,111, ; 111, ; ,111, 1111 1111 111
1 11
8' D"
4X6 PT POST @ 5'-0" DC
2X1 2 PT JOIST
@1 2" DC MAX
2X6 PT
PLANKING
2X6 FT HO❑ ROZ.
Ida O 0_O N IB
11
CARRIAGE
BOLT
"MAX. SPACING
6X5 PT TIMBER
POLE @ 1 OLD" OC
l❑
5' ®11
ARIIWA.K
SOLID
BLOCKING
@ HANDRAIL
1 � 1� � I- 1 � 1=
1=1 111E111-111
SEAL 2/4°° = 1 °-0°°
(4) #1 OX2Y2" BOMPSOIN QUICK
SCREWS OR EQUIV.
TYPICAL RAIL/POST CONNECTION
B'D"
4X6 POST
B' O"
0 0
0 0
0
\
O
O
N0
0
\ 0
0 0
0 0
0
0
0
0
0 0
0 0
0 0
0 0
0
0
0
0
0 0
0 0
0 0
0 0
0
0
0
0
0 0
0 0
0 0
00
0
00
0
0 0
00
0
0
0
(2) 2X1 2 OUTER MAIN
0
0
1
TOENAIL EACHEND
OF 4X4
•
RAILING TO POST
• ,
' ' WITH (4) 1 6D NAIL/17:1t'
(2) 2X12 GIRDER
PT8X6 POLE
Oni'-O°
TYP O ccA[i
D-
J
S C ALE 3/4°°e 1 °00°°
2X1 2 PT JOIST ©
1 2" DC MAX
(2)2X1 2 BEAM
PT4X6 PO
T
10'-0' MAX
PT6x6
POLE
_8' D"
X
x
(2) - 1 O® NAILS
EACH JOIST
5'
O
"
X
x
Lamq AN M0
HW
SCALE Y2°°e 1 °00°°
s
CONCRETE PAD OR
ABOBIPHAO_T TRAIL
•
4
2X1 2 PT JOIST CAP
(2)2X1 2 PT GOIRD
1=1 I I=11 I -I I-111=1 11=
11=1 11=1 I 1=111=111=111=1
11E111E111E111E111
I=1 I I11„1111-111 I I=1-1
1 I -1 I I-1113/41,FELT=1
1-111=111=111=111=11
III 111E111E111-111
111E111E111E111-111
111E111E111-111
11E111E111E111=
_\/\_
`-rYLP1CAll. HN D) E
80ALIE 2/411°e1°00°°
GENERAL NOTES
GENERAL ALL NOTES AGE FOR
S UPPLEMENTMG THE PLANS AND
S FECM 'AT DNIS AND ARE ON NO WAY
TO BE CONISODC 1;=C DD AS C X LU DD0N10 ANY
DIEM 0 N THEM.
1. WOOD TO BE PRESSURE E TREATED
S OUTHERN YELLOW FINE ( Y )
BEAMS NNOO o 1 OR HMHC R
20 FG ESEG VAT VE PRESSURE
TREATMENT TO BE ON ACCORDANCE
WOTH AWFA STANDARD M4 8 & U 1 -07
AND MM I T TH FD LLDWD N O
REQMOREMENTSo
DECKONN09 HAND G A LS AND JE DSTSo
U CD3C
POST & FOLE,S U 4A
3. ALL FASTENERS AND HANGERS TO
BE HOT LAPPED OALVANI0Z7C DD (AT A
MoNoMUM)
40 FASTEN a M ST HAN KRS F KR
MANUFACTURER'S SPECMLATDNISo
(4) 1 OD COMMON NADLS TO JODST
(4) 1 DE) COMMON NADLS TO BEAM
5. DES00N1 CRAT G A F G AA HTM
UVE LOAM 85 pSF
DEAD LOAM 220 pS 1F
SNOW LOAM 15 PS
WDNID FEED 100 MPH
HORIZONTAL WDNDDo 35 PS1;=
VEHMLE LOAM 5000 LBS
8. PROVME SOLO DD SLO0K N0 BETWEEN
EN
JO05TS AT POST LOCATDONIS
77. E0ONOM00 SM o0T TUTES MUST BE
APPROVED BY ENGMEER OF RECORD
DD
S o M0N MUM POLE PENIETR TMNI SHALL
BE 1 do SLZE AND PC NET ATMNI ARE
S MRJE0T TO MODDMCAT 0NI SAS ADD ON
G E0OMMENI DDAT EDNI OF OEOTE0HN AL
REPORT RT PER 1803.5.5.
g o SDTE SEAL FROFERT S ARE
ASSUM KDD TO SUPPORT FOUNIDDAT ON
LOADS. CONTRACTOR SHALL FG OMO DD E
O EOTE0HNMAL REPORT ICY
PQOFESSO0NAL EN00NEEQ ONDD00AT N0
S 0 L PRO PEG T S ARE S M ICI M ENT T
S UPPORT ALL LOADS.
W
a
Z C7 N
❑ Z N '-
w r 2
Li] IT 0
O Q I- WO 0
W WNNO
D -i • Li)❑
O �z`. Q
U
4 w zr@
Q 2 ❑ 0)
J W 4 W O C
E 2z—o
W Q w
�, J il
N
N
W Et
- a
1111111///j/
W N
11111O\
CONTRACTOR TO FROMODD E 599D//599 ALL
WEATHER PLAQUE WOTH THE F❑❑ LLDWD N G
DD C SMNAT DNISo
MAX MUM ONSODDE CLEAR WODTH 8°-0009
MAX M U M VI H U LAR LOAD 59000 LBS
TOWN OF OARY NOTES
ALL HORIZONTAL MEMBERS 01;=
BOARDWALK SHALL BE ELEVATED AT
MM 0 VN0 MM U M ABOVE THE 25 YEAR FLOOD
LEVEL AND MM0N 4° ABOVE NORMAL
WATER ELEVAT D N
ENN0 NIEER OF RECORD FOR SR DD0E AND
BOARDWALK DD CASO0NIS SHALL FROVDDD E
S EALED CERTIFICATION TO TOWN 01;=
OAR l! 9 FRDOR TO TOWN°S ACCEPTANCE OF
STRUC URE59 DNIDDO0AT NI0 THAT Co3ROD0E
AND BOARDWALKS (SEPARATELY)9 ALL
9ARUTMENTS9 AND APPROACHES WERE
CONSTRUCTED ON ACLORDANILEWOTH
S EALED FLANS
ANY CHANGES TO o RD DD 0 E AND
BOARDWALKS WDLL REQU E A SDTE/SU o
PLAN AMENDMENT
DRAWING TITLE
GENERAL NOTES
PLANS & DETAILS
DRAWN BY: JRR
CHECKED BY: JRR
SCALE: AS SHOWN
DATE: 05.07.19
PROJECT
SHEET
SB019163
SI

ATTACHMENT 4
USFWS EROSION & SEDIMENT CONTROL
RECOMMENDATIONS

NOTICE!
SWIFT CREEK IS HABITAT
FOR ENDANGERED AND
THREATENED MUSSELS
• AVOID AREAS OUTSIDE THE SILT
FENCE
• LIMIT SPILLS OR ACTIVITIES THAT
MAY HARM OR POLLUTE THE
STREAM
•REPORT SPILLS OR OTHER
ISSUES IMMEDIATELY
Photos by USFWS

Lauren Norris -Heflin
From: Matthews, Kathryn H <[e-mail]>
Sent: Tuesday, May 3, 2022 02:16 PM
To: Lauren Norris -Heflin; Bailey, David E CIV USARMY CESAW (USA); Goss, Stephanie
Cc: Nick Tudor; Morgan Gilbert; Ellis, John; Garrison, Gabriela
Subject: Re: [EXTERNAL] RE: Request for Additional Information: SAW-2018-01947 (Meritage Homes /
Ferguson property / New Bethel Church Road / Garner / Wake County / residential)
Attachments: 20220503_sign_SwiftCr_WakeCo.docx
Sorry -forgot the sign example. It is attached.
Please note that 1 am teleworking almost exclusively. Email is the best way to reach me. Thanks,
Kathy Matthews
NC Renewable Energy Coordinator &
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
551-F Pylon Drive
Raleigh, NC 27606
919-856-4520, x. 27
From: Matthews, Kathryn H <[e-mail]>
Sent: Tuesday, May 3, 2022 2:11 PM
To: Lauren Norris -Heflin <[e-mail]>; Bailey, David E CIV USARMY CESAW (USA)
<[e-mail]>; Goss, Stephanie <[e-mail]>
Cc: Nick Tudor <[e-mail]>; Morgan Gilbert <[e-mail]>; Ellis, John
<[e-mail]>; Garrison, Gabriela <[e-mail]>
Subject: Re: [EXTERNAL] RE: Request for Additional Information: SAW-2018-01947 (Meritage Homes / Ferguson
property / New Bethel Church Road / Garner / Wake County / residential)
Dear Lauren,
I realized that you were waiting on my review of the Erosion and Sediment Control Plans that were sent in
December. I have reviewed them and am pleased to see the distance from the Neuse River buffers, the size of
the BMPs, and the overall plans. I do have some recommendations for Dave for permit conditions, which I will
share to see if they can be incorporated now.
• Avoid removal of existing vegetation unless absolutely necessary. For example, leave lots wooded as
long as possible, preferably until home construction begins.
• Educate the construction crew about the presence of sensitive species by providing information or
installing signs on the silt fence near Swift Creek. I have attached an example of a sign (Word doc).
• Access corridors for construction vehicles in or adjacent to the floodplain of Swift Creek should be
minimized as much as possible.
• Implement stringent erosion control measures during construction adjacent to the Swift Creek
floodplain, including: A double row of silt fence, to ensure that erosion is captured effectively. Silt
1

fence and other erosion control devices should not include outlets that discharge closer than 50 feet to
the top of bank of any stream. Silt fence outlets for each row of silt fence should be offset to provide
additional retention of water and sediment in the outer row.
• The discharge outlets from stormwater infrastructure should be designed to avoid stream buffers,
including the dissipator pad or any other structures.
• Inspect all vehicles for leaks often. Repair any leaks and clean construction vehicles thoroughly to
remove any residual dirt, mud, debris, grease, motor oil, hydraulic fluid, coolant, or other hazardous
substances from construction vehicles.
• Inspections, repairs, cleaning, and/or servicing must be conducted either before the vehicle,
equipment, or machinery is transported into the field or at the work site.
• All drilling muds, wash -water runoff, and/or other harmful materials must be appropriately controlled
to prevent entry into a waterbody or riparian zone.
• Fuel and maintain vehicles or equipment and store potentially toxic substances (fuels, paints, solvents,
lubricants, etc.) within a containment area in uplands.
• Temporary and permanent stabilization measures should include only natural materials that are
expected to degrade over time.
• Revegetate with native species. Sericea lespedeza is invasive and should not be used for stabilization
or revegetation. Portions of ROW that are not intended for long-term maintenance should be
revegetated with native trees and shrubs.
•
• Any spills of motor oil, hydraulic fluid, coolant, or similar fluids into the riparian wetlands or floodplain
must be reported to the Corps and Service immediately.
• Conduct bi-weekly inspections of all erosion and sedimentation controls adjacent to the floodplain of
Swift Creek, and in uplands within 100 feet of the riparian zones of all streams. Maintain all controls as
necessary to ensure proper installation and function. In addition to bi-weekly inspections, within 24-
hours of rain events, inspect all of the erosion and sedimentation controls to ensure the integrity of the
devices. Repair and replace sections of controls as needed to minimize the potential for failure.
• If erosion and sedimentation controls fail causing sediment or erosion in the floodplain wetlands or
stream buffer of Swift Creek, the Corps and Service must be notified within 24 hours to determine if
any remediation is required.
It wasn't clear to me what the stormwater system is designed for. In sensitive watersheds, we typically
recommend designing stormwater systems to attenuate or retain the 1- to 100-year storm. Even if it is not
possible to design for the 100-year storm, then we recommend that the system be designed to retain or
attenuate the largest storm possible.
Thanks. I look forward to seeing the revised alignment for the forcemain, later this month.
Please note that 1 am teleworking almost exclusively. Email is the best way to reach me. Thanks,
Kathy Matthews
NC Renewable Energy Coordinator &
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
551-F Pylon Drive
Raleigh, NC 27606
919-856-4520, x. 27
2