20210502 Ver 1_More Info Received_20220602

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

P 919.866.4951
F 919.859.5663
www.timmons.com

June 2, 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

Re: Additional Information
Ferguson Property
SAW-2018-01947
(Approx. 167.5 acres)
Wake County, North Carolina

Dear Mr. Bailey and Ms. Goss,
On behalf of Meritage Homes (the Applicant), Timmons Group (the Agent) is providing additional
information relating to 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. A full response to the third RAI was provided on May
13, 2022. This letter is additional information prompted by questions received from the USACE on May 18,
2022 and May 23, 2022.
Updated Impact Maps have been attached (see Attachment 1) reflecting the requested revisions and a
correction on temporary forcemain access (corrected to be consistent with plan to follow an existing ROW
and earthen road from Oregon Trail).
The comments provided by the US Army Corps of Engineers (USACE) are outlined below in blue italics
and are grouped by question. Our response is below each comment.
1) In looking through the FM plans and profiles I also noted that the detail sheets for the crossing of Stream
B and Wetland D seems to be missing. This is the crossing proposed ~700 lf (along the FM corridor) to
the SE of the crossing of Mahlers Creek (Stream A) and Wetland C. Essentially it appears there should
be an additional detail sheet for this crossing between Sheet Nos. CWI-1.9 and CWI-1.10. The profile
drawing (Sheet No. C8.10) also doesn’t appear to show Wetland D in the plan view and doesn’t mention
the stream channels or Delineated Wetland in the profile view. Please provide/update the plansheets
accordingly.
The aforementioned wetland and stream have been added to the Impact Maps on the revised sheet
CWI-1.10, and to the FM plan and profile (Sheet C8.10). The forcemain is proposed to be directionally
bored in this area, avoiding impacts to both features.

2) Please clarify whether or not the 177’ boardwalk shown on Sheet No. CWI-1.6 will require any
temporary impacts to wetlands. Although the plansheet does not show any impacts, your response
letter dated 5/13/2022 states that “Temporary impacts to wetlands will be restored to pre-construction
conditions”.
The need for temporary impacts for both boardwalk installations has been confirmed. This is depicted
on the attached Impact Maps (Sheets CWI-1.4 and CWI-1.6) and reflected in the below updated impact
tables. Temporary impacts to wetlands, stream, and riparian buffer will be restored to pre-construction
conditions, however, installation within the wetland (CWI-1.6) will result in temporary impact, permanent
conversion of PFO to PEM wetland. Large trees will be avoided as much as possible for boardwalk
installation.
3) To facilitate what I hope to be a desktop review of the Fergusson Property FM corridor delineation,
please provide shapefiles or kml/kmz of the Project Study Limits (6.2 acres), wetlands, and streams as
shown on the delineation maps provided in your response letter dated 5/13/2022.
The shapefile was provided and the following confirmation received from the USACE on May 19, 2022:
Based on your submittal and available remotely sensed information the Corps concurs with your
delineation of potential waters of the U.S. within the Fergusson Property FM corridor and no field
verification is necessary.
I will use the maps titled "Figure 6: Wetlands and Waters of the U.S. Delineation Map" Sheet Nos.
1-5 (attached) from your 5/13/2022 submittal when processing the permit application/request for
this portion of the site.
4) Things sounds positive in my coordination with USFWS on this project. They have sent me a list of
proposed Special Conditions for me to include upon permit issuance so they can concur with a May
Affect not Likely to Adversely Affect determination for the subject federally listed aquatic species.
Please review the following one to make sure your client could abide by it (assume we’re referring to
the entirety of the Fergusson s/d and forcemain project):
The extent of tree removal and grading required for the construction activities must be minimized by
planning and scheduling activities in sequence, as appropriate. Areas where tree removal is not
required and access is not otherwise needed for construction of infrastructure, buildings, or amenities
must be fenced during construction to prohibit vehicle entry. Graded or disturbed soils must be
stabilized with native grasses or mulch covers within 14 days of completion of the disturbance activity.
The client has confirmed they can abide by the aforementioned special condition.

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. 
Forested 
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 
(Conversion 
to PEM) 
Headwater 
Forest 
A  Yes  Both  0.062 
7  Boardwalk 
Installation 
T 
(Conversion 
to PEM) 
Headwater 
Forest 
E  Yes  Both  0.072 
8  Sanitary 
Forcemain  
T 
(Conversion 
to PEM) 
Bottomland 
Hardwood 
Forest 
G  Yes  Both  0.028 
9  Sanitary 
Forcemain 
T 
(Conversion 
to PEM) 
Bottomland 
Hardwood 
Forest 
E & F  Yes  Both  0.058 

2g. Total Temporary Wetland Impact:
0.220 acres

2g. Total Permanent Wetland Impact:
0.144 acres

2g. Total Wetland Impact:
0.364 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 temporary impact, permanent conversion of PFO to PEM, due to the
installation of an aboveground sanitary sewer to connect the proposed utilities to an existing pump station.

Impact 7 consists of 0.072-acres of temporary impact, permanent conversion of PFO to PEM, for the
installation of a boardwalk.

Impacts 8 and 9 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-3, updated Stream Impacts Table: 
3. Stream Impacts 
#  3a. Reason  3b. 
Impact 
type 
3c. Type of 
Impact 
3d. S. 
name 
3e. 
Stream 
Type 
3f. Type of 
Jurisdiction 
3g. S. 
Width 
3h. 
Impact 
Length 
S1  (Impact 4) 
Boardwalk 
Construction 
T  Workpad/ 
Causeway 
A  INT  Both  8  26 
S2  (Impact 6) 
Sanitary 
Sewer Outfall 
T  Workpad/ 
Causeway 
E  PER  Both  7  31 
S3  (Impact 7) 
Boardwalk 
Construction 
T  Workpad/ 
Causeway 
E  PER  Both  8  22 

3i. Total Jurisdictional Ditch Impact:
0

3i. Total Permanent Stream Impacts:
0 acres

3i. Total Temporary Stream Impacts:
0.014 acres

3i. Total Stream and Ditch Impacts:
0.014 acres

3j. Comments:

Impacts S1 and S3 (Impacts 4 and 7) consist of temporary stream impact associated with the installation
of a boardwalk.

Impact S2 (Impact 6) consists of temporary stream impact associated with the installation of a sanitary
sewer line.

Down-stream flow will be maintained during installation and all impacted areas will be returned to previous
conditions immediately following installation..

ePCN Section D-6, updated Buffer Impacts Table: 
6a.  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 4) Greenway Construction 
(allowable upon authorization) 
T  A  No  1,203  446 
(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: 3,423 Zone 2: 2,820
Total Permanent Impacts: Zone 1: 247 Zone 2: 2,535
Total Combined buffer impacts Zone 1: 3,670 Zone 2: 5,355

Please review the updated Impact Maps and contact Lauren Norris-Heflin at [phone] or
[e-mail] if additional information is required.

Sincerely,
Timmons Group

Lauren Norris-Heflin
Environmental Project Manager

Enclosures:

ATTACHMENT 1 Updated Impact Maps

ATTACHMENT 1

UPDATED IMPACT MAPS
32'51'39'36'51'51'51'51'51'51'51'8'40'47'47'47'47'4'46'51'51'51'51'51'51'51'51'51'51'19'29'50'50'46'2'49'51'51'135'53'51'51'51'51'51'51'51'51'51'51'70'135'120'134'120'80'74'74'120'135'131'124'135'120'51'51'52'79'146'135'120'135'135'135'120'135'135'135'135'139'19'35'40'40'40'40'40'40'40'40'40'27'39'95'95'39'27'40'40'40'40'40'40'40'3'37'121'32'91'120'120'19'40'40'40'40'52'120'120'120'120'120'120'120'120'50'40'40'40'40'21'120'114'120'120'120'120'120'120'120'43'25'34'40'40'40'40'40'40'40'40'40'40'40'25'39'95'95'39'25'40'40'40'40'40'40'40'40'40'35'5'36'37'95'105'120'120'21'40'40'40'40'40'120'120'120'120'19'40'40'40'40'40'50'120'120'120'120'120'120'120'120'120'120'120'120'120'120'120'120'52'120'50'40'40'40'40'40'40'120'120'95'11'69'33'33'24'11'28'40'40'40'40'40'40'40'40'25'39'95'95'39'25'40'40'40'40'40'40'40'40'40'40'25'39'120'120'120'120'14'26'14'26'14'26'19'21'50'120'120'120'120'120'120'120'120'120'39'95'95'39'25'40'40'40'40'40'40'40'40'40'40'25'39'95'95'39'36'51'51'51'51'51'51'51'36'120'50'11'29'22'18'33'7'40'4'36'15'25'120'120'120'120'4'40'7'33'18'22'29'11'50'120'120'120'120'120'120'120'120'120'120'120'120'120'120'120'120'65'51'51'51'51'51'51'51'69'125'43'42'23'17'40'40'40'40'40'40'40'40'40'40'40'40'40'40'40'40'40'34'6'120'120'120'120'120'120'120'120'120'120'120'120'120'120'120'120'120'120'19'40'40'40'120'120'120'120'40'40'40'40'40'40'21'120'120'118'120'106'120'120'120'120'120'120'120'120'120'79'8''WFM FMFMFM FMT
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.05/31/2022OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA41804 5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THERALEIGH OFFICE
331331331VICINITY MAP1" = 1000'ENVIRONMENTAL IMPACTS GARNER, WAKE COUNTY, NORTH CAROLINA NEW BETHELSITE DATA TABLE:TOTAL AREA: 167.53 ACRESTOTAL WETLANDS: 6.41 ACRES (279,032 SF)TOTAL STREAMS: 3,257 LFSITE1" = 1000'----COVER SHEET Sheet List TableSheet NumberSheet Title--COVER SHEETCWI-1.1WETLAND IMPACT OVERALL PLANCWI-1.2WETLAND IMPACT INSET PLANCWI-1.3DETAILED WETLAND IMPACT PLANCWI-1.4DETAILED WETLAND IMPACT PLANCWI-1.5DETAILED WETLAND IMPACT PLANCWI-1.6DETAILED WETLAND IMPACT PLANCWI-1.7DETAILED WETLAND IMPACT PLANCWI-1.8DETAILED WETLAND IMPACT PLANCWI-1.9DETAILED WETLAND IMPACT PLANCWI-1.10DETAILED WETLAND IMPACT PLANCWI-1.11DETAILED WETLAND IMPACT PLANCWI-1.12BORE PIT ACCESS PATH DETAILC8.5OFFSITE FORCEMAIN PLAN & PROFILEC8.6OFFSITE FORCEMAIN PLANB & PROFILEC8.7OFFSIGHT FORCE MAIN PLAN & PROFILEC8.8OFFSIGHT FORCEMAIN PLAN & PROFILEC8.9OFFSIGHT FORCEMAIN PLAN & PROFILEC8.10OFFSIGHT FORCEMAIN PLAN & PROFILEC8.11OFFSITE FORCEMAIN PLAN & PROFILE
S SSSSS SSS SSSSSS SSSSS SSSSSSSSSS S SSSSXXXX124'130'39'130'10'42'XXTCX X X CTTTTDSSSSFM FMFM FM FMFMSS SS S SS SSSSG12'' WSSFMFMFMFMFMFM24''WS 8''WFM FMFMFM FMOHU
OHU
OHU
OHU
X
SSS
SS SST
TTTTT
16'' WFMCLIFFORD ROADSWIFT CREEK SWIFT CREEKNEW BETHEL ROADEXISTING STREAMEXISTING STREAMEXISTING WETLANDSEXISTING WETLANDSPROPERTY BOUNDARY50' STREAM BUFFERPROPERTY LINE50' STREAM BUFFEREXISTING WETLANDSEXISTING PUMP STATIONFOR FORCE MAIN TIEPROPOSED PUMP STATIONFOR FORCE MAIN BEGINNINGPROPOSED FORCEMAIN EASEMENTSTREAM AND WETLAND LOCATIONSTAKEN FROM WAKE COUNTY GIS,TIMMONS GROUP SURVEY, ANDTIMMONS GROUP ENVIRONMENTALOVERHEAD POWER EASEMENTEXISTING WETLANDSEXISTING PUMP STATIONJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.05/31/2022OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA41804 5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THERALEIGH OFFICE
331331331NAD 83
LEGENDNEUSE RIPARIAN BUFFERWETLANDS0SCALE 1"=500'1000'500'1" = 500'CWI-1.1WETLAND IMPACT OVERALL PLANSITE DATA TABLE:TOTAL AREA: 167.53 ACRESTOTAL WETLANDS: 6.41 ACRES (279,032 SF)TOTAL STREAMS: 3,257 LF
XX8''WFM FMFMFM FMXXXX124'130'39'130'10'42'XXSWIFT CREEK SWIFT CREEKSWIFT CREEK 15917301.85VU PNS1 SEWER ARV VAULT8''WFM FMFMFM FMOHU
OHU
OHU
OHU
X
S
S SS SS
STT
T
T
T
T
FMSWIFT CREEK SWIFT CREEKCWI-1.3CWI-1.4CWI-1.6CWI-1.7CWI-1.8CWI-1.9CWI-1.5PROPOSED TEMPORARY 10'BORE PIT ACCESS PATHCWI-1.11CWI-1.10JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.05/31/2022OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA41804 5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THERALEIGH OFFICE
331331331NAD 83
LEGENDNEUSE RIPARIAN BUFFERWETLANDS0SCALE 1"=1,000'2,000'1,000'CLIFFORD ROADNEW BETHEL ROADEXISTING PUMP STATIONPROPOSED OFF-SITE FORCEMAINEXISTING WETLANDSSWIFT CREEK1" = 1000'CWI-1.2WETLAND IMPACT INSET PLAN EXISTING PUMP STATIONFOR FORCEMAIN TIE IN100 YEAR FLOOD PLAINSITE DATA TABLE:TOTAL AREA: 167.53 ACRESTOTAL WETLANDS: 6.41 ACRES (279,032 SF)TOTAL STREAMS: 3,257 LFSTREAMSTREAMS TAKEN FROMWAKE COUNTY GIS DATA,TIMMONS GROUP SURVEY, ANDTIMMONS GROUP ENVIRONMENTALWETLAND & STREAM IMPACT LEGEND: PERMANENT PFO WETLANDS - GREEN TEMPORARY PFO WETLANDS - CYAN TEMPORARY STREAM - NAVY 30' ZONE 1 PERMANENT BUFFER IMPACT - PINK 20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW PERMANENT (NO LOSS) STREAM - ORANGE 30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN 20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN TEMPORARY PEM WETLANDS - DARK GREEN TEMPORARY PSS WETLANDS - VIOLET TEMPORARY POW WETLANDS - DARK BLUE PERMANENT STREAM - RED PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINKPOTENTIAL WETLAND LOSS
151(B)150(B)16''W16''W16''W16''W18" RCPINV. OUT= 333.84'OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSSSSANSAN
SANSAN18" RCP CB 207CB 204DI 202CB 203CB 209CB 210FES 208DI 211MH 25MH 23 (5' DIA)MH 24CB 310CB 309CB 311CB 312CB 30830" RCP
24" RCP
24" RCPFES 212PERMANENT PFO WETLAND IMPACT 1PERMANENT ROAD FILL1,478 SFPERMANENT PFO WETLAND IMPACT 1PERMANENT ROAD FILL AND GREENWAY4,781 SFPROPOSED 10' GREENWAYWITH 20' EASEMENTBOARDWALKDESIGNED BYOTHERSPOTENTIAL INDIRECT WETLAND LOSS IMPACT 11,316 SFPOIPRE-CONSTRUCTIONDRAINAGE AREA: 9.95 ACPOST-CONSTRUCTIONDRAINAGE AREA: 0.84 ACJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.05/31/2022OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA41804 5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THERALEIGH OFFICE
331331331NAD 83
SCALE 1"=50'100'50'01" = 50'CWI-1.3DETAILED WETLAND IMPACT PLAN WETLAND & STREAM IMPACT LEGEND: PERMANENT PFO WETLANDS - GREEN TEMPORARY PFO WETLANDS - CYAN TEMPORARY STREAM - NAVY 30' ZONE 1 PERMANENT BUFFER IMPACT - PINK 20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW PERMANENT (NO LOSS) STREAM - ORANGE 30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN 20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN TEMPORARY PEM WETLANDS - DARK GREEN TEMPORARY PSS WETLANDS - VIOLET TEMPORARY POW WETLANDS - DARK BLUE PERMANENT STREAM - RED PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINKPOTENTIAL WETLAND LOSS
143(B)144(B)145(B)146(B)147(B)148(B)149(B)SAN
24" RCP1" PVC30" RCP1" PVC8" PVCSCM 2 36 x 36 inch RISERFES-SCM 2SCM 3 48 X 48 inch RISERFES-SCM 3PERMANENT 20' ZONE 2 IMPACT 4FOR GREENWAY CONSTRUCTION484 SFPROPOSED 10' GREENWAYWITH 20' EASEMENTPERMANENT 20' ZONE 2 IMPACT 2FOR GREENWAY CONSTRUCTION2,029 SFPERMANENT 30' ZONE 1 IMPACT 2FOR GREENWAY CONSTRUCTION83 SFTEMPORARY 20' ZONE 2 IMPACT 3FOR SCM OUTFALL130 SFTEMPORARY 30' ZONE 1 IMPACT 5FOR SCM OUTFALL320 SFPERMANENT 30' ZONE 1 IMPACT 5FOR SCM OUTFALL164 SFTEMPORARY 20' ZONE 2 IMPACT 5FOR SCM OUTFALL264 SFPERMANENT 20' ZONE 2 IMPACT 3FOR SCM OUTFALL22 SFTEMPORARY 20' ZONE 2 IMPACT 4FOR BOARDWALK CONSTRUCTION446 SFTEMPORARY STREAM IMPACT 4FOR BOARDWALK CONSTRUCTION26 LF / 202 SFTEMPORARY 20' ZONE 1 IMPACT 4FOR BOARDWALK CONSTRUCTION1203 SFJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.05/31/2022OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA41804 5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THERALEIGH OFFICE
331331331NAD 83
SCALE 1"=50'100'50'01" = 50'CWI-1.4DETAILED WETLAND IMPACT PLANWETLAND & STREAM IMPACT LEGEND: PERMANENT PFO WETLANDS - GREEN TEMPORARY PFO WETLANDS - CYAN TEMPORARY STREAM - NAVY 30' ZONE 1 PERMANENT BUFFER IMPACT - PINK 20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW PERMANENT (NO LOSS) STREAM - ORANGE 30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN 20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN TEMPORARY PEM WETLANDS - DARK GREEN TEMPORARY PSS WETLANDS - VIOLET TEMPORARY POW WETLANDS - DARK BLUE PERMANENT STREAM - RED PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINKPOTENTIAL WETLAND LOSS
SSSS
A
N
51'
51'
51'
51'
51'135'135'135'380(B)381(B)382(B)FMSXXX X
SSSANSANSA
N 0+000+501+001+502+002+502+96.4812" RJ DIP 401 PROTECTO12" PVC - SDR 35MH 75MH 74TEMPORARY 30' ZONE 1 STREAM IMPACT 6FOR SANITARY SEWER CONSTRUCTION1,900 SFTEMPORARY 20' ZONE 2 STREAM IMPACT 6FOR SANITARY SEWER CONSTRUCTION1,681 SFTEMPORARY STREAM IMPACT 6FOR SANITARY SEWER CONSTRUCTION31 LF / 221 SFPERMANENT CONVERSION TO PEM WETLANDS IMPACT 6FOR SANITARY SEWER CONSTRUCTION2,710 SF30' UTILITY EASEMENTHORIZ SCALE: 1"=50'VERT SCALE: 1"=5IMPACT 6 PROFILE210215220225230210215220225230-0+50 0+001+002+003+00 3+50
227.5222.0217.5215.4216.4
219.3-0+50 0+001+002+003+00 3+50268 LF12" RJ DIP 401 PROTECTO@ 1.02%MH 74TOP 227.60INV IN 218.26 (105-104)INV OUT 218.06 (104-103)MH 75TOP 227.78INV OUT 221.00 (SE)DEPTH 6.78'50' MAX SPAN37"10'EMBEDMENT3' MIN10'EMBEDMENTEXISTING GRADESTREAM LOCATION20" STEEL 0.375"THICK CASING PIPECLASS 1 RIP RAP SLOPEPROTECTION, TYP.RIMS MUST BE RAISED 3' ABOVE Q100OR 12" ABOVE GRADE, SEAL-TIGHT &VENT STACK TO 3' ABOVE Q100JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.05/31/2022OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA41804 5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THERALEIGH OFFICE
331331331NAD 83SCALE 1"=50'100'50'01" = 50'CWI-1.5DETAILED WETLAND IMPACT PLANWETLAND & STREAM IMPACT LEGEND: PERMANENT PFO WETLANDS - GREEN TEMPORARY PFO WETLANDS - CYAN TEMPORARY STREAM - NAVY 30' ZONE 1 PERMANENT BUFFER IMPACT - PINK 20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW PERMANENT (NO LOSS) STREAM - ORANGE 30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN 20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN TEMPORARY PEM WETLANDS - DARK GREEN TEMPORARY PSS WETLANDS - VIOLET TEMPORARY POW WETLANDS - DARK BLUE PERMANENT STREAM - RED PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINKPOTENTIAL WETLAND LOSS
210 210215215215220
220220225
22
5
2302
3
0FMFMFMFM FMFM20103214.29IPF 2FMFMFMFMFMFMFEMA100FEMA100FEMA100FEMA100FEMA100
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
EM
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FEMA
1
0
0
FEMA
1
0
0FEMA100
SSSANSA
N
SA
N
230230PFO WETLANDS50' STREAM BUFFERPROPOSED TRAILPROPOSED FORCE MAIN30' FORCEMAIN EASEMENT30' UTILITY EASEMENTPRESSURE RELEASE VALVEPROPOSED 10' GREENWAYWITH 20' EASEMENTBOARWALK TO BEROUTED TO AVOIDLARGE TREES.177 LF BOARDWALKDESIGN20'X40' DIRECTION BORESTAGING AREADIRECTIONAL BORE 230 LF 12" C-900DR1820'X40' DIRECTIONAL BORESTAGING AREAFUTURE LOCATION OF MAGNOLIAPARK CRUSHED CONCRETE TRAILPROPOSED TEMPORARY 10'STAGING AREA ACCESS PATHPROPOSED TEMPORARY 10' STAGING AREAACCESS PATHNO CLEARING TO BE DONE IN EASEMENTAREA BETWEEN BORE PIT LOCATIONSPERMANENT CONVERSION TO PEM WETLAND IMPACT 7FOR SANITARY FORCEMAIN CONSTRUCTION3113 SFTEMPORARY STREAM IMPACT 7FOR SANITARY SEWER CONSTRUCTION22 LF / 178 SF11+0012+0013+0014+0015+0016+0017+00
18+0020521021522022520521021522022512+75 13+0014+0015+0016+000.00%2.00%8.
0
0%BOARDWALKDESIGNED BY OTHERS.10' PIER SPAN10"1.5' ABOVE 100YR FLOOD PLAINELEVATION (213')ELEV: 214.5'LIMITS OF 100 YRFLOOD PLAINLIMITS OF 100 YRFLOOD PLAINCENTERLINEOF STREAMJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.05/31/2022OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA41804 5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THERALEIGH OFFICE
331331331NAD 83
SCALE 1"=50'100'50'01" = 50'CWI-1.6DETAILED WETLAND IMPACT PLANWETLAND & STREAM IMPACT LEGEND: PERMANENT PFO WETLANDS - GREEN TEMPORARY PFO WETLANDS - CYAN TEMPORARY STREAM - NAVY 30' ZONE 1 PERMANENT BUFFER IMPACT - PINK 20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW PERMANENT (NO LOSS) STREAM - ORANGE 30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN 20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN TEMPORARY PEM WETLANDS - DARK GREEN TEMPORARY PSS WETLANDS - VIOLET TEMPORARY POW WETLANDS - DARK BLUE PERMANENT STREAM - RED PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINKPOTENTIAL WETLAND LOSS
SSSSANSANSANFMFM
FM
FM FMFMFMFM181(C)180(C)179(C)188(C)187(C)XXXX
X
X
XXXXX
X FMFM
FM
FM FMFMFMFMFEMA100FEMA100FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA10
0
FEMA100
FEMA100
FEMA100FEMA100FEMA100FEMA
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0FEMA100 PROPERTY LINESTREAM FROM TIMMONS GROUPSURVEY AND ENVIRONMENTALSTREAM FROMWAKE COUNTYGIS DATAPRESSURE RELEASE VALVEPRESSURE RELEASE VALVEFUTURE LOCATION OF MAGNOLIAPARK GREENWAYPROPOSED TEMPORARY 10'STAGING AREA ACCESS PATH30' FORCE MAIN EASEMENTJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.05/31/2022OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA41804 5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THERALEIGH OFFICE
331331331NAD 83
SCALE 1"=50'100'50'01" = 50'CWI-1.7DETAILED WETLAND IMPACT PLAN LEGENDNEUSE RIPARIAN BUFFERWETLANDS100 YEAR FLOOD PLAINSTREAMWETLAND & STREAM IMPACT LEGEND: PERMANENT PFO WETLANDS - GREEN TEMPORARY PFO WETLANDS - CYAN TEMPORARY STREAM - NAVY 30' ZONE 1 PERMANENT BUFFER IMPACT - PINK 20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW PERMANENT (NO LOSS) STREAM - ORANGE 30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN 20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN TEMPORARY PEM WETLANDS - DARK GREEN TEMPORARY PSS WETLANDS - VIOLET TEMPORARY POW WETLANDS - DARK BLUE PERMANENT STREAM - RED PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINKPOTENTIAL WETLAND LOSS
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFEMA100FEMA100FE
M
A
1
0
0FEMA100FEMA100
FEMA100PROPOSED FORCE MAIN30' FORCE MAIN EASEMENT20'X40' DIRECTIONAL BORESTAGING AREADIRECTIONAL BORE 250 LFOF 12" C-900 DR18NO CLEARING TO BE DONE IN EASEMENTAREA BETWEEN BORE PIT LOCATIONS20'X40' DIRECTIONAL BORESTAGING AREAPFO WETLANDSPFO WETLANDSPERMANENT CONVERSION TO PEM WETLAND IMPACT 8FOR SANITARY FORCEMAIN CONSTRUCTION1214 SFSTREAM CENTERLINEJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.05/31/2022OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA41804 5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THERALEIGH OFFICE
331331331NAD 83SCALE 1"=50'100'50'01" = 50'CWI-1.8DETAILED WETLAND IMPACT PLANLEGENDNEUSE RIPARIAN BUFFERWETLANDS100 YEAR FLOOD PLAINSTREAMWETLAND & STREAM IMPACT LEGEND: PERMANENT PFO WETLANDS - GREEN TEMPORARY PFO WETLANDS - CYAN TEMPORARY STREAM - NAVY 30' ZONE 1 PERMANENT BUFFER IMPACT - PINK 20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW PERMANENT (NO LOSS) STREAM - ORANGE 30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN 20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN TEMPORARY PEM WETLANDS - DARK GREEN TEMPORARY PSS WETLANDS - VIOLET TEMPORARY POW WETLANDS - DARK BLUE PERMANENT STREAM - RED PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINKPOTENTIAL WETLAND LOSSEXCAVATION NOTE:BORE PITS TO BE BACKFILLED WITHA MIX OF DRILL RETURNS AND MINOREXCAVATE MATERIAL. SUITABLETOPSOIL WILL BE SEGREGATED ANDUSED AS THE FINAL SOIL LAYER INTHIS LOCATION AND SEEDEDTO RESTORE THIS AREA TOPRE-CONSTRUCTION CONDITIONS
FMFMFMFMFMFMFMFM FM FM
FMFMFMFMFMFMFMFM FM FM
FEM
A
1
0
0STREAM BASED OFF OFPFO WETLANDSPFO WETLANDSPFO WETLANDSPERMANENT CONVERSION TO PEM WETLAND IMPACT 9FOR SANITARY FORCEMAIN CONSTRUCTION1853 SFPERMANENT CONVERSION TO PEM WETLAND IMPACT 9FOR SANITARY FORCEMAIN CONSTRUCTION662 SFJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.05/31/2022OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA41804 5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THERALEIGH OFFICE
331331331NAD 83SCALE 1"=50'100'50'01" = 50'CWI-1.9DETAILED WETLAND IMPACT PLANLEGENDNEUSE RIPARIAN BUFFERWETLANDS100 YEAR FLOOD PLAINSTREAMWETLAND & STREAM IMPACT LEGEND: PERMANENT PFO WETLANDS - GREEN TEMPORARY PFO WETLANDS - CYAN TEMPORARY STREAM - NAVY 30' ZONE 1 PERMANENT BUFFER IMPACT - PINK 20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW PERMANENT (NO LOSS) STREAM - ORANGE 30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN 20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN TEMPORARY PEM WETLANDS - DARK GREEN TEMPORARY PSS WETLANDS - VIOLET TEMPORARY POW WETLANDS - DARK BLUE PERMANENT STREAM - RED PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINKPOTENTIAL WETLAND LOSSSEEDING NOTE:RESEEDING SHOULD BE COMPLETEDWITH ERNST SEEDS NC PIEDMONT FACWMIX OR APPROVED EQUIVALENT.
FM
FM
FM
FM
FM
FMFMFMFM
FM
FM
FM
FM
FMFMFMFEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FE
M
A
1
0
0FEMA100 FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA10020'X40' DIRECTIONAL BORESTAGING AREA20'X40' DIRECTIONAL BORESTAGING AREAPFO WETLANDSSTREAM CENTERLINENO CLEARING TO BE DONE IN EASEMENTAREA BETWEEN BORE PIT LOCATIONSDIRECTIONAL BORE 124 LFOF 12" C-900 DR18JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.05/31/2022OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA41804 5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THERALEIGH OFFICE
331331331NAD 83SCALE 1"=50'100'50'01" = 50'CWI-1.10DETAILED WETLAND IMPACT PLAN LEGENDNEUSE RIPARIAN BUFFERWETLANDS100 YEAR FLOOD PLAINSTREAMWETLAND & STREAM IMPACT LEGEND: PERMANENT PFO WETLANDS - GREEN TEMPORARY PFO WETLANDS - CYAN TEMPORARY STREAM - NAVY 30' ZONE 1 PERMANENT BUFFER IMPACT - PINK 20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW PERMANENT (NO LOSS) STREAM - ORANGE 30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN 20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN TEMPORARY PEM WETLANDS - DARK GREEN TEMPORARY PSS WETLANDS - VIOLET TEMPORARY POW WETLANDS - DARK BLUE PERMANENT STREAM - RED PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINKPOTENTIAL WETLAND LOSS
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFEMA100FEMA100FEMA100FEMA100FEMA100 PROPOSED FORCE MAINTEMPORARY 20' ZONE 2 IMPACT 10FOR SANITARY FORCEMAIN CONSTRUCTION299 SFSTREAM LOCATION FROMTIMMONS GROUP ENVIRONMENTAL30' FORCE MAIN EASEMENTPSS WETLANDSPFO WETLANDSPFO WETLANDSCREEK LOCATION BASED ONWAKE COUNTY GIS20'X40' DIRECTIONAL BORESTAGING AREA20'X40' DIRECTIONAL BORESTAGING AREADIRECTIONAL BORE 172 LFOF 12" C-900 DR18PROPOSED TEMPORARY 10'STAGING AREA ACCESS PATHSTREAM LOCATION FROMTIMMONS GROUP ENVIRONMENTALNO CLEARING TO BE DONE IN EASEMENTAREA BETWEEN BORE PIT LOCATIONSJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.05/31/2022OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA41804 5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THERALEIGH OFFICE
331331331NAD 83SCALE 1"=50'100'50'01" = 50'DETAILED WETLAND IMPACT PLANLEGENDNEUSE RIPARIAN BUFFERWETLANDS100 YEAR FLOOD PLAINSTREAMWETLAND & STREAM IMPACT LEGEND: PERMANENT PFO WETLANDS - GREEN TEMPORARY PFO WETLANDS - CYAN TEMPORARY STREAM - NAVY 30' ZONE 1 PERMANENT BUFFER IMPACT - PINK 20' ZONE 2 PERMANENT BUFFER IMPACT - YELLOW PERMANENT (NO LOSS) STREAM - ORANGE 30' ZONE 1 TEMPORARY BUFFER IMPACT - BROWN 20' ZONE 2 TEMPORARY BUFFER IMPACT - TAN TEMPORARY PEM WETLANDS - DARK GREEN TEMPORARY PSS WETLANDS - VIOLET TEMPORARY POW WETLANDS - DARK BLUE PERMANENT STREAM - RED PERMANENT CONVERSION TO PEM WETLANDS - LIGHT PINKPOTENTIAL WETLAND LOSSCWI-1.11EXCAVATION NOTE:BORE PITS TO BE BACKFILLED WITHA MIX OF DRILL RETURNS AND MINOREXCAVATE MATERIAL. SUITABLETOPSOIL WILL BE SEGREGATED ANDUSED AS THE FINAL SOIL LAYER INTHIS LOCATION AND SEEDEDTO RESTORE THIS AREA TOPRE-CONSTRUCTION CONDITIONS
FMFMFMFMFMFMFMFMDAKOT
A

D
R
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFEMA1
0
0
FEMA100
FEMA100
FEMA10
0
FEMA
1
0
0
F
EM
A
1
0
0FEMA100FEMA100F
E
M
A
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.05/31/2022OAK MANOR TEMP ACCESS PATH EXHIBIT
GARNER, WAKE COUNTY, NORTH CAROLINA41804 5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THERALEIGH OFFICE
331331331NAD 830SCALE 1"=100'200'100'1" = 50'BORE PIT ACCESS PATH DETAIL LEGENDNEUSE RIPARIAN BUFFERWETLANDS100 YEAR FLOOD PLAINSTREAMCWI-1.12PROPOSED TEMPORARY 10'BORE PIT ACCESS PATHTO FOLLOW EXISTING ROADPROPOSED TEMPORARY 10'BORE PIT ACCESS PATH20'X40' BORE DIRECTIONALBORE STAGING AREA20'X40' BORE DIRECTIONALBORE STAGING AREAMOBILE HILLESTATES30' FORCE MAIN EASEMENTPROPOSED FORCE MAINOREGON TRAIL
190
195
200
205
210
215
220
225
230
190
195
200
205
210
215
220
225
230
NEW 12" C-900 DR18 FORCE MAIN
EXISTING GRADE PRESSURE RELEASE VALVE
MH 2 (5' DIA.)
STA ???
TOP 224.12
INV IN 211.40 (68-2)
INV IN 209.20 (69-2)
INV IN 211.40 (3-2)
INV OUT 209.00 (2-1)
MH 1 (5' DIA.)
STA ???
TOP 222.00
INV IN 208.80 (2-1)
PROPOSED GRADE
APPROX. 230 LF OF 12" HDPE
PROPOSED DIRECTIONAL
BORING
6' MIN
4' MIN
4' MIN
DELINEATED
WETALND
226.9227.6225.3224.4221.8219.5217.5216.6216.7217.4217.6218.2218.4218.2218.5217.5216.8215.5216.5217.9219.2220.4220.6219.6217.8216.4213.8210.1209.5209.5208.2208.5208.4208.7209.4209.6210.0209.8210.5211.2212.0212.3212.2212.2212.5212.7212.5212.4212.7213.0212.8212.8213.6214.4216.3219.7222.7222.00222.00223.20221.68213.28211.710+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 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
2-1
33.61' OF
15" PVC - SDR 26
@ 0.60%MATCHLINE C8.62''W2'
'W
2'
'W
2'
'WFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMF
M
F
M
2''W2'
'W
2'
'W
2'
'WFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMF
M
F
M
SSSSSSSSS
AN SANSANSANSANSANSANFEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA
1
0
0
F
EM
A
1
0
0FEMA100FEMA100FEMA100FEMA100F
E
M
A
1
0
0
F
EM
A
1
0
0
F
EM
A
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100210
210220
220
230230
2062
0
6 208208208 20820
820821
2
212
212
212214
214216216218
218
222 222224
224
226 226228 228232
23
4
236
210
220
208
21
2
21421
6
218
222
210
220
230
20
4
20
4
206208212
214
216
218
222
224
226
228
N/F
SHERRY FEERGUSON,
WINTON BUFFALOE,
DEAN BUFFALOE
PIN:1629-00-3386
(DB 1529 PG E)
ZONING:PRD
0
+
0
0
0+50
1+00
1+50
2+00
2+50
3+00 3+50 4+00 4+50 5+00 5+50 6+006+507+007+508+008+509+00
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
13+
5
0
1
4+
0
0
1
4+
5
0
1
5+
0
0
BORE PIT 1A
BORE PIT 1B
SCM 4 OUTLET PIPE149.76' OF
36" RCP@ 3.00%
NA
D

8
3
SCALE 1"=50'
100'50'0
PROFILE SCALE
0
0
50
5 OFFSITE FORCEMAIN PLAN & PROFILEC8.5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES:\331\41804-Ferguson_New_Bethel\DWG\Sheet\CD\Phase 3\41804-331-C6.0-PROF-2.dwg | by Gibson Blakeslee05/04/2022
OAK MANOR (PHASE 3) GARNER, WAKE COUNTY, NORTH CAROLINA41804NORTH CAROLINA LICENSE NO. C-1652ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH ALL TOWN OF
GARNER, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
331
331
MVZ
SIGNED DATE
APPROVED
Town of Garner
Engineering Department N O R T H C A R O L I
N A
P R O F E S S I O N A L
E N G I N E E RM I C H AE L V. Z A C C A R D OS E A L0 2 2 3 2 1
S-4897
W-3833
N/A SCM FOREBAY - REVISIONSSIGNATURE SET1"= 50'
30' PUBLIC UTILITY
EASEMENT
20' PRIVATE DRAINAGE
EASEMENT
SCM 4
(DRY
DETENTION
POND)
PUMP
STATION
20' PUBLIC UTILITY
EASEMENT
100 YEAR STORM
FLOOD PLAIN
EXISTING
WETLANDS
PROPOSED TOWN OF
GARNER PUBLIC
GREENWAY
WITH 20' EASEMENT
60' PUBLIC UTILITY EASEMENT
(30' - FORCE MAIN & 30' - SEWER
50' NEUSE
RIPARIAN BUFFER
PROPERTY
BOUNDARY
25' PERIMETER
SETBACK
NEW 12" C-900
DR18 FORCE MAIN
TATE'S BRANCH
PRESSURE
RELEASE VALVE
PROPOSED TEMPORARY BORE PIT
ACCESS PATH
200
205
210
215
220
225
230
200
205
210
215
220
225
230
EXISTING GRADE
NEW 12" C-900 DR18
FORCE MAIN
PRESSURE RELEASE VALVE
4' MIN
4' MIN
222.7224.7226.9227.4227.5226.7226.0225.2224.5224.0224.7224.2224.2225.1226.5228.0228.7227.8224.8222.7221.4219.3216.9215.0215.4217.3217.3216.8216.1215.4215.0215.2216.5217.5217.8217.1215.9215.1214.9214.7214.6214.6214.7215.3215.9216.4216.8216.9216.9217.0217.0217.2217.4217.5217.7217.8217.8217.8217.6217.5217.414+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 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+00MATCHLINE C8.5MATCHLINE C8.7PRESSURE RELEASE VALVE
OSC22
OSC28
OSC27
XXXXX
XX
XXXX
X
X
XFMFM
FM
FM
FM
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
FM
FM
FM
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEM
A
1
0
0
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA
1
0
0FEMA100FEMA100
FEMA100FEMA100FEMA100FEMA100FEMA100F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA100FEMA100FEMA100FE
M
A
1
0
0
FE
M
A
1
0
0
F
EM
A
1
0
0
F
E
M
A
1
0
0FEMA100FEMA100
230
220
208
212
214
216
218
222
224
226
214
216
N/FSOUTHERN TRACE HOME OWNERS ASSN INC
PIN:1618-89-2765(DB 13801 PG 2216)
ZONING:R-30
13
+
5
0
14
+
0
0
14
+
5
0
15
+
0
0
15
+
5
0
16+0
0
16+5
0 17+0017+5018+0018+5019+00 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
NAD 83
SCALE 1"=50'
100'50'0
PROFILE SCALE
0
0
50
5
OFFSITE FORCEMAIN PLANB & PROFILEC8.6
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES:\331\41804-Ferguson_New_Bethel\DWG\Sheet\CD\Phase 3\41804-331-C6.0-PROF-2.dwg | by Gibson Blakeslee05/04/2022
OAK MANOR (PHASE 3) GARNER, WAKE COUNTY, NORTH CAROLINA41804NORTH CAROLINA LICENSE NO. C-1652ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH ALL TOWN OF
GARNER, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
331
331
MVZ
SIGNED DATE
APPROVED
Town of Garner
Engineering Department N O R T H C A R O L I
N A
P R O F E S S I O N A L
E N G I N E E RM I C H AE L V. Z A C C A R D OS E A L0 2 2 3 2 1
S-4897
W-3833
N/A SCM FOREBAY - REVISIONSSIGNATURE SET1"= 50'
30' PUBLIC UTILITY
EASEMENT
100 YEAR STORM
FLOOD PLAIN
100 YEAR STORM
FLOOD PLAIN
NEW 12" C-900
DR18 FORCE MAIN
SWIFT CREEK
PRESSURE
RELEASE VALVE
PRESSURE
RELEASE VALVE
200
205
210
215
220
225
230
235
240
245
200
205
210
215
220
225
230
235
240
245
EXISTING GRADE
PRESSURE RELEASE VALVE
4' MIN
4' MIN
217.8217.8217.6217.5217.4217.2217.1217.0217.0216.9217.0217.0217.1217.3217.5217.8218.2218.6218.6218.7218.6218.8219.0218.8217.8216.7215.2214.0214.3214.2214.5215.0216.0217.5219.8222.8226.6226.2220.2217.2215.9215.5215.5215.4215.7215.9216.3217.8221.1226.1232.4238.0242.4239.3236.4234.0231.6229.7228.1226.4225.228+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+00MATCHLINE C8.6MATCHLINE C8.8NEW 12" C-900 DR18 FORCE MAIN
PRESSURE RELEASE VALVE
PRESSURE RELEASE VALVE
XXXX XXX
X
X
XXXXX
OSR4
FMFMFMFMFMFMFMFM
FM
FMFMFMFM
FM
FM
FM FMFMFMFMFMFMFMFMFMFMFMFM
FM
FMFMFMFM
FM
FM
FM FMFMFMFMFEMA100
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100
FEMA100
FEMA100
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
EM
A
1
0
0
F
EM
A
1
0
0
F
EM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA100FEMA100
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100214
216 21627+5028+0028+5029+0029+5030+0030+5031+0031+5032+0032+5033+00
33+50
34+00
34+50
35+0035+5036+0036+5037+0037+50 38+00 38+50 39+00 39+50 40+00 40+50 41+0041+5042+0042+5043+0043+5044+00NAD 83
SCALE 1"=50'
100'50'0
PROFILE SCALE
0
0
50
5 OFFSIGHT FORCE MAIN PLAN & PROFILEC8.7
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES:\331\41804-Ferguson_New_Bethel\DWG\Sheet\CD\Phase 3\41804-331-C6.0-PROF-2.dwg | by Gibson Blakeslee05/04/2022
OAK MANOR (PHASE 3) GARNER, WAKE COUNTY, NORTH CAROLINA41804NORTH CAROLINA LICENSE NO. C-1652ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH ALL TOWN OF
GARNER, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
331
331
MVZ
SIGNED DATE
APPROVED
Town of Garner
Engineering Department N O R T H C A R O L I
N A
P R O F E S S I O N A L
E N G I N E E RM I C H AE L V. Z A C C A R D OS E A L0 2 2 3 2 1
S-4897
W-3833
N/A SCM FOREBAY - REVISIONSSIGNATURE SET1"= 50'
30' PUBLIC UTILITY
EASEMENT
30' PUBLIC UTILITY
EASEMENT
100 YEAR STORM
FLOOD PLAIN
NEW 12" C-900
DR18 FORCE MAIN
PRESSURE
RELEASE VALVE
PROPOSED TEMPORARY BORE PIT
ACCESS PATH
PRESSURE
RELEASE VALVE
190
195
200
205
210
215
220
225
230
190
195
200
205
210
215
220
225
230
EXISTING GRADE
NEW 12" C-900 DR18 FORCE MAIN
APPROX. 249 LF OF PROPOSED
12" HDPE DIRECTIONAL BORING
6' MIN
4' MIN
DELINEATED
WETLAND
225.2224.3224.1224.4224.6223.6221.9219.1215.9213.5211.8211.1210.3210.0209.9210.0210.5211.9213.0213.9214.8215.3215.5215.3215.2215.0214.7214.8214.9215.0215.3215.6215.8215.9216.0216.1216.1216.1216.1216.1216.1216.1216.0215.3214.5214.2214.2214.2214.4214.4214.443+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 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00MATCHLINE C8.7MATCHLINE C8.9DELINEATED WETLANDS DELINEATED WETLAND
PRESSURE RELEASE VALVEFMFMFMFMFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100216
2142
1
6
N/F
CRO
S
S
W
I
N
D
S

D
E
V
E
L
O
P
M
E
N
T
COM
P
A
N
Y
PIN:
1619-
6
3
-
6
7
8
5
(DB 4
8
1
0

P
G

8
0
8
)
ZONI
N
G
:
R-40
N/FJEFF
R
E
Y

P
I
N
T
O
PIN:
1619-
7
2
-
0
7
5
9
(DB 8
1
8
6

P
G

1
1
0
)
ZONI
N
G
:
RMH
N/FCRO
S
S
W
I
N
D
S
DEV
E
L
O
P
M
E
N
T

C
O
M
P
A
N
Y
PIN:
1619-
6
2
-
8
8
5
4
(DB 4
8
1
0

P
G

8
1
0
)
ZONI
N
G
:
RMH
N/F
CRO
S
S
W
I
N
D
S

D
E
V
E
L
O
P
M
E
N
T

C
O
M
P
A
N
Y
PIN:
1619-
6
2
-
8
9
8
5
(DB 4
8
1
0

P
G

8
0
8
)
ZONI
N
G
:
N/F
211 I
N
C
PIN:
1619-
7
2
-
0
8
8
9
(DB 8
5
6
5

P
G

3
6
2
)
ZONI
N
G
:
RMH
N/F
211 I
N
C
PIN:
1619-
7
2
-
1
7
9
6
(DB 8
5
6
5

P
G

3
6
2
)
ZONI
N
G
:

R
M
H
N/FJEFF
P
I
N
T
O
PIN:
1619-
7
2
-
4
6
0
9
(DB 7
8
6
9

P
G

8
7
1
)
ZONI
N
G
:
RMH
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 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 NAD 83
SCALE 1"=50'
100'50'0
PROFILE SCALE
0
0
50
5 OFFSIGHT FORCEMAIN PLAN & PROFILEC8.8
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES:\331\41804-Ferguson_New_Bethel\DWG\Sheet\CD\Phase 3\41804-331-C6.0-PROF-2.dwg | by Gibson Blakeslee05/04/2022
OAK MANOR (PHASE 3) GARNER, WAKE COUNTY, NORTH CAROLINA41804NORTH CAROLINA LICENSE NO. C-1652ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH ALL TOWN OF
GARNER, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
331
331
MVZ
SIGNED DATE
APPROVED
Town of Garner
Engineering Department N O R T H C A R O L I
N A
P R O F E S S I O N A L
E N G I N E E RM I C H AE L V. Z A C C A R D OS E A L0 2 2 3 2 1
S-4897
W-3833
N/A SCM FOREBAY - REVISIONSSIGNATURE SET1"= 50'
30' PUBLIC UTILITY
EASEMENT
NEW 12" C-900
DR18 FORCE MAINPFO WETLAND
PFO WETLAND
PFO WETLAND
205
210
215
220
225
230
235
240
245
250
255
205
210
215
220
225
230
235
240
245
250
255
EXISTING GRADE
NEW 12" C-900 DR18 FORCE MAIN
PRESSURE RELEASE VALVE
4' MIN
224.2224.2223.7223.0221.9220.8219.8219.2218.9218.9218.6218.8219.3220.1221.2222.5223.7225.2226.8228.7230.9233.6236.4239.2241.5243.3244.9246.4247.7249.2250.7252.1253.2253.9254.0254.0254.0254.0253.356+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+00MATCHLINE C8.10DELINEATED WETLAND
MATCHLINE C8.8PRESSURE RELEASE VALVEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM
FMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFEMA100FEMA100FEMA100FEMA100FEMA100FEMA100
FEMA100FEMA100F
E
M
A
1
0
0
FEMA
1
0
0
FEMA100F
EM
A
1
0
0
FE
M
A
1
0
0FEMA100FEMA100 FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100220 230240218222224226228232234236238242244 246 248
N/FCROSSWINDSDEVELOPMENT COMPANYPIN:1619-62-8854(DB 4810 PG 810)ZONING:RMHN/FCROSSWINDS DEVELOPMENT COMPANYPIN:1619-62-8985(DB 4810 PG 808)ZONING:RMHN/F
CROSSWINDS

D
E
V
E
L
O
P
M
E
N
T
COMPANY
PIN:1619-63-9134
(DB 4810 PG 8
0
8
)
ZONING:RMH
N/F
CROSSWINDS

D
E
V
E
L
O
P
M
E
N
T
COMPANY
PIN:1619-63-9004
(DB 4810 PG 8
0
8
)
ZONING:RMH
N/F
CROSSWINDS

D
E
V
E
L
O
P
M
E
N
T
COMPANY
PIN:1619-63-9262
(DB 4810 PG 8
1
0
)
ZONING:RMH
55+5056+0056+5057+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
NAD 83
SCALE 1"=50'
100'50'0
PROFILE SCALE
0
0
50
5 OFFSIGHT FORCEMAIN PLAN & PROFILEC8.9
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES:\331\41804-Ferguson_New_Bethel\DWG\Sheet\CD\Phase 3\41804-331-C6.0-PROF-2.dwg | by Gibson Blakeslee05/04/2022
OAK MANOR (PHASE 3) GARNER, WAKE COUNTY, NORTH CAROLINA41804NORTH CAROLINA LICENSE NO. C-1652ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH ALL TOWN OF
GARNER, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
331
331
MVZ
SIGNED DATE
APPROVED
Town of Garner
Engineering Department N O R T H C A R O L I
N A
P R O F E S S I O N A L
E N G I N E E RM I C H AE L V. Z A C C A R D OS E A L0 2 2 3 2 1
S-4897
W-3833
N/A SCM FOREBAY - REVISIONSSIGNATURE SET1"= 50'
100 YEAR STORM
FLOOD PLAIN
20' PUBLIC UTILITY
EASEMENT
NEW 12" C-900
DR18 FORCE MAIN PRESSURE
RELEASE VALVE
100 YEAR STORM
FLOOD PLAIN
PRESSURE
RELEASE VALVE
200
205
210
215
220
225
230
235
240
245
250
255
200
205
210
215
220
225
230
235
240
245
250
255
EXISTING GRADE
NEW 12" C-900 DR18 FORCE MAIN
APPROX. 172 LF OF PROPOSED
12" HDPE DIRECTIONAL BORING
4' MIN
6' MIN
253.3252.5251.3249.2246.2241.8235.8228.4221.4217.7217.1217.5219.5222.4225.9227.5228.5229.6230.8231.8232.5232.8232.6231.9230.5228.1225.7222.7219.7217.4215.5215.1215.3214.1211.7211.4213.0210.3211.7213.6214.3214.6214.5214.4214.4214.4214.3214.2214.0213.9213.8214.1214.6215.0215.3215.6215.6215.1214.7214.8215.471+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+00MATCHLINE C8.94' MIN
PRESSURE RELEASE VALVE
MATCHLINE C8.11APPROX. 124 LF OF PROPOSED
12" HDPE DIRECTIONAL BORING
DELINEATED WETLAND
F
M
F
M
F
M
F
M
F
M
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMF
M
F
M
F
M
F
M
F
M
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFEMA100FE
M
A
1
0
0FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100
FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100FEMA100220
230
240
214
216218222224226228232234236238242244
220
230
214
216
218
222
224
226
228
232
234
N/FCROSS
W
I
N
D
S

D
E
V
E
L
O
P
M
E
N
T
COMPA
N
YPIN:1619-63
-
6
7
8
5
(DB 481
0

P
G

8
0
8
)
ZONIN
G
:
R-40
(DB 122
2
4

P
G

1
4
9
)
ZONIN
G
:
SB
7
0
+
5
0
7
1
+
0
0
7
1
+
5
0
7
2
+
0
0
7
2
+
5
0
7
3
+
0
0
7
3
+
5
0
7
4
+
0
0
7
4
+
5
0
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+
0
0
85+
5
0
86+
0
0
NA
D

8
3
SCALE 1"=50'
100'50'0
PROFILE SCALE
0
0
50
5 OFFSIGHT FORCEMAIN PLAN & PROFILEC8.10
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES:\331\41804-Ferguson_New_Bethel\DWG\Sheet\CD\Phase 3\41804-331-C6.0-PROF-2.dwg | by Gibson Blakeslee05/04/2022
OAK MANOR (PHASE 3) GARNER, WAKE COUNTY, NORTH CAROLINA41804NORTH CAROLINA LICENSE NO. C-1652ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH ALL TOWN OF
GARNER, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
331
331
MVZ
SIGNED DATE
APPROVED
Town of Garner
Engineering Department N O R T H C A R O L I
N A
P R O F E S S I O N A L
E N G I N E E RM I C H AE L V. Z A C C A R D OS E A L0 2 2 3 2 1
S-4897
W-3833
N/A SCM FOREBAY - REVISIONSSIGNATURE SET1"= 50'
100 YEAR STORM
FLOOD PLAIN
100 YEAR STORM
FLOOD PLAIN
30' PUBLIC UTILITY
EASEMENT
30 PUBLIC UTILITY
EASEMENT
NEW 12" C-900
DR18 FORCE MAIN
SWIFT CREEK
PROPOSED
DIRECTIONAL
BORING
PROPOSED
DIRECTIONAL BORING
PROPOSED TEMPORARY BORE PIT
ACCESS PATH
PRESSURE RELEASE VALVE
STREAM CENTERLINE
195
200
205
210
215
220
225
230
235
240
245
250
255
195
200
205
210
215
220
225
230
235
240
245
250
255
NEW 12" C-900 DR18 FORCE MAIN TO TIE TO
PROPOSED MANHOLE
ELEV INV IN 225.42'
PROPOSED 12" INSIDE DROP
WITHIN EXISTING MANHOLE
215.4215.3786+00 86+50 87+00 87+50 88+00 88+50 89+00 89+47.34
NEW 12" C-900 DR18 FORCE MAIN
4' MIN
MATCHLINE C8.10FMFMFMFMFMFMFMFMFMFMFMFMFMFMN/F
CITY OF R
A
L
E
I
G
H
PIN:1619-76-26
9
8
(DB 12224

P
G

1
4
9
)
ZONING:SB
SS83+5084+0084+5085+00 85+50 86+00 86+50 87+00 87+50 88+00 88+50 89+00 89+47.34
FMFMEXMH-3TOP 4.36INV OUT 210.04 (EXMH-3)EXMH-1
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)EXMH-2342.40' OF36" Ductile Iron@ 0.26%SXXXXXXX X X
XXXXEXISTING
PUMP
STATION
NAD 83
SCALE 1"=50'
100'50'0
PROFILE SCALE
0
0
50
5 OFFSITE FORCEMAIN PLAN & PROFILEC8.11
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES:\331\41804-Ferguson_New_Bethel\DWG\Sheet\CD\Phase 3\41804-331-C6.0-PROF-2.dwg | by Gibson Blakeslee05/04/2022
OAK MANOR (PHASE 3) GARNER, WAKE COUNTY, NORTH CAROLINA41804NORTH CAROLINA LICENSE NO. C-1652ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH ALL TOWN OF
GARNER, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
331
331
MVZ
SIGNED DATE
APPROVED
Town of Garner
Engineering Department N O R T H C A R O L I
N A
P R O F E S S I O N A L
E N G I N E E RM I C H AE L V. Z A C C A R D OS E A L0 2 2 3 2 1
S-4897
W-3833
N/A SCM FOREBAY - REVISIONSSIGNATURE SET1"= 50'
SWIFT CREEK
PROPOSED TEMPORARY BORE PIT
ACCESS PATH
30' PROPOSED UTILITY
EASEMENT