20160300 Ver 1_401 Application_20160516

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hdrinc.com
February 12, 2016
U.S. Army Corps of Engineers
Raleigh Regulatory Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
N.0 Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Subject: Nationwide No. 12 / General Water Quality Certification No. 3884 Approval
Preliminary Jurisdictional Determination
Town of Cary Parallel Raw Water Transmission Main Project
Chatham and Wake Counties, North Carolina
To Whom It May Concern:
HDR, on behalf of the Town of Cary (Town), is submitting a preliminary jurisdictional
determination and Pre -Construction Notification (PCN) application for Section 404/401
approval through the U.S. Army Corps of Engineers (USACE) Nationwide Permit (NWP)
12 and N.C. Division of Water Resources (NCDWR) Water Quality Certification (WQC) No.
3884 for construction activities associated with the parallel Raw Water Transmission Main
(RWTM) project in Chatham and Wake Counties (Figures 1 and 2).
The Town operates and maintains the Cary Apex Water Treatment Facility (CAWTF)
located at 1400 Wimberly Road, Apex, North Carolina. The CAWTF was opened in 1993
and has been in compliance with regulatory standards since its opening. The water
treatment plant is six miles east of B. Everett Jordan Lake (Jordan Lake), which is part of
the Cape Fear River basin. Jordan Lake is operated by the U.S. Army Corps of Engineers
and was created to supply water regionally, control flooding, improve flow downstream,
and provide recreation.
The Raw Water Pump Station (RWPS) is located on the east side of the lake and north of
US 64. The existing RWPS and intake on Jordan Lake were constructed during the initial
16 mgd plant construction in 1993. The RWPS and CAWTF were expanded to 40 mgd in
2002. Two existing RWTMs convey raw water from the RWPS to the CAWTF. An
existing 30 -inch RWTM is located along the south side of US 64, which was constructed
555 Fayetteville Street Suite 900, Raleigh, NC 27601
T 919.232.6600 F 919.232.6642

February 12, 2016
Page 2
as part of the initial plant construction in 1993. A second 42 -inch RWTM was constructed
along the north side of US 64 in 2002 when the RWPS and CAWTF were expanded to 40
mgd. There are five tie-ins that hydraulically connect the 30 -inch and 42 -inch mains
together. The two transmission mains converge to a single 54 -inch transmission main
approximately 1,800 ft from the water treatment facility.
In 2009, the Towns began planning for expansion of the CAWTF (referred to as the Phase
III Expansion). To accommodate increased water demands, the capacity of the CAWTF is
being expanded from 40 mgd to 56 mgd. An EA for the direct impacts of the CAWTF
Phase III Expansion was finalized in May 2012 and a Finding of No Significant Impact
(FONSI) was issued for the project in June 2012. Design and permitting of the Phase III
Expansion project has been completed, and construction began in 2014.
During the preliminary engineering of the CAWTF Phase III Expansion, the existing raw
water transmissions mains were identified as a vulnerable asset. If an existing line were
taken out of service for an extended period, raw water conveyance capacity would not be
sufficient to support the 56 mgd expansion. In addition, hydraulic modeling showed that a
42 -inch parallel transmission line is ultimately required to accommodate a future (Phase
IV) plant expansion, to convey raw water flows above 63 mgd to the CAWTF.
The Town plans construction of approximately 32,219 linear feet of new RWTM from its
existing raw water intake structure in Jordan Lake to the CAWTF. The objectives of the
proposed raw water transmission line are to provide redundancy and reliability to the
Towns serviced by the CAWTF. The addition of the parallel RWTM would also allow the
Town to meet peak CAWTF raw water demand associated with the 56 mgd expansion
with one of the raw water transmission lines out of service.
Jurisdictional Waters of the U.S.
HDR reviewed the proposed alignment for jurisdictional waters of the U.S. under Section
404 of the Clean Water Act. The project area was examined according to the methodology
described in the USACE 1987 Wetland Delineation Manual, USACE Post-Rapanos
guidance, the recent USACE Regional Supplement, and the NCDWR Guidance. On-site
reconnaissance, conducted in September and October 2013, revealed that the project
crosses several unnamed jurisdictional streams and tributaries within the proposed project
area as well as wetlands (Figure 3). The completed USACE Wetland Determination Data
Forms and NCDWR Stream Identification Forms are attached. Table 1 provides a
summary of the delineated features within the 40 foot wide study area.

February 12, 2016
Page 3
Table 1. Summary of Waters of the U.S.
Estimated
StreamlWetlandl
Amount of
Open Water/Pond
Stream
Cowardin
Aquatic
Class of
Site Number in
Latitude
Longitude
Classification
Classification
Resource in
Aquatic
Study Area
Study Area
Resource
(If or ac)
01
35.736884
-79.014762
N/A
PUB2
<0.2
non section
10 - non -tidal
W1
35.736948
-79.01314
N/A
PFO2
<0.001
non section
10 - non -tidal
W2
35.735497
-78.984569
N/A
PEM2
0.05
non section
10 - non -tidal
P1
35.735846
-78.982301
N/A
PUB3
0.05
non section
10 - non -tidal
W3
35.736223
-78.979161
N/A
PFO1
0.03
non section
10 - non -tidal
W4
35.736894
-78.974354
N/A
PFO1
0.01
non section
10 - non -tidal
S1
35.735846
-78.982301
Intermittent
R3UB2
<40If
non section
10 - non -tidal
W5
35.740448
-78.953045
N/A
PSS1
0.13
non section
10 - non -tidal
W6
35.741663
-78.941524
N/A
PFO1
0.04
non section
10 - non -tidal
S2
35.741685
-78.941598
Intermittent
R3UB1
< 60 If
non section
10 - non -tidal
P2
35.74196
-78.938364
N/A
PUB2
< 0.01
non section
10 - non -tidal
W7
35.742146
-78.936503
N/A
PFO1
0.02
non section
10 - non -tidal
W8
35.746935
-78.922233
N/A
PEM2
0.08
non section
10 - non -tidal
non section
W9
35.748297
-78.921414
N/A
PEM2
0.1
10 - non -tidal
non section
W10
35.748924
-78.921481
N/A
PEM2
0.03
10 - non -tidal
non section
S3
35.750661
-78.918178
Perennial
R3RB2
< 100 If
10 - non -tidal

February 12, 2016
Page 4
Impacts to Jurisdictional Waters
The proposed RWTM was designed to avoid and minimize impacts to jurisdictional
streams and wetlands. Each crossing will be installed at near perpendicular angles to the
existing stream to reduce impacts to channels and riparian areas. Stream beds will be
returned to their pre -construction elevation following excavation and placement of pipe at
the stream crossings. Stream banks will be sloped back, seeded and matted with erosion
control material. Rip rap associated with the "Ford" style stream crossings will be buried at
the existing stream bed elevation to allow for aquatic life movement and not to restrict
flows.
Sediment and erosion control measures will be employed prior to construction and
inspected and maintained throughout the duration of the project. The NWP 12 does not
require compensatory mitigation for permanent stream impacts less than 150 If.
Wetland impacts have also been minimized during the planning process for the project
and are further minimized by returning grades to their pre -construction elevations following
pipe installation. In addition, the permanent maintenance corridor is reduced to 30 feet
wide through jurisdictional wetlands.
Aaencv Corresaondence
Cultural Resources
HDR coordinated with the N.C. State Historic Preservation Office (SHPO) on the location
of the preferred alignment for the proposed RWTM and documented this in Appendix D of
the Final EA. The concurrence letter dated June 26, 2014 regarding the alignment is
attached.
Federally Protected Species
HDR obtained updated species lists from the U.S Fish and Wildlife's (USFWS) website
(http://www.fws.gov/raleigh/species/cntylist/nc_counties.html) which were last updated in
November 2015 for Chatham County and April 2015 for Wake County. Table 2 represents
the species under federal protection in Wake and Chatham Counties. Other species have
been classified as federal species of concern and are not subject to consultation.

February 12, 2016
Page 5
Table 2. Federally Protected Species for Wake and Chatham Counties, North Carolina.
Common Name
Scientific Name
Federal Status
Habitat Present
Bald eagle
Haliaeetus leucocephalus 1, 2
BGPA
Yes
Cape Fear shiner
Notropis mekistocholas 2
E
No
Red -cockaded woodpecker
Picoides borealis' , 2
E
Yes
Northern long-eared bat
Myotis septentrionalis
T
Yes
Dwarf -wedge mussel
Alasmidonta heterodon'
E
No
Harperella
Ptilimnium nodosum 2
E
No
Michaux's sumac
Rhus michauxii 1
E
Yes
E - Endangered. A taxon "in danger of extinction throughout all or significant portion of its range."
T — Threatened. A taxon 'likely to become endangered within the foreseeable future throughout all or a
significant portion of its range.
BGPA — Bald and Golden Eagle Protection Act.
1 — indicates a listing for Wake County
2 — indicates a listing for Chatham County
HDR conducted species surveys along the study area in September and October 2013
(9/11, 9/12, 10/2, and 10/28). No suitable habitat exists for the Cape Fear shiner, dwarf -
wedge mussel, or harperella within the study area. Although potential suitable habitat for
red -cockaded woodpecker and Michaux's sumac occurs within the study area, surveys for
the species did not result in any occurrences. Concurrence on the project was received
from USFWS on July 11, 2014; however, since that date the Northern long-eared bat
(NLEB) has been listed as federally threatened and noted in Wake County. Surveys for
the NLEB were not conducted during the field effort in 2013 as the species had not been
listed; however, suitable habitat for the species may occur within the project area.
Suitable habitat exists in the project area for the bald eagle near the western portion of the
project as it is directly adjacent to the Lake. However, no impact to this species is
anticipated as the nearest known nesting site is approximately 1 mile away from the
preferred alignment. Since the proposed RWTM is adjacent to US 64 it is not likely to
reduce foraging or nesting habitat for the bald eagle.
Correspondence (December 2015) has been sent to the USFWS requesting comments on
any possible issues that may emerge with respect to the NLEB since obtaining the FONSI
for the project. To date, no response has been received; but when a response is received,
we will forward it promptly.
We are hereby requesting a preliminary jurisdictional determination for delineated waters
of the U.S. and authorization to construct the proposed Project under a Section 404 NWP

February 12, 2016
Page 6
12 and Section 401 WQC No. 3884. If you have any questions or require additional
information after your review of the enclosed information, please contact me at (919) 232-
6637 or [e-mail].
Respectfully,
HDR Engineering, Inc. of the Carolinas
Vickie Miller, AICP, PWS
Senior Environmental Scientist
Attachments: Pre -Construction Notification
Adjacent Landowners (parcel IDs)
Figure 1. Project Location
Figure 2. U.S. Geological Survey Quadrangles
Figure 3. Jurisdictional Waters of the U.S.
Figure 4. NRCS Soils Survey
Project Plans
Wetland and Stream Impact Sheets
Buffer Impact Sheets
Request for Preliminary Jurisdiction Determination Form
NCDWR Stream Identification Form
USACE Wetland Determination Data Form
SHPO Concurrence Letter
USFWS Concurrence Letter
cc: Robert Hirt, PE — Town of Cary
Matt Shultz, PE — HDR

_0A 0� W A T��
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 14
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Town of Cary Parallel Raw Water Transmission Main
2b.
County:
Chatham and Wake
2c.
Nearest municipality / town:
Cary
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
See attached plans containing parcel boundaries and property owner information.
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
3e. City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 14
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Municipality
4b.
Name:
Steve Brown, PE (Director of Water Resources) / Robert Hirt, PE (Utility Engineering
Supervisor)
4c.
Business name
(if applicable):
Town of Cary
4d.
Street address:
PO Box 8005
4e.
City, state, zip:
Cary, NC 27512-8005
4f.
Telephone no.:
919-481-5099
4g.
Fax no.:
919-460-4935
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Vickie Miller, AICP, PWS
5b.
Business name
(if applicable):
HDR Engineering, Inc. of the Carolinas
5c.
Street address:
555 Fayetteville Street, Suite 900
5d.
City, state, zip:
Raleigh, NC 27601
5e.
Telephone no.:
919.232.6637
5f.
Fax no.:
919.232.6642
5g.
Email address:
[e-mail]
Page 2 of 14

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
See attached
1 b. Site coordinates (in decimal degrees):
Latitude: 35.741551 Longitude: -78.950055
1c. Property size:
The project area is approximately 30 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT to New Hope River Arm of Jordan Lake (Streams1
proposed project:
and 2) and UT to White Oak Creek (Stream 3)
2b. Water Quality Classification of nearest receiving water:
WS -IV, NSW
2c. River basin: map is available at
Cape Fear (HUC 03030002060)
http://h2o.enr.state.nc.us/admin/maps/
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project area occurs adjacent to existing road right of way along US 64. In some locations the proposed line is along
low density residential and forested areas. These land uses are consistent with aerial imagery and recent onsite visits.
3b. List the total estimated acreage of all existing wetlands on the property:
<1ac
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 94 linear feet (If) of intermittent stream and approximately 62 If of perennial stream were identified within or
near by the proposed project including:
- 63 If of intermittent Stream 1 (UT to New Hope River Arm of Jordan Lake)
- 31 If of intermittent Stream 2 (UT to New Hope River Arm of Jordan Lake)
- 62 If of perennial Stream 3 (UT to White Oak Creek)
3d. Explain the purpose of the proposed project:
The Town plans construction of approximately 32,219 linear feet of new RWTM from its existing raw water intake structure in
Jordan Lake to the CAWTF. The objectives of the proposed raw water transmission line are to provide redundancy and
reliability to the Towns serviced by the CAWTF. The addition of the parallel RWTM would also allow the Town to meet peak
CAWTF raw water demand associated with the 56 mgd expansion with one of the raw water transmission lines out of service.
3e. Describe the overall project in detail, including the type of equipment to be used:
The Town proposes constructing approximately 32,219 linear feet of 54 -inch raw water transmission main from the raw water
pump station at Jordan Lake to the Cary Apex Water Treatment Facility. Standard construction equipment will be used, such
as excavators, backhoes, hauling trucks, etc.
Page 3 of 14
PCN Form — Version 1.3 December 10, 2008 Version

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
El Yes ®No El Unknown
4b.
If the Corps made the jurisdictional determination, what type of
determination was made?
El Preliminary El Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
Page 4 of 14

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number-
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ - non -404, other)
(acres)
Temporary T
W2 ❑ P ®T
Excavation
PEM2A
❑ Yes
® No
® Corps
❑ DWQ
0.02
W2 ® P ❑ T
Excavation
PEM2A
❑ Yes
® No
® Corps
❑ DWQ
0.01
W3 ❑ P ®T
Excavation
PFO1A
® Yes
❑ No
® Corps
❑ DWQ
<0.01
W3 ®P ❑ T
Excavation
PFO1A
® Yes
❑ No
® Corps
❑ DWQ
<0.01
W4 ❑ P ®T
Excavation
PFO1A
® Yes
❑ No
® Corps
❑ DWQ
<0.01
W4 ® P ❑ T
Excavation
PFO1A
® Yes
❑ No
® Corps
❑ DWQ
<0.01
W5 ❑ PEI T
Excavation
PSS1A
❑ Yes
® No
® Corps
❑ DWQ
0.05
W5 ® P ❑ T
Excavation
PSS1A
❑ Yes
® No
® Corps
❑ DWQ
0.03
W6 ❑ P ® T
Excavation
PFO1A
® Yes
❑ No
® Corps
❑ DWQ
0.01
W6 ®P ❑ T
Excavation
PFO1A
® Yes
❑ No
® Corps
❑ DWQ
<0.01
W7 ❑ P ® T
Excavation
PFO1A
® Yes
❑ No
® Corps
❑ DWQ
<0.01
W7 ® P ❑ T
Excavation
PFO1A
® Yes
❑ No
® Corps
❑ DWQ
<0.01
W8 ❑ P ® T
Excavation
PEM2A
® Yes
❑ No
® Corps
❑ DWQ
0.02
W8 ® P ❑ T
Excavation
PEM2A
® Yes
❑ No
® Corps
❑ DWQ
0.01
W9 ❑ P ®T
Excavation
PEM2A
® Yes
❑ No
® Corps
❑ DWQ
0.02
W9 ® P ❑ T
Excavation
PEM2A
® Yes
❑ No
® Corps
❑ DWQ
0.01
W10 ❑ P ® T
Excavation
PEM2A
® Yes
❑ No
® Corps
❑ DWQ
<0.01
W10 ® P ❑ T
Excavation
PEM2A
® Yes
❑ No
® Corps
❑ DWQ
<0.01
2g. Total wetland impacts
0.19
2h. Comments: There are no impacts anticipated for W1.
Page 5 of 14

3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Fill (check dam),
UT to New Hope
❑ PER
® Corps
S1 ❑ P ®T
excavation &
River Arm of
®INT
®DWQ
3
48
dewatering)
Jordan Lake
S1 ®P ❑ T
Fill (Ford style
River Arm of UT to New Hope
E] PER
®Corps
3
15
crossing)
Jordan Lake
®INT
®DWQ
Fill (check dam),
UT to New Hope
❑ PER
® Corps
S2 ❑ PET
excavation &
River Arm of
®INT
®DWQ
5
31
dewatering)
Jordan Lake
S3 ❑ PET
Fill (check dam),
excavation &
UT to White Oak
® PER
® Corps
10
47
dewatering)
Creek
E] INT
®DWQ
S3 ® P ❑ T
Fill (Ford style
UT to White Oak
® PER
® Corps
10
15
crossing)
Creek
❑ INT
® DWQ
3h. Total stream and tributary impacts
156
3i. Comments:
The proposed RWTM was aligned to avoid and minimize impacts to jurisdictional streams and wetlands. Each crossing will be
installed at near perpendicular angles to the existing stream to reduce impacts to channels and riparian areas. Stream beds
will be returned to their pre -construction elevation following excavation and placement of pipe at the stream crossings. Stream
banks will be sloped back, seeded and matted with erosion control material. Rip rap associated with the "Ford" style stream
crossings will be buried at the existing stream bed elevation to allow for aquatic life movement and not to restrict flows.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water im acts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
— Permanent
(P) or
Temporary T
01 ❑ PEI T
02 ❑P❑T
03 ❑ PEI T
04 ❑ PEI T
4f. Total open water impacts
0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
Page 6 of 14

5a.
Pond ID
number
5b.
Proposed use or purpose of
pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g.
Comments:
5h.
Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i.
Expected pond surface area (acres):
5j.
Size of pond watershed (acres):
5k.
Method of construction:
Page 7 of 14

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar -Pamlico ® Other: Jordan
Lake
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
B1 ❑ P ®T
Clearing
Jordan Lake
®Nos
14,485
18,437
Permanent
❑ Yes
B1 ® P ❑ T
maintenance
Jordan Lake
® No
7,870
1,168
corridor
B2 ❑ P ®T
Clearing
Pond 1
® Nos
2,684
1,760
Permanent
❑ Yes
B2 ®P ❑ T
maintenance
Pond 1
® No
794
431
corridor
B3 ❑ P ® T
Clearing
Stream 1
® Nos
2,961
1,894
Permanent
❑ Yes
B3 ® P ❑ T
maintenance
Stream 1
® No
678
486
corridor
B4 ❑ P ®T
Clearing
Pond 2
® Nos
781
2,032
Permanent
❑ Yes
B4 ®P ❑ T
maintenance
Pond 2
® No
0
521
corridor
B5 ❑ P ®T
Clearing
Stream 2
❑ Nos
1,622
1,033
Permanent
❑ Yes
B5 ® P ❑ T
maintenance
Stream 2
® No
725
473
corridor
B6 ❑ P ®T
Clearing
Pond 3
® Nos
1,575
2,387
Permanent
❑ Yes
B6 ®P ❑ T
maintenance
Pond 3
® No
0
910
corridor
B7 ❑ P ® T
Clearing
Stream 3
® Nos
3,530
2,361
Permanent
❑ Yes
B7 ®P ❑ T
maintenance
Stream 3
® No
635
482
corridor
6h. Total buffer impacts
38,340
34,375
6i. Comments: Temporary Zone 1 —27,638 sq ft (0.63 ac); Temporary Zone 2 — 29,904 sq ft (0.69 ac); Permanent Zone 1 —
10,702 sq ft (0.25 ac); Permanent Zone 2 — 4,471 sq ft (0.10 ac)
Page 8 of 14

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1 a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed RWTM was aligned and generally follows existing US 64 to avoid and minimize impacts to jurisdictional
streams and wetlands. All stream crossings are at perpendicular angles to reduce impacts to channels and riparian
areas. The alignment was shifted in places to avoid and minimize stream and wetland crossings. Wetland 1 was avoided
entirely.
b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Stream beds will be returned to their pre -construction elevation following excavation and placement of pipe at the stream
crossings. Stream banks will be sloped back, seeded and matted with erosion control material. The "ford style" stream
crossings will be buried at the existing stream bed elevation and temporary "culvert style" crossing will be installed an
elevation and slope to allow for aquatic life movement and not to restrict flows. Sediment and erosion control measures
will be employed prior to construction and inspected and maintained throughout the duration of the project.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
Page 9 of 14
PCN Form — Version 1.3 December 10, 2008 Version

5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? If yes, you will have to fill out this entire form — please
contact the State for more information.
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 10 of 14

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The project is placement of an underground utility and will not create
❑ Yes ® No
any concentrated flows.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The project does not increase impervious surfaces or stormwater flows.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
F1 USMP❑
apply (check all that apply):
Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 11 of 14
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes
❑ No
use of public (federal/state) land?
1
If you answered "yes" to the above, does the project require preparation of an
�.
environmental document pursuant to the requirements of the National or State
® Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
® Yes
❑ No
letter.)
Comments: SEPA FONSI is attached
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes
® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
No additional capacity is being provided and no further cumulative impacts are anticipated.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 12 of 14
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
® Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
HDR conducted species surveys along the study area in September and October 2013 (9/11, 9/12, 10/2, and 10/28). No
suitable habitat exists for the Cape Fear shiner, dwarf -wedge mussel, or harperella within the study area. Although potential
suitable habitat for red -cockaded woodpecker and Michaux's sumac occurs within the study area, surveys for the species did
not result in any occurrences. Concurrence on the project was received from USFWS on July 11, 2014; however, since that
date the northern long-eared bat (NLEB) has been listed as federally threatened and noted in Wake County. Surveys for the
NLEB were not conducted during the field effort in 2013 as the species had not been listed; however, suitable habitat for the
species may occur within the project area.
Suitable habitat exists in the project area for the bald eagle near the western portion of the project as it is directly adjacent to
the Lake. However, no impact to this species is anticipated as the nearest known nesting site is approximately 1 mile away
from the preferred alignment. Since the proposed RWTM is adjacent to US 64 it is not likely to reduce foraging or nesting
habitat for the bald eagle.
Correspondence (December 2015) was sent to the USFWS requesting comments on any possible issues that may emerge
with respect to the NLEB since obtaining the FONSI for the project. The response letter has been received and is attached.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
EFH Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
® Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
HDR coordinated with the N.C. State Historic Preservation Office (SHPO) on the location of the preferred alignment for the
proposed RWTM and documented this in Appendix D of the Final EA. The concurrence letter dated June 26, 2014 regarding
the alignment is attached.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: The project will only temporarily impact the existing floodplains.
There will be no permanent above grade fill within regulated floodplains.
8c. What source(s) did you use to make the floodplain determination? NC Flood Risk Information System
Page 13 of 14

Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 14 of 14

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LEGEND
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FIGURE 2B
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FIGURE 4A
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LEGEND
Study Area (40' wide)
CrB2-Creedmoor sandy loam, 2-6%, eroded
Parallel Raw Water Transmission Pipeline
CrC-Creedmoor sandy loam, 6-10%
_
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CrC2-Creedmoor sandy loam, 6-10%, eroded
NRCS SOI/ Series
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_
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CrE-Creedmoor sandy loam, 10-20%
-
CcD-Carbonton-Brickhaven complex, 10-15%
FaB-Faceville sandy loam, 2-6%
CrB-Creedmoor sandy loam, 2-6%
GrB-Granville sandy loam, 2-6%
DATA SOURCE: ESRI and partners; HDR Design file; NRCS Wake and Chatham Counties soils
UdC
01
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LEGEND
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TOWN OF CARY I CARYIAPEX PARALLEL RAW WATER TRANSMISSION MAIN I JD AND 401/404 PERMIT APPLICATION

B. EVERETT
JORDAN LAKE
TOWN OF CARY
RAW WATER PUMP STATION
BEGIN RAW WATER
TRANSMISSION MAIN
U HIGHWAY 64
C -01W
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INDEX OF DRAWINGS
GENERAL
G -01W WETLAND AND STREAM IMPACTS - ORIENTATION PLAN
RAW WATER TRANSMISSION MAIN
C-01 W WETLAND AND STREAM IMPACTS - DETAIL MAP 1
C -02W WETLAND AND STREAM IMPACTS - DETAIL MAP 2
C -03W WETLAND AND STREAM IMPACTS - DETAIL MAP 3
C -04W WETLAND AND STREAM IMPACTS - DETAIL MAP 4
C -05W WETLAND AND STREAM IMPACTS - DETAIL MAP 5
C -06W WETLAND AND STREAM IMPACTS - DETAIL MAP 6
C -07W WETLAND AND STREAM IMPACTS - DETAIL MAP 7
C -08W WETLAND AND STREAM IMPACTS - DETAIL MAP 8
C -09W WETLAND AND STREAM IMPACTS - DETAIL MAP 9
C-1 OW
WETLAND AND STREAM IMPACTS -DETAIL MAP 10
C -11W WETLAND AND STREAM IMPACTS -DETAIL MAP 11
0
n
0
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0
OLIVE
PROJECT MANAGER M. SHULTZ, PE
N
PRELIMINARY RAW WATER WETLAND AND STREAM IMPACTS
HDR Engineering, Inc.
of
NCIB Carolinas NOT FOR TRANSMISSION ORIENTATION PLAN
NCBELS License No. F-0116
440 S. Church SL, Suite 1000 CONSTRUCTION PARALLEL PIPELINE
Charlotte, INC 28202-2076
704.338.6700 OR RECORDING WT- 9 SHEET
F)l p 1" 2" FILENAME OOG-01 W.dwg
TOWN OF CARY NORTH CAROLINA SCALE NOT TO SCALE G-01 W
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. MCPHERSON, PE
DRAWN BY
J. POWERS
- X7/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
�ie�R<Y
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT NUMBER
00234-191838-018
END RAW WATER boyo
TRANSMISSION MAIN
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OLIVE
PROJECT MANAGER M. SHULTZ, PE
N
PRELIMINARY RAW WATER WETLAND AND STREAM IMPACTS
HDR Engineering, Inc.
of
NCIB Carolinas NOT FOR TRANSMISSION ORIENTATION PLAN
NCBELS License No. F-0116
440 S. Church SL, Suite 1000 CONSTRUCTION PARALLEL PIPELINE
Charlotte, INC 28202-2076
704.338.6700 OR RECORDING WT- 9 SHEET
F)l p 1" 2" FILENAME OOG-01 W.dwg
TOWN OF CARY NORTH CAROLINA SCALE NOT TO SCALE G-01 W
IE
IC
IE
IA
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. MCPHERSON, PE
DRAWN BY
J. POWERS
- X7/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT NUMBER
00234-191838-018
IE
IC
IE
IA

I FLPW
I JORDAN LAKE N RAW
—
RAW RAW �
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
FROM DATE, THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
OF ENGINEERS WETLAND DELINEATION MANUAL.
NAME:
TITLE:
DATE:
02 \-06
G,
V07
PROJECT MANAGER M. SHIII T7PF
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
HDR Engineering, Inc.
of the Carolinas DRAWN BY J. POWERS
NCBELS License No. F-0116 - 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, NC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700 _ 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
WETLAND 1
NUMBER
NORTHING
EASTING
01
723113.3
1996100.7
02
7223151.9
1996093.3
03
723169.7
1996088.1
04
723172.4
1996091.6
05
723162.0
1996110.0
06
723135.5
1996105.7
07
723113.8
1996107.8
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
o
N
LEGEND
DELINEATED WETLAND
WETLANDS WITHIN CONSTRUCTION CORRIDOR
WETLANDS WITHIN MAINTENANCE CORRIDOR
— -UPE- —
UTILITY AND PIPING EASEMENT
— - TCE - —
TEMPORARY CONSTRUCTION EASEMENT
-
54"/42" RAW WATER TRANSMISSION MAI',
WETLAND AND STREAM IMPACTS
DETAIL MAP 1
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NCBELS License No. F-0116 - 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, INC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700
04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
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PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. MCPHERSON, PE
F)j HDR Engineering, Inc.
oft e Carolinas DRAWN BY J. POWERS
NCBELS License No. F-0116 - 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, INC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700
04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
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UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
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TITLE:
DATE:
PROJECT MANAGER M.SHULTZ,PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D.McPHERSON,PE
F)j HDR Engineering, Inc.
oft e Carolinas DRAWN BY J. POWERS
NCBELS License No. F-0116 - 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, INC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700 _ 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
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UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
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of the Carolinas DRAWN BY J. POWERS
NCBELS License No. F-0116 - 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, NC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700 _ 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
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DESIGN ENGINEER M. SHULTZ, BE
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FY&6 HDR Engineering, Inc. DRAWN BY J. POWERS
of the Carolinas
NCBELS License No. F-0116 = 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 03/2015 90% SUBMITTAL
Charlotte, NC 28202-2075 06/2014 75% SUBMITTAL
704.338.6700
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
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723612 2009948
PROJECT MANAGER M. SHULTZ, BE
DESIGN ENGINEER M. SHULTZ, BE
CHECKED BY D. MCPHERSON, PE
FY&6 HDR Engineering, Inc. DRAWN BY J. POWERS
of the Carolinas
NCBELS License No. F-0116 = 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 03/2015 90% SUBMITTAL
Charlotte, NC 28202-2075 06/2014 75% SUBMITTAL
704.338.6700
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
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PROJECT MANAGER M. SHULTZ, PE
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HDR Engineering, Inc.
of the Carolinas DRAWN BY I POWERS
NCBELS License No. F-0116 - 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, NC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700 _ 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
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TITLE:
DATE:
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. MCPHERSON, PE
HDR Engineering, Inc.
of the Carolinas DRAWN BY I POWERS
NCBELS License No. F-0116 - 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, NC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700 _ 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
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NCBELS License No. F-0116 = 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 03/2015 90% SUBMITTAL
Charlotte, NC 28202-2075 06/2014 75% SUBMITTAL
704.338.6700
04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
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LEGEND
50
724840.7
2017341.1
PERMANENT WETLAND IMPACTS
162 SF
51
724852.2
2017338.1
DELINEATED WETLAND
52
724871.3
2017330.3
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
WETLANDS WITHIN CONSTRUCTION CORRIDOR
53
724898.5
2017304.0
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
A
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
54
724894.1
2017340.0
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
WETLANDS WITHIN. MAINTENANCE CORRIDOR
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
55
724876.2
2017367.4
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (S) YEARS
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
STREAM 2 CROSSING WITHIN
STREAMS WITHIN CONSTRUCTION CORRIDOR
724870.3
2017382.2
OF ENGINEERS WETLAND DELINEATION MANUAL.
CONSTRUCTION CORRIDOR
— —UPE— —
UTILITY AND PIPING EASEMENT
57
724842.4
2017389.5
NAME:
LOCATION NORTHING FASTING
LENGTH (FT)
— —TCE— —
TEMPORARY CONSTRUCTION EASEMENT
58
724835.3
2017380.8
TITLE:
S2 724903 2017300
31
—
42" RAW WATER TRANSMISSION MAIN
59
724850.3
2017369.8
DATE:
724880 2017322
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
F)72� HDR Engineering, Inc.
of the Carolinas DRAWN BY J. POWERS
NCBELS License No. F-0116 = 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 03/2015 90% SUBMITTAL
Charlotte, NC 28202-2075 06/2014 75% SUBMITTAL
704.338.6700
04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
N
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
TOWN OF CARY
WT -1194
NORTH CAROLINA
WETLAND AND STREAM IMPACTS
DETAIL MAP 7
0 1• 2• FILENAME OOC-07W.dwg SHEET
SCALE 1"=40' C -07W

o
N
- --- ---
---��iW'-- --- --- ---
--- --- ---
---R/W—
---
WETLAND 7 IMPACTS
L
I
- RAW RAW
— RAW RAW RAW
PP
RAW RAW RAW,RAW RAW RAW
RAW
RAW KEY NOTES:
NUMBER
NORTHING EASTING
DISTURBED WETLAND AREAS WILL BI
PERMANENT WETLAND IMPACTS 5 IF
60
725034.6 2018810.2
RETURNED TO PRE -CONSTRUCTION
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
O
CONTOURS.
A
US HIGHWAY 64 (WESTBOUND LANES)UJ
61
725063.8 2018839.6
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
Fm
WETLANDS WITHIN MAINTENANCE CORRIDOR
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
62
725084.2 2018852.1
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
63
725048.4 2018865.3
— —UPE— —
N
US HIGHWAY 64 (EASTBOUND LANES)
UJ
w
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64
725018.1 2018853.3
— —TCE— —
O
NAME:
Z
Q IAW RAW
RAW - -RAW �W -- - RAW
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RAW RAW RAW - C
42" RAW WATER TRANSMISSION MAIN
TITLE:
F
Z
- -
-
O;62
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UI— UPE — —— UPE — —— UPE — —— UPE
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TO
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— — TOE T — TCE — — TCE — — TOE — — TCE — — TOE
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— TOE — —TCE 61
—TCE — —T(
wa
60—�
63
ZI
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64
I
I
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1
I
I
I
I
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DATE:
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. MCPHERSON, PE
F)j HDR Engineering, Inc.
of the Carolinas DRAWN BY J. POWERS
NCBELS License No. F-0116 - 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, INC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700 _ 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
Is' TRANSMISSION
L PARALLEL PIPELINE
WT -1194
TOWN OF CARY NORTH CAROLINA
WETLAND AND STREAM IMPACTS
DETAIL MAP 8
0 1" 2" FILENAME 0OC-08W.dwg SHEET p
SCALE 1"=40' C -08W
LEGEND
WETLAND 7 IMPACTS
WETLAND 7
DELINEATED WETLAND
TEMPORARY WETLAND IMPACTS 95 SF
4
NUMBER
NORTHING EASTING
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
PERMANENT WETLAND IMPACTS 5 IF
60
725034.6 2018810.2
WETLANDS WITHIN CONSTRUCTION CORRIDOR
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
A
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
61
725063.8 2018839.6
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
Fm
WETLANDS WITHIN MAINTENANCE CORRIDOR
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
62
725084.2 2018852.1
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
63
725048.4 2018865.3
— —UPE— —
UTILITY AND PIPING EASEMENT
OF ENGINEERS WETLAND DELINEATION MANUAL.
64
725018.1 2018853.3
— —TCE— —
TEMPORARY CONSTRUCTION EASEMENT
NAME:
42" RAW WATER TRANSMISSION MAIN
TITLE:
DATE:
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. MCPHERSON, PE
F)j HDR Engineering, Inc.
of the Carolinas DRAWN BY J. POWERS
NCBELS License No. F-0116 - 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, INC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700 _ 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
Is' TRANSMISSION
L PARALLEL PIPELINE
WT -1194
TOWN OF CARY NORTH CAROLINA
WETLAND AND STREAM IMPACTS
DETAIL MAP 8
0 1" 2" FILENAME 0OC-08W.dwg SHEET p
SCALE 1"=40' C -08W

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Q
72
78 I Z_
O
79 0
—UPE — —— UPE — —— UPE — —— UPE — —— UPE — —— UPE — —— UPE — —— UPE — —— UPE — —— UPE — —— UPE — —— UPE — —— UPE — —— UPE — —— UPE — —— UPE — —— UPE — —— UPE — —— UPE — — — UP — -- UPE — —— UPE — ——UPE---UPE— [If
O
— TCE — — TCE — — TCE — — TCE — — TCE — — TCE — — TCE — — TCE — — TCE — — TCE — — TCE — — TCE — — TCE — — TCE — — TCE — — TCE — — TCE — — TCE — — TCE — — TCE 71 80 TCE — — TCE — — TCE — — TCE —Ili
1 II
W
Z_
70 J
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
OF ENGINEERS WETLAND DELINEATION MANUAL.
TITLE:
DATE:
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. MCPHERSON, PE
HDR Engineering, Inc.
of the Carolinas DRAWN BY J. POWERS
NCBELS License No. F-0116 - 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, NC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700 _ 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
WETLAND 8 IMPACTS
TEMPORARY WETLAND IMPACTS 664 SF
PERMANENT WETLAND IMPACTS 450 SF
1=
U
IQ
I�
WETLAND 8
NUMBER
NORTHING
EASTING
70
726729-9
2023125.9
71
/26735.8
2023089.3
72
/2.6743.7
2023066.6
73
/26776.<
2023048.2
74
126814-'
2023047.2
75
/26862.?
2023042.5
76
726870.2
2023053.1
77
726829.0
2023087.8
78
726801.7
2023113.7
79
726781.5
2023091.5
80
726771.4
2023113.7
1
RAW WATER
Iq' TRANSMISSION
L PARALLEL PIPELINE
WT -1194
TOWN OF CARY NORTH CAROLINA
mr
KEY NOTES:
iO DISTURBED WETLAND AREAS WILL BE
RETURNED TO PRE—CONSTRUCTION
CONTOURS.
I`
IE
LEGEND
DELINEATED WETLAND
WETLANDS WITHIN CONSTRUCTION CORRIDOR
A
WETLANDS WITHIN MAINTENANCE CORRIDOR
— —UPE— —
UTILITY AND PIPING EASEMENT
— —TCE— —
TEMPORARY CONSTRUCTION EASEMENT
42" RAW WATER TRANSMISSION MAIN
WETLAND AND STREAM IMPACTS
DETAIL MAP 9
0 1" 2" FILENAME 0OC-09W.dwg SHEET
SCALE 1"=40' C -09W

114 tis
o�
-� A
116
I 1 \ \
/
112-, � \
q
l� A
97 ONS / 117 1 A
0
'OI 94 /
1 98
U � \ \
,0+�/18 1J�11 tCr'/
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_ - 1 93E oNE99
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1 / 1 1J�1/ZCE/
- TCE 1 1 J�
100 1
/ \
ICE ,1�,
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OHE /ZCF" 92
70E / 1
O�
-UPC---
Ul UPC ,
� TCE � U 1 _ � _ -_ �1 � 101
_ TCE _ _UPE
L01 1 ^TCE UPE_ Q�1
/ TCE UPE 1 1J 91UPC
TCE UPE
ZC /
WI _7CES
Z �E _ TCE / / 90 `
f -I \
WETLAND 9 IMPACTS
WETLAND 10 IMPACTS
WETLAND 9
WETLAND 10
KEY NOTES:
O1 DISTURBED WETLAND AREAS WILL BE
RETURNED TO PRE -CONSTRUCTION
CONTOURS,
--TE:
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
F)j HDR Engineering, Inc.
oft e Carolinas DRAWN BY J. POWERS
NCBELS License No. F-0116 - 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, INC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700 _ 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
/�' VIII �.r,�•�•� IIP
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
WETLAND AND STREAM IMPACTS
DETAIL MAP 10
0 1" 2" FILENAME 00C -10W.11- SHEET
SCALE 1"=40' C -10W
TEMPORARY WETLAND IMPACTS 760 SF TEMPORARY WETLAND IMPACTS 150 SF
NUMBER
NORTHING
EASTING
NUMBER
NORTHING
EASTING
90
727225.2
20234029
PERMANENT WETLAND IMPACTS 520 SF PERMANENT WETLAND IMPACTS 60 SF
110
727458.4
2023341.2
91
727216.7
2023370-7
111
727473.8
2023323.4
92
7272425
2023320.7
112
727487.6
2023289.3
LEGEND
93
727271.5
2023288.6
113
727533.8
2023268.2
114
727561.7
2023254.5
DELINEATED WETLAND
94 727301.6 2023269.8
95
727328.7
2023264.3
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
115
727578.0
2023262.6
WETLANDS WITHIN CONSTRUCTION CORRIC._:. F.
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE,
96
727341.7
2023260.1
116
727549.5
2023289.8
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
117
727503.3
2023318.5
Fm
WETLANDS WITHIN MAINTENANCE CORRIDOR
97
727374.9
2023267.4
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
98
727348.3
2023300.3
FROM DATE, THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
118
727488.0
2023348.4
- -UPE- -
UTILITY AND PIPING EASEMENT
OF ENGINEERS WETLAND DELINEATION MANUAL.
99
727313.7
2023320.9
- - TCE - -
TEMPORARY CONSTRUCTION EASEMENT
100
727288.3
2023340.1
NAME:
42" RAW WATER TRANSMISSION MAIN
101
727225
2023366-6
TITLE:
--TE:
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
F)j HDR Engineering, Inc.
oft e Carolinas DRAWN BY J. POWERS
NCBELS License No. F-0116 - 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, INC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700 _ 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
/�' VIII �.r,�•�•� IIP
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
WETLAND AND STREAM IMPACTS
DETAIL MAP 10
0 1" 2" FILENAME 00C -10W.11- SHEET
SCALE 1"=40' C -10W

— � Vol)
I
0D
pOH
\ V COQ
00 0
/\
d
PROJECT MANAGER M SHIII T7 PF
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
F)j HDR Engineering, Inc.
ofthe Carolinas DRAWN BY J. POWERS
NCBELS License No. F-0116 - 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, INC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
WETLAND AND STREAM IMPACTS
DETAIL MAP 11
0 1" 2" FILENAME OOC-11 W.dwg SHEET
SCALE 1-40' C-11 W
LEGEND
DELINEATED WETLAND
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
WETLANDS WITHIN CONSTRUCTION CORRIDOR
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
WETLANDS WITHIN MAINTENANCE CORRIDOR
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
STREAM 3 CROSSING WITHIN
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
CONSTRUCTION CORRIDOR
OF ENGINEERS WETLAND DELINEATION MANUAL.
STREAMS WITHIN CONSTRUCTION CORRIDC=
NAME:
LOCATION NORTHING EASTING LENGTH (FT)
— —UPE— —
UTILITY AND PIPING EASEMENT
S3 728162 2024243 62
— — TCE — —
TEMPORARY CONSTRUCTION EASEMENT
TITLE:
728127 2024292
42" RAW WATER TRANSMISSION MAIN
DATE:
PROJECT MANAGER M SHIII T7 PF
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
F)j HDR Engineering, Inc.
ofthe Carolinas DRAWN BY J. POWERS
NCBELS License No. F-0116 - 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, INC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
WETLAND AND STREAM IMPACTS
DETAIL MAP 11
0 1" 2" FILENAME OOC-11 W.dwg SHEET
SCALE 1-40' C-11 W

1 2 3 4 5 6 7 8
N
Me
/ ENO RAW WATER Fp�r�ogo
/ TRANSMI8 M MN
SAA D
B. EVERElT GARY/APEX
2 JORDAN LAKE WATER TR ENT
(�`—�R FACITLIY
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$ 0 (SR 160
Zn p Y
TOWN OF CARY
RAW WATER PUMP STATION s� �j n z WAY
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BEGIN RAW WATER o
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INDEX OF DRAWINGS
GENERAL
B
G -01R ORIENTATION PLAN
RAW WATER TRANSMISSION MAIN
C -01R RIPARIAN BUFFER IMPACTS - DETAIL MAP 1
C -02R RIPARIAN BUFFER IMPACTS - DETAIL MAP 2
C -03R RIPARIAN BUFFER IMPACTS - DETAIL MAP 3
C -04R RIPARIAN BUFFER IMPACTS - DETAIL MAP 4
C -05R RIPARIAN BUFFER IMPACTS - DETAIL MAP 5
C -06R RIPARIAN BUFFER IMPACTS - DETAIL MAP 6
C -07R RIPARIAN BUFFER IMPACTS - DETAIL MAP 7
C -08R RIPARIAN BUFFER IMPACTS - DETAIL MAP 8
A
PROJECT MANAGER M. SHULTZ, PE
0
HDR Engineering, Inc. PRELIMINARY RAW WATER RIPARIAN BUFFER IMPACTS
of (he Carolinas NOT FOR TRANSMISSION ORIENTATION PLAN
NCBELS License No. F-0116
440 S. Church St., Suite 1000 CONSTRUCTION PARALLEL PIPELINE
Charlotte, NC 28202-2075
704.338.6700 OR RECORDING WT- 9 0 1" 2^ FILENAME 00G-01R.dwg
TOWN OF CARY NORTH CAROLINA SCALE I NOTTO SCALE �SHEET
G-01 R
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. MCPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT NUMBER
00234-191838-018

RAW RAW
--- -------R/W----;
I —R= —
Rqw
�Pe
UpEti \�w\
I
UGC
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
OF ENGINEERS WETLAND DELINEATION MANUAL.
NAME
1 -E
UFE _
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. MCPHERSON, PE
HDR Engineering, Inc. DRAWN BY J. POWERS
Hof the Carolinas
NCBELS License No. F-0116 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, NC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700
04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
ti JORDAN LAKE - -I
---------- - - --- ------------ RAw
RAW ---
- c>
---------------
--- _
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N
JORDAN LAKE I
RIPARIAN BUFFER
TOTAL IMPACTS AT
JORDAN LAKE
IMPACT AREA (SF) AREA (AC)
PERMANENT (ZONE 1)
7,870 0.18
TEMPORARY (ZONE 1)
14,485 ^.33
PERMANENT (ZONE 2)
1.168 _--
TEMPORARY (ZONE 2)
18,437 14^_
o
N
■r
IC
■r
LEGEND
DELINEATED WETLAND
PERMANENT IMPACTS JORDAN LAKE BUFFER ZONE 1
TEMPORARY IMPACTS JORDAN LAKE BUFFER ZONE 1
DA
PERMANENT IMPACTS JORDAN LAKE BUFFER ZONE 2
TEMPORARY IMPACTS JORDAN LAKE BUFFER ZONE 2
---UPE--- UTILITY AND PIPELINE EASEMENT
TCE - TEMPORARY CONSTRUCTION EASEMENT
54" RAW WATER TRANSMISSION MAIN
RIPARIAN BUFFER IMPACTS
DETAIL MAP 1
0 1• 2• FILENAME OOC-01R.dwg SHEET
SCALE 1" = 40' C-01 R
RAW WATER
TRANSMISSION
r
PARALLEL PIPELINE
TOWN OF CARY�
WT -1194
NORTH CAROLINA
o
N
■r
IC
■r
LEGEND
DELINEATED WETLAND
PERMANENT IMPACTS JORDAN LAKE BUFFER ZONE 1
TEMPORARY IMPACTS JORDAN LAKE BUFFER ZONE 1
DA
PERMANENT IMPACTS JORDAN LAKE BUFFER ZONE 2
TEMPORARY IMPACTS JORDAN LAKE BUFFER ZONE 2
---UPE--- UTILITY AND PIPELINE EASEMENT
TCE - TEMPORARY CONSTRUCTION EASEMENT
54" RAW WATER TRANSMISSION MAIN
RIPARIAN BUFFER IMPACTS
DETAIL MAP 1
0 1• 2• FILENAME OOC-01R.dwg SHEET
SCALE 1" = 40' C-01 R

I FLPW
I JORDAN LAKE N RAW
—
RAW RAW �
RAIN
W �—
RAW
I —
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
FROM DATE, THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
OF ENGINEERS WETLAND DELINEATION MANUAL.
NAME:
TITLE:
DATE:
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DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. MCPHERSON, PE
HDR Engineering, Inc.
of the Carolinas DRAWN BY J. POWERS
NCBELS License No. F-0116 - 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, NC 28202-2075 _ 06/2014 75% SUBMITTAL
704.338.6700 _ 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
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WT -1194
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PERMANENT IMPACTS JORDAN LAKE BUFFER ZONE 1
TEMPORARY IMPACTS JORDAN LAKE BUFFER ZONE 1
PERMANENT IMPACTS JORDAN LAKE BUFFER ZONE 2
TEMPORARY IMPACTS JORDAN LAKE BUFFER ZONE 2
---UPE--- UTILITY AND PIPELINE EASEMENT
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE,
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
OF ENGINEERS WETLAND DELINEATION MANUAL.
NAME:
TITLE:
A-E:
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
HDR Engineering, Inc.
of the Carolinas DRAWN BY J. POWERS
NCBELS License No. F-0116 07/2015 95% SUBMITTAL
440 S. Church St., Suite 1000 - 03/2015 90% SUBMITTAL
Charlotte, NC 28202-2075 _ 06/2014 75% SUBMITTAL
- 704.338.6700
04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RIPARIAN BUFFER
TOTAL IMPACTS
AT POND 1
---- -RAW---
IMPACT AREA (SF) AREA (AC)
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DETAIL MAP 3
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ofthe Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
A 0/2015 FINAL DRAWING -NOT ISSUED FOR CONSTRUCTION
ISSUE DATE DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY ID.MCPHERSON,PE
DRAWN BY I J. POWERS
PROJECT NUMBER 100234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
RIPARIAN BUFFER IMPACTS
DETAIL MAP 4
0 1" 2" FILENAME I OOC-04R.1- I SHEET
SCALE 1"=40, C -04R
DELINEATED WETLAND
® PERMANENT IMPACTS JORDAN BUFFER ZONE 1
RIPARIAN BUFFER
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® TEMPORARY IMPACTS JORDAN BUFFER ZONE 1
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
AT STREAM 1
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
A
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
PERMANENT IMPACTS JORDAN BUFFER ZONE 2
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
IMPACT AREA SF
AREA AC
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
® TEMPORARY IMPACTS JORDAN BUFFER ZONE 2
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
PERMANENT (ZONE 1) 678
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- 54" RAW WATER TRANSMISSION MAIN
DATE:
HDR Engineering, Inc.
ofthe Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
A 0/2015 FINAL DRAWING -NOT ISSUED FOR CONSTRUCTION
ISSUE DATE DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY ID.MCPHERSON,PE
DRAWN BY I J. POWERS
PROJECT NUMBER 100234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
RIPARIAN BUFFER IMPACTS
DETAIL MAP 4
0 1" 2" FILENAME I OOC-04R.1- I SHEET
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THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
OF ENGINEERS WETLAND DELINEATION MANUAL.
TITLE:
DATE:
F)�
HDR Engineering, Inc.
of the Carolinas
NCBELS License Na. F-0116
440 S. Church Sl., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
07/2015 95% SUBMITTAL
03/2015 90% SUBMITTAL
06/2014 75% SUBMITTAL
04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY ID.MCPHERSON,PE
DRAWN BY I J. POWERS
PROJECT NUMBER 100234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
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TOTAL IMPACTS
AT POND 2
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
OF ENGINEERS WETLAND DELINEATION MANUAL.
TITLE:
DATE:
F)�
HDR Engineering, Inc.
of the Carolinas
NCBELS License Na. F-0116
440 S. Church Sl., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
07/2015 95% SUBMITTAL
03/2015 90% SUBMITTAL
06/2014 75% SUBMITTAL
04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY ID.MCPHERSON,PE
DRAWN BY I J. POWERS
PROJECT NUMBER 100234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RIPARIAN BUFFER
TOTAL IMPACTS
AT POND 2
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
OF ENGINEERS WETLAND DELINEATION MANUAL.
NAME:
TITLE:
DATE:
HDR Engineering, Inc.
ofthe Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
US HIGHWAY 64 (WESTBOUND LANES)
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
OF ENGINEERS WETLAND DELINEATION MANUAL.
NAME:
TITLE:
DATE:
HDR Engineering, Inc.
ofthe Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
US HIGHWAY 64 (WESTBOUND LANES)
PROJECT MANAGER M. SHULTZ, PE
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CONSTRUCTION
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ISSUE DATE DESCRIPTION
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
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j=)j HDR Engineering, Inc.
ofthe Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER
LEGEND
DELINEATED WETLAND
CHECKED BY
D. McPHERSON, PE
PERMANENT IMPACTS JORDAN BUFFER ZONE 1
DRAWN BY
J. POWERS
- 0712015
® TEMPORARY IMPACTS JORDAN BUFFER ZONE 1
- 03/2015
90% SUBMITTAL
PERMANENT IMPACTS JORDAN BUFFER ZONE 2
- 0612014
RIPARIAN BUFFER
- 04/2014
50% SUBMITTAL
TOTAL IMPACTS
ISSUE DATE
DESCRIPTION
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
POND
® TEMPORARY IMPACTS JORDAN BUFFER ZONE 2
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
AT 3
A
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
IMPACT AREA SF
AREA AC
---UPE--- UTILITY AND PIPELINE EASEMENT
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS—TCE—
— TEMPORARY CONSTRUCTION EASEMENT
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
OF ENGINEERS WETLAND DELINEATION MANUAL
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NAME:
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DATE:
j=)j HDR Engineering, Inc.
ofthe Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
RIPARIAN BUFFER IMPACTS
DETAIL MAP 7
0 1.. 2" FILENAME 100C-07R.dwg I SHEET
SCALE 1"=40' C -07R
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 0712015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 0612014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
RIPARIAN BUFFER IMPACTS
DETAIL MAP 7
0 1.. 2" FILENAME 100C-07R.dwg I SHEET
SCALE 1"=40' C -07R

1 I L I S I 4 I 5 I b
Vt�
1 D
IC
IB
DATE:
DESIGN ENGINEER
LEGEND
G,R DELINEATED WETLAND
M. SHULTZ, PE
CHECKED BY
D. MCPHERSON, PE
® PERMANENT IMPACTS JORDAN BUFFER ZONE 1
DRAWN BY
J. POWERS
- 07/2015
® TEMPORARY IMPACTS JORDAN BUFFER ZONE 1
RIPARIAN BUFFER
90% SUBMITTAL
PERMANENT IMPACTS JORDAN BUFFER ZONE 2
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
TOTAL IMPACTS
RAW WATER
RIPARIAN BUFFER IMPACTS
HDR Engineering, Inc.
oft eCarolinas
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
AT STREAM 3
® TEMPORARY IMPACTS JORDAN BUFFER ZONE 2
A
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
DETAIL MAP 8
NCBELS License No. F-0116
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
IMPACT AREA S
AREA AC
---UPE--- UTILITY AND PIPELINE EASEMENT
IM)l
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
CONSTRUCTION
PARALLEL PIPELINE
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
PERMANENT (ZONE 1) 635
0.01
— —TCE— — TEMPORARY CONSTRUCTION EASEMENT
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
Charlotte, NC 28202-2076
OR RECORDING
OF ENGINEERS WETLAND DELINEATION MANUAL.
SHEET
TEMPORARY ZONE 1 3,530
0.08
54" RAW WATER TRANSMISSION MAIN
NAME:
0
PERMANENT ZONE 2 482
0.01
TITLE:
TEMPORARY (ZONE 2) 2,361
0.05
DATE:
DESIGN ENGINEER
PROJECT MANAGER
M. SHULTZ, PE
CHECKED BY
D. MCPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
PRELIMINARY
RAW WATER
RIPARIAN BUFFER IMPACTS
HDR Engineering, Inc.
oft eCarolinas
50% SUBMITTAL
ISSUE DATE
NOT FOR
TRANSMISSION
DETAIL MAP 8
NCBELS License No. F-0116
IM)l
CONSTRUCTION
PARALLEL PIPELINE
440 S. Church St., Suite 1000
Charlotte, NC 28202-2076
OR RECORDING
WT- 9
SHEET
704.338.6700
0
1" 2� FILENAME OOC-08R.dwg
I I
TOWN OF CARY
NORTH CAROLINA
SCALE 1-40' C -08R
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. MCPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT NUMBER
00234-191838-018

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Vickie Miller, HDR Engineering, 555 Fayetteville street, Suite 900, Raleigh, NC 27601
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
The C.q/Ape. Perexer Raw Weler Trens..s hL•ne ProleD{ProledJ runsapp— matey6mjos from d Few Wai e, Pump Sleron tothe Re Water Treatment F—,See m rletterfaradditional deters
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: chathamandWgpCoun{ies City:
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.738 ON; Long. -78.968
°W.
Universal Transverse Mercator:
Name of nearest waterbody: Jordan Lake
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
<200 linear feet: width (ft) and/or acres.
Cowardln Class: R21J62, R31_1131, R3RB2
Stream Flow: intermittent, perennial
Wetlands: 0.49 acres.
Cowardln Class: PF01, PF02, PSS1, PEM2
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: N/A
Non -Tidal: N/A
1

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL
APPLY):
❑❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
THAT
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the
ap,plicanticonsultant:
aData sheets prepared/submitted by or on behalf of the
appli nt/consultant.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report.
❑❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
❑✓ U.S. Geological Survey map(s). Cite scale & quad name: 24K, Green Level, Merry Oaks, and Neer Hill
❑✓ USDA Natural Resources Conservation Service Soil Survey.
Citation: Wake and Chatham Counties
❑ National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
❑ FEMA/FIRM maps-
70
aps:
I0I
100 -year Floodplain Elevation is
(National Geodectic Vertical Datum of 1929)
❑ Photographs: ❑ Aerial (Name & Date): or
❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑❑ Other information (please specify).
2

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre -construction notification" (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
3

This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
4
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Attachment A. Summary of Waters of the U.S.
Estimated
Stream/Wetland/
Amount of
Class of
Open Water/Pond
Stream
Cowardin
Aquatic
Site Number in
Latitude
Longitude
Classification
Classification
Resource in
Aquatic
Study Area
Study Area
Resource
(If or ac)
01
35.736884
-79.014762
N/A
PUB2
<0.2
non section
10 - non -tidal
W1
35.736948
-79.01314
N/A
PFO2
<0.001
non section
10 - non -tidal
W2
35.735497
-78.984569
N/A
PEM2
0.05
non section
10 - non -tidal
P1
35.735846
-78.982301
N/A
PUB3
0.05
non section
10 - non -tidal
W3
35.736223
-78.979161
N/A
PFO1
0.03
non section
10 - non -tidal
W4
35.736894
-78.974354
N/A
PFO1
0.01
non section
10 - non -tidal
S1
35.735846
-78.982301
Intermittent
R3UB2
<40If
non section
10 - non -tidal
W5
35.740448
-78.953045
N/A
PSS1
0.13
non section
10 - non -tidal
W6
35.741663
-78.941524
N/A
PFO1
0.04
non section
10 - non -tidal
S2
35.741685
-78.941598
Intermittent
R3UB1
< 60 If
non section
10 - non -tidal
P2
35.74196
-78.938364
N/A
PUB2
< 0.01
non section
10 - non -tidal
W7
35.742146
-78.936503
N/A
PFO1
0.02
non section
10 - non -tidal
W8
35.746935
-78.922233
N/A
PEM2
0.08
non section
10 - non -tidal
non section
W9
35.748297
-78.921414
N/A
PEM2
0.1
10 - non -tidal
non section
W10
35.748924
-78.921481
N/A
PEM2
0.03
10 - non -tidal
non section
S3
35.750661
-78.918178
Perennial
R3RB2
< 100 If
10 - non -tidal

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W1 DP1
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Lake Fringe Local Relief (concave, convex, none): Concave Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.736 Long: -79.013 Datum: NAD 83
Soil Map Unit Name: Creedmoor-Green level complex NWI Classification: PFO
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Hydric Soil Present? Yes X No Is the Sampled Area
within a Wetland?
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑d Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes X
No Depth (inches): 7
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring
well, aerial photos, previous inspections), if available:
Remarks:
Yes X No
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑d Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W1 DP1
Absolute
Dominant
Indicator
% Cover
Species
Status
Dominance Test Worksheet:
Tree Stratum (Plot Size: 30 Ft )
Number of Dominant Species
5 (A)
That That Are OBL, FACW, or FAC:
Pinus taeda
40
Y
FAC
Liquidambar styraciflua
20
Y
FAC
Total Number of Dominant
Quercus stellata
5
N
UPL
Species Across all Strata: 6 (B)
65
=Total Cover
Percent of Dominant Species o
83.3 /o (A/B)
Shrub Stratum (plot size: 30 Ft )
That Are OBL, FACW, or FAC:
Liquidambar styraciflua
5
Y
FAC
Prevalence Index Worksheet:
Quercus nigra
5
Y
FAC
Total % Cover of: Multiply by:
10
=Total Cover
OBL species 0 x 1 = 0
Herb Stratum (plot size: 6 Ft )
FACW species 0 x 2 = 0
Rubus argutus
5
Y
FACU
FAC species 75 x 3 = 225
Smilax rotundifolia
5
Y
FAC
5 x 4 = 20
FACU species
10
=Total Cover
UPL species 5 x 5 = 25
Vine Stratum
Column Totals: 85 (A) 270 (B)
Prevalence Index = B/A= 3.18
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test > 50%
3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W1 DP1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of Indicators.)
Depth
Matrix
[:1 Dark Surface (S7)
El Histosol (Al)
Redox Features
❑ Histic Epipedon (A2)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(inches)
Color (moist)
%
Color (moist)
% Type t
Loc 2
Texture
1 to 2
10YR 4/ 2
90
5YR 5/8
10 C
M
SILT LOAM
2 to 7
2.5Y 4/ 2
80
7.5YR 5/8
20 C
M
SILT LOAM
7 to 13
2.5Y 7/ 1
100
Type:
Depth (inches):
SANDY SILT LOAM
13 to 24
2.5YR 6/ 2
60
2.5Y5/3
40 C
M
SANDY SILT LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
[:1 Dark Surface (S7)
El Histosol (Al)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Histic Epipedon (A2)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
❑ Black Histic (A3)
E] Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑d Depleted Matrix
❑ Stratified Layers (A5)
(F3)
F-12 cm Muck (A10) (LRR N)
❑ Redox Dark Surface (F6)
❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers hill
Remarks
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W1 UPL DP2
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Local Relief (concave, convex, none): Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.737 Long: -79.006 Datum: NAD 83
Soil Map Unit Name: Creedmoor-Green Level complex NWI Classification: UPL
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X
Hydric Soil Present? Yes No X Is the Sampled Area
within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required;
check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
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:
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point:
W1 UPL DP2
Absolute
Dominant
Indicator
% Cover
Species
Status
Dominance Test Worksheet:
Tree Stratum (Plot Size: 30 Ft )
Number of Dominant Species
3
(A)
That That Are OBL, FACW, or FAC:
Liquidambar styraciflua
20
Y
FAC
Pinus taeda
10
Y
FAC
Total Number of Dominant
Ulmus americana
10
Y
FACW
Species Across all Strata:
6
(B)
40
=Total Cover
Percent of Dominant Species
o
50.0 /o
(A/B)
Shrub Stratum (plot size: 30 Ft )
That Are OBL, FACW, or FAC:
Ligustrum sinense
5
v
FACU
Prevalence Index Worksheet:
Quercus alba
5
Y
FACU
Total % Cover of:
Multiply
by:
Rhus copallinum
5
Y
FACU
OBL species 0
x 1 =
0
15
=Total Cover
FACW species 10
x 2 =
20
Herb Stratum
FAC species 30
x 3 =
90
Vine Stratum
FAC15
FACU species
x 4 =
60
UPL species 0
x 5 =
0
Column Totals: 55
(A)
170
(B)
Prevalence Index = B/A= 3.09
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test > 50%
3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
IHerb —AII herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: W1 UPL DP2
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 t Loc 2 Texture Remarks
0 to 24 2.5Y 5/ 4 100 SILT
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
❑ Dark Surface (S7)
El (Al)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Histic Epipedon (A2)
❑Thin Dark Surface (S9) (MLRA 147, 148)
El Black Histic (A3)
[j Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑ Depleted Matrix (F3)
❑ Stratified Layers (A5)
❑ 2 cm Muck (A10) (LRR N)
El Dark Surface (F6)
❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers hill
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W2 DP12
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Hillslope Local Relief (concave, convex, none): Concave Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.735 Long: -78.984 Datum: NAD 83
Soil Map Unit Name: Creedmoor-Green level complex NWI Classification: PEM
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks)
Are Vegetation , Soil , or Hydrology , significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation X , Soil , or Hydrology , naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Hydric Soil Present? Yes X No Is the Sampled Area
within a Wetland?
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required;
check all that apply)
❑d Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑d Saturation (A3)
Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes
No X Depth (inches): 8
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring
well, aerial photos, previous inspections), if available:
Remarks:
Yes X No
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W2 DP12
Absolute
Dominant Indicator
% Cover
Species Status
Dominance Test Worksheet:
Tree Stratum
Number of Dominant Species
That Are OBL, FACW, or FAC: 4 (A)
Shrub Stratum (Plot size: 30 Ft )
Acer rubrum
5
Y FAC
Total Number of Dominant
Species Across all Strata: 4 (B)
Liquidambar styraciflua
5
Y FAC
10
=Total Cover
Percent of Dominant Species 100.0% (A/B)
That Are OBL, FACW, or FAC:
Herb Stratum (Plot size: 6 Ft )
Microstegium vimineum
40
Y FAC
Prevalence Index Worksheet:
Vernonia noveboracensis
20
Y FACW
Total % Cover of: Multiply by:
Carex lurida
10
N OBL
OBL species 15 x 1 = 15
Pluchea foetida
5
N OBL
FACW species 20 x 2 = 40
75
=Total Cover
FAC species 50 x 3 = 150
Vine Stratum
FACU species 0 x 4 = 0
UPL species 0 x 5 = 0
Column Totals: 85 (A) 205 (B)
Prevalence Index = B/A= 2.41
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test > 50%
X 3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W2 DP12
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 1 Loc 2 Texture
0 to 12 10YR 5/ 2 90 10YR5/6 10 C M SILT LOAM
12 to 24 10YR 5/ 2 80 10YR4/6 20 C M SILT LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
❑ Histosol (Al)
❑ 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) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
❑ Sandy Redox (S5)
❑ Stripped Matrix (S6)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
❑ Dark Surface (S7)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Thin Dark Surface (S9) ( MLRA 147, 148)
❑ Loamy Gleyed Matrix (F2)
❑� Depleted Matrix (F3)
❑ Redox Dark Surface (F6)
❑ Depleted Dark Surface (F7)
❑ Redox Depressions (F8)
❑ Iron -Manganese Masses (1`12) (LRR N,
MLRA 136)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Red Parent Material (F21) (MLRA 127, 147)
Remarks
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (At 0) (MLRA 147)
❑ Coast Prairie Redox (At 6)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
US Army Corps of Engineers hill
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W2 UPL DP13
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Hillslope Local Relief (concave, convex, none): None Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.735 Long: -78.984 Datum: NAD 83
Soil Map Unit Name: Creedmoor-Green level complex NWI Classification: UPL
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X
Hydric Soil Present? Yes No X Is the Sampled Area
within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required;
check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
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:
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W2 UPL DP13
Absolute
Dominant Indicator
% Cover
Species Status
Dominance Test Worksheet:
Tree Stratum
Number of Dominant Species
That Are OBL, FACW, or FAC: 3 (A)
Shrub Stratum (Plot size: 30 Ft )
Liquidambar styraciflua
30
Y FAC
Total Number of Dominant
Species Across all Strata: 3 (B)
30
=Total Cover
Herb Stratum (Plot size: 6 Ft )
Percent of Dominant Species 100.0% A/B
( )
That Are OBL, FACW, or FAC:
Microstegium vimineum
40
Y FAC
Lespedeza angustifolia
20
Y FAC
Prevalence Index Worksheet:
Bidens frondosa
5
N FACW
Total % Cover of: Multiply by:
Lonicera japonica
5
N FAC
OBL species 0 x 1= 0
Toxicodendron radicans
5
N FAC
FACW species 5 x 2 = 10
75
=Total Cover
FAC species 100 x 3 = 300
Vine Stratum
FACU species 0 x 4 = 0
UPL species 0 x 5 = 0
Column Totals: 105 (A) 310 (B)
Prevalence Index = B/A= 2.95
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test > 50%
X 3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: W2 UPL DP13
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 t Loc 2 Texture Remarks
0 to 24 10YR 5/ 4 100 SILT LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
❑ Dark Surface (S7)
El (Al)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Histic Epipedon (A2)
❑Thin Dark Surface (S9) (MLRA 147, 148)
El Black Histic (A3)
[j Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑ Depleted Matrix (F3)
❑ Stratified Layers (A5)
❑ 2 cm Muck (A10) (LRR N)
El Dark Surface (F6)
❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers hill
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W3 DP10
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Hillslope Local Relief (concave, convex, none): Concave Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.736 Long: -78.979 Datum: NAD 83
Soil Map Unit Name: Creedmoor-Green level complex NWI Classification: PFO
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Hydric Soil Present? Yes X No Is the Sampled Area
within a Wetland?
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required;
check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑d Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑�/ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes
No X Depth (inches): 10
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring
well, aerial photos, previous inspections), if available:
Remarks:
Yes X No
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W3 DP10
Absolute
Dominant
Indicator
% Cover
Species
Status
Dominance Test Worksheet:
Tree Stratum (Plot Size: 30 Ft )
Number of Dominant Species
6 (A)
That That Are OBL, FACW, or FAC:
Acer rubrum
20
Y
FAC
Liquidambar styraciflua
20
Y
FAC
Total Number of Dominant
Ulmus americana
10
Y
FACW
Species Across all Strata: 6 (B)
50
=Total Cover
Percent of Dominant Species o
100.0 /o (A/B)
Shrub Stratum (plot size: 30 Ft )
That Are OBL, FACW, or FAC:
Ulmus americana
10
v
FACW
Prevalence Index Worksheet:
10
=Total Cover
Total % Cover of: Multiply by:
Herb Stratum (plot size: 6 Ft )
OBL species 0 x 1 = 0
Smilax rotundifolia
10
Y
FAC
FACW species 25 x 2 = 50
Juncus effusus
5
Y
FACW
FAC species 50 x 3 = 150
15
=Total Cover
FACU species 0 x 4 = 0
Vine Stratum
UPL species 0 x 5 = 0
Column Totals: 75 (A) 200 (B)
Prevalence Index = B/A= 2.67
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test > 50%
X 3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W3 DP10
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 1 Loc 2 Texture
0 to 7 10YR 5/ 2 100 SILT LOAM
7 to 12 10YR 5/ 2 90 10YR4/6 10 C M SILT LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
Dark Surface (S7)
ElHistosol
❑ (Al)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Histic Epipedon (A2)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
❑ Black Histic (A3)
E] Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑� Depleted Matrix
❑ Stratified Layers (A5)
(F3)
❑2 cm Muck (A10) (LRR N)
❑ Redox Dark Surface (F6)
❑❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (1`12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Remarks
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W3 UPL DP11
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Hillslope Local Relief (concave, convex, none): None Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.736 Long: -78.979 Datum: NAD 83
Soil Map Unit Name: Creedmoor-Green Level complex NWI Classification: UPL
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks)
Are Vegetation X , 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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X
Hydric Soil Present? Yes No X Is the Sampled Area
within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required;
check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
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:
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W3 UPL DP11
Absolute
Dominant
Indicator
% Cover
Species
Status
Dominance Test Worksheet:
Tree Stratum (Plot Size: 30 Ft )
Number of Dominant Species
3 (A)
That That Are OBL, FACW, or FAC:
Liquidambar styraciflua
20
Y
FAC
Pinus taeda
20
Y
FAC
Total Number of Dominant
40=Total
Species Across all Strata: 5 (B)
Cover
Shrub Stratum (Plot size: 30 Ft )
Percent of Dominant Species 60.0% (A/B)
Quercus alba
20
Y
FACU
That Are OBL, FACW, or FAC:
Quercus phellos
20
Y
FAC
Prevalence Index Worksheet:
Cornus Florida
10
N
FACU
Total % Cover of: Multiply by:
Ulmus americana
5
N
FACW
OBL species 0 x 1 = 0
55
=Total Cover
FACW species 5 x 2 = 10
Herb Stratum (Plot size: 6 Ft )
FAC species 65 x 3 = 195
Parthenocissus quinquefolia
25
Y
FACU
55 x 4 = 220
FACU species
Lonicera japonica
5
N
FAC
30
UPL species 0 x 5 = 0
=Total Cover
Vine Stratum
Column Totals: 125 (A) 425 (B)
Prevalence Index = B/A= 3.40
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test > 50%
3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: W3 UPL DP11
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 t Loc 2 Texture Remarks
0 to 24 10YR 4/ 3 100 SILT LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
❑ Dark Surface (S7)
El (Al)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Histic Epipedon (A2)
❑Thin Dark Surface (S9) (MLRA 147, 148)
El Black Histic (A3)
[j Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑ Depleted Matrix (F3)
❑ Stratified Layers (A5)
❑ 2 cm Muck (A10) (LRR N)
El Dark Surface (F6)
❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers hill
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W4 DP7
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Local Relief (concave, convex, none): Slope(%) 1
Subregion (LRR or MLRA): P Lat: 35.736 Long: -78.974 Datum: NAD 83
Soil Map Unit Name: Creedmoor-Green Level complex NWI Classification: PFO
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Hydric Soil Present? Yes X No Is the Sampled Area
within a Wetland?
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required;
check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑d Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes
No X Depth (inches): 7
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring
well, aerial photos, previous inspections), if available:
Remarks:
Yes X No
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W4 DP7
Absolute
Dominant Indicator
% Cover
Species Status
Dominance Test Worksheet:
Tree Stratum (Plot Size: 30 Ft )
Number of Dominant Species
5 (A)
That That Are OBL, FACW, or FAC:
Liquidambar styraciflua
20
Y FAC
Nyssa sylvatica
20
Y FAC
Total Number of Dominant
40=Total
Species Across all Strata: 5 (B)
Cover
Shrub Stratum (Plot size: 30 Ft )
Percent of Dominant Species 100.0% (A/B)
Ulmus americana
30
Y FACW
That Are OBL, FACW, or FAC:
Quercus nigra
10
v FAC
Prevalence Index Worksheet:
40
=Total Cover
Total % Cover of: Multiply by:
Herb Stratum (Plot size: 6 Ft )
OBL species 0 x 1 = 0
Smilax rotundifolia
20
Y FAC
FACW species 30 x 2 = 60
20
=Total Cover
FAC species 70 x 3 = 210
Vine Stratum
FACU species 0 x 4 = 0
UPL species 0 x 5 = 0
Column Totals: 100 (A) 270 (B)
Prevalence Index = B/A= 2.70
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test > 50%
X 3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W4 DP7
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 1 Loc 2 Texture
0 to 8 10YR 4/ 2 90 10YR8/8 10 C M SANDY LOAM
8 to 24 10YR 5/2 90 10YR 10 C M SANDY LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
❑ Histosol (Al)
❑ 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) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
❑ Sandy Redox (S5)
❑ Stripped Matrix (S6)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
❑ Dark Surface (S7)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Thin Dark Surface (S9) ( MLRA 147, 148)
❑ Loamy Gleyed Matrix (F2)
❑� Depleted Matrix (F3)
❑ Redox Dark Surface (F6)
❑ Depleted Dark Surface (F7)
❑ Redox Depressions (F8)
❑ Iron -Manganese Masses (1`12) (LRR N,
MLRA 136)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Red Parent Material (F21) (MLRA 127, 147)
Remarks
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (At 0) (MLRA 147)
❑ Coast Prairie Redox (At 6)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W4 UPL DP8
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Local Relief (concave, convex, none): Slope(%)
Subregion (LRR or MLRA): P Lat: 35.736 Long: -78.974 Datum: NAD 83
Soil Map Unit Name: Creedmoor-Green Level complex NWI Classification: UPL
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Hydric Soil Present? Yes X No Is the Sampled Area
within a Wetland?
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required;
check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
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:
Yes X No
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W4 UPL DP8
Absolute
Dominant
Indicator
% Cover
Species
Status
Dominance Test Worksheet:
Tree Stratum
(Plot Size: 30 Ft )
Number of Dominant Species
3 (A)
That That Are OBL, FACW, or FAC:
Acer rubrum
40
Y
FAC
Quercus alba
20
Y
FACU
Total Number of Dominant
60=Total
Species Across all Strata: 6 (B)
Cover
Shrub Stratum
(Plot size: 30 Ft )
Percent of Dominant Species 50.0% (A/B)
Carya glabra
30
Y
FACU
That Are OBL, FACW, or FAC:
Cornus Florida
20
Y
FACU
Prevalence Index Worksheet:
Quercus nigra
10
N
FAC
Total % Cover of: Multiply by:
60
=Total Cover
OBL species 0 x 1 = 0
Herb Stratum
(Plot size: 6 Ft )
FACW species 0 x 2 = 0
Smilax rotundifolia
5
Y
FAC
FAC species 60 x 3 = 180
Vitis rotundifolia
5
Y
FAC
FACU species 70 x 4 = 280
10
=Total Cover
UPL species 0 x 5 = 0
Vine Stratum
Column Totals: 130 (A) 460 (B)
Prevalence Index = B/A= 3.54
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test > 50%
3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: W4 UPL DP8
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 t Loc 2 Texture Remarks
0 to 24 10YR 5/ 4 100 SILT LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
❑ Dark Surface (S7)
El (Al)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Histic Epipedon (A2)
❑Thin Dark Surface (S9) (MLRA 147, 148)
El Black Histic (A3)
[j Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑ Depleted Matrix (F3)
❑ Stratified Layers (A5)
❑ 2 cm Muck (A10) (LRR N)
El Dark Surface (F6)
❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers hill
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W5 DP18
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Hillslope Local Relief (concave, convex, none): Concave Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.740 Long: -78.953 Datum: NAD 83
Soil Map Unit Name: Creedmoor sandy loam NWI Classification: PSS
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Hydric Soil Present? Yes X No Is the Sampled Area
within a Wetland?
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑d High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes X
No Depth (inches): 7
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring
well, aerial photos, previous inspections), if available:
Remarks:
Yes X No
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑d Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point:
W5 DP18
Absolute
Dominant
Indicator
% Cover
Species
Status
Dominance Test Worksheet:
Tree Stratum (Plot Size: 30 Ft )
Number of Dominant Species
4
(A)
That That Are OBL, FACW, or FAC:
Acer rubrum
30
Y
FAC
Liquidambar styraciflua
10
Y
FAC
Total Number of Dominant
40=Total
Species Across all Strata:
4
(B)
Cover
Shrub Stratum
Percent of Dominant Species
100.0%
(A/B)
That Are OBL, FACW, or FAC:
Herb Stratum(Plot size: 6 Ft )
Microstegium vimineum
60
Y
FAC
Prevalence Index Worksheet:
Carex lurida
25
Y
OBL
Total % Cover of:
Multiply
by:
Toxicodendron radicans
10
N
FAC
OBL species 25
x 1 =
25
95
=Total Cover
FACW species 0
x 2 =
0
Vine Stratum
FAC species 110
x 3 =
330
FACU species 0
x 4 =
0
UPL species 0
x 5 =
0
Column Totals: 135
(A)
355
(B)
Prevalence Index = B/A= 2.63
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test > 50%
X 3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
IHerb —AII herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W5 DP18
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 1 Loc 2 Texture
0 to 12 7.5YR 5/ 1 100 CLAYEY LOAM
12 to 24 10YR 5/ 2 95 7.5YR4/6 5 C M CLAYEY LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
Dark Surface (S7)
[71Histosol
❑ (Al)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Histic Epipedon (A2)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
❑ Black Histic (A3)
E] Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑� Depleted Matrix
❑ Stratified Layers (A5)
(F3)
❑2 cm Muck (A10) (LRR N)
❑ Redox Dark Surface (F6)
❑❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (1`12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Remarks
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
US Army Corps of Engineers hill
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W5 UPL DP19
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Hillslope Local Relief (concave, convex, none): None Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.740 Long: -78.953 Datum: NAD 83
Soil Map Unit Name: Creedmoor sandy loam NWI Classification: UPL
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X
Hydric Soil Present? Yes No X Is the Sampled Area
within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required;
check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
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:
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point:
W5 UPL DP19
Absolute
Dominant
Indicator
% Cover
Species
Status
Dominance Test Worksheet:
Tree Stratum (Plot Size: 30 Ft )
Number of Dominant Species
4
(A)
That That Are OBL, FACW, or FAC:
Liquidambar styraciflua
80
Y
FAC
80
=Total Cover
Total Number of Dominant
Species Across all Strata:
4
(B)
Shrub Stratum
Herb Stratum (Plot size: 6 Ft )
Percent of Dominant Species
100.0%
(A/B)
That Are OBL, FACW, or FAC:
Campsis radicans
10
Y
FAC
Lonicera japonica
10
Y
FAC
Prevalence Index Worksheet:
Toxicodendron radicans
10
Y
FAC
Total % Cover of:
Multiply
by:
30
=Total Cover
OBL species 0
x 1 =
0
Vine Stratum
FACW species 0
x 2 =
0
FAC species 110
x 3 =
330
FACU species 0
x 4 =
0
UPL species 0
x 5 =
0
Column Totals: 110
(A)
330
(B)
Prevalence Index = B/A= 3.00
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test > 50%
X 3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
IHerb —AII herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: W5 UPL DP19
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 t Loc 2 Texture Remarks
0 to 24 7.5YR 5/ 4 100 CLAY LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
❑ Dark Surface (S7)
El (Al)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Histic Epipedon (A2)
❑Thin Dark Surface (S9) (MLRA 147, 148)
El Black Histic (A3)
[j Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑ Depleted Matrix (F3)
❑ Stratified Layers (A5)
❑ 2 cm Muck (A10) (LRR N)
El Dark Surface (F6)
❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers hill
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W6 DP22
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Toe of Slope Local Relief (concave, convex, none): Concave Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.741 Long: -78.941 Datum: NAD 83
Soil Map Unit Name: Augusta fine sandy loam NWI Classification: PFO
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Hydric Soil Present? Yes No X Is the Sampled Area
within a Wetland?
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
EVI Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes X
No Depth (inches): 7
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring
well, aerial photos, previous inspections), if available:
Remarks:
Yes X No
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑d Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W6 DP22
Absolute
Dominant
Indicator
% Cover
Species
Status
Dominance Test Worksheet:
Tree Stratum (Plot Size: 30 Ft )
Number of Dominant Species
6 (A)
That That Are OBL, FACW, or FAC:
Acer rubrum
40
Y
FAC
Liquidambar styraciflua
20
Y
FAC
Total Number of Dominant
Betula nigra
10
N
FACW
Species Across all Strata: 6 (B)
70
=Total Cover
Percent of Dominant Species o
100.0 /o (A/B)
Shrub Stratum (plot size: 30 Ft )
That Are OBL, FACW, or FAC:
Acer rubrum
30
v
FAC
Prevalence Index Worksheet:
Liquidambar styraciflua
20
Y
FAC
Total % Cover of: Multiply by:
50
=Total Cover
OBL species 0 x 1 = 0
Herb Stratum (plot size: 6 Ft )
FACW species 20 x 2 = 40
Impatiens capensis
5
Y
FACW
FAC species 110 x 3 = 330
Woodwardia areolata
5
Y
FACW
0 x 4 = 0
FACU species
10
=Total Cover
UPL species 0 x 5 = 0
Vine Stratum
Column Totals: 130 (A) 370 (B)
Prevalence Index = B/A= 2.85
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test > 50%
X 3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W6 DP22
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 1 Loc 2
Texture Remarks
0 to 4 7.5YR 5/ 2 50
7.5YR4/6 50 C M
SILT LOAM
4 to 12 10YR 6/ 2 60
7.5YR5/6 40 C M
SILT LOAM
12 to 24 7.5YR 6/ 1 60
7.5YR4/6 40 C M
SILT LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
4_ocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
El Dark Surface (S7)
Indicators for Problematic Hydric Soils: 3
[71Histosol (Al)
E] Histic Epipedon (A2)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
[:1 2 cm Muck (A10) (MCRA 147)
El Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
El Coast Prairie Redox (A16)
E]Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
(MLRA 147, 148)
F-1 Stratified Layers (A5)
0 Depleted Matrix (F3)
[:1Piedmont Floodplain Soils (F19) (LRR P, S, T)
❑ 2 cm Muck (A10) (LRR N)
❑ Redox Dark Surface (F6)
MCRA 147, 148)
❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Very Shallow Dark Surface (TF12)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Other (Explain in Remarks)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
E] Sandy Redox (SS)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W6 UPL DP23
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Hillslope Local Relief (concave, convex, none): None Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.741 Long: -78.941 Datum: NAD 83
Soil Map Unit Name: Augusta fine sandy loam NWI Classification: UPL
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X
Hydric Soil Present? Yes No X Is the Sampled Area
within a Wetland? Yes No X
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required;
check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
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:
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W6 UPL DP23
Absolute Dominant Indicator
% Cover Species Status
Dominance Test Worksheet:
Tree Stratum (Plot Size: 30 Ft )
Number of Dominant Species
2 (A)
That That Are OBL, FACW, or FAC:
Liriodendron tulipifera
40 Y FACU
Acer rubrum
30 Y FAC
Total Number of Dominant
70=Total
Species Across all Strata: 3 (B)
Cover
Shrub Stratum (Plot size: 30 Ft )
Percent of Dominant Species 66.7% (A/B)
Acer rubrum
50 Y FAC
That Are OBL, FACW, or FAC:
Liquidambar styraciflua
10 N FAC
Prevalence Index Worksheet:
60 =Total Cover
Total % Cover of: Multiply by:
Herb Stratum
OBL species 0 x 1 = 0
Vine Stratum
FACW species 0 x 2 = 0
FAC species 90 x 3 = 270
FACU species 40 x 4 = 160
UPL species 0 x 5 = 0
Column Totals: 130 (A) 430 (B)
Prevalence Index = B/A= 3.31
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test > 50%
3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W6 UPL DP23
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 1 Loc 2 Texture
0 to 6 10YR 5/ 4 100 SILT LOAM
6 to 24 ROCK /
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
Dark Surface (S7)
[71Histosol
❑ (Al)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Histic Epipedon (A2)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
❑ Black Histic (A3)
E] Hydrogen Sulfide (A4)
[71 Loamy Gleyed Matrix (F2)
❑ Depleted Matrix (F3)
❑ Stratified Layers (A5)
❑ 2 cm Muck (A10) (LRR N)
[71Redox Dark Surface (F6)
❑❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (1`12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers FDR
Remarks
ROCK
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W7 DP20
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Toe of Slope Local Relief (concave, convex, none): Concave Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.742 Long: -78.936 Datum: NAD 83
Soil Map Unit Name: Augusta fine sandy loam NWI Classification: PFO
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Hydric Soil Present? Yes X No Is the Sampled Area
within a Wetland?
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes X
No Depth (inches): 8
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring
well, aerial photos, previous inspections), if available:
Remarks:
Yes X No
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑d Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑d FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W7 DP20
Absolute
Dominant
Indicator
% Cover
Species
Status
Dominance Test Worksheet:
Tree Stratum (Plot Size: 30 Ft )
Number of Dominant Species
4 (A)
That That Are OBL, FACW, or FAC:
Liquidambar styraciflua
20
Y
FAC
20
=Total Cover
Total Number of Dominant
Species Across all Strata: 4 (B)
Shrub Stratum (Plot size: 30 Ft )
Liquidambar styraciflua
50
Y
FAC
Percent of Dominant Species 100.0% (A/B)
Acer rubrum
5
N
FAC
That Are OBL, FACW, or FAC:
55
=Total Cover
Prevalence Index Worksheet:
Herb Stratum (Plot size: 6 Ft )
Total % Cover of: Multiply by:
Microstegium vimineum
60
Y
FAC
OBL species 0 x 1 = 0
Mikania scandens
20
Y
FACW
FACW species 40 x 2 = 80
Arundinaria gigantea
15
N
FACW
FAC species 135 x 3 = 405
Boehmeria cylindrica
5
N
FACW
0 x 4 = 0
FACU species
100
-Total Cover
UPL species 0 x 5 = 0
Vine Stratum
Column Totals: 175 (A) 485 (B)
Prevalence Index = B/A= 2.77
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test > 50%
X 3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W7 DP20
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 1 Loc 2 Texture
0 to 12 10YR 4/ 1 90 10YR4/1 10 C M SILTY CLAY LOAM
12 to 24 10YR 5/ 2 90 10YR4/6 10 C M SILTY CLAY LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
❑ Histosol (Al)
❑ 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) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
❑ Sandy Redox (S5)
❑ Stripped Matrix (S6)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
❑ Dark Surface (S7)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Thin Dark Surface (S9) ( MLRA 147, 148)
❑ Loamy Gleyed Matrix (F2)
❑� Depleted Matrix (F3)
❑ Redox Dark Surface (F6)
❑ Depleted Dark Surface (F7)
❑ Redox Depressions (F8)
❑ Iron -Manganese Masses (1`12) (LRR N,
MLRA 136)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Red Parent Material (F21) (MLRA 127, 147)
Remarks
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (At 0) (MLRA 147)
❑ Coast Prairie Redox (At 6)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
US Army Corps of Engineers hill
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W7 UPL DP21
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Hillslope Local Relief (concave, convex, none): None Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.742 Long: -78.936 Datum: NAD 83
Soil Map Unit Name: Augusta fine sandy loam NWI Classification: UPL
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X
Hydric Soil Present? Yes X No Is the Sampled Area
within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required;
check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
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:
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W7 UPL DP21
Absolute
Dominant Indicator
% Cover
Species Status
Dominance Test Worksheet:
Tree Stratum (Plot Size: 30 Ft )
Number of Dominant Species
2 (A)
That That Are OBL, FACW, or FAC:
Pinus taeda
60
Y FAC
60
=Total Cover
Total Number of Dominant
Species Across all Strata: 4 (B)
Shrub Stratum (Plot size: 30 Ft )
Quercus alba
30
Y FACU
Percent of Dominant Species 50.0% (A/B)
Carya glabra
20
Y FACU
That Are OBL, FACW, or FAC:
Liquidambar styraciflua
10
N FAC
Prevalence Index Worksheet:
60
=Total Cover
Total % Cover of: Multiply by:
Herb Stratum (Plot size: 6 Ft )
OBL species 0 x 1 = 0
Smilax rotundifolia
10
Y FAC
FACW species 0 x 2 = 0
10
=Total Cover
FAC species 80 x 3 = 240
Vine Stratum
FACU species 50 x 4 = 200
UPL species 0 x 5 = 0
Column Totals: 130 (A) 440 (B)
Prevalence Index = B/A= 3.38
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test > 50%
3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: W7 UPL DP21
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 t Loc 2 Texture Remarks
0 to 24 10YR 6/ 3 100 SILT LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
❑ Dark Surface (S7)
El (Al)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Histic Epipedon (A2)
❑Thin Dark Surface (S9) (MLRA 147, 148)
El Black Histic (A3)
[j Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑ Depleted Matrix (F3)
❑ Stratified Layers (A5)
❑ 2 cm Muck (A10) (LRR N)
El Dark Surface (F6)
❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers hill
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W8 DP24
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Toe of Slope Local Relief (concave, convex, none): Concave Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.746 Long: -78.922 Datum: NAD 83
Soil Map Unit Name: Creedmoor sandy loam NWI Classification: PEM
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Hydric Soil Present? Yes X No Is the Sampled Area
within a Wetland?
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
n Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes X
No Depth (inches): 12
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring
well, aerial photos, previous inspections), if available:
Remarks:
Yes X No
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑d Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point:
W8 DP24
Absolute
Dominant
Indicator
% Cover
Species
Status
Dominance Test Worksheet:
Tree Stratum
Number of Dominant Species
That Are OBL, FACW, or FAC:
1
(A)
Shrub Stratum
Total Number of Dominant
Herb Stratum (Plot size: 6 Ft )
Species Across all Strata:
1
(B)
Bidens aristosa
25
Y
FACW
Eupatorium perfoliatum
5
N
FACW
Percent of Dominant Species
100.0%
(A/B)
That Are OBL, FACW, or FAC:
Juncus effusus
5
N
FACW
Scirpus cyperinus
5
N
FACW
Prevalence Index Worksheet:
Vernonia noveboracensis
5
N
FACW
Total % Cover of:
Multiply
by:
Mikania scandens
N
FACW
OBL species 0
x 1=
0
45
=Total Cover
FACW species 45
x 2 =
90
Vine Stratum
FAC species 0
x 3 =
0
FACU species 0
x 4 =
0
UPL species 0
x 5 =
0
Column Totals: 45
(A)
90
(B)
Prevalence Index = B/A= 2.00
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test > 50%
X 3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
IHerb —AII herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W8 DP24
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of Indicators.)
Depth
Matrix
El Dark Surface (S7)
[71 Histosol (Al)
Redox Features
❑ Histic Epipedon (A2)
(inches)
Color (moist)
%
Color (moist)
% Type 1 Loc 2
Texture
0 to 4
10YR 3/ 1
80
7.5YR3/4
20 C M
CLAY LOAM
4 to 6
10YR 4/ 1
100
MLRA 147, 148)
MLRA 136)
CLAY LOAM
6 to 24
10YR 6/ 1
90
10YR3/3
10 C M
CLAY LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
El Dark Surface (S7)
[71 Histosol (Al)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Histic Epipedon (A2)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
❑ Black Histic (A3)
E] Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
0 Depleted Matrix
❑ Stratified Layers (A5)
(F3)
❑2 cm Muck (A10) (LRR N)
❑ Redox Dark Surface (F6)
❑ Depleted Below Dark Surface (At 1)
❑ Depleted Dark Surface (F7)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers
Remarks
4_ocation: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (At 0) (MLRA 147)
❑ Coast Prairie Redox (At 6)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W8 UPL DP25
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Hillslope Local Relief (concave, convex, none): None Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.746 Long: -78.922 Datum: NAD 83
Soil Map Unit Name: Creedmoor sandy loam NWI Classification: UPL
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X
Hydric Soil Present? Yes No X Is the Sampled Area
within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required;
check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
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:
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point:
W8 UPL DP25
Absolute
Dominant
Indicator
% Cover
Species
Status
Dominance Test Worksheet:
Tree Stratum
Number of Dominant Species
That Are OBL, FACW, or FAC:
1
(A)
Shrub Stratum
Total Number of Dominant
Herb Stratum (Plot size: 6 Ft )
Species Across all Strata:
2
(B)
Solidago altissima
50
Y
FACU
Digitaria ciliaris
20
Y
FAC
Percent of Dominant Species
50.0%
(A/B)
That Are OBL, FACW, or FAC:
Sorghum halepense
10
N
FACU
Eupatorium capillifolium
5
N
FACU
Prevalence Index Worksheet:
85
=Total Cover
Total % Cover of:
Multiply
by:
Vine Stratum
OBL species 0
x 1 =
0
FACW species 0
x 2 =
0
FAC species 20
x 3 =
60
FACU species 65
x 4 =
260
UPL species 0
x 5 =
0
Column Totals: 85
(A)
320
(B)
Prevalence Index = B/A= 3.76
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test > 50%
3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
IHerb —AII herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: W8 UPL DP25
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 t Loc 2 Texture Remarks
0 to 24 10YR 4/ 3 100 SANDY LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
❑ Dark Surface (S7)
El (Al)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Histic Epipedon (A2)
❑Thin Dark Surface (S9) (MLRA 147, 148)
El Black Histic (A3)
[j Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑ Depleted Matrix (F3)
❑ Stratified Layers (A5)
❑ 2 cm Muck (A10) (LRR N)
El Dark Surface (F6)
❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers hill
zLocation: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W9 DP26
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Toe of Slope Local Relief (concave, convex, none): Concave Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.748 Long: -78.921 Datum: NAD 83
Soil Map Unit Name: Creedmoor sandy loam NWI Classification: PEM
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Hydric Soil Present? Yes X No Is the Sampled Area
within a Wetland?
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required;
check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
EVI Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
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:
Yes X No
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: Ws DP26
Absolute
Dominant
Indicator
% Cover
Species
Status
Dominance Test Worksheet:
Tree Stratum
Number of Dominant Species
That Are OBL, FACW, or FAC: 3 (A)
Shrub Stratum (Plot size: 30 Ft )
Liriodendron tulipifera
20
Y
FACU
Total Number of Dominant
Species Across all Strata: 4 (B)
Acer rubrum
10
Y
FAC
Quercus nigra
10
Y
FAC
Percent of Dominant Species 75.0% (A/B)
Pinus taeda
5
N
FAC
That Are OBL, FACW, or FAC:
45
=Total Cover
Prevalence Index Worksheet:
Herb Stratum (Plot size: 6 Ft )
Total % Cover of: Multiply by:
Microstegium vimineum
50
Y
FAC
OBL species 0 x 1 = 0
Arisaema triphyllum
10
N
FACW
FACW species 20 x 2 = 40
Juncus effusus
10
N
FACW
FAC species 95 x 3 = 285
Lonicera japonica
10
N
FAC
20 x 4 = 80
FACU species
Solidago rugosa
10
N
FAC
90
UPL species 0 x 5 = 0
=Total Cover
Vine Stratum
Column Totals: 135 (A) 405 (B)
Prevalence Index = B/A= 3.00
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test > 50%
X 3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W9 DP26
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 1
Loc 2
Texture
to
/
7.5YR5/8
20 C
M
SANDY LOAM
to
/
7.5YR5/8
10 C
M
0 to 10
10YR 5/ 1
95
10YR4/6
5 C
M
SANDY LOAM
10 to 14
10YR 4/ 1
80
2.5Y6/3
10 C
M
SANDY LOAM
14 to 24
10YR 4/ 1
40
2.5Y6/3
20 C
M
SANDY LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Mark, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
❑ Histosol (Al)
❑ 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) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
❑ Sandy Redox (S5)
❑ Stripped Matrix (S6)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
❑ Dark Surface (S7)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Thin Dark Surface (S9) ( MLRA 147, 148)
❑ 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 136, 122)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Red Parent Material (F21) (MLRA 127, 147)
Remarks
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
US Army Corps of Engineers hill
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W9 UPL DP27
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Hillslope Local Relief (concave, convex, none): None Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.748 Long: -78.921 Datum: NAD 83
Soil Map Unit Name: Creedmoor sandy loam NWI Classification: UPL
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X
Hydric Soil Present? Yes No X Is the Sampled Area
within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required;
check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
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:
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: Ws UPL DP27
Absolute Dominant
Indicator
% Cover Species
Status
Dominance Test Worksheet:
Tree Stratum (Plot Size: 30 Ft )
Number of Dominant Species
2 (A)
That That Are OBL, FACW, or FAC:
Quercus rubra
5 Y
FACU
5 =Total Cover
Total Number of Dominant
Species Across all Strata: 4 (B)
Shrub Stratum (Plot size: 30 Ft )
Carpinus caroliniana
20 Y
FAC
Percent of Dominant Species 50.0% (A/B)
Liriodendron tulipifera
10 Y
FACU
That Are OBL, FACW, or FAC:
30 =Total Cover
Prevalence Index Worksheet:
Herb Stratum (Plot size: 6 Ft )
Total % Cover of: Multiply by:
Microstegium vimineum
50 Y
FAC
OBL species 0 x 1 = 0
50 =Total Cover
FACW species 0 x 2 = 0
Vine Stratum
FAC species 70 x 3 = 210
FACU species 15 x 4 = 60
UPL species 0 x 5 = 0
Column Totals: 85 (A) 270 (B)
Prevalence Index = B/A= 3.18
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test > 50%
3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W9 UPL DP27
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 1 Loc 2 Texture
0 to 20 10YR 4/ 3 100 SILT LOAM
20 to 24 2.5YR 6/ 3 100 SILT LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
Dark Surface (S7)
ElHistosol
❑ (Al)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Histic Epipedon (A2)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
❑ Black Histic (A3)
E] Hydrogen Sulfide (A4)
[71 Loamy Gleyed Matrix (F2)
❑ Depleted Matrix (F3)
❑ Stratified Layers (A5)
❑ 2 cm Muck (A10) (LRR N)
[71Redox Dark Surface (F6)
❑❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (1`12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers FDR
Remarks
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W10 DP28
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Top of Slope Local Relief (concave, convex, none): Concave Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.749 Long: -78.921 Datum: NAD 83
Soil Map Unit Name: Creedmoor sandy loam NWI Classification: PEM
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X
Hydric Soil Present? Yes No X Is the Sampled Area
within a Wetland? Yes X No
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required;
check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
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:
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W10 DP28
Absolute
Dominant
Indicator
% Cover
Species
Status
Dominance Test Worksheet:
Tree Stratum
Number of Dominant Species
That Are OBL, FACW, or FAC: 3 (A)
Shrub Stratum (Plot size: 30 Ft )
Liriodendron tulipifera
20
Y
FACU
Total Number of Dominant
Species Across all Strata: 4 (B)
Acer rubrum
10
Y
FAC
Quercus nigra
10
Y
FAC
Percent of Dominant Species 75.0% (A/B)
Pinus taeda
5
N
FAC
That Are OBL, FACW, or FAC:
45
=Total Cover
Prevalence Index Worksheet:
Herb Stratum (Plot size: 6 Ft )
Total % Cover of: Multiply by:
Microstegium vimineum
50
Y
FAC
OBL species 0 x 1 = 0
Arisaema triphyllum
10
N
FACW
FACW species 20 x 2 = 40
Juncus effusus
10
N
FACW
FAC species 95 x 3 = 285
Lonicera japonica
10
N
FAC
20 x 4 = 80
FACU species
Solidago rugosa
10
N
FAC
90
UPL species 0 x 5 = 0
=Total Cover
Vine Stratum
Column Totals: 135 (A) 405 (B)
Prevalence Index = B/A= 3.00
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test > 50%
X 3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W10 DP28
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 1
Loc 2
Texture
to
/
7.5YR5/8
20 C
M
to
/
7.5YR5/8
10 C
M
0 to 10
10YR 5/ 1
95
10YR4/6
5 C
M
SANDY LOAM
10 to 14
10YR 4/ 1
80
2.5Y6/3
10 C
M
SANDY LOAM
14 to 24
10YR 4/ 1
40
2.5Y6/3
20 C
M
SANDY LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
❑ Histosol (Al)
❑ 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) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
❑ Sandy Redox (S5)
❑ Stripped Matrix (S6)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
❑ Dark Surface (S7)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Thin Dark Surface (S9) ( MLRA 147, 148)
❑ 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 136, 122)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Red Parent Material (F21) (MLRA 127, 147)
Remarks
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
US Army Corps of Engineers hill
Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Project/Site: Cary Parallel Water Line City/County: Wake Sampling Date: 9/11/2013
Applicant/Owner: Town of Cary State: NC Sampling Point: W10 UPL DP29
Investigator(s): E. Mularski S. Easterly Section, Township, Range S T New H R
Landform (hillslope, terrace, etc.): Hillslope Local Relief (concave, convex, none): None Slope(%) <1
Subregion (LRR or MLRA): P Lat: 35.749 Long: -78.921 Datum: NAD 83
Soil Map Unit Name: Creedmoor sandy loam NWI Classification: UPL
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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 a site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X
Hydric Soil Present? Yes No X Is the Sampled Area
within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required;
check all that apply)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (139)
❑ Aquatic Fauna (1313)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
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:
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imag.(C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC -Neutral Test (D5)
Wetland Hydrology Present? Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W10 UPL DP29
Absolute Dominant
Indicator
% Cover Species
Status
Dominance Test Worksheet:
Tree Stratum (Plot Size: 30 Ft )
Number of Dominant Species
2 (A)
That That Are OBL, FACW, or FAC:
Quercus rubra
5 Y
FACU
5 =Total Cover
Total Number of Dominant
Species Across all Strata: 4 (B)
Shrub Stratum (Plot size: 30 Ft )
Carpinus caroliniana
20 Y
FAC
Percent of Dominant Species 50.0% (A/B)
Liriodendron tulipifera
10 Y
FACU
That Are OBL, FACW, or FAC:
30 =Total Cover
Prevalence Index Worksheet:
Herb Stratum (Plot size: 6 Ft )
Total % Cover of: Multiply by:
Microstegium vimineum
50 Y
FAC
OBL species 0 x 1 = 0
50 =Total Cover
FACW species 0 x 2 = 0
Vine Stratum
FAC species 70 x 3 = 210
FACU species 15 x 4 = 60
UPL species 0 x 5 = 0
Column Totals: 85 (A) 270 (B)
Prevalence Index = B/A= 3.18
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test > 50%
3 - Prevalence Index <- 3.0
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 Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb —All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers FDR Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W10 UPL DP29
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 1 Loc 2 Texture
0 to 20 10YR 4/ 3 100 SILT LOAM
20 to 24 2.5YR 6/ 3 100 SILT LOAM
'Type: C=Concentration, D=Depletion, RM=Reduced Martix, CS=Covered or Coated Sand Grains.
Hydric Soil Indicators:
Dark Surface (S7)
ElHistosol
❑ (Al)
❑ Polyvalue Below Surface (S8) ( MLRA 147, 148)
❑ Histic Epipedon (A2)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
❑ Black Histic (A3)
E] Hydrogen Sulfide (A4)
[71 Loamy Gleyed Matrix (F2)
❑ Depleted Matrix (F3)
❑ Stratified Layers (A5)
❑ 2 cm Muck (A10) (LRR N)
[71Redox Dark Surface (F6)
❑❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (1`12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
❑ Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers FDR
Remarks
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils: 3
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
(MLRA 147, 148)
❑ Very Shallow Dark Surface (TF12)
❑ Other (Explain in Remarks)
3 Indicators of hydrophytic vegetation and wetland
hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
Eastern Mountains and Piedmont — Version 2.0

NC DWQ Slrealm Idelntificlaticln Farm Vcrsion 4.11
Daite:
Rroject9iler 'E r.p
llalliluce .. ;
9valuallor:ty
Cauni •
llangtlluc a: ,
-Medal Poinitsl:
Shealm Oe9ermination (airale ante)
Other n
Stream is at le a st intermitten l r,
,�
SPtl emEir l eermrtten%Perennial
e.g. Cluac Name: .-
ifl >_ 19 or perennial if >_ 30"
21
3
A. Geomorphology s..` ) Al�senii Weak Moderne Strongp gy (Subtotal =� tU� �-
I a' Conlinuily all channel bac and bank
(1
I
21
431
.I. Sinuas ity ofl cl armed along thalwegCI
15. Seciment an plants cui dabnis
S. a.5 1 1.9
21
3
3. In -channel sinuclure: ex. riffle -pool, slap-poal,
ripple -pool sequence
(1
PR
6�
21
3
. Panicle size of sinaarn subslrale
Cl
1
21
3
`I. Aclivalnelicl fliaocplain
Cl
0. C1.9
2',
3
(I. Depositional bans cm benches
Cl
perennial streams ma y also be identified us in gl other me I ads. Elee p. J 5 oil m< nual.
NoleEu W4 &�,
a. Recant alluvial deposits
p
21
3
E1. F eadcuts
Cl
1
2
3
€1. GnadEl canthal
1
1.9
1a. � mural valley
_Cl
Cl
a.5
1.9
11. 9acrind au greater arcon channel
IN a 0
hes = 3
a < rlificial ditches are not rated; see discussions in manual
B. Hydrology (Subloilal = )
12. Rnasencle of BasEdlow
2 3
13. Inch axicizing bai(iteria
2 3
14. Laafl RAI
1.9 (1.9 Cl
15. Seciment an plants cui dabnis
S. a.5 1 1.9
16. Organic c et ris lines oh pilEis
Cl a.5 1 104 1.9
17. Sail -basad evic ence of high waiau table l
IN a = (I Ih as 4,9
CI. Biology (Sut Iola] _
18. RibnCIUS rants in slrearriba(
3
1 Cl
19. Rociled upland plants in slraarrlba(
2
1 Cl
21(I. MacnabElnthos (note diversity and abundance)
2 3
211. Aquatic Mallus ks
2 3
212. Fish
L1.9
1 1.9
213. Crayfish
0 C1.9
1 1.9
21z. Amphibians
C1.9
1 1.9
21EI. Algae
0. C1.9
1 1.9
210. WEdlanc plants in S111EIarrlbEld
RACW = a.79; CBL =
'1.9 CIhar
perennial streams ma y also be identified us in gl other me I ads. Elee p. J 5 oil m< nual.
NoleEu W4 &�,
p
SNe4.''
e
/T1
E

NC DWQ Strelam Identificlaticin dorm Version 4.11 �--Vr "'44
Dater. t
Rra;ect/Sitel:/ ( g y
Lall iluca:
�-
9vallu allor:
kC� ^ V"- r�r1.g,. !Wpl , t' :{
Caunty: q ,
Lonigillucel:
Total Pointa:
is at leant in le!: 30 ent %}
SE!!
Slrelarri DEilE1r . tion (circle ansa)
8 helmieral
011han tv"i
t"A'
id>_ 19 or perennial if>_ 30` V'' ' °•.
'19
P ermittent erenniWl
e. Quac Name: 4 L-
q
P. ueomorpthoio (Sutioial = E0 )
Aldslant
Weak
Moc erate
Strong
la Cclniinuiiy of channel bed and tank
(I
1
3�1
g
2. Sinuosity al channEll along thalweg
(I
1
2
3
3. In-channEll siruclure: er. riffle-plclal, s1E1p-pclol,
ripple -pool sequence
CI
10
.I
I '1.5
4. RlartiCIE1 si21E1 of sirearn s ubsiraie
CI
1
11
3
5. ActivEul11E1IiC1 flacldplain
CI
1
2
3
E . Depositional Bars nn benches
CI
2E. "Eitland plants in sireambElc
11
3
7. Receni alluvial deposits
:_0
3
EI. F eadcuis
CI
3
% GlnadEl cclniral
CI
Skel&
10. N aVial valley
0
5)
1'I. 9ecclnd c11 gnealEul ondEln cl annEll
a
N a =
Yes = 3
m hhual UILGnu9 we not Ilated; see discussions in manua l
B. F-ydnology (SL ttcltal = R's )
1,1. Presence oil 9asefllan
0
'113. Inan oxidizing baclEmia
0 2
'I,4. Leaf litter
1.,11 CI.5 CI
'19. Sediment an plants au cobris
AD0.5 1 1.9
'IE. Organic dobris lines ar piles
0 1.9
17, Flail-basEld Elvidence o1I l igh v\alEln Mable?
Na = CI Yes
U. blology (Su tlolal =
181. Ribnous nUcils in slrearrlbec
0
19. Racked upllanc plants in sinElarribEld
0
20. IVacootenIhcls (note diversity and abundance)
1
2 3
211. Aqualic Mollusks
1
2 3
M. Fish
10
CIA
I '1.5
M. Cnayfish
80CIA
I '1.5
2z. Ampll itians
CI
CIA
29. Algae
CL9
I.EI
2E. "Eitland plants in sireambElc
RACIW
= CI.75; CIBIL =
1.9 CI11 em ='_0
"perennial streams may also be identified wing) othen methods. gee p. 39 oll manual.
Ncdea:y
Skel&
t
�t,

4 eta
A':
lszftw�,
3.
N R �R
o -m, o o o
Pal MaC noryl ahn E. Ski arta, III
Clovemnor Seanelle ry
FINDING OF NC SIGNIFICANT IMPACT (F® NSI;
Cary/Ape)i F a na I I ell li a w Watev Tea n stent stir®In Malin
aHe and CHalthaeve Counties), NcirtH Caleohra
The Nath Caralirla Enviironmenllaa Po:lic3l Ad IG.S. g] ]=1A) requircis thattha Div:is:ian of Waller Rcisournacis dciierm:ir.le
whellher a proplascld mador agent N nation wiII s:igri iicant.ly affect the) elnv:ironrrient. The Caryl/Apcx Paraalel Pavy Watclr
Transmissiian Main :is su ch a rr ajar action. Sclgmant :I of tlhe project tegiins at the existing Raw Water Ir, tat e and Purr pl
Staiiar at Jarean Lake arc ends at the intarsectlan cif US E 4 and Heaver Crclek Roae, ar c :ir,ivolves rap:laaarr ant of the)
exist'iria 3C1 -inch rave waters :lino w:Ah a 34-1irich water line. Segmclrt 2 11ag:ir,is al the cine cif Segmelnt :I and ends all tlhe
inlersaction of US 64 and the crossing of the) American Tlobaaaa Trail, and involves installlailion of a 42 -:inch parallle]
trarsmiss:ian liner. The 42-1ir.lah parallle] blansmiission Line corlinuas lhrou€lh Scictiion 3, which faflaws the nightl of waN for
Dukcl Energ}l's oven head plawer tralnsmiiss:ian sysilarr. The Figures parr ian cif Ihe environmerllall assessment pplavic els maps
dalaiilang the project location.
In orciclr ila deltelrm ine whether tt e Car3l Apcl)� Pana:llell Rave W aler Transrr iss ion Mailr.l will cause sign:ifieant clnivircirimelntal
impacts, an elnv:iiianrriantal assessrriant has been prelplarec: The etnvilronmamlal assclssmeml :is attlacheld. It coniaiins deltaiaad
infarmat:ian an the IcciN :issucls, including a deia:ilec delscr:iplticr.l of the proposee prgjcict, and probab a elnv:ironmemlal
impacts with praplasad m.iti€lations. The fal Jawing is al sumirriaryl of the pratab]a emlironrrenla] :impacils arlc wsociatcic
miitiigalion actiivitlicls:
Th a proposac prajeat will aau s a lemporary impacts to topography due ala tierah:ir.l8 required during construlation.
Approximiataly Aq acres of FEMA flock plains adjacent to Statcl Raad Pank may be telmpararilly eistulnbed during
cianstruc tiar,i. Th is area will bcl rclviclwed durilr,ig final c asigr to deltelrmine if :it is avo:ic ab]a. Apprc)� irrmiaile l31 211.6 acnes of
soills will be torr plararily distulrnbec during corlstructioni dua tla elxcavaticr,i, stoekpilling, and baakf:il ling requircc for pipe
ir.lslaalatiar.l. Minimal chamges in land u s a will accur as a diraci rasultl of this plrojeail. Aplproxlimately .13 acrcls of watlanc s
ame q4 llinclar feclt of sttleam win] he tampanar:ily irripactcic b3l the plrojacl. Approximiataly .13 acrels of tta Amariaar
Tabacco Tnail easement is located within 1hcl limits of the project. An adc itional easement of a. acrcls wii1f the U FACE
w:iII be required, thaugh impacts lo naerneatlaraa partk users and resources are elxpciatad to he minimal. Tnaffic eisrupiions
are anticipatcc, with onia aasilhaund lane ofL c 64 to bcl closed during installlailion along tha causeway. Three) proper) as
w:iih:irl tte stddy arch wercl c eltElrm incic b3l tha 1Etale Historic Presenailior Office ta ba plateritiallly aligilile for the Nat:ianaa
Reg;isiler of Historic Places. `Mose properties arcs th a Beckwith-Goodw:iri Farm, J.B. Mils Hat scl and Farm, anc the c eltciri
Wellch Farm. The plrojcictl has been daveaapec to mimimiizel or ay aid impacts to thasei plraperlicls, as cata illed in Sec t.ian 3.7
cf tt e e ocu mclr t. Apprc)� im and a IN .6 acres of forest with in thcl USAC E praplert) /Jordan L at e c 1 ale Park may h e im pat telt
lid canstruct:ian, along with a natal of 17.1 acrcls of forcisil throughcut the) total leingth of the) plrojacil. There wild ha a total
increlasa :ir,i limplarv:iaui surfaacl w as of A2 acres. Tamplarary d:istulrbariccls to shell )fish, fish, and tt air habitats dua to
construictiion ara antic iplateld to be rr. inimal.
1917 Mail SE nice aentee, F aleicll , North Qarolir a 27699-16-1
l ocatie r : 512 N. Salisbriq St. Raleigh, Nc rth Carolina 27994
Phe r E : 919-807-6309 1 N, x: 9' 19-80 414 g 2
Ar Eq ual On par unitylAtbrn � tide 11 c k n En plc ye r

F ages : of 2
Th a town is cioor mittad to implamemtimg any nampansal city m it igation requ ureic tlu ougf. th a Sciel iori 4(14 /401 parmitting
prociess in cioordinalion with the USA CE and NCDIWR. C amplianec with sed:imarit anc crasion car.itroll Illaris ar c
imp:lerrantation cif best maragememl praelicias will furl har miiligatc direcit impacts. The secicmdaryand eiumulative impacts
(SCI) assessments by the Iowns of Cary, Apwii, am Morrisville aiie inciludad by raf irencie in this EA. The Heecmidaryand
Cumulative IrrF acus Master Miiligat.icin Pllans (SCRvEVIFIs) fully adciess SCI wiilhin the stddy arcia. The praposed acitions
incilk cd in thea EA haves baen noiled in tha SC INEVIPs anc subsequent revisions and updates to th cise F lar s (2(1(1(, 2008,
201 (1, and 2012).
None of the abovc imllacils aie found to be sigrlificiart due to mitigation aclivit:ies. Thais, it has been caricluidec that
Car31/ApcNi Fara le] Raw Wlater Transmission Main w�ila not havc a sigrlifiicarit ads erse effect cm the quality of the
en-ironmenl. No anvironmienla] impacil staturneint (E]I9; with be prepared am this FONSI ciomplatas the environmenia]
res iew reciord. Thei FONSI and EnNironrnc vital Assessor aml shall ba availablc Jorhispacliori a rd ciommant for 30 days al
the Stato C ]earir gh ouse.
Summary of FCNSI for pub:liciation in tha Env:ironmenta I Bullctir.: Afhi ciorrllleiiori of ari cinvircmmcntaI assessor ant
under G.9. 1"3A, a PON911 has be en rr adc iri ilhe ease cif C arylApex Parallel Ravi WlalerTransor ission Mairi. Inform ail ion
su if porting the nc ec for the proposac I lrq'c cit w as i ei i ewc e , a] ong w ith rc h give im pacits, oth er allU math a apprciaah es and
mi tiglating me asurcis.
J'
�a
Thomas . ReE c er (Da e)
Direct r, Dl:ivisiar. of Water Re ources

dam,. S1Arr,
N(ij11 h Catidlir a Department of Cu Ill L tlall 1les(x ,Ilea
9 to to Hi; t of is Pre: ervation 011j iue
R-. n of a i' f. H arta s, A i Imit istrat( r
Pat HaCror; , Gaueniar
`, usa■ Kluttz, 9ecretarA
Kauin ( F erry, Deaut)19e. retary
August 9, 3 all
Vickie M. Millen
ED11 HnBinaarin�, lnc. of the Cana lin as
1711 N w -ion al Drive Suite a 01-11
Raleigh, N CI 3i1f112-418,13
C Ffiae a IF Arcl ives an 11 Histo,
Dimisicn of Historical Resot rces
HB: LIF (11 llarlallal Raw Water Ttiansm.iis: ion Mina, Chat H a nu a nd Wake Connt ies, CH 13-0471
I]aar Ms. Millar:
Tharik Mou ilor Mouii ji l}1 19, x411, amail mie,isa8a sanding the proposed Frojeat align manta fbr the abova-
rellelien aed undo rt a king shat has the potential to aillecl 1 ha JB Mille Hous e a nd Harm and Beakwit h -
Goodwin F armi, plaopar6e:l datenmined eligible fon living in the 1\ ationil Aegistan oft E isioiiic illaaea,
and the Soon Wa lah Bxi mi, a prope:i t3 1 hat appeals i o ba pot entiallyl eli8 ibla fbr living in i ha Nat ions 1
Registal:. Afilel ieviewin8 the praf61rad alignmients, wa ofillel the :lollowingaomnarits,
JB M ills H of tsfl a n d Barin i
1fl oha line is installa(I as described using a diraational bode ao that none oil oha Maes in :Inont o:l the
propero)l along US 64 ramioved, the propo.lad align rr erit will not adverselyl afflaat the hisoof is pnoparo}l.
Sell on Via h Aa nm
If in,italled as de:laribe - use o:1 ari open onench with rasimaiia n of the open Iandaape with no a l ova
gl oun d so ruco ures along the propert A and on lyl the ra ins l a llatiori oil t ha nig h1 -of -way hence, i ha pnojeci
will noo advarselyl afflaat the ptolprq.
Bachwil h -Goodwin Aa t•rii
lathe line is installed on iha south sida olIL13 (1,1 and aara is takan oa avoid tha historic aenuatary, the
pnoFlo:lad pl ojaao will not advensel)i allfaco this hi,ltoric Fli openty. We ane very pleased that the south side
alignmient was .ialactad at this propenty given the expenianae of the ownans with takings :Ion U9 (141.
'I ha abova aomnictits ara miada pursuant to Nclion 106 of tife National Historic Areseniation Aa1 and
the Advisory, Council on Hi:ltoric llrasenma1ion's Ragulations fon Comiplianae with Section 106 aodifiad
ao 16 CFR Pa no 8 4 4 .
Thank you flor your coops ration and comideiiation. III )jou have dues tions aoncaening iha abvia
comment, please tomato Renee Gledhill-EarleM, enviiionmien1al iieview coordinatoli, at 919-507-6579 or
Le eatior : 119 lett Jares Street, R.rleigk NC 27691 1 laili,i @ A duress: 46MA U Service Center, Raleigi NC 2749'9-4617 ]le[eplr i r c1f a.e: {9 19} S l7l G�71/Sal-G� 9

rariae,gledliill-narleyaanadan.gov An all future a aar.munication aoncf ining this project, plaam cif the
above-rafatiencad tracking numibei .

Uffiteld States Department ®f the Interi®r
FISH A ND WILDLIFE SERVICE
Raleigh HS Afield Gffiae
Rlaleiglh, Nortll Cai alis a TA63&37_lE
July : 11 1014
Ms. aacicia Rodd}
NC Ilivision of Water Rclsources
Planning Seal ion
11611 Mail Sarv:iaa Carnlar
PJalai ghl, NC 2769q
Ra: Cary)IApex Pa:ralle Raw Vvatar Tralismiss:ion Marin Wake C oulity, NC
I]ear Ms. Roddy:
This ] attc r is to inform you thal a list (if all federal ly-prol ectc c endangered and thrc ate nc d sI c cies
with known accurreinces in Norl'1 C 1rcllina its now availabla on the L.S. Aish and Wildlife
�cirvice's(Sm ice).webplgc al''lttp:)I/www.fws.gov/ii-aleighl. Thercfore,:iflyauhave projcatstflat
occur within the Raleigh ric I ' Office's a:rel.of respans.ib:ility (Isee attar led county list), }au ra
longcrneccito can, ct I l a Ralaigh Pieltil Oflliga fo:r'a 'Ii§i of ffiderally-protected speaiea.
Our m ab page contains a complai e anc fre quair tly I ipdal ad 'list of all endangered anc tll -cai m ed
species prolectcd b) the prav:isions of the Endangered Species Aat of 1973, as aanended (116
L.S.C. 1": 1 et seq.;(Act;, and a :listl of fbdcra] species of coricernl Ilhat arc kricmn to occu:i in
each county in T circ ]1 Cara ] ina.
Section 7 of the Acil :requires that a] 1 fc c aral agenc:i c s (jar their c c sa gnal e d non• fc c c ral
me prc sc n1 at:i vc ; , in consul 1 at:i an w:i 1 h t:lle Sarv:i ae, insure thal any arta on fc c c rally at thlori zed,
funded, or aanied out b) such agenc:ias is not likely to jcoflarciae lhlc aontiinucd existence of any
fadelllal y-lisilcie elldan9(Ftd c ]- tlareataliad iptcias. • A bink gkcal. -ssess]m llt or e'l .all 1t1011 n c';! bf�
preparad to fit:lfiI1 That ragriiramellt and in determining mhcthe r additional clansLltaiion with 1lc
Service is neacssary. In addilior to ilia facarally-p:roteated specias list, infarlr.ation on the
slcaies' life historic arc habitats and :inforinalion on aarr.iplet:ing a bio.logiaal assessment or
evaluation and can be found an ouli wab page at h1tp:/)Iwww.fwls.gawlrale:ig]l. Please chleck the
wab site of eri for update d informalt:ion ar clianges.
I The lenm "fec eral species of conaerr " r0brs a tha,se.splecies vile ich i the Seri ice L elieves IT igtt h e it neer afl
coricentralec caniservatior actions. Fectr,,1 vpecies of c anceri receive nc legal plrateaIion avid their c esigr align does
rat recessa, ily iriplIN Ina] the srlacies WiII U.'cintUaIIl Le p-aroseI flan• Iisting, zs a Eden Ily crdanglarec an ti nealened
sp ecies. Hawever, we recoi amend That all praalicable ries: ores Le taken to aivalc cu- minimize adNeise impacts to
federal Sr eaies of coilCerni.

If yourprio_lecl cion E-11 suila -1— habitatfrn �n� of-tll�e fele-i�:lly 1i�il-edzpecieslcnownto be
prascnl Ait'.hin the acninty w'.herc ycnar praject occurs, the proposead action has fie polential to
advetscdy affect those specim. As suah, we racom:mcnd ghat surveys be canductec to determines
the spec:ieas, 1p•easencc or absence wilhin alhea project arca. The -Li 3c of Ncanh CatolinaNal ural
Heritage program c ala shcnillc not be siibstil uled for actual field siirveys.
If you deleiimine that the proposed aclion nlay affecl (i.e., '.likaly 1c advetscly affect or not likaly
to adwrse'.ly affect; a fcccrally-protected species, you should notify 1h1is office with your
do termination, the rc sull s cif your sun eys , survey me fiodcl c gi as , and an analysis of 1h1a Effects
of the aat:ion an listed species, including ecnsideralior of d:ircat, indirect, and cumulative effects,
before concucti:ng any activities That might affect the species. If you determine thal thea proposed
aclion will have no effect (i.ea., no benefiaiall or acvcrse, direacat or indirect affect) cin federally
listed Species; than you su•ci not reaquircic. to aontacal our officia for cancurrencc. (Irunless an
Enivironmental Impacl Slateurrant is prepared). Hawevcir, you should maintains a complete record
cif the assessmanl, including steps leading 1c your detcrarinatican of effecl, the qualified personnel
canducling the assessment, habitat ccndialions, site photographs, and any clhcr re ated articles.
Wilh regard 10 the above -referenced prejecl, we offer the following remarks. Our camments area
submitted pursuant 10, and in accordance with, prav:isions of odic Endangered Spec:ic s Ad.
Based on the information F rovided and otheir information avail able it appears thal the proposed
acation i s riot '.I i klaly 1 a adve •s aly affbat any fedc nal ly-li stc d e:ndang c red or Hire atened sped es , the it
formally designatc d criti cial habitat, c r s F eacic s caurreanl ]y proposed far listing under the Act at
these s:ila,. We bellievea fiat the requiremenls of , acitilcn i(a)(1) of the Act have beacn satisfied far
your praject. Alcasa renlambar That obligations under seclior.. 7 ecnsultalion mu sl be
recons iccred :if: (1) new :iill ormalion reveals impacts of this identificad aclion that may affect
listed species or cr:iIical habil at in a maaller neat previously con, idared; (a) this aclion is
E bscaquc n11y mod'fi c d in a maavicar thal was r a1 aons idered i n th:i s rc N i aw; or, (=1; a nc w speci as
s 11 i s 1 ed or crit:i cal la abi tat detearmi ned 1 h at may be affecl e d by al he identi fi ed action .
However the 9ervicaa is aorcerned at cut the potential impacts alhea proposed action rnight have
can aquatic spec:icis. Aquatia :resourcias are highly su9captiblea to sediaranlat:ion. 'Ihcrefore, we
recommend That all praaticable nleasuras be Laken la avoid adNcrse impacts to aquatic species,
;
inuhiclialg irraplarr;enfin El dirvati0nal t oring .:iethous crud str:, na. ert "Inc,.ems:on control-
..ge„t soc
measures. An erosion and sedimentation control plan should be submitlled to ane approved by
the North Caroli za Div:is`on cif ILand Rc sources, Land Qualialy cation prior 10 construction.
Erosion and sedimcnlat:ian con1ra19 should tc :installed ane ma:inlained bealweean the consalrudion
sale and any neaarly dawn-gracie:nt surfaeea ',Aaters. I;n acdition, we recommend rraintainir.g
natural, vegetated Iufflers on all streaams and a aeks adjacent to the praject site.
The N cn11 Carolina Wild' ifc Rlesoiu•aes Commission has developed a GLidaniae Memorandum (ja
copy car be found cin cur websitea all (http:i/ww-A.fws.gov/raleighl) to addrass and mitigate
scaoncary and cnnnulativea impacts to aquatia and larrestrial wildlife resources and water quality.
We rc commend 1 h at you ac n s i der this docu inenl n 1 ha deavc 1 opera ant of ) cur pro] coats and in
completing an initiation pacalcagla for eansultalion (:ifl necessar); .
I

Wo Mope )au fine our wab page iisefii and :infbr:rnalive and trail following tie procass described
Ebava will raducie tha clime raquircad, Enc eaiminaila thea need, for general) coiresylondenicci for
specias' lists. If you hava any questions or aammants,111caasa aanilEat John Elllis ofltHis offiaa at
(919) 856-4f XI ext. 2( .
Sinaaraly,
r
�I
P to Benja nin
F icall c Snpcuv.'sor

I,i st of Cauinti cis in thci Surviau's RM(ii g h Field C ffilcie Arca ofl R(isp ansi bility
Al amanca
Beaufort
Bent:i a
Bladen
Biwism i ck
Camden
Cartanat
Caswe] l
Chatham
Cham an
Columbus
Craven
Cumberland
Cun itucld
E ane
Euplin
E urham
Edgeaamit a
F nankll in
G ates
G ranvi lla
G rae:ne
G ui lfond
11 al:ifti);
11 arnetl
11 ertford
H oka
I]yca
Johnsto:a
Jonas
Lae
L anai r
M arta n
M ani garnery
Moana
N ast.
N ew H a navar
Northampton
0nslaw
Orange
Pla:inl i co
Plasqual ank
Plender
0
P erqu imans
Person
PiIII
REndo:ph
Rlahmor d
Robeson
Roaki r.igharn
Sarripson
Scoil 1 and
Tymial.
Vanua
Wa:ce
Wa:ITe:a
Washi ngl on
Wayne
Wilson

15
501
B. EVERETT
JORDAN LAKE
3
0
a
a
00
00
v
M
LO
SRT H
54
RAW WATER PARALLEL
TRANSMISSION MAIN
55
.E
751 CARY/APEX WATER 40
TREATMENT FACILITY
64
RAW WATER INTAKE PUMP STATION
LOCATION MAP
NOT TO SCALE
Contract Drawings For
Raw Water Transmission
Parallel Pipeline - WT -1 194
Civil
HDR Project No.
000234-191838-018
Cary, North Carolina
July 2015
95% SUBMITTAL
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St.
Charlotte, NC 29715
704.338.6700

HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
$E
)) WT -1194
TOWN OF CARY NORTH CAROLINA
ORIENTATION PLAN
0 1" 2" FILENAME 00G-01.dwg
SCALE I NOT TO SCALE
SHEET
G-01
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015 95% SUBMITTAL
- 03/2015 90% SUBMITTAL
- 06/2014 75% SUBMITTAL
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
$E
)) WT -1194
TOWN OF CARY NORTH CAROLINA
ORIENTATION PLAN
0 1" 2" FILENAME 00G-01.dwg
SCALE I NOT TO SCALE
SHEET
G-01

HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
Cl11101
RAW WATER
Litir�+H€
PARALLEL
. . ■
WT -1 194
TOWN OF CAR NORTH CAROLINA
GENERAL LEGEND AND
GENERAL PROJECT NOTES
0 1" Z, FILENAME OOG-02.dwg
MOM
SCALE NONE
SHEET
G-02

1 1 2
3
2
5
7
- - - - - \ \ \23,� 23 �` - DAM\`\
_ _ N
� S,r� -'� � \� SEE DETAIL O�k000.06/C-40
R �\ p� pIP ,�� \\\ \��� L 1 ELECTRICAL PU�� SOX EXISTING RIGHT OF ENTRY FOR
i T Op
�7 CHAIN LIN' TOWN OF CARY WATER TREATMENT FACILITIES
�
FENCE WITH �`� (RAW WATER INTAKE AND PUMP STATION)
REMOVE 42" CAP 0 I B-41 X 111111 BARBED WIRE ��\ P.B. 99, PGG 4041
---------- ----------- AND CONNECT i I X 1
-------,------------ -� ------ ---- -- r ASPHALT ACCESS OAD '
INTO 42 RAW ' LP 1 ACCESS MANHOLE 40 EASEMENT FOR
� � N JORDAN LAKE N 40 0 40 80
13 WATER BY OTHERS 7 �� / I UNDERGROUND \\ RAW WATER MAIN
STA 0+00 ± ko �^� CA 7E 1 ELECTRICAL ` BLOWOFF D.B. 927, PG. 426
9 N 723388 42 45° RJ lipF Q I ° -WOODS- ` UNITED STATES OF P.B. 99, PG. 40-41 42" RAW WATE HORIZONTAL SCALE IN FEET
E 1994824 FITTING � ` 23� —236— — `\ AMERICA --------------- 10 0 10 20
STA 0+90 l��i �� \ ° — \ RIPRAP P.I.N.: 9795-18-6724 TRANSMISSION MAIN - ____ I
-------- VERTICAL SCALE IN FEET
N 723353 �Illll� \ o I �TF�1 \/Rjw \ \ _ AW
�, PIPE OUTLET --------------- �-------__-_-
E 1994907 1 i / \ I \'� INV OUT UNKNOWN ------ R
306 LF OF SILT FENCE `\ Y� 0 9 \ \ w _--- ___--
N N / �-►- 1 \�. N \ BpLLA�,'J� \ ��, __------------------------ RAW RAW GENERAL NOTES:
SEE DETAIL 04000.01/C-40 WOODS i ----_
\\ (wP) \ W �s ------ RAW _______--- - C7
20'x40' BORE PIT/ _ J _ - _________ 1. SITE SURVEY WAS PERFORMED BY WITHERS
c -237 -r RAW = AND RAVENEL DURING THE WINTER OF
/- - V °� ° ° °�� - - - - RAW -_-_---- r
ASF i m - _ i - RAW _ __-__------- Z 2013, ALL COORDINATES ARE TIED TO THE
— — — — — —240- L j� - -----------------
t- ___ WESTBOUND LANES) � m NORTH CAROLINA STATE PLANE COORDINATE
- - Ln SYSTEM (NAD83 FEET). POINTS HAVE NOT
�UGE p __-___---- NC HIGHWAY 64 ( BEEN REDUCED TO GRID COORDINATES.
--- -� - --- I 1 i ��� D COORDINATE ELEVATION DATUM IS NGVD29.
- - - - - �----= DROP INLET
\ 18" F9S i v RIM: 238.38'
18" FES \ \ \ � � � � KEY NOTES:
\ INV 2318.27 I ISI i SII 3 INV OUT: 235.73 O
INV 238.5 G \ \ ELECTRIC L MANHOLE I ' „ O ' O 1 EXISTING 30" RAW WATER CAN ONLY BE
_ - �� GUARDRAIL 4 6 EFFLUENT II O O OUT OF SERVICE BETWEEN NOVEMBER 1
DROP INLET O FORCE MAIN AND MARCH 1. COORDINATE WITH TOWN OF
- - - - - - - _ _ \ \ \\ \ _ - - RIM: 238.48' UNDERGROUND O WHITE LANE - CARY WATER TREATMENT FACILITY STAFF.
INV IN: 235.93 TELEPHONE STRIPING 'n _ ---------------
G— INV OUT: 235.71'
_ � �, S> -o \\\ � � , i-= � EDGE OF PAVEMENT NES ----- RELOCATE TELEPHONE LINE AS REQUIRED
15 CMF __ - vP \ /� - 30 R' W WATER 64 (EASTBOUND LAN"
--------- --------- — — — —
\ \ -48" -SEL - I TRAr� ^"'` "`N MAIN C HIGHWAY ___________ - - - - -� TO INSTALL PROPOSED RAW WATER
f N __ _ TRANSMISSION MAIN. COORDINATE WITH
\ \ CASINd PIPE - - I 1 __------ - - - - - - - - - - O TELEPHONE COMPANY.
t-- i -----------------_2400�\7—
DROP INLET \ o i1I O ----------------------- _ -_ _ - - - - - - - - - _ _ _--_ - - _ ------ Z O RELOCATE EFFLUENT FORCE MAIN AS
RIM: 239.51' LF >' \ \\ i TH-2 I REPLACE 30 45° BEND - - - REQUIRED TO INSTALL PROPOSED RAW
INV OUT: 236.89' SOOEL CAOSING PIPE \\ \\ \ 1� " - - - _ - - _ = = — - - - - 240 -- - - - ----- - ___�- — - - Z WATER TRANSMISSION MAIN. COORDINATE
WITH CHATHAM COUNTY WATER TREATMENT
P4 _ — — _ - _--------------- _ - - - O PLANT STAFF.
12 -
�n \ _ - - _ __--- — _ _Qp�- INSTALL SILT FENCE
10'x10' BORE PIT \ - P - '5 --�-- -- _ _ = per = AROUND PIPE OUT �n O4 REMOVE AND REINSTALL GUARDRAIL AS
_ L_ _ _ _ -- _---- _ — Fi REMOVE EXISTING
�Z
_ - - - - - --- - - WATERLINE TS FALL +
F - EASEMENT IS LIMITS
REQUIRED TO INSTALL PROPOSED RAW
-- s� 30 RAW WATE E c
- - OF DISTURBANCE v U) WATER TRANSMISSION MAIN. COORDINATE
SILT FENCE OUTLET, TYP AND PROVIDE �, fn
pd� - � 42 45° RJ 4+00 F BLOW -OFF „ m WITH NCDOT AND MEET ALL NCDOT
STA 4+75 SEE DETAIL 04000.23/C-41 54 RAW WATER REQUIREMENTS.
X240 - TTING F� �"f'� N 723100 TRANSMISSION MAIN
S 3+65 15 GMP
N 23099 Up 4 E 19951 18 ,� 1 306 LF OF DOUBLE ROW = O5 INSTALL STEEL CASING PIPE USING
/ f 13,49 y, 7. 54 1 1-1 /4° RJ FITTING O O INV OUT: 234.60
- - - E 1 95012 _ 54"x30" FACTORY WELDED LATERAL
STA 5+64 SILT FENCE rn TRENCHLESS CONSTRUCTION METHODS IN
i � � UNITED STATES OF SEE DETAIL 04000.01 C-40 ACCORDANCE WITH THE CONTRACT
STATE PARK STO�I E,\\ 6 FE STA 4+52 NWOw's' N 723127 /
- - - -ENTRANCE SIGN \\ \ \ O J� AMERICA SPECIFICATIONS.
1 I 1 = , F J/ / fN 723096 - , i I / j �i E 1995202 P.I.N.: 9795-18-6724 ^� JORDAN LAKE n
(DO NOT-DLaTURB) �.► / i E 1995095 >
MAIC �X 1 1 / �Ji °°� i ,- -- = STATE PARK ROAD EXISTING RIGHT OF ENTRY FOR O O6 20 TCE. EASEMENT IS LIMITS OF
,°° �— -- BILLING ADDRESS: DISTURBANCE.
42" 1 �,-111\4° \ `q / 42" 22-1 /2° 54 x42 RJ REDUCER PO BOX 144 TOWN OF CARY WATER TREATMENT FACILITIES �V
RJ FITTING STA 4+39 AND 30" RAW WATER LINE
�23g _RJ FITTING N 723092 MONCURE, NC 27559 D.B. 927, PG. 426 O7 UPE, WIDTH VARIES.
STA 3+91 O D D STA 4+13L BOLLARDS
m -A E 1995082 P.B. 99, PG. 40-41
N 723089 > � m E 7230 8 THE LOCATION OF THE EXISTING 30" IS
58
E 1995036 O APPROXIMATE. CONTRACTOR SHALL
PERFORM EXCAVATIONS TO VERIFY
N LOCATION.
w
270 w a z CD 1 270 Og EXISTING CAP IS A 42" HPL CAP WITH 2"
d z U TAP. EXISTING PIPE IS 42" CLASS 200 D.I.
0 0
c�
z Q z z w WITH HPL/PE END.
LO Q U
z J 0 w n" o _j Iw 10 WHEN USING DIP, ALL PIPE WITHIN THE
bj 260 o w m w US HIGHWAY 64 w N � o = CASING PIPE SHALL BE RESTRAINED JOINT
+moo- Ln F__ w � o' obi d I(n 260
PIPE. INSTALLATION MUST BE BY PULLING.
Lv PUSHING OF DIP INTO CASING IS NOT
Q + + N Ld
z o + ALLOWED.
0 OEXISTING GRADE Qo nm
N cn m w N �' N Q X o N Z 1 1 VERIFY LOCATION AND DEPTH OF ALL
250 co 0 MARKER BALL, TYPICAL I� 250 EXISTING UTILITIES PRIOR TO INSTALLATION
OF CASING PIPE. ADJUST DEPTH TO AVOID
IQ CONFLICTS AT NO ADDITIONAL COST.
EDGE F PAVEMENT
- - ------ - ------------------------ --- ----
12 RESTORE RIPRAP AREA BACK TO ORIGINAL
—----------- --- � CONDITION AT NO ADDITIONAL COST.
--------------------- ------------
------------ -----
------------------------- ---- ---
240 240
13 EXISTING CONNECTION PIPING WAS
• X18" RCP UGT� — — — — _ _ — — IU INSTALLED AND PRESSURE TESTED TO 175
15" CMP 6" FM �- — — — — — — — — — » — — PSI IN 2015. CONTRACTOR SHALL CONNECT
• U 15 CMP 10 TO THIS EXISTING PIPE AND INCLUDE IT IN
------
- - - - ------ THE TESTING OF THE RAW WATERLINE.
------ 230 ISOLATE TEST SECTION BY CLOSING THE — — — — — — — — —
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230
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42" RAW WATER TRANSMISSION MAIN � O5 10 11
200 LF OF ' 60" STEEL CASING PIPE 54" RAW WATER TRANSMISSION MAIN
220_ _ _�
12 OUTLET APPROXIMATE LOCATION OF EXISTING 30" RAW WATER TRANSMISSION MAIN
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210
200 1 1 1_
0+00 0+50 1+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
O N
N N
1+50 2+00 2+50 3+00 3+50
- 07/2015 95% SUBMITTAL
- 03/2015 90% SUBMITTAL
- 06/2014 75% SUBMITTAL
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
4+00 4+50
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
5+00 5+50 6+00 6+50 7+00 7+50 8+00
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
8+50 9+00
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
220
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In
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PROJECT MANAGER M. SHULTZ, PE -�`
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
RAW WAT E R
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY
NOTES:
O1
EXISTING 30" RAW WATER CAN ONLY BE
OUT OF SERVICE BETWEEN NOVEMBER 1
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
RAW WAT E R
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY
NOTES:
O1
EXISTING 30" RAW WATER CAN ONLY BE
OUT OF SERVICE BETWEEN NOVEMBER 1
AND MARCH 1. COORDINATE WITH TOWN OF
CARY WATER TREATMENT FACILITY STAFF.
O2
RELOCATED TELEPHONE LINE AS REQUIRED
TO INSTALL PROPOSED RAW WATER
TRANSMISSION MAIN. COORDINATE WITH
TELEPHONE COMPANY.
O3
RELOCATE EFFLUENT FORCE MAIN AS
REQUIRED TO INSTALL PROPOSED RAW
WATER TRANSMISSION MAIN. COORDINATE
WITH CHATHAM COUNTY WATER TREATMENT
PLANT STAFF.
O4
REMOVE AND REINSTALL GUARDRAIL AS
REQUIRED TO INSTALL PROPOSED RAW
WATER TRANSMISSION MAIN. COORDINATE
WITH NCDOT AND MEET ALL NCDOT
REQUIREMENTS.
OUPE,
WIDTH VARIES.
O6
SEE DETAIL 1/C-35 FOR ENLARGED VIEW
OF THIS AREA.
O7
RESTORE RIPRAP AREA BACK TO ORIGINAL
CONDITION AT NO ADDITIONAL COST.
280 O8
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PROJECT MANAGER M. SHULTZ, PE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
F -y
C
C
TOWN OF CARY
1 1 WATER R
TRANSMISSION
PARALLEL PIPELINE
WT -1 194
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NORTH CAROLINA
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40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
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PLAN AND PROFILE
STA 20+00 TO STA 30+00
0 1" 2" FILENAME OOC-03.dwg SHEET
SCALE AS NOTED C-03
C
19
0
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015 95% SUBMITTAL
- 03/2015 90% SUBMITTAL
- 06/2014 75% SUBMITTAL
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
F -y
C
C
TOWN OF CARY
1 1 WATER R
TRANSMISSION
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WT -1 194
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HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
OUPE, WIDTH VARIES.
300
p 290
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STA 20+00 TO STA 30+00
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SCALE AS NOTED C-03
C
19
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APEX, INC 27523
45 MORRIS ROAD
PITTSBORO, NC 27312
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, INC 28202-2075
704.338.6700
30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00
PROJECT MANAGER M. SHULTZ, PE
34+50 35+00 35+50
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
36+00 36+50 37+00 37+50 38+00
P -y
G
00
C
TOWN OF CARY
RAW WATERTRANSMISSION
�.PARALLEL PIPELINE
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40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
mi
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 ONE 20' TRAVEL LANE OUT OF THE FIRE
STATION MUST BE MAINTAINED AT ALL
TIMES. COORDINATE WORK WITH FIRE
STATION STAFF.
O UPE, WIDTH VARIES.
OINSTALL GRAVEL BACKFILL WITHIN LIMITS
OF PAVEMENT.
�4 REPAIR OR REPLACE HEADWALL AND PIPING
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DETENTION POND WITHIN THE UPE.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 30+00 TO STA 38+50
0 1" 2" FILENAME OOC-04.dwg SHEET
SCALE AS NOTED C-04
FBI
C
19
0
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015 95% SUBMITTAL
- 03/2015 90% SUBMITTAL
- 06/2014 75% SUBMITTAL
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT NUMBER
00234-191838-018
34+50 35+00 35+50
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
36+00 36+50 37+00 37+50 38+00
P -y
G
00
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Ld
Ld
0
0 280
a
z
Z 270
O
U
CE
O
LL_
1 260
O
00
250
F-
0
Ld
z
J 240
2
U
Q
230
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
mi
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 ONE 20' TRAVEL LANE OUT OF THE FIRE
STATION MUST BE MAINTAINED AT ALL
TIMES. COORDINATE WORK WITH FIRE
STATION STAFF.
O UPE, WIDTH VARIES.
OINSTALL GRAVEL BACKFILL WITHIN LIMITS
OF PAVEMENT.
�4 REPAIR OR REPLACE HEADWALL AND PIPING
TO ORIGINAL OR BETTER CONDITION.
REMOVE LANDSCAPING NEAR THE
DETENTION POND WITHIN THE UPE.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 30+00 TO STA 38+50
0 1" 2" FILENAME OOC-04.dwg SHEET
SCALE AS NOTED C-04
FBI
C
19
0

1 2 3 14 5 6 7
CHS --OHF --- - -
OHE OHE --- OHE_ --- OH RAW
OHE OHE _ _ I
--- - ��
42 RAW WATER
TRANSMISSION MAIN RAW —
I - - RAW RAW RAW - RAW RAW
W RAW — - RAW RAW RAW RAW RAW RAW U.S. HIGHWAY 64
I-- VARIABLE WIDTH PUBLIC R/W
0
N.C.D.O.T.
PROJECT NO. 8.T520904 AND 8.T520905 O
D.B. 620, PG. 190, D.B. 621, PG. 596, O
LT FENCE D.B. 628, PG. 1059, D.B. 628, PG. 1063, I 1
0 150 LF OF SI
j l SEE DETAIL 04000.01/C-40 LTFE US HIGHWAY 64 (WESTBOUND LANES) D.B. 663, PG. 753, D.B. 673, PG. 602,
D.B. 674, PG. 1063, AND D.B. 690 PG. I-
U
49
M. SHULTZ, PE
P.B. 2006, PG.
415
PROPERTY LINE _
10
P.I.N.: 9792-92-0860
W
J. POWERS
U.S. HIGHWAY 64
RIM:
IM-
277.34'
WHITE LANE STRIPING
NCDOT RIGHT-OF-WAY
W
=
TELEPHONE PEDESTAL
= 42" VALVE
o STA 39+51
INV
INV
IN: 274.09'
OUT: 273.97'
EDGE OF PAVEMENT
O4' WOVEN
ISSUE DATE DESCRIPTION
PROJECT NUMBER
N 723142
16"
PLUG VALVE
30" RAW WATER
WIRE FENCE-
WI
30" BUTTERFLY VALVE
E 1998565
TRANSMISSION MAIN
OW
O
10
� 30"
PLUG VALVE
(n
30 PLUG VALVE
c0 W0
+ J d1
Z
— 0'
0' -D
>
00 Z
AIR
�4' WOVEN O US HIGHWAY 64
(EASTBOUND LANES)
00Q�
* N
TH-8
RELEASE
�
W
CO Q>
zQ
Q Q
MANHOLE
LLI DO
zI -- _-280
-
- RW—R�f- - - _ RAW — _ — — 'RAW 1�A — — 4AW �2t ... —RAW L — HV7 _ _RgVL
Z LLJ Z� R�sF —s� AW — _18"-RC_P_ -- _ —�� \ /_ I ---r -
00 W
W
SIGNAL BOX =
V)
IF AIR RELEASE SIGNAL BOX --x W
MANHOLE I�
B-9 �,iF (DO NOT DISTURB) r IZ
TH-9 WATTLE, TYP O
SEE DETAIL 1/C-42 Q
Z
_ -----_ IF--
= U / M F / - - _ - - - - R W_ — - _ � \ 48+00 O
fU- i K/` - - p� IP - I1 i — — -Z7_-
\ \ \ / 44+'OG�- , - 45+'00 I -�PE - I 4UPE00 - - PE - -\ SPE -\UPE - \� - \PE - - - U\ - - UPE - - L�UPE2 / 1 I i \\ 43+00 - -�UPE UPE - -UPE - - U E - T \ \
� LL E ( O O G i �1 = 1 B \ 2,5 \ �'"� \ — UPE1\—\—�IP�� — — UPE /— UP - \ �P� \ \ \ \ — _ �F= TCI
u \ -� )� e V — — — \ \ \ \ g — — — �ETZ,ESE--7G`- �� �' `� -T \ \ \ \ JIO
it p / ' ----,+~IP 0 i �---F�E�'-7CE E— �� \ \ \ \ \ \ \ O
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Q
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280 ZO
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LO
00
260 n
W
W
250 Z
J
U
Q
240
c�i 0 �
42"_12-a-/2° \RJ\FTN6. /
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ING /5j.y`w %1�2312�3�
1�A' / / / v ---UP - - UPEL - �� , �E,1998`7,q8 \
N 723175 / / /
E 1998511 \T _ -1'C WATER 42" 22-1/2' RJ FITTING
METER 7 8 STA 40+86
42" 22-1/2' I Q PRESSURE VAULT N 723102
42"x16" RJ TEE SILT FENCE OUTLET
RJ FITTING , REDUCING VAULT E 1998690
STA 39+25 STA 39+98 a WITH 10" BYPASS LII` 7 8 SEE DETAIL 04000.23/C-41
N 723155 N 723115
E 1998542 E 1998603 16" RAW WATER
42" VALVE TRANSMISSION MAI (EKD
10 NORTH CHATHAM VOLUNT�E —CHATHAM COUNTY
STA 39+34 FIRE DEPARTMENT, INC.
N 723149 D.B. 855, PG. 953 ► D.B. 631 , PG. 605
E 1998548 P.B. 2002, PG. 452 2A 7 g P.B. 93, PG. 431
P.I.N.: 9792-81 -7975
42"x30 TEE P.I.N.: 9792-82-4881 290 BEAVER CREEK ROAD
10214 U.S. HIGHWAY 64 E S 6.. trrLUENT
STA 39+42 APEX, IG 27523 FORCE MAIN APEX, NC 27523
N 723146 O BILLING ADDRESS: � BILLING ADDRESS:
E 1998556 PROPERTY LINE PO BOX 608
45 MORRIS ROAD PITTSBORO, NC 27312
PITTSBORO, NC 27312 ►
w
o_
0
N
\ \ NWOOD_Sr�' \ \ \ 4CDOTI RIGHTS OF -WAY a
\ \ \ \ \ I +
Lij CHECK DAM 1
SEE DETAIL EASEMENT IS LIMITS PROVIDE 42" RAW WATER 11�
04000.06/C-40 OF DISTURBANCE TRANSMISSION MAIN AIR VALVE VAULT
;n O STA 48+64
1,070 LF OF SILT FENCE N 723030 z
JOEL L. WILLIAMS E 1999458
SEE DETAIL 04000.01/C-40
J
D. B. 1292, PG.
49
M. SHULTZ, PE
P.B. 2006, PG.
415
PROPERTY LINE _
10
P.I.N.: 9792-92-0860
DRAWN BY
J. POWERS
U.S. HIGHWAY 64
EAST
IIQ
APEX, NC 27523 ,Im
BILLING ADDRESS:
1306 WALNUT STREET
CARY, NC 27511-4733
C�
z_
DESIGN ENGINEER
M. SHULTZ, PE
OUPE,
CHECKED BY
D. McPHERSON, PE
O2
DRAWN BY
J. POWERS
- 07/2015 95% SUBMITTAL
THIS AREA.
WORKS
- 03/2015 90% SUBMITTAL
TCE, WIDTH
J
- 06/2014 75% SUBMITTAL
AIR VALVE VAULT
REPAIR
- 04/2014 50% SUBMITTAL
CONDITION IF DISTURBED.
ISSUE DATE DESCRIPTION
PROJECT NUMBER
00234-191838-018
E1998492
BOXES.
W
0 Ld W W
W
c0 W0
+ J d1
Z
— 0'
0' -D
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•
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6' FM
O•
� O Q 16" RAW
WATER
42" RAW WATER TRANSMISSION MAIN
ALL PIPE S HALL B E
INSTALLED ON A
NEGATIVE SLOPE
ALL PIPE SHALL BE INSTALLED ON A POSITIVE SLOPE
ALL PIPE
SHALL BE,
SLOPE
INSTALLED
ON A POS
TIVE SLOPE
ALL
PIPE SHALL
BE INSTALLED
ON A,
NEGATIVE
39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00
PROJECT MANAGER M. SHULTZ, PE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
y
I
oo i
C
TOWN OF CARY
1 RAW
WATERTRANSMISSION
PARALLEL --
WT-1 194
�.
NORTH CAROLINA
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY
DESIGN ENGINEER
M. SHULTZ, PE
OUPE,
CHECKED BY
D. McPHERSON, PE
O2
DRAWN BY
J. POWERS
- 07/2015 95% SUBMITTAL
THIS AREA.
WORKS
- 03/2015 90% SUBMITTAL
TCE, WIDTH
VARIES.
- 06/2014 75% SUBMITTAL
AIR VALVE VAULT
REPAIR
- 04/2014 50% SUBMITTAL
CONDITION IF DISTURBED.
ISSUE DATE DESCRIPTION
PROJECT NUMBER
00234-191838-018
44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
y
I
oo i
C
TOWN OF CARY
1 RAW
WATERTRANSMISSION
PARALLEL --
WT-1 194
�.
NORTH CAROLINA
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY
NOTES:
OCHECK
OUPE,
WIDTH
VARIES.
O2
SEE DETAIL
2/C-35 FOR ENLARGEMENT OF
OWNER: CHATHAM COUNTY PUBLIC
THIS AREA.
WORKS
O3
TCE, WIDTH
VARIES.
O
AIR VALVE VAULT
REPAIR
STA 38+68
CONDITION IF DISTURBED.
N 723178
INSTALL
LOCATOR POST AT ALL VALVE
E1998492
BOXES.
O APPROXIMATE LIMITS OF EFFLUENT WATER
0
U
W
W
2 300
U)
W
ZO 290
Q
Z
ZO 280
U
of
0
I 270
O
O
260
0
z
U
J 250
Q
0 310
240
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 38+50 TO STA 49+00
0 1" 2" FILENAME OOC-05.dwg SHEET
SCALE AS NOTED C-05
C
19
0
APPLICATION AREA.
OCHECK
DAM (TYP.)
SEE DETAIL 04000.06/C-40
OUTILITY
OWNER: CHATHAM COUNTY PUBLIC
WORKS
AND UTILITIES.
O8
DO NOT
DISTURB
O9
REPAIR
FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
10
INSTALL
LOCATOR POST AT ALL VALVE
BOXES.
240
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 38+50 TO STA 49+00
0 1" 2" FILENAME OOC-05.dwg SHEET
SCALE AS NOTED C-05
C
19
0

1
-RAW-
F
nHF _ _ 0 H E
RAV -RAW - RAW RAW
SIGNAL PO
7 42" RAW WATER
TRANSMISSION MAIN
TEMPORARY FABRIC DROP
INLET PROTECTION
SEE DETAIL 1/C-41
4' WOVEN
-WIRE FENCE(D
3
115010
OHE
NAW
SIGNAL P
0IN-Gip)VAOAD (S. 008
60' PUBLIC R/W
N. C. D. 0. T:\ RIGHT OF WAY M P
�CT NO. 8.T520904 AND 8.T 209 5
o
o I
z
r�
M
RAW -
W
5
'---OHE -g}- L
RAW
-OHE
RAW
6
RAW -------
HE 24" RCP OHE
INV OUT: 260.27'
OHE -
W
7
OHE
W-
W W W W W W W-
»
8 WATERLINE
17,
U.S. HIGHWAY 64
DROP INLET
U
RIM: 289.67'
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
76.8
75% SUBMITTAL
-
VARIABLE WIDTH PUBLIC
'INV OUT: 276.82'
US HIGHWAY
W
O
N.C.D.O.T. RIGHT OF WAY
r NCDOT RIGHT-OF-WAY
W
W
HECK DAM, TYP
UO
8.T520905
SEE DETAIL
FABRIC w
1
U
04000.06/C-40
40 80
Z
01
620, PG. 190, D.B. 621,
0II
001
DROP INLET
PROTECTION =
-
:D
AIV OUT: 289:63'- - - -
z
628, PG. 1059, D.B. 628,
- ---
SEE DETAIL
TEMPORARY FABRIC DROP
INLET PROTECTION
SEE DETAIL 1/C-41
4' WOVEN
-WIRE FENCE(D
3
115010
OHE
NAW
SIGNAL P
0IN-Gip)VAOAD (S. 008
60' PUBLIC R/W
N. C. D. 0. T:\ RIGHT OF WAY M P
�CT NO. 8.T520904 AND 8.T 209 5
o
o I
z
r�
M
RAW -
W
5
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RAW
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6
RAW -------
HE 24" RCP OHE
INV OUT: 260.27'
OHE -
W
7
OHE
W-
W W W W W W W-
»
8 WATERLINE
17,
I 30" RAW WATER II DROP INLET 42" 11-1/4° W GENERAL NOTES:
TRANSMISSION MAINRJ FITTING UO
RIM: 281.26'STA 59+34 1. SITE SURVEY WAS PERFORMED BY WITHERS
= INV IN: 264.46' N 722867 Z AND RAVENEL DURING THE WINTER OF
o NCDOT RIGHT-OF-WAY INV OUT: 264.46' _
\EASE MANH LE m US HIGHWAY 64 (EASTBOUND LANES) GAS B-11 II o E 2000507 O 2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
MUNI IORINU 6 7 BLOWOFF _ � Q
0 15 RCP OO___STATION I z SYSTEM (NAD83 FEET). POINTS HAVE NOT
INV OUT: 2 9.08' �g _ _ WELLS / �N— - - _ Z BEEN REDUCED TO GRID COORDINATES.
TH-11 I _ _ _EE_Q€ - _�
\ TH-10 - - \ � � ' ---_ - � � � � - �_- r _ _ - - D - Z COORDINATE ELEVATION DATUM IS NGVD29.
---- -- - - _ _ _
�- , - AW I RAW J/ -� �W i GRAVEL ARTA -� - - PAGEMENT — - � -=2so- - _ _`_- =�- O
S LE P I 1 � \ RAW - - UKEY NOTES:
-- - - -- --- --- -- -- I AW --
Z — - a _ _ — — —2so _ _ - w �> - - - - — — °:-m/ vv .. - - / - +
O — R - -PIA- - - - - - _ _ -RLW _ OHE o - R/W - - - 4 SF 9 1 _ 59 p O UPE, WIDTH VARIES. DO NOT DISTURB
U TAW- — _ ��RIPRAP_ - - - o - -r-�,���4 1 ' pP i
-� T_-- 1 56 00 (- - - I ( - 4 WgVEN i VENT PIP W ASPHALT. DRIVEWAYS AND PARKING AREAS
- - B-10 = , * 55+0 - - 57 I GVd
V4Q� 0p„ - _ _ i RIP_RAP _ _ r� , c� - - - - - +00'� N �/VIR FENG'� I SHALL REMAIN OPEN AT ALL TIMES.
Q (L =290`���$ - �� W '�i,✓ �. 5 0\\�'�, r--54+00 --- __— -- --;L--'-..� i - _ I .�o�
-0 /
U- 0� I - _ — — - - - -_ - _ _ - - = - - - - - -U - - -UPE - - - �pE` RA` --J / `E O O2 INSTALL STEEL CASING PIPE USING
_ - - - UPE ��'�
Up _ o --_ -. — ------ \ - - _--UPE--- PE --UPE ��,,��VPE o �� 2gS DS IN
1 UPE- N I
_ _ -_ TRENCHLESS CONSTRUCTION METHODS
_ ___ ___________ � ` � � � � $ $ $ � ,,� - -UPE+ _ N �> �T� �� + ACCORDANCE WITH THE CONTRACT
O —sF -UPE UPE_ 1 ��„�� n� ` — F E� �� PIIS / I P�� PSS I—� SCE \� UPE - _� _ _ SUPE �tC� �� SPECIFICATIONS.
iZ`E _ = 0P -� n- TC ULO
O – – _ A� / I 3 � TCE -
E1` -I ii SF — - -�- P �NI�N
o oi TCE O� 3 TEMPORARY CONSTRUCTION EASEMENT.
+f 42" 11-1/4° O3 ! U A: (DO NOT DISTUR SIGN�� __ _ \ i I ,> TC TCE O EASEMENT IS LIMITS OF CONSTRUCTION.
51 1 LF OF SILT FENCE U "s� j N, TYP LPRJ FITTIN4° TCE .�
RJ FITTING - \ W EASEMENT IS LIMITS VO
STA 49+63 00 �` METER o 42" 22-1/2* OF DISTURBANCE O4 20'x40' BORE PIT.
8 42" 1 1 -1 4° `-I SEE DETAIL 04000.01 /C-40 rn BUILDING I STA 56+40 RJ FITTING W
Q N 723015 / PERMANENT DRAINAGE
/ BUILDING N STEOLF OF EL CASING PIPE E 2000221 J 5 WATTLE (TYP.)
RJ FITTING N EASEMENT I
E 1999555 42 1 1 -1 4° � � N 722902 A +
STA 50+80 D.B. 663 PG. 753 O
RISER RJ FITTING 10'x10' � O � �' I I N 722857 = SEE DETAIL 1 C-42
W N 722978 \\ Q o' PROVIDE 42 RAW WATER 6 E 2000356 /
STA 52+20 BORE PIT i O z i N.C.D.O.T. RIGHT OF WAY MAP U
RIM: 291.60� �
Z E 1999666 N 722961 42" 11-1/4- Q p mi TRANSMISSION MAIN PROJECT NO. 8.T520904 AND JUANITA W. CLEGG
INV OUT: 286.47' \� '� Z BUI NG o- Q O6 DO NOT DISTURB MONITORING WELLS.
J RJ FITTING 16 NATERL►NE 8.T520905
PERMANENT DRAINAGE E 1999805 � \ Q VOSSIE LEE NORTON � D.B. K -G, PG. 593 I � CONTRACTOR SHALL REPAIR ANY DAMAGES.
U EASEMENT O STA 52+59 6" FORCE MAIN �I o D.B. 1769 PG. 322 P. B. 2005, PG. 386
N 722949 v o I
P.I.N.: 0702-02-7398 O LOCATION OF PREVIOUS UNDERGROUND GAS
I- D.B. 628, PG. 1065 �l � ;, � rn D.B. 429, PG. 307
Q N.C.D.O.T. RIGHT OF WAY MAP BUILDING 1999842 � m = o O D.B. 655 PG. 502 BEAVER CREEK ROAD
g APEX NURSERIES, INC. \\ � c3 �v STORAGE TANKS. TANKS WERE REMOVED
PROJECT N0. 8.T520904 AND W CANOPIES CJ CL - P.B. 2014, PG. 198 APEX, NC 27502 AND AREA BACKFILLED WITH SOIL AND
8.T520905 D.B. 1617, PG. 641 COP.B. 95, PG. 43 PROPERTY LINE, TYP GRAVEL.
P.B. 95, PG. 263 \\ i � � o � BILLING ADDRESS:
P.I.N.: 9792-92-6875 I P.I.N.: 0702-02-0765 104 COLCHIS COURT
10544 U.S. HIGHWAY 64 EAST \ o z PROPERTY PIN, TYP O8 DO NOT DISTURB.
10580 U.S. HIGHWAY 64 EAST CARY, NC 27513-5723
APEX, NC 27523 lg v APEX, NC 27502
BILLING ADDRESS: \ Z W BILLING ADDRESS:
2925 NC HIGHWAY 751 193 JOHN HORTON ROAD BF 9 CONDITIONIFENCE
IFEDISTURBED. BACK
ORIGINAL
I APEX, NC 22750-25562 i c� - - -APEX, NC 27502 - - - - - - - - - - - - - - - SF
310 V7
O
I
U
W
300 =
UO
W
W
U)
290 �
a
z
280 Z
O
U
IY
O
L�
270 1
O
O
O
260
H
U)
W
250 Z
J
2
U
a
240
49+50
50+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00
PROJECT MANAGER M. SHULTZ, PE
U.S. HIGHWAY 64
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
VARIABLE WIDTH PUBLIC
R/W
US HIGHWAY
64 (WESTBOUND LANES)
O
N.C.D.O.T. RIGHT OF WAY
MAP
PROJECT N0. 8.T520904 AND
8.T520905
TEMPORARY
FABRIC w
1
U
40 0
40 80
D.B.
620, PG. 190, D.B. 621,
PG. 596,
DROP INLET
PROTECTION =
D.B.
628, PG. 1059, D.B. 628,
PG. 1063,
SEE DETAIL
1/C-41 o
HORIZONTAL SCALE
IN FEET
D.B.
663, PG. 753, D.B. 673,
PG. 602,
NII
r
10 0
10 20
D.B.
674, PG. 1063, AND D.B.
690, PG.
WHI AIR RELEASE
VERTICAL SCALE IN
==q iiiiii
FEET
STRIPING MANHOLE
I
I 30" RAW WATER II DROP INLET 42" 11-1/4° W GENERAL NOTES:
TRANSMISSION MAINRJ FITTING UO
RIM: 281.26'STA 59+34 1. SITE SURVEY WAS PERFORMED BY WITHERS
= INV IN: 264.46' N 722867 Z AND RAVENEL DURING THE WINTER OF
o NCDOT RIGHT-OF-WAY INV OUT: 264.46' _
\EASE MANH LE m US HIGHWAY 64 (EASTBOUND LANES) GAS B-11 II o E 2000507 O 2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
MUNI IORINU 6 7 BLOWOFF _ � Q
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E 1999555 42 1 1 -1 4° � � N 722902 A +
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N 722949 v o I
P.I.N.: 0702-02-7398 O LOCATION OF PREVIOUS UNDERGROUND GAS
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g APEX NURSERIES, INC. \\ � c3 �v STORAGE TANKS. TANKS WERE REMOVED
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10544 U.S. HIGHWAY 64 EAST \ o z PROPERTY PIN, TYP O8 DO NOT DISTURB.
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440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
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PROJECT NUMBER 00234-191838-018
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- 04/2014
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ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
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NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50
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50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
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of the Carolinas
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440 S. Church St., Suite 1000
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704.338.6700
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
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Q
290
270
260
250
240
230
220
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
ii
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O UPE, WIDTH VARIES.
O AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O3 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 70+00 TO STA 80+00
0 1" Z, FILENAME OOC-08.dwg SHEET
SCALE AS NOTED C-08
FBI
C
IV
0
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER --TRANSMISSION
PARALLEL PIPELINE
L#IrifH€i � � o
r` 194
TOWN OF CARY
NORTH CAROLINA
O
O
I
U
Lv
2
U)
Lv
Lv
N
Z
O
Q
Z
H
Z
O
U
O
L-
I
0
0
0
00
ta-
V)
Lv
Z
J
U
Q
290
270
260
250
240
230
220
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
ii
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O UPE, WIDTH VARIES.
O AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O3 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 70+00 TO STA 80+00
0 1" Z, FILENAME OOC-08.dwg SHEET
SCALE AS NOTED C-08
FBI
C
IV
0

1
RAW
.LW
F
3
IL
--- ---------R/W �P -- - --
--- ---
W W W--
W RAW RAW RA
U.S. HIGHWAY 64 42" RAW WATER
VARIABLE WIDTH PUBLIC R/W TR,r,K-41 "h^' °^^'^.'
PRO ECT NO 8 T520 04 ND 8 T520 05
M
5
W
-- ---- -- \N W
W RAW -------------
RAW
— RAW
8" WATERLINE
I- RIM: 263.35' 36" RC. P
W INV IN(SOUTH)=256.05' —_ —
= INV IN(EAST)=256.10' = — O4' WOVEN
U)I INV OUT: 256.00' NCDOT RIGHT-OF-WAY WIRE FENCE
182 LF OF SILT FENCE
Ld
Ld
U)
Z
O
D.B. 620, PG.
190, D.B. 621, PG. 596,
HIGHWAY 64 (WESTBOUND LANES)
o I
BILLING ADDRESS:
95 ROYCE
ZI
- _
3 HES WALL
90% SUBMITTAL
- 06/2014
US
Z,CRAW
D.B.
628,
PG.
1059,
D.B.
628,
PG.
1063,
11 I
D.B.
663,
PG.
753,
D.B.
673,
PG.
602,
UI
nono inti CT D.B.
674,
PG.
1063,
AND
D.B.
690
PG. 535 LF
I- RIM: 263.35' 36" RC. P
W INV IN(SOUTH)=256.05' —_ —
= INV IN(EAST)=256.10' = — O4' WOVEN
U)I INV OUT: 256.00' NCDOT RIGHT-OF-WAY WIRE FENCE
182 LF OF SILT FENCE
Ld
Ld
U)
Z
O
SEE DETAIL
04000.01/C-40
36" RCP
INV: 260.42'
NC 27523
BILLING ADDRESS:
95 ROYCE
ZI
- _
3 HES WALL
90% SUBMITTAL
- 06/2014
-
Z,CRAW
50% SUBMITTAL
ISSUE DATE
Q
COORDINATING ALL WORK AND SCHEDULING.
(BLANKET EASEQEN�� +a0� \�
700 �D -&38; 4P -G. 824
n
LSI----�
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
UPE — — — UPE —--�UPE
SUPE 7 �
\
p
SN
TCE.
�n
+ -
— TCE `— — TCE — TC TCE
01
O
RESTORE RIPRAP AREA BACK TO ORIGINAL
CONDITION AT NO ADDITIONAL COST.
QI
THOMAS R. MANYIK AND
REPAIR FENCE BACK TO ORIGINAL
(—
WIFE, JULIA W. MANYIK01
w
v
D.B. 320, PG. 85
~
Ld P.I.N.: 0702-22-3205 8 T520905 JV T ^ vv I
Z U.S. HIGHWAY 64 EAST
J I APEX, NC 27502 L --GRAVEL & RIP RAP I
2 BILLING ADDRESS: FILTER BERM BASIN
C913 GRIFFIS STREET SEE DETAIL 04000.04/C-40 I
<I CARY, NC 27511
300 p
I
U
L
Lv
290 =
Lv
Lv
Cn
280 Z
O
Q
Z
H
270 ZZ
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ry
O
L�
260
O
O
+
O
250 OC)
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Z
240 ,J
U
F-
230 230
TCE
-
—TCE
— —TCE
i
i
w
U
138 LF OF SILT FENCE
SEE DETAIL 04000.01/C-40
Tut
—TCE
VINYL FENCE
i (DO NOT DISTURB)
PROVIDE 42" RAW WATER
TRANSMISSION MAIN 8O
ROYCE WEBSTER
EASEMENT IS LIMITS D.B. 357, PG. 495
OF DISTURBANCE P I N • 0702-32-2221
95 ROYCE
WEBSTER DRIVE
APEX,
NC 27523
BILLING ADDRESS:
95 ROYCE
WEBSTER DRIVE
APEX,
NC 27523
7
RAW 1
O'\
a8�T13PE
.UPE `
\ \ \ C
�lUPx'24" RCP
INV: 278.82' O
` ELECTRIC FENCE O2
PERMANENT DRAINAGE JTi
EASEMENT
` D.B. 690, PG. 900
` I
\ `\ N.C.D.O.T. RIGHT OF WAY MAP
PROJECT NO. 8.T520904 AND
83520905
\ 03
\w�
\
I � \
�O\
� Z \
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80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 85+00
PROJECT MANAGER M. SHULTZ, PE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, INC 28202-2075
704.338.6700
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
85+50 86+00 86+50
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
87+00 87+50
y N
88+00 88+50 89+00
89+50
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY
NOTES:
O1
AS NECESSARY, POWER POLE SHALL BE
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
85+50 86+00 86+50
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
87+00 87+50
y N
88+00 88+50 89+00
89+50
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
O 300
I
~U
W
Ld
= 290
Cn
Ld
Ld
Cn
ZO 280
Q
Z
H
O 270
U
O
LL -
1
i1 260
O
O
+
O
O 250
Ld
Z
J 240
S
U
Q
230
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 80+00 TO STA 90+00
0 1" Z, FILENAME OOC-09.dwg
SCALE AS NOTED
SHEET
C-09
FBI
C
IV
0
KEY
NOTES:
O1
AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
n
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
=
�rn
OREMOVE
FENCE WITHIN LIMITS OF UPE AND
TCE.
�n
O3
DO NOT DISTURB HEADWALL.
Ip
O
RESTORE RIPRAP AREA BACK TO ORIGINAL
CONDITION AT NO ADDITIONAL COST.
O
REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
O 300
I
~U
W
Ld
= 290
Cn
Ld
Ld
Cn
ZO 280
Q
Z
H
O 270
U
O
LL -
1
i1 260
O
O
+
O
O 250
Ld
Z
J 240
S
U
Q
230
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 80+00 TO STA 90+00
0 1" Z, FILENAME OOC-09.dwg
SCALE AS NOTED
SHEET
C-09
FBI
C
IV
0

330 O
O
U
W
320 =
U)
W
W
U)
310 0
Q
Z
H
300 Z
O
U
ry
O
L�
290
O
O
O
280 O
N
W
270 Z
J
U
Q
260
1 I 2 I 3 I 4 I 5 I 6
--- R/W -- � -- R/W
---R/W---- Fp --- R/W -- --- --- - - -
W W RAW RAW - - - - - - W
RAW W RAW RAW RAW W
RAW RAW W
= 42" RAW WATER RAW Q
I - W _ W _ TRANSMISSION MAIN RAW = � F RAW I
8" WATERLINE W W W W W W W
pI VARIABLE WIDTH PUBLIC R/W �
US HIGHWAY 64 (WESTBOUND LANES) N.C.D.O.T. RIGHT OF WAY MAP
U PROJECT NO. 8.T520904 AND 8.T520905
DROP INLET D.B. 620, PG. 190, D.B. 621, PG. 596,
RIM: 300.59' D.B. 628, PG. 1059, D.B. 628, PG. 1063, U
LLLJI Ly -EDGE OF PAVEMENT INV IN: 296.57' D.B.
672 LF OF SILT FENCE o INV OUT: 295.95' D.B. 674, PG. 1063, AND D.B. 690, PG. _
Lj-
�
� SEE DETAIL 04000.01/C-40 3 NCDOT RIGHT-OF-WAY 900 W
L 4' WOVEN 30" RAW WATER TEMPORARY FABRIC DROP
LU WIRE FENCI TRANSMISSION MAIN INLET PROTECTION
SEE DETAIL 1/C-41 W
WHITE LANE, INCL, US HIGHWAY 64 (EASTBOUND LANES) SIR RELEASE 615 LF OF SILT FENCE W
STRIPING \\ RIM: 301.43' SEE DETAIL 04000.01 /C-40
MANHOLE Z
� Ct
jB-18 M� - �c� INV OUT: 297IC).74' 305 (DO NOT DISTURB) ti I O
TH-18
_ B -19_—
I- _ -- --_ - -___-------- __ - - - --
Z - ---�-- ---_ — _---------- -------------- ---- — ---
���-------- Z
f:i__�RAW— — _ _ _ /�—------ —305=-— �_____---„= 9-- ___ -_-_ —3o--��a �� Z
-- - -------- _ —
r
/ I I �/ 305
E -A4 EI�LT �
O ------ -- �- --I -- 91 +00 / - - - — _ _ _ _ Q , -6HE 0 E OHE r- /�nC S`s —HE �F�HE%s U
- -----__-_ `___�__ -- / / 92+U9' / / -n — 93+00 30` CP&L EASEMENT \ // PP `Q�y J / /�.B. 445, k 689
I I I — D.B. 645, PG. 689 \ I / —FIELD- LLIA
e0 -
UPE / / / 1 98+00 �9+0�0 / / /100
UPE - - _ UPE UPE / soh // / / W - - \ / l - f i %� Li
O - I //- / E _7/7 UP fF - PE UPE - - -UPE - - UPE - p � % \ - J i /O� Q ` \ - UPE - E r UPE - -UPI
,
Q� UPE-- E ---UP UPE--
p' o I / o ' , ��/ 'CC TCS — TCS ` —TCE — T /�� `„` '� t / 1 / / - �r7C1�= TCE =SF —TCErF �TE�= TCEI O
I I I I O)l/ / \ , I
1 ,, AIR VALVE VAULT % +
Q / l / '7aF 11 l / ,> \ /w ii ��F - s` ��; L"I :m / / Qk. STA 97+30 / / / / O
WOODS PROVIDE 42 RAW WATER x _ / / i
w - -% (D/ N 722588 / / i O
cn ' `� TRANSMISSION MAIN \ �'� OG.o O !� / E 2004189
PROPERTY LINE, TYP 1 F ��\` �lp�-$F-- UEE15 �, - -WOODS-
EASEMENT EASEMENT IS LIMITS 42" 45° _' �pF �� �/ x�� Q� EASEMENT IS LIMITS H
m m OF DISTURBANCE RJ FITTING �G `� �O- -FIELD m
= STA 94+13 p G.oF // mss. N OF DISTURBANCE
U SILT FENCE OUTLET, TYP N 722543 ,�G�' F 42" 45° RJ FITTING W
f- SEE DETAIL 04000.23/C-41 E 2003946 G� STA 97+19 Z
�I / / O JQ F\ UPE - - -UPE - - -U E / F N 722586 263 LF OF SILT FENCE J
COLIN MACNAIR, JR. AND E 2004179 SEE DETAIL 04000.01/C-40 =
Og ROYCE WEBSTER "� � �' U
D.B. 357, PG. 495 WIFE, BRIDGET G. MACNAIR 42" 45° TC — —TCE — —TCE — 42" 45° RJ FITTING 0
D.B. 1577, PG. 386 Q
P.I.N.: 0702-32-2221 P.B. 2004, PG. 20 RJ FITTING �
95 ROYCE WEBSTER DRIVE STA 95+29 STA 95+99
APEX, NC 27523 P.I.N.: 0702-41 -1712 N 722476 N 722488
BILLING ADDRESS: U.S. HIGHWAY 64 EAST E 2004040 E 2004109
95 ROYCE WEBSTER DRIVE APEX, NC 27523 I
APEX, NC 27523 BILLING ADDRESS:
2301 RICHARDSON ROAD
APEX, NC 27502
7
90+50 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00 96+50 97+00 97+50 98+00 98+50 99+00 99+50
PROJECT MANAGER M. SHULTZ, PE ------
�
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
RAW WAT E R
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O 55' DISTURBANCE CORRIDOR. LIMITS OF
DISTURBANCE IS NORTHERN MOST UPE
LINE AND SOUTHERN MOST TCE LINE.
O2 AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O3 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
330
U
W
(/) 320
W
W
V)
Z
O 310
Q
Z
F_
Z
O 300
U
O
Ll -
100161
O
O
O
O
280
H
W
Z 270
J
U
260
42" RAW WATER TRANSMISSION MAIN
STA 90+00 TO STA 100+00
0 1" Z, FILENAME OOC-10.dwg
SCALE AS NOTED
SHEET
C-10
FBI
C
IV
0
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 64/2014
550% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
RAW WAT E R
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O 55' DISTURBANCE CORRIDOR. LIMITS OF
DISTURBANCE IS NORTHERN MOST UPE
LINE AND SOUTHERN MOST TCE LINE.
O2 AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O3 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
330
U
W
(/) 320
W
W
V)
Z
O 310
Q
Z
F_
Z
O 300
U
O
Ll -
100161
O
O
O
O
280
H
W
Z 270
J
U
260
42" RAW WATER TRANSMISSION MAIN
STA 90+00 TO STA 100+00
0 1" Z, FILENAME OOC-10.dwg
SCALE AS NOTED
SHEET
C-10
FBI
C
IV
0

1 2 3 4 5 6
i
..R�w IPF RBF b, \ PP
---�� ----R/W---- - -- --- R/W--- - -- - -- --- RAW-
RBF
---- W
W w ----------- — s✓ -
U W _ - w W W
W W W W W W
JOHN HO TON ROAD . R. 1745)
RAW RAW �' °"°� 6 PUBLIC ELIC RAW RAW RAW RAW RAW RAW RAW RAW RAW RAW
W
= N. .D.O.T. RIGHT OF WAY 42" RAW WATER
U) PR CT NO. 8.T520904 AND 8.T520 U.S. HIGHWAY 64 TRANSMISSION MAIN 8" WATERLINE
VARIABLE WI
W WATTLE, TYP oz N.C.D.O.T. RIGHT OF WAY MAP
(n SEE DETAIL 1/C-42 rn PROJECT NO. 8.T520904 AND 8.T520905 DROP INLET
D.B. 620 PG. 190 D.B. 621 PG. 596
241 LF OF SILT FENCE US HIGHWAY 64 (WESTBOUND LANES) RIM: :291.
z0 SEE DETAIL 04000.01/C-40 DROP IINLET D.B. 628, PG. 1059, D.B. 628, PG. 1063, INV IN: 291.92'
/ � 95 LF OF SILT FENCE D.B. 663, PG. 753, D.B. 673, PG. 602, ,
QI `RIM: 300.99' SEE DETAIL D.B. 674, PG. 1063, AND D.B. 690, PG. INV OUT: 291.92
' IN: 295.39 04000.01 /C-4 900 AIR RELEASE
4" CPP \ OUT: 295.19'
z I NCDOT RIGHT-OF-WAY
11-_ F INV OUT: 300.07' 4" CPP
z 18" RCP o 4" CPP TRANSMISSION30" RAW WATMAIN 4 WOVEN
O [-INV OUT: 299.13 WIRE FENCE O7 INV OUT: 296.13' 30"
II� BLOWOFF rn - F I[ r
INV
CHECK DAM, TYP n j 562 LF OF SILT TH-21 11 C
pI SEE DETAIL MAILBOX TH-20 FENCE, SEE DETAIL US HIGHWAY 64 (EASTBOUND LANES)
L� 04000.06/C-40 04000.01 /C-40 -21
I I
— --- B-2 _--- - - T oo— !_
p - R�- - -- _ — _ _ R✓ — ------ -.-- _ —--------- - - - --- _-_- --
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�_ ° S/ �' / D.B. 638, PG. 823 PAv
S
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Q 00/ I I h / 1�+00-=----- � - ,mss 102+ 0 --�-�- - 103+00 �------T 104+00 105+0�--------------------- ---- ------ --- - ------,------ - ---- __-- -
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J 18 GUM N 722717 D.B. 333, PG. 196 D.B. 674, PG. 1063 O5
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N.C.D.O.T. RIGHT OF WAY MAP 22" PINE 42" RAW WATER P.I.N.: 0702-41 -9838
PROJECT N0. 8.T520904 AND PROJECT N0. 8.T520904 AND
8O. 8.T 2 TRANSMISSION MAIN 11492 U.S. HIGHWAY 64 EAST 97520905
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PROJECT MANAGER M. SHULTZ, PE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
I - TRANSMISSION
PARALLEL PIPELINE
11RAW WATER
llrkri+H€ -
WT -1 194
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10 0 10 20
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GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O2 INSTALL 1.0 FT DEEP TEMPORARY
DIVERSION SWALE WITH 1:1 SIDE SLOPES
TO DIVERT CLEAN WATER. LINE WITH NAG
SC150 OR EQUIVALENT. REMOVE
TEMPORARY SWALE AND REPAIR SLOPE
AFTER RAW WATER TRENCH IS BACK
FILLED.
O3 INSTALL 1.5 FOOT DEEP TEMPORARY
DIVERSION SWALE WITH 1:1 SIDE SLOPES.
LINE WITH NAG SC150 OR EQUIVALENT.
AFTER RAW WATER TRENCH IS BACKFILLED
TO GRADE, REINSTALL EXISTING DITCH WITH
RIP RAP LINER TO PREDEVELOPMENT
CONDITIONS
O4 GRAVEL & RIP RAP FILTER
BERM BASIN (TYP.)
SEE DETAIL 04000.04/C-40
O5 INSTALL TEMPORARY DAM AND PARTIALLY
DRAIN POND AS REQUIRED TO INSTALL
PIPE. COORDINATED ALL WORK WITH
PROPERTY OWNER. CONTRACTOR IS
RESPONSIBLE FOR COMPLETING ALL WORK
AND ALL COSTS.
O RESTORE RIPRAP AREA BACK TO ORIGINAL
CONDITION AT NO ADDITIONAL COST.
O7 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 100+00 TO STA 110+00
0 1" 2" FILENAME OOC-11.dwg SHEET
MOM
SCALE AS NOTED C-11
FBI
C
IV
0
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
I - TRANSMISSION
PARALLEL PIPELINE
11RAW WATER
llrkri+H€ -
WT -1 194
TOWN OF CARY
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2
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260
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40 0 40 80
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10 0 10 20
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GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O2 INSTALL 1.0 FT DEEP TEMPORARY
DIVERSION SWALE WITH 1:1 SIDE SLOPES
TO DIVERT CLEAN WATER. LINE WITH NAG
SC150 OR EQUIVALENT. REMOVE
TEMPORARY SWALE AND REPAIR SLOPE
AFTER RAW WATER TRENCH IS BACK
FILLED.
O3 INSTALL 1.5 FOOT DEEP TEMPORARY
DIVERSION SWALE WITH 1:1 SIDE SLOPES.
LINE WITH NAG SC150 OR EQUIVALENT.
AFTER RAW WATER TRENCH IS BACKFILLED
TO GRADE, REINSTALL EXISTING DITCH WITH
RIP RAP LINER TO PREDEVELOPMENT
CONDITIONS
O4 GRAVEL & RIP RAP FILTER
BERM BASIN (TYP.)
SEE DETAIL 04000.04/C-40
O5 INSTALL TEMPORARY DAM AND PARTIALLY
DRAIN POND AS REQUIRED TO INSTALL
PIPE. COORDINATED ALL WORK WITH
PROPERTY OWNER. CONTRACTOR IS
RESPONSIBLE FOR COMPLETING ALL WORK
AND ALL COSTS.
O RESTORE RIPRAP AREA BACK TO ORIGINAL
CONDITION AT NO ADDITIONAL COST.
O7 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 100+00 TO STA 110+00
0 1" 2" FILENAME OOC-11.dwg SHEET
MOM
SCALE AS NOTED C-11
FBI
C
IV
0

1 1 2
--- --- -------R/W - --
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190,
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621,
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PROJECT MANAGER M. SHULTZ, PE ��
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDINGWT-1 194
�lpin RAW WATERTRANSMISSIONPARALLEL PIPELINE1
L�FrifFl€ /
TOWN OF CAR NORTH CAROLINA
M
330
U
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280
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W
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J
S
U
5
►o
260
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O 15" RCP
INV. IN=310.46
INV. OUT=310.14.
O2 RELOCATE LIGHT POLE TO THE BACK SIDE
(SOUTH SIDE) OF THE TICE.
OINSTALL 1.5 FOOT DEEP TEMPORARY
DIVERSION SWALE WITH 1:1 SIDE SLOPES.
LINE WITH NAG SC150 OR EQUIVALENT.
AFTER RAW WATER TRENCH IS BACKFILLED
TO GRADE, REINSTALL EXISTING DITCH WITH
RIP RAP LINER TO PREDEVELOPMENT
CONDITIONS.
O4 INSTALL TEMPORARY FABRIC DROP INLET
PROTECTION. SEE DETAIL 1/C-41
O5 116 LF OF SILT FENCE.
SEE DETAIL 04000.01/C-40
O 114 LF OF SILT FENCE
SEE DETAIL 04000.01/C-40
O7 76 LF OF SILT FENCE
SEE DETAIL 04000.01/C-40
O INSTALL GRAVEL AND RIP RAP FILTER BERM
BASIN (TYP.)
SEE DETAIL 04000.04/C-40
Og SILT FENCE OUTLET (TYP.)
SEE DETAIL 04000.23/C-41
10 THERE SHALL BE NO CONSTRUCTION
ACTIVITY ON THIS PROPERTY BETWEEN
NOVEMBER 15 AND DECEMBER 27.
11 REMOVE SECTION OF ROCK WALL AND
LANDSCAPING WITHIN THE LIMITS OF THE
UPE. DO NOT DISTURB WITHIN LIMITS OF
TICE. MAKE SMOOTH CUT AND DRESS UP
END.
12 LANDSCAPING AND WOOD POSTS TO BE
REMOVED.
13 RESTORE RIPRAP AREA BACK TO ORIGINAL
CONDITION AT NO ADDITIONAL COST.
14 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 110+00 TO STA 120+00
0 1" Z, FILENAME OOC-12.dwg SHEET
SCALE AS NOTED C-12
(7
c
IV
0
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDINGWT-1 194
�lpin RAW WATERTRANSMISSIONPARALLEL PIPELINE1
L�FrifFl€ /
TOWN OF CAR NORTH CAROLINA
M
330
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Z
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Q
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280
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N
W
Z 270
J
S
U
5
►o
260
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O 15" RCP
INV. IN=310.46
INV. OUT=310.14.
O2 RELOCATE LIGHT POLE TO THE BACK SIDE
(SOUTH SIDE) OF THE TICE.
OINSTALL 1.5 FOOT DEEP TEMPORARY
DIVERSION SWALE WITH 1:1 SIDE SLOPES.
LINE WITH NAG SC150 OR EQUIVALENT.
AFTER RAW WATER TRENCH IS BACKFILLED
TO GRADE, REINSTALL EXISTING DITCH WITH
RIP RAP LINER TO PREDEVELOPMENT
CONDITIONS.
O4 INSTALL TEMPORARY FABRIC DROP INLET
PROTECTION. SEE DETAIL 1/C-41
O5 116 LF OF SILT FENCE.
SEE DETAIL 04000.01/C-40
O 114 LF OF SILT FENCE
SEE DETAIL 04000.01/C-40
O7 76 LF OF SILT FENCE
SEE DETAIL 04000.01/C-40
O INSTALL GRAVEL AND RIP RAP FILTER BERM
BASIN (TYP.)
SEE DETAIL 04000.04/C-40
Og SILT FENCE OUTLET (TYP.)
SEE DETAIL 04000.23/C-41
10 THERE SHALL BE NO CONSTRUCTION
ACTIVITY ON THIS PROPERTY BETWEEN
NOVEMBER 15 AND DECEMBER 27.
11 REMOVE SECTION OF ROCK WALL AND
LANDSCAPING WITHIN THE LIMITS OF THE
UPE. DO NOT DISTURB WITHIN LIMITS OF
TICE. MAKE SMOOTH CUT AND DRESS UP
END.
12 LANDSCAPING AND WOOD POSTS TO BE
REMOVED.
13 RESTORE RIPRAP AREA BACK TO ORIGINAL
CONDITION AT NO ADDITIONAL COST.
14 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 110+00 TO STA 120+00
0 1" Z, FILENAME OOC-12.dwg SHEET
SCALE AS NOTED C-12
(7
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PROJECT NO. 8.T520904 AND 8.T520905
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TFKAPORARY
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N 723011 \ ` ` STA 122+93
� � ��n � ELTON A. CHEVALIER AND EASEMENT
E 2006647 \)� 2 `� N 723036 WIFE, EVELYN H. CHEVALIER D.B. 623, PG. 514
E 2006711 D.B. 522, PG. 612 N.C.D.O.T. RIGHT OF WAY MAP
�� / O P.B. 87, PG. 236 PROJECT NO. 8.T520904 AND
\ 16 P.B. 90, PG. 378 8.T520905
Y PIN, TYP \ P.I.N.: 0702-62-9928
-P/L �P IPF - - U.S. HIGHWAY 64 EAST SA BLOW-OFF
TOW 0+40
SPA- - APEX, NC 27502 N 723046
BILLR�S
i _ E 2006858
104 SPRINGBROOK PLACE
GARY NC; 97518
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HARRISON JONES AND
406 LF OF SILT FENCE WIFE, PHYLLIS L. JONES
a D.B. 925, PG. 313
SEE DETAIL 04000.01/C-40 P.I.N.: 0702-72-3648
11942 U.S. HIGHWAY 64 EAST
APEX, NC 27502
BILLING ADDRESS:
94 EAST DEER RUN
APEX, NC 27523-8402
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184 LF OF ILT F N£ _
SEE DETAIL 04000.01/C-4
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SEE DETAIL 04000.06/C-40
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE
COORDINATE
SYSTEM (NAD83 FEET). POINTS
HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM
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BE
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ALL PIPE SHALL BE
INSTALLED
FOR
BLOW-OFF
ON
A NEGATIVE
ON A POSITIVE
SLOPE
ALL
PIPE
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INSTALLED ON
A NEGATIVE SLOPE
ALL PIPE SHALL BE INSTALLED
ON A
POSITIVE SLOPE
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SLOPE
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280
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280
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270
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121+50
122+00
122+50
123+00
123+50
124+00 124+50 125+00 125+50
126+00 126+50 127+00
127+50 128+00 128+50
129+00 129+50
PROJECT MANAGER M. SHULTZ, PE
---------
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED
BY WITHERS
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
RAW WAT E R
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
N
40 0 40
80
HORIZONTAL SCALE IN FEET
10 0 10
20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED
BY WITHERS
AND RAVENEL DURING THE WINTER
OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE
COORDINATE
SYSTEM (NAD83 FEET). POINTS
HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM
IS NGVD29.
KEY NOTES:
O1 APPROXIMATE LIMITS OF SEPTIC DRAIN
FIELD. ANY DISTURBANCE SHALL BE
REPAIRED TO ORIGINAL CONDITIONS.
O AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
( ELTON A. CHEVALIER AND
WIFE, EVELYN H. CHEVALIER
D.B. 522, PG. 612
P.B. 87, PG. 236 15
P.B. 90, PG. 378
P.I.N.: 0702-62-6924
11814 U.S. HIGHWAY 64 EAST
APEX, NC 27502
BILLING ADDRESS:
104 SPRINGBROOK PLACE
CARY, NC 27518
(4 31 LF OF SILT FENCE
SEE DETAIL 04000.01/C-40
O THERE SHALL BE NO CONSTRUCTION
ACTIVITY ON THIS PROPERTY
BETWEEN NOVEMBER 15 AND
DECEMBER 27.
(6 CHRISTMAS TREE SIGN - TO BE REMOVED
AND REPLACED.
O7 REMOVE FENCE WITHIN TCE.
(8 WITHIN AREAS DISTURBED REMOVE BROKEN
ASPHALT FROM SITE. RESTORE WITH A 6"
LAYER OF WELL COMPACTED ABC STONE.
(9 RESTORE RIPRAP AREA BACK TO ORIGINAL
CONDITION AT NO ADDITIONAL COST.
10 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 120+00 TO STA 130+00
0 1" Z, FILENAME OOC-13.dwg
SCALE AS NOTED
SHEET
C-13
FBI
C
IV
0

1
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----R/W---- ---
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RAW
RAW RAW
- 07/2015
N.C.D.O.T.
RIGHT OF
WAY
T—
UI
75% SUBMITTAL
PROJECT
NO. 8.T520904
AND
8.T520905
D.B.
620, PG.
190, D.B.
621,
DROP INLET
W
D.B.
628, PG. 1059, D.B.
RIM: 311.63'
PG.
1063,
D.B.
663, PG.
753, D.B.
673,
PG.
602,
Ld
674, PG.
1063, AND
PERMANENT DRAINAGE
W I
PG.
EASEMENT
N
D.B. 623 PG. 520
EXISTING GRADE
N.C.D.O.T. RIGHT OF WAY MAP
O
PROJECT NO. 8.T520904 AND
I
FIBER OPTIC MARKER
�
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RAW WATER
TH-26
Z i RANSMISSION
MAIN
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oy<" US HIGHWAY 64 8" WATERLINE I L0
/ HERITAGE DR 42" RAW WATER
TRANSMISSION MAIN-/
US HIGHWAY 64 (WESTBOUND LANES
8" WATERLINE 644 LF OF SILT FENCE
SEE DETAIL 04000.01/C-40
U HARRISON JONES AND EASEMENT IS LIMITS
�I L. JONES OF DISTURBANCE
Q D.B. 5, PG. 313 \
�I P.I.N.: 0 02-72-3648 359 LF OF SILT FENCE
1942 U.S. HIGHWAY 64 EAST SEE DETAIL 04000.01/C-40
APE NC 27502
BUI DING BILL NG ADDRESS:
94 PHYLLISAST DEER RUN
APEX, NC 27523-8402
330
UI
W
320 (
L
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Z
310 0
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Z
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290 1
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280
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270
C)I
260
T WOVEN WIRE FENCE
ENTRANCE, TYP
SEE DETAIL
04000.07/C-40
P.B. 89, PG. 32 �b�
P.I.N.: 0702-73-8184
93 EAST DEER RUN
APEX, NC 27502
BILLING ADDRESS:
93 EAST DEER RUN
APEX, NC 27502
667 LF OF SILT FENCE
SEE DETAIL 04000.01/C-40
Ir -
I
DROP INLET U
RIM: 293.82'
INV IN: 289.06' Ld
INV OUT: 288.22" 2
10' CP&L EASEMENT to
FOR UNDERGROUND UTILITIES W
DID NOT FIND A 30' EASEMENT W
O D.B. 633, PG. 590 to
f--4' WOVEN WIRE FENCE V: ZO
.S) V00I Q
(TO BE REMOVED)
~
SF 138100
X _- X / / I I I ( - J / / 1 4 -RIP P `
o / / / / / ) I I I I I I I / / - - - UPE - UPI p
1 — PE >�
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— �- O
_=SL=-Tc>r� = T �j _ — --S EE _
iQ C,P&L EASEMENT / / F�CP�2 / / / � / PERMA NT DRAII '4,6E
FOR UNDERGROUND UTILITfES V 0 /T:/ 28`3.�2� �\ /� EASEMENT
DID NOT FIND A 30' EASEMENT.B. 633, PG. 590 �/ �� /��/ �/ �/ o i �� 100 I // /D. B. 618' PG 75 \ \
°- D�°j
I 1 g I N.C.D.O.T. RIGHT OF WAY MAP
W
EASEMENT IS LIMITS JAMES A. MILLER AND PROJECT NO. 8.T520904 AND I Z
OF DISTURBANCE WIFE, SUSAN M. MILLER 8.T52090520 2
LOT 13 DEER RUN SUBDIVISIO U
PROVIDE 42" RAW WATER D.B. 707, PG. 868 S. MARK SPIVEY
TRANSMISSION MAIN P.B. 89, PG. 32 LOT 12 DEER RUN SUBDIVISION
P.I.N.: 0702-83-1162 D.B. 611, PG. 831
I 65 DOE COURT I P.B. 89, PG. 32
I PROPERTY LINE, TYP APEX, NC 27523 I P.I.N.: 0702-83-3135
BILLING ADDRESS: 81 DOE COURT
65 DOE COURT APEX, NC 27502
APEX, NC 27523 BILLING ADDRESS:
81 DOE COURT
APEX, NC 27502
1 1
VARIABLE
WIDTH
- 07/2015
N.C.D.O.T.
RIGHT OF
WAY
MAP
75% SUBMITTAL
PROJECT
NO. 8.T520904
AND
8.T520905
D.B.
620, PG.
190, D.B.
621,
PG.
596,
D.B.
628, PG. 1059, D.B.
628,
PG.
1063,
D.B.
663, PG.
753, D.B.
673,
PG.
602,
D.B.
674, PG.
1063, AND
D.B.
690,
PG.
P.B. 89, PG. 32 �b�
P.I.N.: 0702-73-8184
93 EAST DEER RUN
APEX, NC 27502
BILLING ADDRESS:
93 EAST DEER RUN
APEX, NC 27502
667 LF OF SILT FENCE
SEE DETAIL 04000.01/C-40
Ir -
I
DROP INLET U
RIM: 293.82'
INV IN: 289.06' Ld
INV OUT: 288.22" 2
10' CP&L EASEMENT to
FOR UNDERGROUND UTILITIES W
DID NOT FIND A 30' EASEMENT W
O D.B. 633, PG. 590 to
f--4' WOVEN WIRE FENCE V: ZO
.S) V00I Q
(TO BE REMOVED)
~
SF 138100
X _- X / / I I I ( - J / / 1 4 -RIP P `
o / / / / / ) I I I I I I I / / - - - UPE - UPI p
1 — PE >�
— — — PE — — —UPE — — -' QJPE 1— 7 UPE/—/L- — Ut¢E {—I PIE i
�WO(�DS-/ �� / / / I I I +
— �- O
_=SL=-Tc>r� = T �j _ — --S EE _
iQ C,P&L EASEMENT / / F�CP�2 / / / � / PERMA NT DRAII '4,6E
FOR UNDERGROUND UTILITfES V 0 /T:/ 28`3.�2� �\ /� EASEMENT
DID NOT FIND A 30' EASEMENT.B. 633, PG. 590 �/ �� /��/ �/ �/ o i �� 100 I // /D. B. 618' PG 75 \ \
°- D�°j
I 1 g I N.C.D.O.T. RIGHT OF WAY MAP
W
EASEMENT IS LIMITS JAMES A. MILLER AND PROJECT NO. 8.T520904 AND I Z
OF DISTURBANCE WIFE, SUSAN M. MILLER 8.T52090520 2
LOT 13 DEER RUN SUBDIVISIO U
PROVIDE 42" RAW WATER D.B. 707, PG. 868 S. MARK SPIVEY
TRANSMISSION MAIN P.B. 89, PG. 32 LOT 12 DEER RUN SUBDIVISION
P.I.N.: 0702-83-1162 D.B. 611, PG. 831
I 65 DOE COURT I P.B. 89, PG. 32
I PROPERTY LINE, TYP APEX, NC 27523 I P.I.N.: 0702-83-3135
BILLING ADDRESS: 81 DOE COURT
65 DOE COURT APEX, NC 27502
APEX, NC 27523 BILLING ADDRESS:
81 DOE COURT
APEX, NC 27502
1 1
130+50 131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+50 135+00
PROJECT MANAGER M. SHULTZ, PE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
- 07/2015
95% SUBMITTAL
- 03/2015
EDGE OF PAVEMENT
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
I
I
�
DEER
(SR
RUN
1985)
MARKER BALL, TYPICAL
EXISTING GRADE
I
\
I
---------------------
------------
------------
o 8" W6,TERLINE
--
•
•
f /
18" RCP
0" RAW WATFR
TRANqWqqinw
WAIN
ALL
PIPE SHALL
BE INSTALLED
ON A NEGATIVE
SLOPE
I
ALL PIPE
SHALL BE
INSTALLED
ON A POSITIVE
SLOPE
130+50 131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+50 135+00
PROJECT MANAGER M. SHULTZ, PE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
135+50 136+00 136+50 137+00 137+50 138+00
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
138+50 139+00 139+50
RAW WATERTRANSMISSIONllrkri+H€ -
PARALLEL PIPELINE
WT -1 194
TOWN OF CARY
NORTH CAROLINA
0
i 330
U
W
320
LdW
U)
Z
0 310
a
z
z
0 300
OO
iO4!Z0
O
O
280
H
U)
W
Z 270
J
U
►r'
260
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O158 LF OF SILT FENCE
SEE DETAIL 04000.01/C-40
OWATTLE (TYP.)
SEE DETAIL 1/C-42
OCHECK DAM
SEE DETAIL 04000.23/C-40
ORESTORE RIPRAP AREA BACK TO ORIGINAL
CONDITION AT NO ADDITIONAL COST.
OREPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 130+00 TO STA 140+00
0 1" 2" FILENAME OOC-14.dwg SHEET
MOM
SCALE AS NOTED C-14
FBI
C
IV
0
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
135+50 136+00 136+50 137+00 137+50 138+00
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
138+50 139+00 139+50
RAW WATERTRANSMISSIONllrkri+H€ -
PARALLEL PIPELINE
WT -1 194
TOWN OF CARY
NORTH CAROLINA
0
i 330
U
W
320
LdW
U)
Z
0 310
a
z
z
0 300
OO
iO4!Z0
O
O
280
H
U)
W
Z 270
J
U
►r'
260
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O158 LF OF SILT FENCE
SEE DETAIL 04000.01/C-40
OWATTLE (TYP.)
SEE DETAIL 1/C-42
OCHECK DAM
SEE DETAIL 04000.23/C-40
ORESTORE RIPRAP AREA BACK TO ORIGINAL
CONDITION AT NO ADDITIONAL COST.
OREPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 130+00 TO STA 140+00
0 1" 2" FILENAME OOC-14.dwg SHEET
MOM
SCALE AS NOTED C-14
FBI
C
IV
0

1
R/W
2
3
RAWRAW
W W RAW
RAW 42" RAW WATER
-� AW
RAW TRANSMISSION MAIN
W W W V�
U.S. HIGHWAY 64
VARIABLE WIDTH PUBLIC R/W
U WAY MAP
M
5
7
----R/W
R/W--- - --
--- -
- RAW - RAW RAW RAW —
W W _ W
—W W
-99 WAT^RLIr
PROJECT NO. 8.T520904 AND 8.T520905 DROP INLET
LI D.B. 620, PG. 190, D.B. 621, PG. 596, RIM: 285.50' US HIGHWAY 64 (WESTBOUND LANES)
Ld D.B. 628, PG. 1059, D.B. 628, PG. 1063, INV IN: 279.55'
= D.B. 663, PG. 753, D.B. 673, PG. 602, INV OUT: 279.35'
W ). 10' CP&L EASEMENT
W 900 FOR UNC
Ld EDGE OF PAVEMENT DID NOT
V I D.B. 63:
Z WATTLE, TYP WHITE LANE STRIPING NCD(
01 SEE DETAIL 1/C-42 O a.' R�,rne�Frti pnt��F FENCE II
30" RAW WATER II0 U
Of
Z TH-28 TRANSMISSION MAIN
B=28 _ _ ---- -_ --- ---
777 _
- iA�
LLL_--- _ _ _ R�%. -r--
X00-� 0 41 +00 - - - 143+00 -
+ I i` I I I I I - r �'F UPE - - - E � A�-' PIE
O - =UPE - - UPE - - - UPE - - - Uf E -4 - A- UPi - r- - UPS UPE L r - -
�. \ \ / I —wpoDtNc-TCE
TCE FE---TCE--SF = TCE - F Ems= —
Q I I I F�CP4"
I�1V O�1T.76.61
I��% � N II
Q� c°n I I 211 a I I I ,275 /
LIJ PERM NLN i DR
AIR VALVE VAULT PAUL D VIVIRITO '�
z / STA 140+41 LOT 11 DEER RUN SUBDIVISION EASEMENT I c
JD.B./ 620, PG. 193
N 723343 D.B. 698, PG. 51 /Q N.C.D.O._ RIGHT OF WAY MAP m
E 2008431 P.B. 89, PG. 32
/ PROJ E 10. 8.T520904 AND
�- P.I.N.: 0702-83-5128ECOURT T
111 DOE COU3.T520905 ANNETTE M. MCGREGOR AND
QI / 22
PROPERTY LINE, TYP APEX, NC 27502 SPOUSE, BRIAN M. MCGREGOR
BILLING ADDRESS: 10' CP&L EASEMENT LOT 10 DEER RUN SUBDIVISION
L
/ 1 L DOE COURT FOR UNDERGROUND / D.B. 924, PG. 331
264 LF OF SILT FENC APEX, NC 27502 UTILITIES DID NOT FIND A 30' EASEMENT / P.B. 89, PG. 32
/ /
SEE DETAIL 04000.01/C-40 D.B. 633, PG. 590 P.I.N.: 0702-83-6919
/ 125 DOE COURT
4-
310
U
Ld
300 (n
Ld
Ld
U)
z
290 0
a
F_
z
280 0
Qf0
LL_
020
O
O
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260
U)
Ld
z
250 J
U
a
240
APEX, NC 27502
BILLING ADDRESS:
BUILDING 125 DOE COURT
/ opF7u nir 97�n)
W
W
DROP INLET
-RIM: 281.18'
RAw
RAW
_W
W W
RAW RAW
1.vI 1 l i w MUM uF gym.
W
V)
O
274 LF OF SILT FENCE I Q
(ES) I I -o STA 146+40 SEE DETAIL 04000.01 /C-40 O
-� N 723461 z
E 2009018
-B=29 - -
--- -
-
RAW _ — -- -- -
��- ____ � ----- -- I
/14 +�00 150 U
---/ / 1,4 X47+!��-
/ /-'\I -- -�U�E - UPE-- P O/UPE-/ -UPE - -4E - UPE - U1RE - URUi'IE - -UPE - -UPE - UPE -� Jam= +PEr- fi 7UPE T -WOOL \( _ IAF I— - I = TC = — FTCI� =S�-TC S— 7Cfc S� =1 C /In—S��1 u'�IIP&L EASEMENT 427 LF OF SILT FENCE / - 1
INV, OUT' 271.1 J,' I I ( FOR gNDERGROUND UTILITIES SEE DETAIL 04000.01/Cl-40 1 I �`� /j Q
I I y I I DID NQT FIN�,A 30 EASEMENT' CHECK DAM, TYP l I I
N o D.B. 633, PG. 590 1
PERMANENT DRAINAGE SEE DETAIL 04000.06/C-40 I w
EASEMENT IS LIMITS EASEMENT 23 I Z
OF DISTURBANCE D.B. 627, PG. 487 RAJENDRA S. RATHORE, AND WIFE _
N.C.D.0.T. RIGHT OF WAY MAP SACHI D. RATHORE
PROVIDE 42" RAW WATER PROJECT NO. 8.T520904 AND D.B. 1685, PG. 883 �
TRANSMISSION MAIN 8.T520905 P.I.N.: 0702-93-4320 <
344 LF OF SILT FENCE SILT FENCE ROCK OUTLET 12190 U.S. HIGHWAY 64 EAST
APEX, NC 27502 I
SEE DETAIL 04000.01/C-40 SEE DETAIL 04000.23/C-41 BILLING ADDRESS:
100 GRAHAM STREET
SELMA, NC 27576
RAWI
RAW -
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
I(0
- 04/2014
50% SUBMITTAL
ISSUE DATE
W
V)
O
274 LF OF SILT FENCE I Q
(ES) I I -o STA 146+40 SEE DETAIL 04000.01 /C-40 O
-� N 723461 z
E 2009018
-B=29 - -
--- -
-
RAW _ — -- -- -
��- ____ � ----- -- I
/14 +�00 150 U
---/ / 1,4 X47+!��-
/ /-'\I -- -�U�E - UPE-- P O/UPE-/ -UPE - -4E - UPE - U1RE - URUi'IE - -UPE - -UPE - UPE -� Jam= +PEr- fi 7UPE T -WOOL \( _ IAF I— - I = TC = — FTCI� =S�-TC S— 7Cfc S� =1 C /In—S��1 u'�IIP&L EASEMENT 427 LF OF SILT FENCE / - 1
INV, OUT' 271.1 J,' I I ( FOR gNDERGROUND UTILITIES SEE DETAIL 04000.01/Cl-40 1 I �`� /j Q
I I y I I DID NQT FIN�,A 30 EASEMENT' CHECK DAM, TYP l I I
N o D.B. 633, PG. 590 1
PERMANENT DRAINAGE SEE DETAIL 04000.06/C-40 I w
EASEMENT IS LIMITS EASEMENT 23 I Z
OF DISTURBANCE D.B. 627, PG. 487 RAJENDRA S. RATHORE, AND WIFE _
N.C.D.0.T. RIGHT OF WAY MAP SACHI D. RATHORE
PROVIDE 42" RAW WATER PROJECT NO. 8.T520904 AND D.B. 1685, PG. 883 �
TRANSMISSION MAIN 8.T520905 P.I.N.: 0702-93-4320 <
344 LF OF SILT FENCE SILT FENCE ROCK OUTLET 12190 U.S. HIGHWAY 64 EAST
APEX, NC 27502 I
SEE DETAIL 04000.01/C-40 SEE DETAIL 04000.23/C-41 BILLING ADDRESS:
100 GRAHAM STREET
SELMA, NC 27576
140+50 141+00 141+50 142+00 142+50 143+00 143+50 144+00 144+50 145+00
PROJECT MANAGER M. SHULTZ, PE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
D
+wo
� N
H
(n Q 0_
I
I
EXISTING GRADE
_
-- -------_-____
EDGE OF PAVEMENT
---------
------------
--------------------------
—--------------------------------
__ MARKER BALL, TYPICAL
----------
- ---------------------------
_
•
\
/
•--------
\
------------
--------------
i
-----
---------
------------
I
42" RAW WATER TRANSMISSION MAIN
I
12" OUTLET
FOR BLOW -OFF
ALL PIPE
SHALL BE
INSTALLED
ON A NEGATIVE SLOPE ALL
PIPE SHALL
BE INSTALLED
ON A
POSITIVE
SLOPE
ALL
SLOPE
IPE SHALL
BE INSTALLED
ON A POSITIVE
140+50 141+00 141+50 142+00 142+50 143+00 143+50 144+00 144+50 145+00
PROJECT MANAGER M. SHULTZ, PE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
145+50 146+00 146+50 147+00 147+50 148+00
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
148+50 149+00 149+50
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
I°
310
U
Li-
Ld
(n 300
IW
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0 290
Q
I�
I�
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OU 280
BOO
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270
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260
F-
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Ld
z
,J 250
Iv
Q
240
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
iii
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 INSTALL CHECK DAM WITH 12 INCH WEIR.
O2 AFTER CONSTRUCTION IS COMPLETED,
REINSTALL EXISTING RIP RAP PADS AND
ADD 8 FT X 18 FT X 1 FT. RIP RAP PAD
AT 24 INCH & 36 INCH OUTFALLS. USE
CLASS I RIP RAP ON NON -WOVEN
GEOTEXTILE FABRIC. RESTORE DITCH TO
EXISTING ELEVATIONS.
O3 RESTORE RIPRAP AREA BACK TO ORIGINAL
CONDITION AT NO ADDITIONAL COST.
O4 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 140+00 TO STA 150+00
0 1" Z, FILENAME OOC-15.dwg SHEET
SCALE AS NOTED C-15
FBI
C
IV
0
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
145+50 146+00 146+50 147+00 147+50 148+00
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
148+50 149+00 149+50
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
I°
310
U
Li-
Ld
(n 300
IW
U)
z
0 290
Q
I�
I�
z
OU 280
BOO
I
270
0
O
0
IU)
260
F-
V)
Ld
z
,J 250
Iv
Q
240
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
iii
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 INSTALL CHECK DAM WITH 12 INCH WEIR.
O2 AFTER CONSTRUCTION IS COMPLETED,
REINSTALL EXISTING RIP RAP PADS AND
ADD 8 FT X 18 FT X 1 FT. RIP RAP PAD
AT 24 INCH & 36 INCH OUTFALLS. USE
CLASS I RIP RAP ON NON -WOVEN
GEOTEXTILE FABRIC. RESTORE DITCH TO
EXISTING ELEVATIONS.
O3 RESTORE RIPRAP AREA BACK TO ORIGINAL
CONDITION AT NO ADDITIONAL COST.
O4 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 140+00 TO STA 150+00
0 1" Z, FILENAME OOC-15.dwg SHEET
SCALE AS NOTED C-15
FBI
C
IV
0

--- --- --- --- R/W---- -- --- RAW --- R/W -- RAW ---
W W RAW 8" WATERLINE
I W w
RAW RAW W W --------
ul U.S. HIGHWAY 64
VARIABLE WIDTH PUBLIC R/W
U I PROJECT NO. 8.T520904 AND 8.T520905
D.B. 620 PG. 190 D.B. 621 PG. 596
�I D.B. 628, PG. 1059, D.B. 628, PG. 1063, US HIGHWAY 64 (WESTBOUND LANES
W D.B. 663, PG. 753, D.B. 673, PG. 602,
S D.B. 674, PG. 1063, AND D.B. 6
w 900
4 5 6 7
R/W RAW - - - RAW RAW RAW RAW -
RAW - RAW
48" RCP.
262.17' � GIi
W_ W 42'W RAW WATER W W W
TRANSMISSION MAIN
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WRIM: 270.22' INV: 265.34'
W I RIM: 271.63' INV IN: 264.42'
V7 INV OUT: 268.90
Z I F FIBER OPTIC MARKER INV OUT: 264.29' \ qD`4' WOVEN WIRE FENCE
O CABLE BOX 30" RAW WATER
Q US HIGHWAY 64 TEMPORARY FABRIC DROP \I TRANSMISSION MAIN
INLET PROTECTION, TYP FIBER
(EASTBOUND LANES) SEE DETAIL 1/C-41 - -
z
RAW— _-RAW-- RAvd _
/////V48" RCP
INV: 262.42'
48" RCP
INV: 262.25'
ILL----_--- ----- ------ -- _ -, / _ _ -
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`- 10' CP&L EASEMENT \ I I I I I I INV\ 0 T: \265.3 �\ »�I 2 3 5
QI MAINTENANCE EASEMENT I \ I I I II II I \ \ �\ \ \ \� \ \ / �� 197 LF OF SILT FEN \` \
H- I DID NOT FIND A 1=50' EASEMENT
NI I D.B. 633, PG. 5910 1 I II o\\N SEE DETAIL 04000.01 140
W o I I AIR VALVE VAULT 499 LF OF SILT FENCE PERMANENT DRAINAGE \ EASEMENT IS LIMITS
Z EASEMENT OF DISTURBANCE
J 23 STA 151+21 SEE DETAIL 04000.01 /C-40 D.B. 627, PG. 487
= I RAJENDRA S. RAI-HORE, AND WIFE N 723555 N.C.D.O.T. RIGHT OF WAY MAP
QI SACHI D. RATHORE E 2009490 PROVIDE SIO RAW WATER
PROJECT N0. 8.T520904 AND TRANSMISSION MAIN
D.B. 1685, PG. 883 8.T520905
mI P.I.N.: 0702-93-4320
12190 U.S. HIGHWAY 64 EAST
APEX, NC 27502
BILLING ADDRESS:
100 GRAHAM STREET
SELMA, NC 27576
300
U
Ljj
290 ()
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280 O
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2
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I""ILAUVYHLL
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SZ DETAIL 04000 -.2 -3/C -41 -
CH -EC
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/ I 1 I I 1 \ SEE DETAIL 04000.01/C-40 \
N 723656 I 1 1 I �. \
,,E 2009999 1 I/ i N s 24 \ m
/ O
PERMANENT DRAINAGE JEFFREY H. COSGROVE AND
EASEMENT / WIFE, DENA T. COSGROVE
D.B. 627, PG. 487 D.B. 723, PG. 953
N.C.D.O.T. RIGHT OF WAY MAP P.B. 97, PG. 239
PROJECT NO. 8.T520904 AND P.I.N.: 0712-03-4592
8.T520905 149 RED CEDAR WAY
'---PROPERTY APEX, NC 27523
/ LINE, TYP BILLING ADDRESS:
/ 145 TERRACE MOUNTAIN DRIVE
HENDERSONVILLE, NC
28739-8974
300
U
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(n 290
LLJW
U)
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O 280
a
z
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O 270
U
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O
L1
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150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00 154+50 155+00 155+50 156+00 156+50 157+00 157+50 158+00 158+50 159+00 159+50
PROJECT MANAGER M. SHULTZ, PE
N RTH CA
y
L
0o 8
TOWN OF CARY
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
/ / / // / DROP INLET
EDGE OF PAVEMENT
48" RCP
�I///
RIM: 267.59'
- 07/2015
INV: 261.27
- 03/2015
INV IN: 261.99'WHITE
LANE STRIPING
IFINV:
48" RCP
- 04/2014
INV OUT: 261.83'
r- NCDOT RIGHT-OF-WAY
261.23'
—
293 LF OF SILT FENCE
BLOWOFF
' 48"
RCP
' SEE DETAIL 04000.01/C-40
B-31
i NIS./•
III III
TH-31
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0 -mSEF= TCE- _ �- —E-r'TICE R(�P�5 \ � \ I TREAM A C
`- 10' CP&L EASEMENT \ I I I I I I INV\ 0 T: \265.3 �\ »�I 2 3 5
QI MAINTENANCE EASEMENT I \ I I I II II I \ \ �\ \ \ \� \ \ / �� 197 LF OF SILT FEN \` \
H- I DID NOT FIND A 1=50' EASEMENT
NI I D.B. 633, PG. 5910 1 I II o\\N SEE DETAIL 04000.01 140
W o I I AIR VALVE VAULT 499 LF OF SILT FENCE PERMANENT DRAINAGE \ EASEMENT IS LIMITS
Z EASEMENT OF DISTURBANCE
J 23 STA 151+21 SEE DETAIL 04000.01 /C-40 D.B. 627, PG. 487
= I RAJENDRA S. RAI-HORE, AND WIFE N 723555 N.C.D.O.T. RIGHT OF WAY MAP
QI SACHI D. RATHORE E 2009490 PROVIDE SIO RAW WATER
PROJECT N0. 8.T520904 AND TRANSMISSION MAIN
D.B. 1685, PG. 883 8.T520905
mI P.I.N.: 0702-93-4320
12190 U.S. HIGHWAY 64 EAST
APEX, NC 27502
BILLING ADDRESS:
100 GRAHAM STREET
SELMA, NC 27576
300
U
Ljj
290 ()
W
V)
Z
280 O
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z
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I""ILAUVYHLL
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—.
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CH -EC
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/ I 1 I I 1 \ SEE DETAIL 04000.01/C-40 \
N 723656 I 1 1 I �. \
,,E 2009999 1 I/ i N s 24 \ m
/ O
PERMANENT DRAINAGE JEFFREY H. COSGROVE AND
EASEMENT / WIFE, DENA T. COSGROVE
D.B. 627, PG. 487 D.B. 723, PG. 953
N.C.D.O.T. RIGHT OF WAY MAP P.B. 97, PG. 239
PROJECT NO. 8.T520904 AND P.I.N.: 0712-03-4592
8.T520905 149 RED CEDAR WAY
'---PROPERTY APEX, NC 27523
/ LINE, TYP BILLING ADDRESS:
/ 145 TERRACE MOUNTAIN DRIVE
HENDERSONVILLE, NC
28739-8974
300
U
L
LLJ
(n 290
LLJW
U)
Z
O 280
a
z
z
O 270
U
ry
O
L1
�zYwl
150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00 154+50 155+00 155+50 156+00 156+50 157+00 157+50 158+00 158+50 159+00 159+50
PROJECT MANAGER M. SHULTZ, PE
N RTH CA
y
L
0o 8
TOWN OF CARY
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
TRANSMISSION
�� PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
W
240
2
U
1_
0
230
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O LIMIT STREAM DISTURBANCE TO 15 LF
MEASURED ALONG STREAM CENTERLINE.
A INSTALL EROSION CONTROL AT STREAM
CROSSINGS PER DETAIL 2/C-41.
O4 TEMPORARY DIVERSION DITCH (TYP.)
SEE DETAIL 04000.09/C-42
O5 INSTALL "CULVERT" STYLE STANDARD
TEMPORARY STREAM CROSSING PER DETAIL
04000.11 SHEET 1 OF 3/C-41. INSTALL
PERMANENT "FORD" STYLE STANDARD
TEMPORARY STREAM CROSSING PER DETAIL
04000.11 SHEET 2 OF 3/C-41 AFTER
REMOVAL OF "CULVERT" STYLE TEMPORARY
STREAM CROSSING.
O6 AFTER PIPE INSTALLATION, REPAIR DITCH
CROSS SECTION TO EXISTING CONDITION
ELEVATIONS.
O7 ADD 8 FT X 18 FT X 1 FT RIP RAP PAD.
USE CLASS I RIP RAP ON NON -WOVEN
GEOTEXTILE FABRIC.
Og WATTLE (TYP.)
SEE DETAIL 1/C-42.
O RESTORE RIPRAP AREA BACK TO ORIGINAL
CONDITION AT NO ADDITIONAL COST.
10 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 150+00 TO STA 160+00
0 1" 2" FILENAME OOC-16.dwg SHEET
SCALE AS NOTED C-16
FBI
C
IV
0
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
TRANSMISSION
�� PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
W
240
2
U
1_
0
230
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O LIMIT STREAM DISTURBANCE TO 15 LF
MEASURED ALONG STREAM CENTERLINE.
A INSTALL EROSION CONTROL AT STREAM
CROSSINGS PER DETAIL 2/C-41.
O4 TEMPORARY DIVERSION DITCH (TYP.)
SEE DETAIL 04000.09/C-42
O5 INSTALL "CULVERT" STYLE STANDARD
TEMPORARY STREAM CROSSING PER DETAIL
04000.11 SHEET 1 OF 3/C-41. INSTALL
PERMANENT "FORD" STYLE STANDARD
TEMPORARY STREAM CROSSING PER DETAIL
04000.11 SHEET 2 OF 3/C-41 AFTER
REMOVAL OF "CULVERT" STYLE TEMPORARY
STREAM CROSSING.
O6 AFTER PIPE INSTALLATION, REPAIR DITCH
CROSS SECTION TO EXISTING CONDITION
ELEVATIONS.
O7 ADD 8 FT X 18 FT X 1 FT RIP RAP PAD.
USE CLASS I RIP RAP ON NON -WOVEN
GEOTEXTILE FABRIC.
Og WATTLE (TYP.)
SEE DETAIL 1/C-42.
O RESTORE RIPRAP AREA BACK TO ORIGINAL
CONDITION AT NO ADDITIONAL COST.
10 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 150+00 TO STA 160+00
0 1" 2" FILENAME OOC-16.dwg SHEET
SCALE AS NOTED C-16
FBI
C
IV
0

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30 RAW WATER PROJECT N0. 8.T520904 AND 8.T520905
D.B. 621, PG. 596,
\ 889 LF OF SILT FENCE Pi TRANSMISSION �
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= SEE DETAIL 04000.01/C-40 I 063, 1
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= WIFE, DENA T. COSGROVE STA 163+11 D.B. 726, PG. 1100
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1 149 RED CEDAR WAY STA 163+03 O6 / BILLING ADDRESS:
APEX, NC 27523 N 723788 7728 GRACE COVE LANE 1
BILLING ADDRESS: E 2010648 WAKE FOREST, NC 27587-3734
145 TERRACE MOUNTAIN DRIVE
HENDERSONVILLE, NC
28739-8974
330 330
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160+50
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
161+00 161+50 162+00 162+50 163+00 163+50 164+00 164+50
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
PROJECT NUMBER
00234-191838-018
165+00 165+50 166+00 166+50
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
167+00 167+50 168+00 168+50
RAW WATER
TRANSMISSION
e PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
7
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
Emil
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
OCHECK DAM (TYP.)
SEE DETAIL 04000.06/C-40
O3 SEE DETAIL 1/C-36
OREMOVE FENCE WITHIN LIMITS OF UPE AND
TCE.
O5 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
O6 INSTALL LOCATOR POST AT ALL VALVE
BOXES.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 160+00 TO STA 168+80
0 1" 2" FILENAME OOC-17.dwg SHEET
SCALE AS NOTED C-1 7
FBI
C
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0

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1 P.I.N.: 0712-13-5591
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STA 172+58
N 723976
E 2011585
U.S. HIGHWAY 64
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E 2011644
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PROJECT NO. 8.T520904 AND 1
83520905 W
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SEE DETAIL 04000.01/C-40 =
26 U
GOLDSTON APEX PROPERTIES, LLC ~
D.B. 1079, PG. 221 1
P.B. 97, PG. 285 1
P.I.N.: 0712-13-2904
12932 U.S. HIGHWAY 64 EAST
APEX, NC 27523
O)
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- 07/2015
95% SUBMITTAL
- 03/2015
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1�
75% SUBMITTAL
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ISSUE DATE
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SEE DETAIL 04000.01/C-40 =
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P.B. 97, PG. 285 1
P.I.N.: 0712-13-2904
12932 U.S. HIGHWAY 64 EAST
APEX, NC 27523
169+00
169+50 170+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
170+50 171+00 171+50 172+00 172+50 173+00 173+50 174+00
PROJECT MANAGER M. SHULTZ, PE
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
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INSTALLED
I
I
169+00
169+50 170+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
170+50 171+00 171+50 172+00 172+50 173+00 173+50 174+00
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
174+50 175+00 175+50 176+00 176+50 177+00 177+50 178+00
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
O
1,
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WT -1194
NORTH CAROLINA
178+50
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00
300
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N
z
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►I/
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40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O2 FROM STA 170+50 TO STA 174+80
RELOCATE EXISTING WATER HOT BOX WITH
BACKFLOW PREVENTER AND 6" WATERLINE.
LOCATE BETWEEN LIGHT POLES AND EDGE
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O3 TEMPORARY FABRIC DROP INLET
PROTECTION (TYP.)
SEE DETAIL 1/C-41
O4 JOHN DEERE LANDSCAPES SIGN (TO BE
REMOVED,).-
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O8 PROPOSED LOCATION OF 6" WATERLINE.
Og REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
10 ANY DAMAGE TO THE PARKING LOT SHALL
BE REPAIRED BY CONTRACTOR AT NO
ADDITIONAL COST.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 168+80 TO STA 178+80
0 1" 2" FILENAME OOC-18.dwg SHEET
SCALE AS NOTED C-1 8
FBI
C
IV
0
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
174+50 175+00 175+50 176+00 176+50 177+00 177+50 178+00
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
O
1,
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300
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40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O2 FROM STA 170+50 TO STA 174+80
RELOCATE EXISTING WATER HOT BOX WITH
BACKFLOW PREVENTER AND 6" WATERLINE.
LOCATE BETWEEN LIGHT POLES AND EDGE
OF PARKING LOT.
O3 TEMPORARY FABRIC DROP INLET
PROTECTION (TYP.)
SEE DETAIL 1/C-41
O4 JOHN DEERE LANDSCAPES SIGN (TO BE
REMOVED,).-
STONE
EMOVED).STONE AND PLANTS (TO BE REMOVED).
OBUILDERS FIRST SOURCE SIGN (DO NOT
DISTURB).
O7 DO NOT DISTURB.
O8 PROPOSED LOCATION OF 6" WATERLINE.
Og REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
10 ANY DAMAGE TO THE PARKING LOT SHALL
BE REPAIRED BY CONTRACTOR AT NO
ADDITIONAL COST.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 168+80 TO STA 178+80
0 1" 2" FILENAME OOC-18.dwg SHEET
SCALE AS NOTED C-1 8
FBI
C
IV
0

1 1 2 1 3 1 4 1 5 1 6 1 7
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12932 U.S. HIGHWAY 64 EAST 23 RED CEDAR WAY SEE DETAIL 04000.01/C-40 1917 ANACAPA STREET
BUILDING APEX, INC 27523 APEX, INC 27523 SANTA BARBARA, CA 93101
BILLING ADDRESS: BILLING ADDRESS:
7728 GRACE COVE LANE 7728 GRACE COVE LANE
WAKE FOREST, NC 27587-3734 WAKE FOREST, NC 27587-3734
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HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
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O1 AS NECESSARY, POWER POLE SHALL BE
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DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
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AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
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I APEX, NC 27502 SEE DETAIL 04000.23/C-41 1 13406 U.S. HIGHWAY 64 EAST
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440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
192+50 193+00 193+50 194+00
M. SHULTZ, PE
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N
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- 07/2015
95% SUBMITTAL
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- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
EXISTING GRADE
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ALL PIPE SHALL BE INSTALLED
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HDR Engineering, Inc.
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440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
192+50 193+00 193+50 194+00
PROJECT MANAGER M. SHULTZ, PE
194+50 195+00 195+50 196+00
DESIGN ENGINEER
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CHECKED BY
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DRAWN BY
J. POWERS
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
194+50 195+00 195+50 196+00
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CHECKED BY
D. McPHERSON, PE
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PROJECT NUMBER
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of the Carolinas
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440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
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40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O 40' UPE.
O 15' TCE. EASEMENT IS LIMITS OF
DISTURBANCE.
O3 30' UPE.
OINSTALL STEEL CASING PIPE USING
TRENCHLESS CONSTRUCTION METHODS IN
ACCORDANCE WITH THE CONTRACT
SPECIFICATIONS.
O5 20'x40' BORE PIT.
OINSTALL GRAVEL & RIP RAP FILTER BERM
BASIN (TYP.)
SEE DETAIL 04000.23/C-40.
O7 WHEN USING DIP, ALL PIPE WITHIN CASING
PIPE SHALL BE RESTRAINED JOINT PIPE.
INSTALLATION MUST BE BY PULLING.
PUSHING OF DIP INTO CASING IS NOT
ALLOWED.
TREPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
N
N 350
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2
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2
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42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 199+50 TO STA 210+00
0 1" Z, FILENAME 00C-21.dwg
TOWN OF CARY NORTH CAROLINA
SCALE AS NOTED
SHEET
C-21
FBI
C
IV
0
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
TRANSMISSION
ltlri+Fl •
PARALLEL PIPELINE
WT -1 194
®Z�1�
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O 40' UPE.
O 15' TCE. EASEMENT IS LIMITS OF
DISTURBANCE.
O3 30' UPE.
OINSTALL STEEL CASING PIPE USING
TRENCHLESS CONSTRUCTION METHODS IN
ACCORDANCE WITH THE CONTRACT
SPECIFICATIONS.
O5 20'x40' BORE PIT.
OINSTALL GRAVEL & RIP RAP FILTER BERM
BASIN (TYP.)
SEE DETAIL 04000.23/C-40.
O7 WHEN USING DIP, ALL PIPE WITHIN CASING
PIPE SHALL BE RESTRAINED JOINT PIPE.
INSTALLATION MUST BE BY PULLING.
PUSHING OF DIP INTO CASING IS NOT
ALLOWED.
TREPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
N
N 350
U
L
W
2
(n 340
W
W
(n
z
O 330
a
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O 320
U
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O
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16210
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O
+
O
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CN 300
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W
z
J 290
2
U
a
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 199+50 TO STA 210+00
0 1" Z, FILENAME 00C-21.dwg
TOWN OF CARY NORTH CAROLINA
SCALE AS NOTED
SHEET
C-21
FBI
C
IV
0

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al
Z
Z
01
�I
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30
CORA L. M. BERKUT AND
HUSBAND, MICHAEL KALEN
BERKUT
D.B. 261, PG. 395
P.I.N.: 0712-43-4820
13406 U.S. HIGHWAY 64 EAST
APEX, NC 27523
BILLING ADDRESS:
807 OLD MILL ROAD
CHAPEL HILL, NC 27514-3931
RAW
3
--- -RfW
RAW RAW
42" RAW WATER
TRANSMISSION MAIN
DROP INLET
RIM: 324.24'
M
/
- - - RAW ------
RAW— - - - RAW
5
U.S. HIGHWAY 64
VARIABLE WIDTH PUBLIC R/W
/ V N.C.D.O.T. RIGHT OF WAY MAP
US HIGHWAY 64 (WESTBOUND /LANES)
.
/ QUO
RB
PROPERTY LINE, TYP
RAW__ __RA___
PROJECT NO. 8.T520904 AND 8.T520905
D.B. 620, PG. 190, D.B. 621, PG. 596, D.B.
628, PG. 1059, D.B. 628, PG. 1063, D.B. 663,
PG. 753, D.B. 673, PG. 602, D.B. 674, PG.
1063, AND D.B. 690, PG. 900
T1 1 1 1.11 1111 1.111 "I'll
-PROVIDE 42" RAW WATER
TRANSMISSION MAIN
CONSTRUCTION ENTRANCE, TYP
-pA1 SEE DETAIL 04000.07/C-40
DROP INLET
RIM: 329.53'
INV IN: 324.68'
IN\/ ni IT- X94 R -V
P.I.N.: 0712.04-64-2615
0 U.S. HIGHWAY 64
APEX, NC 27523 -
BILLING ADDRESS:
3917 U.S. HIGHWAY 64 WEST
APEX, NC 27523-8454
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- 07/2015
95% SUBMITTAL
- 03/2015
Z
- 06/2014
U
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
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210+50 211+00 211+50 212+00 212+50 213+00 213+50 214+00 214+50 215+00
PROJECT MANAGER M. SHULTZ, PE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
TYPICAL
EXISTING
i
NEW HILL -OLIVE CHAPEL R
GRADE
MARKER BALL,
(SR 1 141)
-- —
EDGE OF PAVEMENT
46 LF PATCH
_
—_ -------------i
--
—------- -
-----------------
-----------
--- -
•
----
---- -- •
42" RAW WATER TRANSMISSION MAIN
ALL PIPE SHALL BE INSTALLED ON A POSITIVE SLOPE
210+50 211+00 211+50 212+00 212+50 213+00 213+50 214+00 214+50 215+00
PROJECT MANAGER M. SHULTZ, PE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
215+50 216+00 216+50 217+00 217+50 218+00 218+50 219+00 219+50
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
--TRANSMISSION
WT -1 194
PARALLEL PIPELINETOWN OF CARY NORTH CAROLINA
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N 360
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W
Z 300
IJ
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290
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
1 INSTALL TEMPORARY FABRIC DROP INLET
PROTECTION (TYP.)
SEE DETAIL 1/C-41.
O2 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 210+00 TO STA 220+00
0 1" Z, FILENAME OOC-22.dwg
SCALE AS NOTED
SHEET
C-22
FBI
C
IV
0
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
215+50 216+00 216+50 217+00 217+50 218+00 218+50 219+00 219+50
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
--TRANSMISSION
WT -1 194
PARALLEL PIPELINETOWN OF CARY NORTH CAROLINA
I�
N 360
II
U
W
U) 350
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1 320
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O
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IN
N 310
H
U)
W
Z 300
IJ
I�
290
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
1 INSTALL TEMPORARY FABRIC DROP INLET
PROTECTION (TYP.)
SEE DETAIL 1/C-41.
O2 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 210+00 TO STA 220+00
0 1" Z, FILENAME OOC-22.dwg
SCALE AS NOTED
SHEET
C-22
FBI
C
IV
0

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RAW
RAW
N I
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D. McPHERSON, PE
DRAWN BY
J. POWERS
5
95% SUBMITTAL
- 03/2015
16
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
___ w ___
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___ ___
___
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--
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615 LF OF SILT FENCE 42" RAW WATER
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SEE DETAIL 04000.01/C-40./ �\ N. C. D.O.T. RIGHT OF WAY MAP TRANSMISSION MAIN
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N
EDGE OF PAVEMENT PROJECT NO. 8.T520904 AND 8.T520905
,'
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U
D.B. 620, PG. 190, D.B. 621, PG. 596, D.B.
I-
I
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LANtS)
15"
RCP
WOVEN WIRE FENCE PG. 753, D.B. 673, PG. 602, D.B. 674, PC
INV:
315.88'
Ld
O- 1063, AND D.B. 690, PG. 900
,
_
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,'
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TRANSMISSION MAIN 15" RCP
15"
RCP
2
DROP INLET
Ld
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INV: 332.06
NCO
DT RIGHT-OF-WAY
0�
INV:
327.17
RIM: 320.18'
W
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'
15" RCP
INV OUT: 317.06
IR RELEASE VALVE
MANHOLE AND VENT INV: 331.78 '
'
INV: 326.38'
MAILBOX
Z
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US HIGHWAY 64 (EASTBD,EIND
LANES)
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= 0. WAYNE ABBOT
QU ESTATE FILE 10-E-, PG. 3308
D.B. 13451, PG. 1274
�I B.M. 2009, PG. 216
P.I.N.: 0712.04-64-2615
0 U.S. HIGHWAY 64
APEX, NC 27523 -
BILLING ADDRESS:
3917 U.S. HIGHWAY 64 WEST
APEX, NC 27523-8454
N
360 N
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PROVIDE 42" RAW WATER
a TRANSMISSION MAIN
PROPERTY LINE, TYP 588- LF OF, SILT FENCE
m MOBILE HOME SEE DETAIL 04000.01/C-40
I
1
_
P(-
---------------------- ---- II i \
225+00 26+00 4" pEA hF \ ; U�Fti UP - -U O
E - - - UPE - - - UPE �+ - - UPE -7 - - UPE - `� - UP - -,� � U E - - UPE = UP �- - - �P i N Wfl O D S N
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SILT FENCE OUTLET, TYP �y� B. 14043, PG. 818 Ld
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ESTATE FILE 10-E-, PG. 3308 i i l Iv
n D.B. 13451 , PG. 1274 ; o ; 3 U.S. HIGHWAY 64 � J
m , 30. / 486 LF OF SILT FENCE APE NC 27523-8454 =
B.M. 2009, PG. 216 , O 0
0712.04-6 -7694oe s��< SEE DETAIL 04000.01/C-40 BILLI ADDRESS:
3917 U. AY 64 ; ,' qe S9s 9 �sF 102 BUFFW00 URT m IQ
r70, e8 7 c MF CARY, NC 27 18-70
APEX, NC 27523-8454�6NT I
BILLING ADDRESS: ; ; VOFRF�F 3792 BUILDING
391S.NC HIGHWAY
27523 8454E�PPT � � �T2i i� JuNpFORs
APEX,
220+50 221+00 221+50 222+00 222+50 223+00 223+50 224+00 224+50 225+00 225+50 226+00 226+50 227+00 227+50 228+00 228+50 229+00
PROJECT MANAGER M. SHULTZ, PE
P�
8
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
RAW WATER
TRANSMISSION
�� PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
M
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
iii
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O2 INSTALL TEMPORARY FABRIC DROP INLET
PROTECTION (TYP.)
SEE DETAIL 1/C-41.
O3 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
It
N 360
~U
W
Ld
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(n 350
Ld
Ld
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300
_
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Q
290
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 220+00 TO STA 229+20
0 1" 2" FILENAME OOC-23.dwg SHEET
SCALE AS NOTED C-23
FBI
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PROJECT NO. 8.T520904 AND
83520905
`,,—F'KUF'tKIY LINL, IYF'
I
I
I
3809 U.S. HIGHWAY) 64v
APEX, NC 27523-8452
BILLING ADDRESS:
3809 U.S. HIGHWAY 64 WEST
APEX, NC 27523-8452
7
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229+50 230+00 230+50 231+00 231+50 232+00 232+50 233+00 233+50 234+00 234+50 235+00 235+50 236+00 236+50 237+00 237+50
PROJECT MANAGER M. SHULTZ, PE ��
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
LO
N 350
I
U
W
2
(n 340
W
W
V)
z
O 330
Q
z
H
z
O 320
U
w
O
LL.
O
O
00
N 300
H
W
z 290
J
U
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
O3 CARLISLE PROPERTIES OF
THE CAROLINAS, L.L.C. 33
D.B. 14043, PG. 818
P.I.N.: 0712.04-74-2710
3913 U.S. HIGHWAY 64
APEX, NC 27523-8454
BILLING ADDRESS:
102 BUFFWOOD COURT
CARY, NC 27518-7088
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 229+20 TO STA 238+00
0 1" Z, FILENAME 00C-24.dw9 SHEET
SCALE AS NOTED C-24
FBI
C
IV
0

1
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p F80 LF OF SILT FENCE
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U
SEE DETAIL 04000.01/C-40
24" PVC
I
INV: 30'.78
95% SUBMITTAL
- 03/2015
LOUVENIA ANN S. GOODWIN
I
CHECK DAM,
TYP
- 04/2014
D.B. 3691, PG. 573
34
SEE DETAIL
DESCRIPTION
B.M. 1987, PG. 493
04000.06/C-40
P.I.N.: 0712.04-74-9870
3809 U.S. HIGHWAY 64
124
LF OF
APEX, NC 27523-8452
SILT
FENCE
BILLING ADDRESS: I
SEE
DETAIL
3809 U.S. HIGHWAY 64 WEST
04000.01/C-40
APEX, NC 27523-8452 I
1
d-
340 N
I
U
L
W
330 (n
W
W
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Z
320 O
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310 O
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290 N
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N
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Z
280 J
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F-
270 270
RAW
42" RAW WATER
TRANSMISSION MAIN
DROP INLET
RIM: 312.77'
INV IN(NORTH): 306.39'
INV IN(EAST): 306.35'
RAW
INV OUT: 306.29'
24" RC f
N.C.D.O.T. RIGHT OF WAY MAP
PROJECT NO. 83520904 AND
83520905
5
PP
RAVE' � ' RAW
' O ,
RAW
DROP INLET
RIM: 311.33'
INV IN(NORTH): 307.78'
INV IN(SOUTH): 307.67'
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C
i
RAW RAW RAW
U.S. HIGHWAY 64 O
VARIABLE WIDTH PUBLIC R/W (V
N.C.D.O.T. RIGHT OF WAY MAP
PROJECT NO. 8.T520904 AND 8.T520905 U
D.B. 620, PG. 190, D.B. 621, PG. 596, D.B.
628, PG. 1059, D.B. 628, PG. 1063, D.B. 663,
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1063, AND D.B. 690, PG. 900 ")/ ern
+ 4' WOVEN WIRE FENCEO
R RELEASE VALVE II
gNHOLE AND VENT ii '-� ,-EDGE OF PAVEMENT
OF DISTURBANCE
PROVIDE 42" RAW WATER LOUVENIA ANN S. GOODWIN m
TRANSMISSION MAIN D.B. 5333, PG. 423
P.I.N.: 0712.04-84-2430
3805 U.S. HIGHWAY 64
APEX, NC 27523-8452
BILLING ADDRESS:
3809 U.S. HIGHWAY 64 WEST
APEX, NC 27523-8452
D.B. 5889, PG. 317
N.C.D.O.T. RIGHT OF WAY MAP
PROJECT NO. 8.T520904 AND
8.T520905
-472 LF OF SILT FENCE
SEE DETAIL
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HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
11 AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
C INSTALL TEMPORARY FABRIC DROP INLET
PROTECTION (TYP.)
SEE DETAIL 1/C-41.
C REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
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238+50 239+00 239+50 240+00 240+50 241+00 241+50 242+00 242+50 243+00 243+50 244+00 244+50 245+00 245+50 246+00 246+50
PROJECT MANAGER M. SHULTZ, PE
p�RTI
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAI
TOWN OF CARY �-
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
270
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 238+00 TO STA 246+80
0 1" Z, FILENAME OOC-25.dwg
SCALE AS NOTED
SHEET
C-25
FBI
C
IV
0
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAI
TOWN OF CARY �-
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
270
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 238+00 TO STA 246+80
0 1" Z, FILENAME OOC-25.dwg
SCALE AS NOTED
SHEET
C-25
FBI
C
IV
0

HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
PROJECT NUMBER
00234-191838-018
PRELIMINARY
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37
DEANNA'S DOWRY LLC
D.B. 13139, PG. 920
B.M. 2004, PG. 1409
P.I.N.: 0722.03-04-0381
0 U.S. HIGHWAY 64
APEX, NC 27523-9501
BILLING ADDRESS:
4000GREEN LEVEL WEST ROAD
EX, NC 27523-7507
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SEE DETAIL 04000.01/C-40 1
I
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HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
256+00 256+50 257+00 257+50 258+00 258+50 259+00 259+50 260+00 260+50 261+00 261+50 262+00 262+50 263+00 263+50
PROJECT MANAGER M. SHULTZ, PE ��
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
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WT -1194
290
TOWN OF CARY NORTH CAROLINA
7
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O2 RECONSTRUCT EXISTING DITCH AND RIP
RAP DISSIPATER PAD TO MATCH EXISTING
CONDITIONS.
O REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
O4 REMOVE WITHIN LIMITS OF UPE AND TICE.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 255+60 TO STA 263+60
0 1" 2" FILENAME OOC-27.dwg SHEET
SCALE AS NOTED C-27
FBI
C
IV
0

1
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3
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N.C.D.O.T. RIGHT OF WAY MAP 1� AT_ E STA 272+00 N FOR CONTINUATION_ SESHEET C-29
PROJECT NO. 8.T520904 AND 8.T520905 _
181 LF OF SILT FENCE DROP INLET D.B. 620, PG. 190, D.B. 621, PG. 596, D.B. I - - - -
SEE DETAIL RIM: 326.47' 628, PG. 1059, D.B. 628, PG. 1063, D.B. 663, % N
04 04000.01 /C-40 INV IN SOUTH : 320.32' PG. 753, D.B. 673, PG. 602, D.B. 674, PG. - - -
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- NCDOT RIGHT-OF-WAY AIR RELEASE O��' BOX CULVERT EDGE OF PAVEMENT
W VALVE MANHOLE TOP OF BOX CULVERT: 324.41' _ — o
= 30" RAW WATER 00 DIMENSIONS: 12'W X 14'H WATTLE, TYP m
LJ TRANSMISSION MAIN IIS US HIGHWAY 64 (EASTBOUND LANES)
W 18 CMP
BOTTOM OF BOX CULVERT: 310.43' / SEE DETAIL 1/C-42 180 LF OF 60" STEEL CASING PIPE
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OF AMERICA ,� / // \ � � 3433 U.S. HIGHWAY 64
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I
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_
DURHAM & SOUTH CAROLINA APEX,
P X, C 7523-8445 b
I 3501 U.S. HIGHWAY 64 N 725267 IPF
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APEX, IN 27523-8446 STATION 812+80.92 TO i E 2021089 3433 U.S. HIGHWAY 64 WEST
BILLING ADDRESS: i
3501 U.S. HIGHWAY 64 WEST 906+79.92 IF BLOW -OFF APEX, NC 27523-8445
APEX, NC 27523-8446 / D.B. 6660, PG. 194 STA 268+61
/ P.I.N.: 0711.02-98-6221 N 725267
0 U.S. HIGHWAY 64 E 2021082
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PROJECT MANAGER M. SHULTZ, PE ��
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
12
LIMITS OF DISTURBANCE. MEET
ALL NCDOT
REQUIREMENTS PER APPROVED
ENCROACHMENT AGREEMENT.
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
1°'
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WT -1194
TOWN OF CARY NORTH CAROLINA
7
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY PROGRESS ENERGY.
CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
PROGRESS ENERGY'S COSTS SHALL BE
PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
O2 INSTALL STEEL CASING PIPE USING
TRENCHLESS CONSTRUCTION METHODS IN
ACCORDANCE WITH THE CONTRACT
SPECIFICATIONS.
O3 ROTATE 45° FITTING TO PROVIDE 39°
HORIZONTAL DEFLECTION AND 22° VERTICAL
DEFLECTION.
O68 LF OF SILT FENCE.
SEE DETAIL 04000.01/C-40
O CHECK DAM (TYP.)
SEE DETAIL 04000.06/C-40
O252 LF OF SILT FENCE
SEE DETAIL 04000.01 /C-40
O SILT FENCE OUTLET (TYP.)
SEE DETAIL 04000.23/C-41
O GRAVEL & RIP RAP FILTER
BERM BASIN (TYP.)
SEE DETAIL 04000.04/C-40
O9 SEE SPECIFICATIONS FOR TIME
CONSTRAINTS AND SPECIAL REQUIREMENTS
FOR WORK NEAR THE AMERICAN TOBACCO
TRAI L.
10 WHEN USING DIP, ALL PIPE WITHIN THE
CASING PIPE SHALL BE RESTRAINED JOINT
PIPE. INSTALLATION MUST BE BY PULLING.
PUSHING OF DIP INTO CASING IS NOT
ALLOWED.
11
EXISTING 40' UPE ALONG 30"
RAW
WATERLINE.
12
LIMITS OF DISTURBANCE. MEET
ALL NCDOT
REQUIREMENTS PER APPROVED
ENCROACHMENT AGREEMENT.
13
DO NOT DISTURBE LIGHT POLE
OR GUY
WIRE.
14
REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
15
REMOVE WITHIN LIMITS OF UPE
AND TCE.
16
SIGN, DO NOT DISTURB.
42" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 263+60 TO STA 272+00
0 1" 2" FILENAME OOC-28.dwg SHEET
MOM
SCALE AS NOTED C-28
FBI
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0

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�� 20 RJ FITTING
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N 725599
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370
00
360 CV
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350 (n
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340 0
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Z
330
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290 290
3
42" 90° RJ FLITING
- 42" VALVE 19
42"x42" RJ TEE
STA 273+08
N 725602
E 2021254 CHECK DAM, TYP
`42" VALVE 19 SEE DETAIL
STA 273+19 04000.01 /C-40
MATCHLINE STA 272+00 - FOR CONTINUATION- SEE SHEET
C 28
0
r�
5
219 LF OF SILT FENCE
SEE DETAIL 04000.01/C-40
EASEMENT IS LIMITS
OF DISTURBANCE
1 ubJ, ANU U.I . bJU, FU. 'JUU
C
GREGORY CLIFTON GOODWIN AND
7
WIFE, CINDY AUSTIN GOODWIN
D.B. 2967, PG. 7650)
PF B.M. 1988, PG. 508 I C4
IPFQ- P.I.N.: 0722.01-15-7782
Ld 0 U.S. HIGHWAY 64 U
APEX, NC 27523-0000
BILLING ADDRESS:
10RR2 BOX 153 I W
MORGANTOWN, WV 26505-9862
IP IPF
US HIGHWAY 64 (EASTBOUND LANES)
R/W---- --- ---
PP PHYLLIS L. WAGNER
D.B. 2381, PG. 589
B.M. 2014, PG. 440
B.M. 1992, PG. 1523
P.I.N.: 0722.01 —15-6286
DROP INLET
TCE = TCE — — TCE — IW
---UOE---UPE_ U
Inn
Z
- - O
Z
----- ,
ry
---- 0
SII I
37 O-0011 t
+
100
' C4
56'
2.31' H
�- 205 LF OF SILT FENCE W
SEE DETAIL 04000.01/C-40 I Z
PERMANLiA l Ur�AiivAU't I J
2
EASEMENT U
D.B. 5785, PG. 433 Q
N.C.D.O.T. RIGHT OF WAY MAP
PROJECT NO. 83520904 AND
83520905
Rill!
--------�
--- R/W-- --- ---
42
PHILLIP
EUGENE RUSSELL &
WIFE, JEANNE
YOUNG RUSSELL
D.B.
4330, PG. 331
B.M.
1988, PG. 508
P.I.N.:
0722.01 -16-8013
3416
U.S. HIGHWAY -64
0
r�
5
219 LF OF SILT FENCE
SEE DETAIL 04000.01/C-40
EASEMENT IS LIMITS
OF DISTURBANCE
1 ubJ, ANU U.I . bJU, FU. 'JUU
C
GREGORY CLIFTON GOODWIN AND
7
WIFE, CINDY AUSTIN GOODWIN
D.B. 2967, PG. 7650)
PF B.M. 1988, PG. 508 I C4
IPFQ- P.I.N.: 0722.01-15-7782
Ld 0 U.S. HIGHWAY 64 U
APEX, NC 27523-0000
BILLING ADDRESS:
10RR2 BOX 153 I W
MORGANTOWN, WV 26505-9862
IP IPF
US HIGHWAY 64 (EASTBOUND LANES)
R/W---- --- ---
PP PHYLLIS L. WAGNER
D.B. 2381, PG. 589
B.M. 2014, PG. 440
B.M. 1992, PG. 1523
P.I.N.: 0722.01 —15-6286
DROP INLET
TCE = TCE — — TCE — IW
---UOE---UPE_ U
Inn
Z
- - O
Z
----- ,
ry
---- 0
SII I
37 O-0011 t
+
100
' C4
56'
2.31' H
�- 205 LF OF SILT FENCE W
SEE DETAIL 04000.01/C-40 I Z
PERMANLiA l Ur�AiivAU't I J
2
EASEMENT U
D.B. 5785, PG. 433 Q
N.C.D.O.T. RIGHT OF WAY MAP
PROJECT NO. 83520904 AND
83520905
Rill!
--------�
--- R/W-- --- ---
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
272+50 273+00 273+50 274+00 274+50
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
o'
U U U
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
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48" RAW WATER TRANSMISSION MAIN
I
I �
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180 LF OF 60" STEEL CASING PIPE 8 16
OO
ALL PIPE SHALL BE NSTALLED ON A POSITIVE SLOPE
I
I
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
272+50 273+00 273+50 274+00 274+50
275+00 275+50 276+00
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
276+50 277+00 277+50
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
278+00 278+50 279+00 279+50 280+00
TOWN OF CARY
—pgn
NORTH CAROLINA
370
Cn
N 360
U
Ld2
(n 350
LdW
Z
0 340
a
Z
Z
0 330
U
0
LL -
P0
0
00
CV 310
H
N
W
Z 300
J
2
U
290
I�
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS AND
RAVENEL DURING THE WINTER OF 2013, ALL
COORDINATES ARE TIED TO THE NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM (NAD83 FEET).
POINTS HAVE NOT BEEN REDUCED TO GRID
COORDINATES. COORDINATE ELEVATION DATUM IS
NGVD29.
KEY NOTES:
O AS NECESSARY, POWER POLE SHALL BE SUPPORTED
AND GUY WIRE SHALL BE RELOCATED BY PROGRESS
ENERGY. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING. PROGRESS
ENERGY'S COSTS SHALL BE PAID BY ALLOWANCE ITEM
IN BID. CONTRACTOR'S COSTS SHALL BE INCIDENTAL.
O BOX CULVERT
TOP OF BOX CULVERT: 325.32'
DIMENSIONS: 12'W X 14'H
BOTTOM OF BOX CULVERT: 311.35'
O3 45' UPE.
O4 LIMITS OF DISTURBANCE.
O EXISTING 30" RAW WATER TRANSMISSION MAIN.
O EXISTING 42" RAW WATER TRANSMISSION MAIN.
O7 SEE SHEET C-36 FOR ENLARGED PLAN AND PROFILE.
O8 INSTALL STEEL CASING PIPE USING TRENCHLESS
CONSTRUCTION METHODS IN ACCORDANCE WITH THE
CONTRACT SPECIFICATIONS.
O9 20'x40' BORE PIT.
10 SILT FENCE OUTLET (TYP.)
SEE DETAIL 04000.06/C-41
11 344 LF OF SILT FENCE
SEE DETAIL 04000.01 /C-40
12 110 LF OF SILT FENCE
SEE DETAIL 04000.01 /C-40
D13 68 LF OF SILT FENCE
SEE DETAIL 04000.01 /C-40
14 TEMPORARY FABRIC DROP INLET PROTECTION (TYP.)
SEE DETAIL 1 /C-41
15 SEE SPECIFICATIONS FOR TIME CONSTRAINTS AND
SPECIAL REQUIREMENTS FOR WORK NEAR THE
AMERICAN TOBACCO TRAIL.
16 WHEN USING DIP, ALL PIPE WITHIN THE CASING PIPE
SHALL BE RESTRAINED JOINT PIPE. INSTALLATION MUST
BE BY PULLING. PUSHING OF DIP INTO CASING IS NOT
ALLOWED.
17 TOWN OF CARY, NORTH CAROLINA
D.B. 5970, PG. 462
P.I.N.: 0722.01-16-6722
3434 U.S. HIGHWAY 64 41
APEX, NC 27523-9697
BILLING ADDRESS:
PO BOX 1147
CARY, NC 27512-1147
18 REPAIR FENCE BACK TO ORIGINAL CONDITION IF
DISTURBED.
19 INSTALL LOCATOR POST AT ALL VALVE BOXES.
20 PATRICK V. PISANO AND
WIFE, VICTORIA G. PISANO
D.B. 4089, PG. 922
D.B. 2945, PG. 922
B.M. 1984, PG. 1628
P.I.N.: 0722.01-15-0678
3502 U.S. HIGHWAY 64
APEX, NC 27523-9698
BILLING ADDRESS:
2012 COUNTRYWOOD NORTH ROAD
RALEIGH, NC 27615-1101
42"/48" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 272+00 TO STA 280+40
0 1" 2" FILENAME OOC-29.dwg SHEET
SCALE AS NOTED C-29
FBI
C
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
275+00 275+50 276+00
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
276+50 277+00 277+50
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
278+00 278+50 279+00 279+50 280+00
TOWN OF CARY
—pgn
NORTH CAROLINA
370
Cn
N 360
U
Ld2
(n 350
LdW
Z
0 340
a
Z
Z
0 330
U
0
LL -
P0
0
00
CV 310
H
N
W
Z 300
J
2
U
290
I�
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS AND
RAVENEL DURING THE WINTER OF 2013, ALL
COORDINATES ARE TIED TO THE NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM (NAD83 FEET).
POINTS HAVE NOT BEEN REDUCED TO GRID
COORDINATES. COORDINATE ELEVATION DATUM IS
NGVD29.
KEY NOTES:
O AS NECESSARY, POWER POLE SHALL BE SUPPORTED
AND GUY WIRE SHALL BE RELOCATED BY PROGRESS
ENERGY. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING. PROGRESS
ENERGY'S COSTS SHALL BE PAID BY ALLOWANCE ITEM
IN BID. CONTRACTOR'S COSTS SHALL BE INCIDENTAL.
O BOX CULVERT
TOP OF BOX CULVERT: 325.32'
DIMENSIONS: 12'W X 14'H
BOTTOM OF BOX CULVERT: 311.35'
O3 45' UPE.
O4 LIMITS OF DISTURBANCE.
O EXISTING 30" RAW WATER TRANSMISSION MAIN.
O EXISTING 42" RAW WATER TRANSMISSION MAIN.
O7 SEE SHEET C-36 FOR ENLARGED PLAN AND PROFILE.
O8 INSTALL STEEL CASING PIPE USING TRENCHLESS
CONSTRUCTION METHODS IN ACCORDANCE WITH THE
CONTRACT SPECIFICATIONS.
O9 20'x40' BORE PIT.
10 SILT FENCE OUTLET (TYP.)
SEE DETAIL 04000.06/C-41
11 344 LF OF SILT FENCE
SEE DETAIL 04000.01 /C-40
12 110 LF OF SILT FENCE
SEE DETAIL 04000.01 /C-40
D13 68 LF OF SILT FENCE
SEE DETAIL 04000.01 /C-40
14 TEMPORARY FABRIC DROP INLET PROTECTION (TYP.)
SEE DETAIL 1 /C-41
15 SEE SPECIFICATIONS FOR TIME CONSTRAINTS AND
SPECIAL REQUIREMENTS FOR WORK NEAR THE
AMERICAN TOBACCO TRAIL.
16 WHEN USING DIP, ALL PIPE WITHIN THE CASING PIPE
SHALL BE RESTRAINED JOINT PIPE. INSTALLATION MUST
BE BY PULLING. PUSHING OF DIP INTO CASING IS NOT
ALLOWED.
17 TOWN OF CARY, NORTH CAROLINA
D.B. 5970, PG. 462
P.I.N.: 0722.01-16-6722
3434 U.S. HIGHWAY 64 41
APEX, NC 27523-9697
BILLING ADDRESS:
PO BOX 1147
CARY, NC 27512-1147
18 REPAIR FENCE BACK TO ORIGINAL CONDITION IF
DISTURBED.
19 INSTALL LOCATOR POST AT ALL VALVE BOXES.
20 PATRICK V. PISANO AND
WIFE, VICTORIA G. PISANO
D.B. 4089, PG. 922
D.B. 2945, PG. 922
B.M. 1984, PG. 1628
P.I.N.: 0722.01-15-0678
3502 U.S. HIGHWAY 64
APEX, NC 27523-9698
BILLING ADDRESS:
2012 COUNTRYWOOD NORTH ROAD
RALEIGH, NC 27615-1101
42"/48" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 272+00 TO STA 280+40
0 1" 2" FILENAME OOC-29.dwg SHEET
SCALE AS NOTED C-29
FBI
C

1 1 2
II
P/
C//
V 72 LF OF SILT FENCE
SEE DETAIL 04000.01/C-40
3
AIR VALVE VAULT
STA 282+02
N 725712
E 2022141
184 LF OF SILT FENCE
SEE DETAIL 04000.01/C-40
2
5
OVERHEAD POWER CONSTRUCTION ENTRANCE
PHILLIP EUGENE RUSSELL & O (TRANSMISSION) SEE DETAIL 04000.07/C-40
WIFE, JEANNE YOUNG RUSSELL
D.B. 4330, PG. 331
B.M. 1988, PG. 508 LIMIT OF
P.I.N.: 0722.01-16-8013 PROGRESS ENERGY ,
3416 U.S. HIGHWAY 64 70' RIGHT-OF-WAY /
APEX, NC 27523-9697 ,
BILLING ADDRESS
7
130 WESTRIDGE LANE SNE PG gg0��' / 7
cj C �`' 4' WOVEN EASEMENT IS LIMITS BOONE, NC 28607-3656 ERGS �15�� ��0�1�2, PG 55• n�
O F, EASEMENT IS EN �E� og. Y° �55� 6g2' '(GE CP
WIRE FENCE OF DISTURBANCE LIMITS OF DISTURBANCE 42 ES EN �� 25°�5• og PG 6�, / / c�
�, ?,?,()G\GRE PG. ,�°0 , � �8,° ;RAN' P' 652 Q�`� •(CE k
O p \ PROVIDE 48 RAW WATER 1c; 1 - 9'&bl PGog
TRANSMISSION MAIN NG. / 00
>, PP 502' o g' og ' 6 G �� �G k
67p 48 45° RJ FITTING G. 2 00, ��
Q � `ter,•. � � P �0
�� \ 0 \ c h 43 STA 284+04 gs ' G• ° 62,
0 v F \ N 725804 og 9961'
��2' e 1 R, 6a2 96$2 8��6 /
XX
E 2022301 og o�G fib. R�,P R\-O,P- �CI�
AGE
G.
NO R
OVERHEAD POWER�O
(TRANSMISSION)
pF \ / �C \ TC w /� _ .AGE / /
PP\\�'\E� 00 .SCE/ VPE �� F\ ��' ' / � / /4t
\� / 2a�
15" RCP
INV: 325.57'
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360 1
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'/G' \ ; �\ ���\� \ \ /� o \ �� \. 6k00/ /v / �s OF DISTURBANCE �O /Ln
15" RCP vl'L \ �- ��� \ - - 10 -- 285 / 2$Q� •(t;� '� Oh �'S
ENV: 325.31 q (� 6 ��� �� <v / �' Q
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p2�' A 8rS'° J � ������\_�y --- --ice STA 285+39 42
& 6 c 10, s9 OgOs �\� \ i \ N 725821
90 p 3 0 6 0 E 2022435
- - PROPERTY LINE
900 66 DROP INS \ \ \\ ` \��\ ' � IPF �
R►M: 322.32\ OVERHEAD POWER
INV OUT: 319.56'-
\ ONE B-56 - (DISTRIBUTION)
DROP INLET Oy \
RIM: 322.98' � F
INV IN: 318.98' TEMPORARY RIC \
ROP INLET PRO TION, P R
INV OUT: 318.93' S ETAIL 1 /C-41 \� PP
281+00 281+50 282+00 282+50 283+00 283+50 284+00 284+50 285+00 285+50 286+00 286+50 287+00 287+50 288+00 288+50 289+00
PROJECT MANAGER M. SHULTZ, PE-�
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
I �Ip�Ln 1RAW WATERTRANSMISSIONPARALLEL PIPELINEWT-1 194
TOWN OF CARY
NORTH CAROLINA
I
360
U
Lv
2
N 350
Lv
Lv
U)
Z
O 340
Q
Z
Z
O 330
U
w
O
Ll -
0
04
O
00
CV 310
F-
V) V)
Lv
Z 300
J
U
290
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 WITHIN THE LIMITS OF DISTURBANCE
INSTALL CONSTRUCTION FENCE ALONG A
25' RADIUS OFF THE TRANSMISSION MAIN
POWER POLE. NO EQUIPMENT, MATERIALS,
OR DISTURBANCE WITHIN 25' OF ANY
TRANSMISSION POLE IS ALLOWED.
O2 COMPLY WITH ALL REQUIREMENTS AND
GUIDELINES FOR WORKING NEAR THE
OVERHEAD POWER TRANSMISSION LINE.
O3 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
O PHILLIP EUGENE RUSSELL &
WIFE, JEANNE YOUNG RUSSELL
D.B. 6199, PG. 67
P.I.N.: 0722.01-25-2753 43
0 U.S. HIGHWAY 64
APEX, NC 27523-0000
BILLING ADDRESS:
130 WESTRIDGE LANE
BOONE, NC 28607-3656
48" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 280+40 TO STA 289+20
0 1" Z, FILENAME OOC-30.dwg SHEET
SCALE AS NOTED C-30
FBI
C
IV
0
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
I �Ip�Ln 1RAW WATERTRANSMISSIONPARALLEL PIPELINEWT-1 194
TOWN OF CARY
NORTH CAROLINA
I
360
U
Lv
2
N 350
Lv
Lv
U)
Z
O 340
Q
Z
Z
O 330
U
w
O
Ll -
0
04
O
00
CV 310
F-
V) V)
Lv
Z 300
J
U
290
N
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O1 WITHIN THE LIMITS OF DISTURBANCE
INSTALL CONSTRUCTION FENCE ALONG A
25' RADIUS OFF THE TRANSMISSION MAIN
POWER POLE. NO EQUIPMENT, MATERIALS,
OR DISTURBANCE WITHIN 25' OF ANY
TRANSMISSION POLE IS ALLOWED.
O2 COMPLY WITH ALL REQUIREMENTS AND
GUIDELINES FOR WORKING NEAR THE
OVERHEAD POWER TRANSMISSION LINE.
O3 REPAIR FENCE BACK TO ORIGINAL
CONDITION IF DISTURBED.
O PHILLIP EUGENE RUSSELL &
WIFE, JEANNE YOUNG RUSSELL
D.B. 6199, PG. 67
P.I.N.: 0722.01-25-2753 43
0 U.S. HIGHWAY 64
APEX, NC 27523-0000
BILLING ADDRESS:
130 WESTRIDGE LANE
BOONE, NC 28607-3656
48" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 280+40 TO STA 289+20
0 1" Z, FILENAME OOC-30.dwg SHEET
SCALE AS NOTED C-30
FBI
C
IV
0

O �A '
-OVERHEAD POWER,'
(DISTRIBUTION)
rOGv) STEPHENS ROAD PARTNERS, LLC
Ld D.B. 15784, PG. 1929
B.M. 2014, PG. 1252
(n Cj�PQ p905 P.I.N.: 0722.01 -36-1604 LIMIT OF PROGRESS ENERGY
W G' 52 3232 U.S. HIGHWAY 64 70' RIGHT-OF-WAY
LL.I l` G Rd SPO `b� CNSTRUCTION ENTRANCE APEX, NC 27523-8441
5 I 6
%o
DEUTSCHE BANK TRUST COMPANY
AMERICAS /
D.B. 14572, PG. 1486 U
\ P.I.N.: 0722.01 -26-8940/ /
1425 GOODWIN ROAD W
APEX, NC 27523-6782
PROPERTY LINE BILLING ADDRESS: (
PO BOX 8300
<'\1100 VIRGINIA DRIVE ,Q\ W
FRRT WASHINGTON, P,,/ N
BILLING ADDRESS: 19034-3204 93 LF OF DOUBLE
U) 15 CMP P` ��,� pF P� ' SEE DETAIL 04000.07/C-40 70' PROGRESS ENERGY R/w \ ROW SILT FENCE Z
INV: 331.71' w\ �O Q�% �� ' 150 TOWERVIEW COURT AIR VALVE VAULT O APEX U.S. 1 — GREEN LEVEL 115KV LINE
O l ,A' \\'` 60 ��G �p9 EASEMENT IS LIMITS CARY, NC 27513-3595 STA 293+01 OVERHEAD POWER D.B.D.B10172 , PG 1000 D B 101872, PG. 15 05; D B. 110172, PG. 1014; SEE DETAIL 04000.01/C-40 O
OQV` �0� OF DISTURBANCE 44 N 726448 (TRANSMISSION) D.B. 10562, PG. 1409; AND D.B. 11718, PG. 1558 / Q
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STEPHENS ROAD PARTNERS, LLC WETLAND AREA "H" U
LO D.B. 15784, PG. 1929 EASEMENT IS LIMITS Q
B.M. 2014, PG. 1252 OF DISTURBANCE
P.I.N.: 0722.01 -36-1604
3232 U.S. HIGHWAY 64
APEX, NC 27523-8441 SILT FENCE OUTLET, TYP
BILLING ADDRESS: SEE DETAIL 04000.23/C-41
150 TOWERVIEW COURT
CARY, NC 27513-3595 /
289+50 290+00 290+50 291+00 291+50 292+00 292+50 293+00 293+50 294+00 294+50 295+00 295+50 296+00 296+50 297+00 297+50 298+00 298+50
PROJECT MANAGER M. SHULTZ, PE P--�
N RTH CA
Py
G
oa 8
TOWN OF CARY
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
N
I
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GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O INSTALL DOUBLE ROW SILT FENCE AS
SHOWN ON PLANS. REMOVE AND REPLACE
SILT FENCE AS NEEDED TO INSTALL PIPE.
EROSION CONTROL MEASURES REMOVED TO
INSTALL PIPE MUST BE REINSTALLED
AND/OR REPAIRED AT THE END OF EACH
DAY AND BEFORE EACH RAIN EVENT.
OWITHIN THE LIMITS OF DISTURBANCE
INSTALL CONSTRUCTION FENCE ALONG A
25' RADIUS OFF THE TRANSMISSION MAIN
POWER POLE. NO EQUIPMENT, MATERIALS,
OR DISTURBANCE WITHIN 25' OF ANY
TRANSMISSION POLE IS ALLOWED.
OCOMPLY WITH ALL REQUIREMENTS AND
GUIDELINES FOR WORKING NEAR THE
OVERHEAD POWER TRANSMISSION LINE.
48" RAW WATER TRANSMISSION MAIN
STA 289+20 TO STA 298+60
0 1" Z, FILENAME 00C-31.dwg
SCALE AS NOTED
SHEET
C-31
FBI
C
IV
0
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
N
I
360
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10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O INSTALL DOUBLE ROW SILT FENCE AS
SHOWN ON PLANS. REMOVE AND REPLACE
SILT FENCE AS NEEDED TO INSTALL PIPE.
EROSION CONTROL MEASURES REMOVED TO
INSTALL PIPE MUST BE REINSTALLED
AND/OR REPAIRED AT THE END OF EACH
DAY AND BEFORE EACH RAIN EVENT.
OWITHIN THE LIMITS OF DISTURBANCE
INSTALL CONSTRUCTION FENCE ALONG A
25' RADIUS OFF THE TRANSMISSION MAIN
POWER POLE. NO EQUIPMENT, MATERIALS,
OR DISTURBANCE WITHIN 25' OF ANY
TRANSMISSION POLE IS ALLOWED.
OCOMPLY WITH ALL REQUIREMENTS AND
GUIDELINES FOR WORKING NEAR THE
OVERHEAD POWER TRANSMISSION LINE.
48" RAW WATER TRANSMISSION MAIN
STA 289+20 TO STA 298+60
0 1" Z, FILENAME 00C-31.dwg
SCALE AS NOTED
SHEET
C-31
FBI
C
IV
0

1
F
3
515 LF OF DOUBLE
ROW SILT FENCE
SEE DETAIL 04000.01/C-40
LIMIT OF
M PROGRESS ENERGY
70' RIGHT-OF-WAY
M
SILT FENCE OUTLET, TYP
SEE DETAIL 04000.23/C-41
OWETLAND AREA "J"
3
OVERHEAD POWER
(TRANSMISSION)
5
R
7
m
46
DUKE ENERGY PROGRESS, INC.
D.B. 15289, PG. 2437
D.B. 10946, PG. 1243
48" 45` RJ FITTING P.I.N.: 0722.01 -38-5057
STA 306+42 CAROLINA POWER & LIGHT
N 727636 COMPANY MAP ENTITLED "MAP OF
E 2023355
LAND AND EASEMENT TO BE
ACQUIRED FROM JEFFERS FAMILY
LIMITED PARTNERSHIP AND TOWN
OF CARY, et al"
EASEMENT IS LIMITS �r'�, N� ; "�"' _/S� \ DATED MARCH 10, 1998
STEPHENS ROAD PARTNERS, LLC OF DISTURBANCE 0 �� 1 " r�k0� \ DRAWING NO. L -D-9325
Z' D.B. 15784, PG. 1929 n� ONS �' �' "" 1324 WIMBERLY ROAD SBSTA
B.M. 2014, PG. 1252 - \ �" - APEX, NC 27523-6772
P.I.N.: 0722.01-36-1604 - ', \ t^ BILLING ADDRESS:
4J 3232 U.S. HIGHWAY 64 ,= ' ' 0� �� 5 ' ivQ� AGE /-o \ oma\ `c" vP 550 SOUTH TRYON STREET
Ljj PROPERTY LINE 0 SF F
APEX, NC 27523-8441 �� CHARLOTTE, NC 28202-4200
p E / \ o\
D.B. gg APEX D FROG BILLING ADDRESS:
' f'i//��� r48" 45` \ EASEMENT IS LIMITS
D. 101 87' PC• 25p S.
1 - GRES ENERGY 150 TOWERVIEW COURT P OF DISTURBANCE
O L - - & D.
PG.101p00,'988 ECNLEVEL R/KV CARY, NC 27513-3595 // E dt RJ FITTING \ \
CP L B• 56 D.B.D 1017 PG. 25p7� 15 LINE / J / — �, �� STA 306+32 \ \\ \
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—� TFE_�G� A' �i• // � i i PROPERTY LINE
(10 SUPE \� _ _ _ _ _ _ _ 2 ' Q � / PROVIDE 48" RAW WATER iP 'i OO
+� � - - -' � � \ � � V ;' � TRANSMISSION MAIN �
UPE - UP 30 00
TCE LAND AREA,„I„
N TC i�� UPE �0 / /EASEMENT IS LIMITS
E -” TCE UPE 3p7+ J // OF DISTURBANCE
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� ,Q TCE WOOpS�_. E ��\ 8 LF/OF/DOUB�LE ROW SILT FENCE i
/ TCE � � \� E / \ / STEVEN BRADLEY WILKINS AND
z' �� - - _ 45 TC \ �(GE \ SE`E D�TAII /04000.01 /C-40 WIFE, KATHRYN JEAN WILKINS /
j i \ \ STEVEI�7- 6--WILKIf�I�KINS\
E AND TCi\ �\ \ \ �-� D.B. 4988,
PG. 366
_ ~ WIFE, KATHRYN \ \ \ P.I.N.. 0722.01 -37-8473
�1 48 22-1/2` RJ FITTING \ 3212 U.S. HIGHWAY 64
--D-2_d491, PG 954\ \ \
'STA 301+51
Q _ B.M. 1985,\PG\�62\ \ \ \ N 727148 \APEX, NC 27523-8441
B. vLl. 1981, RG. 72 \ E 2023351 \ BILLING ADDRESS:
P.I.N.: x72-2 01-\36-4709 =\_10U.S. HIGHWAY 64 WEST
3228 U.S. HIGHWAY 64 48" 11-1/4" RJ FITTING f <-X, NC 27523-8441
APEX, NC 27523-8441 STA 301+43 \
BILLING ADDRESS: N 727140 \
3228 U.S. HIGHWAY 64 WEST E 2023348
APEX, NC 27523-8441 \
V_
350 M
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340 N
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299+00 299+50 300+00 300+50 301+00 301+50 302+00 302+50 303+00 303+50 304+00 304+50 305+00 305+50 306+00 306+50 307+00 307+50
PROJECT MANAGER M. SHULTZ, PE g�-�
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
TRANSMISSION
$ PARALLEL PIPELINE
WT -1194
TOWN OF CARY NORTH CAROLINA
350
U
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Ld
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Q
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J
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F-
W -0 W-0
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O INSTALL DOUBLE ROW SILT FENCE AS
SHOWN ON PLANS. REMOVE AND REPLACE
SILT FENCE AS NEEDED TO INSTALL PIPE.
EROSION CONTROL MEASURES REMOVED TO
INSTALL PIPE MUST BE REINSTALLED
AND/OR REPAIRED AT THE END OF EACH P
DAY AND BEFORE EACH RAIN EVENT.
OWITHIN THE LIMITS OF DISTURBANCE
INSTALL CONSTRUCTION FENCE ALONG A
25' RADIUS OFF THE TRANSMISSION MAIN
POWER POLE. NO EQUIPMENT, MATERIALS,
OR DISTURBANCE WITHIN 25' OF ANY
TRANSMISSION POLE IS ALLOWED.
OCOMPLY WITH ALL REQUIREMENTS AND
GUIDELINES FOR WORKING NEAR THE
OVERHEAD POWER TRANSMISSION LINE.
48" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 298+60 TO STA 308+00
0 1" 2" FILENAME OOC-32.dwg SHEET
SCALE AS NOTED C-32
FBI
C
IV
0
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
TRANSMISSION
$ PARALLEL PIPELINE
WT -1194
TOWN OF CARY NORTH CAROLINA
350
U
L
Ld
U) 340
Ld
Ld
V)
Z
O 330
Q
Z
H
Z
O 320
U
tY
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H
N
Ld
Z 290
J
U
F-
W -0 W-0
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NGVD29.
KEY NOTES:
O INSTALL DOUBLE ROW SILT FENCE AS
SHOWN ON PLANS. REMOVE AND REPLACE
SILT FENCE AS NEEDED TO INSTALL PIPE.
EROSION CONTROL MEASURES REMOVED TO
INSTALL PIPE MUST BE REINSTALLED
AND/OR REPAIRED AT THE END OF EACH P
DAY AND BEFORE EACH RAIN EVENT.
OWITHIN THE LIMITS OF DISTURBANCE
INSTALL CONSTRUCTION FENCE ALONG A
25' RADIUS OFF THE TRANSMISSION MAIN
POWER POLE. NO EQUIPMENT, MATERIALS,
OR DISTURBANCE WITHIN 25' OF ANY
TRANSMISSION POLE IS ALLOWED.
OCOMPLY WITH ALL REQUIREMENTS AND
GUIDELINES FOR WORKING NEAR THE
OVERHEAD POWER TRANSMISSION LINE.
48" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 298+60 TO STA 308+00
0 1" 2" FILENAME OOC-32.dwg SHEET
SCALE AS NOTED C-32
FBI
C
IV
0

59
V /
/ AIR VALVE VAULT
STA 309+11
N 727637
00 pF� E 2023624
/ I I 349 LF OF SILT FENCE
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09
O rCF v 00 doF/
5 6 7
SILT FENCE OUTLET, TYP
SEE DETAIL 04000.23/C-41
387 LF OF SILT FENCE \ ��
SEE DETAIL 04000.01/C-40 \
DUKE ENERGY PROGRESS, INC.
D.B. 15289, PG. 2437 -9
46 D.B. 10946, PG. 1243
P.I.N.. 0722.01 —38-5057 — — V-71
J
CAROLINA POWER & LIGHT — —
COMPANY MAP ENTITLED "MAP OFi
LAND AND EASEMENT TO BE
ACQUIRED FROM JEFFERS FAMILY ____28
Vv ,
LIMITED PARTNERSHIP AND TOWN
OF CARY, et al" 2— — ——
DATED MARCH 10, 1998
DRAWING NO. L—D-9325
\ p 1324 WIMBERLY ROAD SBSTA— — — — — —
/ / // / /// // // "� PROVIDE 48" RAW APEX, NC 27523-671 — — — — _
WATER TRANSMISSION MAIN BILLING ADDRESS _ �/\ 7 i kp4� \ \� i ►1 1 �Cp
w 550 SOUTH
OO / / / — — — — \ �\ \a �pFF� {�I �'�FI/ % / •(�/`�7�/ �/ / rpF \/`��c / /// /1 / 1I //Ij //// /I l / �1/� ��/ / l / I TRE -ET—
C 28202 4242CHARLOTTE
TEASEMENT IS LIMITS
1I II1 lIC�OF DISTURBANCEQ I I l
�lII II,I IIr N�
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1 I bl 1111 I ��
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/ / / `� ,<� _ ��'°� I I 1 �/ � � � � ' � � `�� � � �
PROPERTY LINE / / / / / /F 1`v 1 f I p i_
c / / / / / / % /\ \ Xb ,� / / / — —� i „ j i ��^ �Q6 —�•�G� — — /� \ \ \ 1 1 \ 1 1 1 1 117131983II 'ACRES
_ \ \ 1 1 ' E`X6LUSIVE OF R/W AREA)
STEVEN BRADLEY WILKINS AND\ I �� _►_ , Ap — — — — \ \ \ \ 1 1 1 1 \ 1 TOWN OF CARY
v WIFE, KATHRYN JEAN WILKINS i / /�r �l I / /`� _ 60 / -- \ 1 1 1
D.B. 4988, PG. 366 / '� rE ) �v / //moi �j 48" TRIPLE OAK` \ \ \ \ ' D.B. 3987, PG. 252 C�
V / / I \�DF`� i �� ����------ \ \ \ TOWN OF APEX
P.I.N.: 0722.01 —37-8473
3212 U.S. HIGHWAY 64 / �/liJ �,,1 / �� ��Q — — — — — \ '3� INTERESTS AS TENANT
1 \ \ 'G �� �/� — — — \ \ 92 LF OF IN COMMON
APEX, NC 27523-8441 ( I I I 1 ,, /
�i
BILLING ADDRESS: � ) /�/ Tj � � AO/ i � � � i ��� — — — � � �`• � SILT FENCE D.B. 4409, PG. 746
t� / �C ` / SEE DETAIL B.M. 1987, PG. 516
3228 U.S. HIGHWAY 64 WEST F
APEX, NC 27523-8441
�( 04000.01 /C-40 P.I.N.: 0722.01 —48-4517
XIA ANG SOUSE 1400 WIMBERLY ROAD
WOODS— AN QU '-p APEX, NC 27523-9660
48" 45° \ / / �� �� — — — �� BILLING ADDRESS:
LOT 3
RJ FITTING ��� / / ��� DAB. 15572, PG. 1679
PO BOX 8005
48" 1 1 —1 /4° RJ FITTING B.M. 1995, PG. 133 CARY NC 27512-8005
�� /
STA 312+25 � / /� � � � � �
N 727639"'"�j\ /� j \� i STA 312+31 / 3.M. 1986, PG. 1 187
E 2023937 ',� , N 727643 B.M. 1986, PG. 319 \
E 2023941 �Q P.I.N.: 0722.01-47-1690
/ 7529 CREEKBIRD ROAD
/ APEX, NC 27523-8463
\ / BILLING ADDRESS:
200 RICHELIEU DRIVE
/ CARY, NC 27518-8635
N
340
U
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330 (
W
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Z
320 O
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1
1101161
O
O
00
O
290 n
W
280 Z
J
2
U
a
270
308+50
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
309+00 309+50 310+00 310+50 311+00 311+50 312+00 312+50
PROJECT MANAGER M. SHULTZ, PE
313+00 313+50
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
314+00 314+50 315+00 315+50
316+00
340
330
320
310
300
290
:•
270
RAW WATER
TRANSMISSION
e PARALLEL PIPELINE
WT -1194
TOWN OF CARY NORTH CAROLINA
Z
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NAVD88.
KEY NOTES:
\ INSTALL CHECK DAM ACROSS WIDTH OF
DITCH. SEE DETAIL 04000.06/C-40.
48" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 308+00 TO STA 316+00
0 1" 2" FILENAME OOC-33.dwg SHEET
SCALE AS NOTED C-33
C
19
0
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015 95% SUBMITTAL
- 03/2015 90% SUBMITTAL
- 06/2014 75% SUBMITTAL
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT NUMBER
00234-191838-018
313+00 313+50
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
314+00 314+50 315+00 315+50
316+00
340
330
320
310
300
290
:•
270
RAW WATER
TRANSMISSION
e PARALLEL PIPELINE
WT -1194
TOWN OF CARY NORTH CAROLINA
Z
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NAVD88.
KEY NOTES:
\ INSTALL CHECK DAM ACROSS WIDTH OF
DITCH. SEE DETAIL 04000.06/C-40.
48" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 308+00 TO STA 316+00
0 1" 2" FILENAME OOC-33.dwg SHEET
SCALE AS NOTED C-33
C
19
0

1 1 2 1 3 I 4 I 5 I 6
215 LF OF SILT FENCE\�
y SEE DETAIL 04000.01/C-40
CA
Vii/
eQ
BLOW
KA
EN 72E
2 0-2
/4 LF )OF SILT FENCE\
#R DETAIL 040/0.01 /C-4
LAA //
—� LIMIT OF
PROGRESS ENERGY
70' RIGHT-OF-WAY �
OVERHEAD
POWER
(TRANSMISSION)
320
310
300
290
270
260
250
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
W
G
t
■■
T
C4!
►4
162 LF OF SILT,NGEj
/ /SEE/ DEf4,10fi/,C
IN COMMON
PP � otic D.B. 4409, PG. 746
\ B.M. 1987, PG. 516
P.I.N.: 0722.01-48-4517
1400 WIMBERLY ROAD
APEX, NC 27523-9660
\ BILLING ADDRESS:
PO BOX 8005
b4RY, NC 27512-8005
RESIDUALS
EQUALIZATIO �/
BAS I N
5 JCHAIN LINA FENCE / / ow \\
00
REMOVE 48"'PL.' II( ���• \ \ \ \ �\
�\\
AND CONNECT TO / —�� "\�\\ZeB.
48' RAW WATERLINE �� ��\�� �� `'9,
BY OTHERS _289 \- — \
STA 322+19 _ / — —
J
N 728312 \�--' /— —---29293_
E 20245812g4-
316+50 317+00 317+50 318+00 318+50 319+00 319+50
PROJECT MANAGER M. SHULTZ, PE
320+00 320+50
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
321 +00 321+50 322+00
322+50
320
310
300
290
280
270
260
250
I p�luRAW WATERTRANSMISSION
11
lel /
PARALLEL PIPELINE
194
TOWN OF CARY
NORTH CAROLINA
7
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NAVD88.
KEY NOTES:
OEROSION CONTROL AT STREAM CROSSINGS.
SEE DETAIL 2/C-41.
OTEMPORARY DIVERSION DITCH (TYP.)
SEE DETAIL 04000.09/C-42.
OINSTALL "CULVERT" STYLE STANDARD
TEMPORARY STREAM CROSSING PER DETAIL
04000.11/C-41. FOLLOWING CONSTRUCTION
INSTALL PERMANENT "FORD" STYLE
STANDARD TEMPORARY STREAM CROSSING
PER DETAIL 04000.11/C-41.
O EXISTING PLUG IS A 48" FRE DISHED
PLUG. EXISTING PIPE IS 48" CLASS 150
D.I. WITH FR BELL END.
O COMPLY WITH ALL REQUIREMENTS AND
GUIDELINES FOR WORKING NEAR THE
OVERHEAD POWER TRANSMISSION LINE.
O DO NOT CONNECT INTO THE EXISTING RAW
WATERLINE UNTIL ALL TESTING IS
COMPLETE AND OWNER PROVIDES WRITTEN
APPROVAL TO MAKE THIS CONNECTION.
CONTRACTOR SHALL PROVIDE AND INSTALL
TEMPORARY PLUG FOR PRESSURE TESTING
PROPOSED RAW WATERLINE.
48" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 316+00 TO STA 322+19.15
0 1" 2" FILENAME OOC-34.dwg SHEET
SCALE AS NOTED C-34
FBI
C
IV
►0
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015 95% SUBMITTAL
- 03/2015 90% SUBMITTAL
- 06/2014 75% SUBMITTAL
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT NUMBER
00234-191838-018
320+00 320+50
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
321 +00 321+50 322+00
322+50
320
310
300
290
280
270
260
250
I p�luRAW WATERTRANSMISSION
11
lel /
PARALLEL PIPELINE
194
TOWN OF CARY
NORTH CAROLINA
7
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
GENERAL NOTES:
1. SITE SURVEY WAS PERFORMED BY WITHERS
AND RAVENEL DURING THE WINTER OF
2013, ALL COORDINATES ARE TIED TO THE
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM (NAD83 FEET). POINTS HAVE NOT
BEEN REDUCED TO GRID COORDINATES.
COORDINATE ELEVATION DATUM IS NAVD88.
KEY NOTES:
OEROSION CONTROL AT STREAM CROSSINGS.
SEE DETAIL 2/C-41.
OTEMPORARY DIVERSION DITCH (TYP.)
SEE DETAIL 04000.09/C-42.
OINSTALL "CULVERT" STYLE STANDARD
TEMPORARY STREAM CROSSING PER DETAIL
04000.11/C-41. FOLLOWING CONSTRUCTION
INSTALL PERMANENT "FORD" STYLE
STANDARD TEMPORARY STREAM CROSSING
PER DETAIL 04000.11/C-41.
O EXISTING PLUG IS A 48" FRE DISHED
PLUG. EXISTING PIPE IS 48" CLASS 150
D.I. WITH FR BELL END.
O COMPLY WITH ALL REQUIREMENTS AND
GUIDELINES FOR WORKING NEAR THE
OVERHEAD POWER TRANSMISSION LINE.
O DO NOT CONNECT INTO THE EXISTING RAW
WATERLINE UNTIL ALL TESTING IS
COMPLETE AND OWNER PROVIDES WRITTEN
APPROVAL TO MAKE THIS CONNECTION.
CONTRACTOR SHALL PROVIDE AND INSTALL
TEMPORARY PLUG FOR PRESSURE TESTING
PROPOSED RAW WATERLINE.
48" RAW WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA 316+00 TO STA 322+19.15
0 1" 2" FILENAME OOC-34.dwg SHEET
SCALE AS NOTED C-34
FBI
C
IV
►0

1 " = 20'
KEY NOTES
O CONCRETE BLOCK SHALL PROVIDE A SURFACE FACE OF 64 SQUARE FEET.
SEQUENCE OF CONSTRUCTION:
1. VERIFY ALL REQUIRED PIPE, FITTINGS, VALVES, AND ALL OTHER REQUIRED ITEMS TO COMPLETE ALL WORK FROM STATION
4+52 TO STATION 16+86 ARE ON SITE.
2. VERIFY ALL REQUIRED TRAFFIC CONTROL AND NCDOT APPROVALS AND NOTIFICATIONS HAVE BEEN MADE AND RECEIVED
WRITTEN APPROVAL FROM NCDOT TO PROCEED WITH PROPOSED WORK.
3. RECEIVE WRITTEN APPROVAL FROM THE TOWN OF CARY TO REMOVE THE EXISTING 30 -INCH RAW WATERLINE FROM SERVICE.
ALL WORK, INCLUDING ALL TESTING, MUST BE PERFORMED WITHIN SCHEDULE PROVIDED IN SPECIFICATION SECTION 21000.
4. CLOSE EXISTING 30 -INCH VALVE ON THE RAW WATER PUMP STATION SITE AND THE EXISTING 30 -INCH PLUG VALVE
ADJACENT TO STATION 39+30 ON THE WEST SIDE OF THE EXISTING INTERCONNECTION (VALVE 1 SHOWN IN DETAIL 2/C-35).
5. CONSTRUCT, TEST AND RECEIVE WRITTEN APPROVAL FROM THE TOWN OF CARY TO PLACE THE NEW SECTION OF RAW
WATERLINE INTO SERVICE.
6. WITH THE PROPOSED 42 -INCH VALVE AT STATION 16+86 CLOSED (VALVE 1), OPEN THE PROPOSED 30 -INCH VALVE
ADJACENT TO STATION 16+70 (VALVE 2) AND OPEN THE TWO EXISTING VALVES REFERENCED IN STEP 3 TO PLACE THE
PROPOSED 54 -INCH AND EXISTING 30 -INCH RAW WATERLINES INTO SERVICE.
270
260
250
240
230
220
NOTES: "I = 1U
C
O
- 07/2015
REMOVE EXISTING 30"
- 03/2015
90% SUBMITTAL
- 06/2014
WATERLINE BETWEEN
WHITE
--------------------
3Q_-45--R%�--FITT1>a�G
ISSUE DATE
PROPOSED 45° FITTINGS
__SNE--------
_ _
AND CONCRETE BLOCKING II
w
----------------------
-------
- STRIPING
1
___ -------�f70€ � PAVEMENT
—
O w
54" 45°
RJ FITTING
N
UGT
_
CONSTRUCT, TEST AND RECEIVE WRITTEN APPROVAL FROM THE TOWN OF CARY TO OPERATE THE
UGT ---_--
UG------------- --- F
- FM
RAW
NLS
--------- -- UGT
------ - FM —
RAW
O j
UGT — --
FM
-RAW
--- -
- UGT ---
F M --- ---------
-
RAW __--
30" 45° RJxFL
r ----_-_-
c -----------------
30"x30" WYE
___________________
FITTING (VERTICAL)
II
------
-
30" VALVE ------
- -- WITH BLIND FLANGE
-
----
_ -----
--------
(VALVE 2)
- -
___------------------
--------
-
WORK, INCLUDING ALL TESTING, MUST BE PERFORMED WITHIN THE SCHEDULE PROVIDED IN SPECIFICATION
42"x42" RJ WYE I
5.
CLOSE THE FOLLOWING 6 VALVES. THE TWO EXISTING 30 -INCH VALVES ON EACH SIDE OF THE
EXISTING INTERCONNECTION
�
42" VALVE
2), THE EXISTING 16 -INCH VALVE
: m
(VALVE 1)
42 45° RJxFL
-UPE
1 54" 45° RJ FITTING
6.
FITTING (VERTICAL) r
Cn
1
WITH BLIND FLANGE 1
z
54"x30"
D
FACTORY
1
c
m o
m10' DIA. ACCESS
WELDED
54"x42"m
9:
1 MANHOLE
LATERAL
RJ REDUCER
z
1 SEE DETAIL 2/C-38
-UPE - - -UPE
300
1
�-
- UPE - - - PE -
c-
-UPE - _UPE - _
m -UPE - -
_ -UPE -----,,
PERMANENT EASEMENT
I--
-UPE -
INTERCONNECTION
PLAN
1 " = 20'
KEY NOTES
O CONCRETE BLOCK SHALL PROVIDE A SURFACE FACE OF 64 SQUARE FEET.
SEQUENCE OF CONSTRUCTION:
1. VERIFY ALL REQUIRED PIPE, FITTINGS, VALVES, AND ALL OTHER REQUIRED ITEMS TO COMPLETE ALL WORK FROM STATION
4+52 TO STATION 16+86 ARE ON SITE.
2. VERIFY ALL REQUIRED TRAFFIC CONTROL AND NCDOT APPROVALS AND NOTIFICATIONS HAVE BEEN MADE AND RECEIVED
WRITTEN APPROVAL FROM NCDOT TO PROCEED WITH PROPOSED WORK.
3. RECEIVE WRITTEN APPROVAL FROM THE TOWN OF CARY TO REMOVE THE EXISTING 30 -INCH RAW WATERLINE FROM SERVICE.
ALL WORK, INCLUDING ALL TESTING, MUST BE PERFORMED WITHIN SCHEDULE PROVIDED IN SPECIFICATION SECTION 21000.
4. CLOSE EXISTING 30 -INCH VALVE ON THE RAW WATER PUMP STATION SITE AND THE EXISTING 30 -INCH PLUG VALVE
ADJACENT TO STATION 39+30 ON THE WEST SIDE OF THE EXISTING INTERCONNECTION (VALVE 1 SHOWN IN DETAIL 2/C-35).
5. CONSTRUCT, TEST AND RECEIVE WRITTEN APPROVAL FROM THE TOWN OF CARY TO PLACE THE NEW SECTION OF RAW
WATERLINE INTO SERVICE.
6. WITH THE PROPOSED 42 -INCH VALVE AT STATION 16+86 CLOSED (VALVE 1), OPEN THE PROPOSED 30 -INCH VALVE
ADJACENT TO STATION 16+70 (VALVE 2) AND OPEN THE TWO EXISTING VALVES REFERENCED IN STEP 3 TO PLACE THE
PROPOSED 54 -INCH AND EXISTING 30 -INCH RAW WATERLINES INTO SERVICE.
270
260
250
240
230
220
0 a5�
30" SOLID
0+00 0+40
INTERCONNECTION PROFILE
1" = 10'
INTERCONNECTION DETAIL
AS NOTED
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
270
260
250
240
230
220
NOTES: "I = 1U
C
O
- 07/2015
L_
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
E
w
1.
CONSTRUCT, TEST AND RECEIVE WRITTEN APPROVAL FROM THE TOWN OF CARY TO OPERATE THE
N
—
O w
N\J
U
N
p�
N
+Q
+N
CONSTRUCT, TEST AND RECEIVE WRITTEN APPROVAL FROM THE TOWN OF CARY TO OPERATE THE
Od
O
NLS
x
Q
Q:
Fa—O
O j
CD
Nr�
(n
00
U) t4,) � . .
0 a5�
30" SOLID
0+00 0+40
INTERCONNECTION PROFILE
1" = 10'
INTERCONNECTION DETAIL
AS NOTED
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
270
260
250
240
230
220
4
EXISTING 30"
BUTTERFLY
EXISTING 30" VALVE (VALVE 1)-
16" 11-1/4* RJ FITTING
RAW RAW ---------
EXISTING�n ni
30" RAW WATER
TRANSMISSION MAIN /
Fm
EXISTING AIR VALVE VAULT
--- - - R/W---
42" 45° \ /
RJ FITTING
16" 45° RJ FITTING
16" GATE VALVE
(1pF
30"x30" TEE
EXISTING 30" VALVE (VALVE 3)
30 SLEEVE
RAWI�
30' <AW ----
22-1/2° EXISTING 16" VALVE (VALVE 7)
= RJ FITTING 16" TAPPING SLEEVE
0
�'� AND VALVE (VALVE 6)
IPF ---
_D EXISTING METER VAULT
i
1 i i
1 �
EXISTING PRESSURE
i
REDUCING VAULT WITH
30" VALVE 10" BYPASS LINE
' -__-J
42"x`16" TEE \ 1
TCE — —TCE — —TCEF EXISTING 6" EFFLUENT FORCE MAIN
42" VALVE (VALVE 4) 1 I
AF \ \
42"x30" TEE
42" VALVE (VALVE 5) \UpF'` L
� 1
�Up Q EXISTING 16" RAW WATER
TEMPORARY CONSTRUCTION EASEMENT \ I -n C�
TEMPORARY CONSTRUCTION EASEMENT Up - - -UIPE - - -UPE - L -UPE - - -UPE -
1
42" 22-1/2° RJ FITTING PERMANENT EASEMENT
roe \ ITCE t — TCE TCE — — TCE — -
TCE —, —
INTERCONNECTION PLAN
■
C
C
KEY
NOTES: "I = 1U
O
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
4
EXISTING 30"
BUTTERFLY
EXISTING 30" VALVE (VALVE 1)-
16" 11-1/4* RJ FITTING
RAW RAW ---------
EXISTING�n ni
30" RAW WATER
TRANSMISSION MAIN /
Fm
EXISTING AIR VALVE VAULT
--- - - R/W---
42" 45° \ /
RJ FITTING
16" 45° RJ FITTING
16" GATE VALVE
(1pF
30"x30" TEE
EXISTING 30" VALVE (VALVE 3)
30 SLEEVE
RAWI�
30' <AW ----
22-1/2° EXISTING 16" VALVE (VALVE 7)
= RJ FITTING 16" TAPPING SLEEVE
0
�'� AND VALVE (VALVE 6)
IPF ---
_D EXISTING METER VAULT
i
1 i i
1 �
EXISTING PRESSURE
i
REDUCING VAULT WITH
30" VALVE 10" BYPASS LINE
' -__-J
42"x`16" TEE \ 1
TCE — —TCE — —TCEF EXISTING 6" EFFLUENT FORCE MAIN
42" VALVE (VALVE 4) 1 I
AF \ \
42"x30" TEE
42" VALVE (VALVE 5) \UpF'` L
� 1
�Up Q EXISTING 16" RAW WATER
TEMPORARY CONSTRUCTION EASEMENT \ I -n C�
TEMPORARY CONSTRUCTION EASEMENT Up - - -UIPE - - -UPE - L -UPE - - -UPE -
1
42" 22-1/2° RJ FITTING PERMANENT EASEMENT
roe \ ITCE t — TCE TCE — — TCE — -
TCE —, —
INTERCONNECTION PLAN
■
C
C
KEY
NOTES: "I = 1U
O
PRIOR TO CONSTRUCTION VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES. ROTATE TEES AND
FITTINGS AS REQUIRED TO MAKE
CONNECTIONS. MAINTAIN A MINIMUM VERTICAL SEPARATION OF 18" BETWEEN ALL PIPES.
SEQUENCE OF CONSTRUCTION:
1.
CONSTRUCT, TEST AND RECEIVE WRITTEN APPROVAL FROM THE TOWN OF CARY TO OPERATE THE
UPSTREAM RAW WATERLINE FROM
STATION 0+00 THROUGH THE PROPOSED 42 -INCH VALVE AT STATION 39+51 (VALVE 5).
2.
CONSTRUCT, TEST AND RECEIVE WRITTEN APPROVAL FROM THE TOWN OF CARY TO OPERATE THE
PROPOSED 16 -INCH CONNECTION
FROM THE PROPOSED 42 -INCH RAW WATERLINE TO THE EXISTING 16 -INCH RAW WATERLINE SERVING CHATHAM COUNTY. MAINTAIN
SERVICE TO CHATHAM COUNTY AT ALL TIMES.
3.
VERIFY ALL REQUIRED PIPE, FITTINGS, VALVES, AND ALL OTHER REQUIRED ITEMS TO COMPLETE ALL
WORK AT THIS CONNECTION ARE
ON SITE.
4.
RECEIVE WRITTEN APPROVAL FROM THE TOWN OF CARY TO REMOVE THE EXISTING 30 -INCH RAW
WATERLINE FROM SERVICE. ALL
WORK, INCLUDING ALL TESTING, MUST BE PERFORMED WITHIN THE SCHEDULE PROVIDED IN SPECIFICATION
SECTION 21000.
5.
CLOSE THE FOLLOWING 6 VALVES. THE TWO EXISTING 30 -INCH VALVES ON EACH SIDE OF THE
EXISTING INTERCONNECTION
(VALVES 1 AND 3), THE EXISTING 30 -INCH BUTTERFLY VALVE ON THE INTERCONNECTION (VALVE
2), THE EXISTING 16 -INCH VALVE
(VALVE 7), AND THE TWO PROPOSED 42 -INCH VALVES AT STATIONS 39+34 AND 39+51 (VALVES
4 AND 5).
6.
CONSTRUCT, TEST AND RECEIVE WRITTEN APPROVAL FROM THE TOWN OF CARY TO OPERATE THE
PROPOSED 30 -INCH CONNECTION
FROM THE PROPOSED 42 -INCH RAW WATERLINE TO THE EXISTING 30 -INCH RAW WATERLINE.
B
7.
OPEN THE FOUR EXISTING VALVES (VALVES 1, 2, 3 AND 7) THAT WERE CLOSED IN STEP 5 TO PLACE THE EXISTING 30 -INCH RAW
WATERLINE BACK INTO SERVICE.
300
300
290
280
270
260
255
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
U
30" RAW WATERLINE-/
16" RAW WATERLINE
0+00 0+40
INTERCONNECTION PROFILE
1" = 10'
INTERCONNECTION DETAIL
AS NOTED
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
\ CD
I z+o
O N � O x
O ~ O
(n ff') cr_ r7
TOWN OF CARY
290
280
270
260
255
RAW WAT E R
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
INTERCONNECTION DETAILS
0 1" Z, FILENAME OOC-35.dwg
SCALE AS NOTED
SHEET
C-35
I�

1
EXISTING 30" VALVE (VALVE 1)
30"x30" TEE
30" VALVE (VALVE 3)
T. W RAW
v OHE -
30" VALVE (VALVE 4)---
F
30" SLEEVE
- OHE
EXISTING 30" VALVE
(VALVE 2)
EXISTING
30" RAW WATER
TRANSMISSION MAIN
42" VALVE (VALVE 5) _/ \--42" VALVE (VALVE 6)
42"x30" TEE _/
UPE - -- UPE - --UPE - - -UPE --UPE---UPE---UPE---UPE---UPE---UPE---
PERMANENT EASEMENT
— — TCE — — TCE — — TCE — — TCE — TCE — — TCE — — TCE — — TCE — — TCE — — TCE
TEMPORARY CONSTRUCTION EASEMENT
SEQUENCE OF CONSTRUCTION:
3 4 5 6 7 8
SEQUENCE OF CONSTRUCTION:
CJi
-WOODS,,- 1. VERIFY ALL REQUIRED PIPE, FITTINGS, VALVES, AND ALL OTHER REQUIRED ITEMS TO
COMPLETE ALL WORK AT THIS CONNECTION ARE ON SITE.
*03DLIMITS OF DISTURBANCE
Q �^ 2. RECEIVE WRITTEN APPROVAL FROM THE TOWN TO REMOVE THE EXISTING 42 -INCH RAW
/ — �-. � � /
WATERLINE FROM SERVICE. ALL WORK, INCLUDING ALL TESTING, MUST BE PERFORMED
LOD PERMANENT EASEMENT
/ LO _ L _ _,i0 _ D — WITHIN THE SCHEDULE PROVIDED IN SPECIFICATION SECTION 21000.
—
i LOD - -UPE
V % i UPE - - -UpE - - -UPE- - -UpE 3. CLOSE THE FOLLOWING 2 VALVES. THE EXISTING 42 -INCH VALVE ON THE EXISTING
42 90° RJ FITTING �Q %� �� �� 42 -INCH RAW WATERLINE ADJACENT TO STATION 163+55 ON THE EAST SIDE OF THE
0 20 x40 BORE PIT L EXISTING INTERCONNECTION AND THE EXISTING 42 -INCH VALVE ON THE EXISTING
-, 4 42 -INCH RAW WATERLINE APPROXIMATELY 600 -FEET NORTH ALONG THE AMERICAN
42" 90° RJ FITTING TOBACCO TRAIL ON THE SOUTH SIDE OF THE EXISTING INTERCONNECTION.
42"x42" RJ TEE i
I- - - 4. CONSTRUCT TEST AND RECEIVE WRITTEN APPROVAL FROM THE TOWN TO OPERATE THE
42,� VALVE (VALVE 1) I �� �� I -I o0 42" VALVE �L PROPOSED 42 -INCH CONNECTION FROM THE PROPOSED 42 -INCH RAW WATERLINE TO
_ - - 42 SLEEVE %� X i' 42" VALVE (VALVE 2) N 48"x42" RJ THE EXISTING 42 -INCH RAW WATERLINE.
-
- X - - �� Q ; RIPRAP i i I REDUCER
RAW - --_/ a , I 5 -
I ; ��� _ _ _ �� � - WITH THE PROPOSED 42 INCH VALVE ON THE PROPOSED INTERCONNECTION CLOSED
&L
EASEMENT ` / W � (VALVE 2), OPEN THE TWO EXISTING VALVES THAT WERE CLOSED IN STEP 3 AND OPEN
o / Q ,/ /y�.I --
R EN C E � I � -- - - - THE PROPOSED 42 -INCH VALVE (VALVE 1) TO PLACE THE EXISTING 42 -INCH RAW
o �' % N WATERLINE BACK INTO SERVICE.
9HE
� � ; i � � � I I 42"x42" RJ TEE
0HE OHS �� I I 42" VALVE
XISTINGQ OHE L -
42" RAW WATER OHE I - E
i
TRANSMISSION MAIN i I I Of
/ I I
EXISTING ; ' I I 42" 45° RJ FITTING
'-�3 " RAW WATER
TRAN8MISS1
1. VERIFY ALL REQUIRED PIPE, FITTINGS, VALVES, AND ALL OTHER REQUIRED ITEMS TO COMPLETE ALL WORK AT THIS
CONNECTION ARE ON SITE.
2. RECEIVE WRITTEN APPROVAL FROM THE TOWN TO REMOVE THE EXISTING 30 -INCH RAW WATERLINE FROM SERVICE. ALL
WORK, INCLUDING ALL TESTING, MUST BE PERFORMED WITHIN THE SCHEDULE PROVIDED IN SPECIFICATION SECTION 21000.
3. CLOSE THE FOLLOWING 2 VALVES. THE EXISTING 30 -INCH VALVE ON THE EXISTING 30 -INCH RAW WATERLINE ADJACENT
TO STATION 40+25 ON THE EAST SIDE OF THE EXISTING INTERCONNECTION (VALVE 3 SHOWN IN DETAIL 2/C-35) AND THE
EXISTING 30 -INCH VALVE ON THE EXISTING 30 -INCH RAW WATERLINE ADJACENT TO STATION 163+40 ON THE WEST SIDE
OF THE EXISTING INTERCONNECTION (VALVE 1).
4. CONSTRUCT, TEST AND RECEIVE WRITTEN APPROVAL FROM THE TOWN TO OPERATE THE PROPOSED 30 -INCH CONNECTION
FROM THE PROPOSED 42 -INCH RAW WATERLINE TO THE EXISTING 30 -INCH RAW WATERLINE.
5. WITH THE PROPOSED 30 -INCH VALVE ON THE PROPOSED INTERCONNECTION CLOSED (VALVE 4), OPEN THE TWO EXISTING
VALVES THAT WERE CLOSED IN STEP 3 AND OPEN THE PROPOSED 30 -INCH VALVE (VALVE 3) TO PLACE THE EXISTING
30 -INCH RAW WATERLINE BACK INTO SERVICE.
INTERCONNECTION DETAIL 1
1 " = 20' 1 C-17
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
I I
HEADWALL C l IARnRAII I I o
INTERCONNECTION PLAN
1 " = 20'
� w
z_ >
J � Q
350Q L > w 350
Q N
CD
w O QK
Nz z> N z
CD N w z z +ff) I Q N x
340 z N c_ Q N 340
C/) C/) o � cn �
wxz N Q HN.
(n
<+ow n �L +o
LdwO rn� 0) Of
O- N O N I N
OX w(n�� �_ (nom
330 + N w Q o i Q 330
O�z� +N<U
z N
Nx o a AMERICAN
a= w
N v TOBACCO En; _
TRAIL
320 (GRAVEL PATH) 320
0
310 f T---� 310
z
N EXISTING GRADE
4
300 i 300
\.- 30" RAW WAT R
42" RAW WATER
290 290
280 L L L I 1 1 280
-0+25 0+00 0+50 1+00 1+50 2+00 2+25
INTERCONNECTION PROFILE
1 " = 40' (H) 1 " = 10' (V)
INTERCONNECTION DETAIL r2
AS NOTED I C-29
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
RAW WAT E R
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
INTERCONNECTION DETAILS
0 1" Z, FILENAME OOC-36.dwg
SCALE AS NOTED
SHEET
C-36
FBI
c
IV
0
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
I I
HEADWALL C l IARnRAII I I o
INTERCONNECTION PLAN
1 " = 20'
� w
z_ >
J � Q
350Q L > w 350
Q N
CD
w O QK
Nz z> N z
CD N w z z +ff) I Q N x
340 z N c_ Q N 340
C/) C/) o � cn �
wxz N Q HN.
(n
<+ow n �L +o
LdwO rn� 0) Of
O- N O N I N
OX w(n�� �_ (nom
330 + N w Q o i Q 330
O�z� +N<U
z N
Nx o a AMERICAN
a= w
N v TOBACCO En; _
TRAIL
320 (GRAVEL PATH) 320
0
310 f T---� 310
z
N EXISTING GRADE
4
300 i 300
\.- 30" RAW WAT R
42" RAW WATER
290 290
280 L L L I 1 1 280
-0+25 0+00 0+50 1+00 1+50 2+00 2+25
INTERCONNECTION PROFILE
1 " = 40' (H) 1 " = 10' (V)
INTERCONNECTION DETAIL r2
AS NOTED I C-29
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
RAW WAT E R
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
INTERCONNECTION DETAILS
0 1" Z, FILENAME OOC-36.dwg
SCALE AS NOTED
SHEET
C-36
FBI
c
IV
0

HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
PROJECT NUMBER 100234-191838-018
TOWN OF CARY
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
TOWN OF CARY
STANDARD CIVIL DETAILS
0 1" Z, FILENAME OOC-37.dwg
SCALE NOT TO SCALE
SHEET
C-37
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
— 94/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
PROJECT NUMBER 100234-191838-018
TOWN OF CARY
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
TOWN OF CARY
STANDARD CIVIL DETAILS
0 1" Z, FILENAME OOC-37.dwg
SCALE NOT TO SCALE
SHEET
C-37

1
e
FLAT TOP UPPER .I -
RISER UNIT I_
I-
- - - - - - - - - - -
d
d
d
RISER UNIT
d
:• d m
F
36" CLEAR SPAN COVER
(SEE DETAIL 07000.03)
ji
FLAT TOP
INISHED GRADE
5'-0.. 5'-0" -
MAX. MINIMUM
PL*
REDUCER
ALL LIFT HOLES WHICH COMPLETELY
PENETRATE THE MANHOLE SHALL BE
FILLED WITH NON -SHRINKING GROUT
ALL EXTERNAL JOINTS SHALL BE SEALED
WITH AN APPROVED JOINT SEALING MATERIAL—
MANHOLE STEPS ALONG A VERTICAL WALL
OVER THE EFFLUENT PIPE AND VERTICALLY
ALIGNED (SEE DETAIL 07000.02)
BASEUNIT0-RING OR BUTYL RUBBER JOINT —
8" MAXIMUM EFFLUENT CONCRETE INVERT
PIPE MEETING SPECIFICATIONS
4"MIN.
7 rF PIPE
6" 8" MINIMUM EXTENDED BASE
SECTION A -A 12" BEDDING (#57 STONE)
EFFECTIVE: 12/10/09
-ES:
kLL MANHOLE CONNECTIONS SHALL BE PREFABRICATED OR CORED WITH A CONCRETE CORING MACHIP
4LL MANHOLES SHALL BE VACUUM TESTED.
XTENDED BASE REQUIRED FOR ALL MANHOLES WITH MORE THAN 12 -FT DEPTH OF BURY.
'ROVIDE A MINIMUM 0.1 FOOT IN -OUT DROP FOR STRAIGHT RUNS AND 0.2 FOOT IN -OUT DROP FOR
kNGLE RUNS.
STEPS 16"
ON CENTER
F.6'-0"
OR GREATER
5'-0" MINIMUM
BEFORE TRANSITION
OR
NO TRANSITION
STANDARD PRECAST CONCRETE MANHOLE DETAIL No.
6 -FT DIAMETER OR LARGER FOR NON -PAVED AREAS 07000.01
SHEET 2 OF 3 EFFECTIVE: 12/1
PIPE DIAMETER
12" 12"
a d °
4'
d
` D.I. PIPE
°
. d °
1.
d aA CONCRETE
__I r
ENCASEMENT
END VIEW
d
r ;
DUCTILE IRON PIPE
d < ° °
< ° ° a , ` e d
_ LENGTH VARIES _
EFFECTIVE: 12/10/09
12" CONCRETE ENCASEMENT
12" CONCRETE ENCASEMENT
NOTES:
1. CONCRETE SHALL BE 3000 P.S.I.
2. CONCRETE ENCASEMENT NOT REQUIRED WHEN PIPE IS AT
LEAST THREE (3) FEET UNDER CENTERLINE OF CREEK BOTTOM.
STANDARD CONCRETE ENCASEMENT FOR STREAM CROSSING
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DETAIL No.
07000.14
SHEET 1 of 1 EFFECTIVE: 12/1
VIEW
0N RX
CORROSION RESISTANT
MATERIAL
1/2" DIAMETER GRADE 60
STEEL ROD
5
NOTES:
1. VERTICAL SPACING = 16" O.C., ON VERTICAL WALL ONLY.
2. STEPS TO PROTRUDE MINIMUM 5" FROM FACE OF STRUCTURE WALL.
3. STEPS SHALL MEET THE REQUIREMENTS OF ASTM C478 IN ADDITION
TO A HORIZONTAL PULL—OUT LOAD OF 1000 LBS. WHEN INSTALLED.
4. ALL STEPS SHALL BE VERTICALLY ALIGNED IN A STRAIGHT LINE.
5. NO STEPS LOCATED INSIDE MANHOLE CHIMNEY.
ENCAPSULATED STEEL STEP
MANHOLE STEPS
"TITLE OF PROJECT"
Town of Cary ENGINEER
NOTE: 318 NORTH ACADEMY ST. OR ENGINEER'S
TOTAL SIGN AREA = 32 SF/SIDE (MAXIMUM) CARY, NC 27513
www.townofcary.org CONSULTANTS
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
PRIME MAJOR
CONTRACTOR SUB CONTRACTORS
SIGN HEIGHT 42"
(3.5') MAXIMUM
IIIII1 I I I SUPPORT DEPTH
AS NECESSARY
I I I I
I I I I
LJ LJ
PROJECT IDENTIFICATION SIGN
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
GROUND
2"
O
(4) Y2-13 x 2" HEX
STAINLESS STEEL CAP
SCREW WITH Y2" ZINC
PLATED WASHERS
DETAIL No.
07000.02
SHEET 1 of 1 EFFECTIVE: 12/10/09
DETAIL No.
10000.01
SHEET 1 OF 1
TOWN OF CARY
COMPANY NAME
COMPANY MARK
MO/DA/YR %
3Q
ASTM A48 CL358
I
17
1 Y2" RAISED LETTERING
(RECESSED FLUSH)
1" RAISED LETTERING
(RECESSED FLUSH)
\ _--(2) PICKBARS
(2) CLOSED PICKHOLES
(4) 1" DIAMETER HOLES ON 43 Y2"
DIAMETER BOLT CIRCLE
SPECIFICATIONS:
1. GRAY IRON.
2. COMPLIES WITH ASTM A48 CL35B.
3. ALL LETTERING SHALL BE CLEAN, CRISP,
AND CLEARLY LEGIBLE.
4. DOMESTICALLY MADE AND
MANUFACTURED IN THE USA.
26"
23"
3 Y8" 13 16" 1 Y2"
EY2..
25" Yq" DIAMETER
O.D. OF GASKET GROOVE NEOPRENE GASKET
INNER COVER SECTION
38 Y2"
26 Yq"
1 Y2„ 1 Y2„
2 3/q'�
I► 23 1Y6„�I Y4” DIAMETER
NEOPRENE GASKET
28"
OUTER COVER SECTION
39 7/8"
38
1 y2..
4 Y2., 1 Y2..
36"
38 5/8"
46"
FRAME SECTION
STANDARD MANHOLE RING AND COVER
(TYPE 3 FOR 6' DIAMETER AND GREATER MANHOLES)
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
TOWN OF CARY
STANDARD CIVIL DETAILS
0 1" 2" FILENAME OOC-38.dwg
SCALE NOT TO SCALE
DETAIL No.
07000.03
SHEET 4 OF 4
SHEET
C-38
FBI
C
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
— 94/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
PRIME MAJOR
CONTRACTOR SUB CONTRACTORS
SIGN HEIGHT 42"
(3.5') MAXIMUM
IIIII1 I I I SUPPORT DEPTH
AS NECESSARY
I I I I
I I I I
LJ LJ
PROJECT IDENTIFICATION SIGN
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
GROUND
2"
O
(4) Y2-13 x 2" HEX
STAINLESS STEEL CAP
SCREW WITH Y2" ZINC
PLATED WASHERS
DETAIL No.
07000.02
SHEET 1 of 1 EFFECTIVE: 12/10/09
DETAIL No.
10000.01
SHEET 1 OF 1
TOWN OF CARY
COMPANY NAME
COMPANY MARK
MO/DA/YR %
3Q
ASTM A48 CL358
I
17
1 Y2" RAISED LETTERING
(RECESSED FLUSH)
1" RAISED LETTERING
(RECESSED FLUSH)
\ _--(2) PICKBARS
(2) CLOSED PICKHOLES
(4) 1" DIAMETER HOLES ON 43 Y2"
DIAMETER BOLT CIRCLE
SPECIFICATIONS:
1. GRAY IRON.
2. COMPLIES WITH ASTM A48 CL35B.
3. ALL LETTERING SHALL BE CLEAN, CRISP,
AND CLEARLY LEGIBLE.
4. DOMESTICALLY MADE AND
MANUFACTURED IN THE USA.
26"
23"
3 Y8" 13 16" 1 Y2"
EY2..
25" Yq" DIAMETER
O.D. OF GASKET GROOVE NEOPRENE GASKET
INNER COVER SECTION
38 Y2"
26 Yq"
1 Y2„ 1 Y2„
2 3/q'�
I► 23 1Y6„�I Y4” DIAMETER
NEOPRENE GASKET
28"
OUTER COVER SECTION
39 7/8"
38
1 y2..
4 Y2., 1 Y2..
36"
38 5/8"
46"
FRAME SECTION
STANDARD MANHOLE RING AND COVER
(TYPE 3 FOR 6' DIAMETER AND GREATER MANHOLES)
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
TOWN OF CARY
STANDARD CIVIL DETAILS
0 1" 2" FILENAME OOC-38.dwg
SCALE NOT TO SCALE
DETAIL No.
07000.03
SHEET 4 OF 4
SHEET
C-38
FBI
C

HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
— 64/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATERTRANSMISSIONPARALLEL PIPELINE
I
TOWN OF CARY NORTH CAROLINA
STANDARD CIVIL DETAILS
0 1" Z, FILENAME OOC-39.dwg
SCALE NOT TO SCALE
SHEET
C-39

HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
PROJECT NUMBER 100234-191838-018
TOWN OF CARY
RAW WAT E R
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
TOWN OF CARY
STANDARD EROSION CONTROL DETAILS
0 1" Z, FILENAME OOC-40.dwg
MOM
SCALE NOT TO SCALE
SHEET
C-40
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
PROJECT NUMBER 100234-191838-018
TOWN OF CARY
RAW WAT E R
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
TOWN OF CARY
STANDARD EROSION CONTROL DETAILS
0 1" Z, FILENAME OOC-40.dwg
MOM
SCALE NOT TO SCALE
SHEET
C-40

1
HARDWARE CLOTH
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE
o
FLOW DIRECTION o ° 18"
SIDE VIEW
I I
LJI I
EFFECTIVE: 12/10/09
r-
0 0
r (VyQo �p
) °p O °° o r -/op .
oO ooOoopOo
O64on
00 0
°°oo°°°°ooo000
�RO
0 0ooo04no° o OC° .
3
-HARDWARE CLOTH "STEEL FENCE POST
ON WIRE FENCE
PLAN VIEW NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE AND THERE IS A LOW AREA. USE
AS A REPAIR OF SILT FENCE FAILURES.
_STEEL FENCE POST SET
_^I
\IAVI\III\I n ['CCT AMAM I
NOTE:
BURY WIRE FENCE, HARDWARE CLOTH,
FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO
THE TRENCH
STANDARD SILT FENCE OUTLET
#5 OR #57 WASHED STONE
4'-0" (MAX)
DETAIL No.1%1_��w
04000.23
SHEET 1 of 1 EFFECTIVE: 12/10/09
5' STEEL POST
(1.25 LB/LF STEEL)
HARDWARE CLOTH
• •'
...................... .
_�'1.•i�l�•i,�l�•i�l�•i�l�•i�l:'i,�l':i�l:•i
I I I I
o II II
N II II
II II LJ LJ
SECTION
u u
TEMPORARY FABRIC DROP INLET PROTECTION DETAIL
NOT TO SCALE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
EXISTING
GROUND
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE oho
O o�4°0�
NOTE:
op 0° o
SILT FENCE FABRIC TO OVERLAP o o °
o°800go
HARDWARE CLOTH
BY 12 INCHES °°
00.pp0.��Q?
75% SUBMITTAL
8°
�
50% SUBMITTAL
� oo Vgo`^0 c
STEEL FENCE POST
WIRE FENCE
SILT FENCE FABRIC
ON WIRE FENCE
HARDWARE CLOTH
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE
o
FLOW DIRECTION o ° 18"
SIDE VIEW
I I
LJI I
EFFECTIVE: 12/10/09
r-
0 0
r (VyQo �p
) °p O °° o r -/op .
oO ooOoopOo
O64on
00 0
°°oo°°°°ooo000
�RO
0 0ooo04no° o OC° .
3
-HARDWARE CLOTH "STEEL FENCE POST
ON WIRE FENCE
PLAN VIEW NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE AND THERE IS A LOW AREA. USE
AS A REPAIR OF SILT FENCE FAILURES.
_STEEL FENCE POST SET
_^I
\IAVI\III\I n ['CCT AMAM I
NOTE:
BURY WIRE FENCE, HARDWARE CLOTH,
FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO
THE TRENCH
STANDARD SILT FENCE OUTLET
#5 OR #57 WASHED STONE
4'-0" (MAX)
DETAIL No.1%1_��w
04000.23
SHEET 1 of 1 EFFECTIVE: 12/10/09
5' STEEL POST
(1.25 LB/LF STEEL)
HARDWARE CLOTH
• •'
...................... .
_�'1.•i�l�•i,�l�•i�l�•i�l�•i�l:'i,�l':i�l:•i
I I I I
o II II
N II II
II II LJ LJ
SECTION
u u
TEMPORARY FABRIC DROP INLET PROTECTION DETAIL
NOT TO SCALE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
EXISTING
GROUND
4 I 5
5' MAXIMUM
BANK HEIGHT 01
° II I 11�I11 h 1
oo o °o ° ° III �/ III SURFACE FLOW
y iIII, o o °�° %o 0 o "ZI. 0 �/ "'' � � ��I � I, DIVERSION
D ° °o Oo ° O�j 000 o� o o00 ° o 0 0 o II 111111
\0°°00/0 0 °o /Oo o Doo o °�° o Dop ° o0 0 0 =—�
CYI. o ,-p
III 111101 Iry0 o °0 0o°�V oo °oo o ° —
1\ /00 0 0 Oo 0 0° o o° °Q o o
II,,IIo 0 0 o 0 o D o� o O
°° O°° D o °° 0 0 ° o 0 0 � —
� ° � IIS o
III �� � III�II
STONE APPROACH SECTION
f G� 5:1 MAXIMUM SLOPE ON ROAD
J �Q� STONE OVER
FILTER CLOTH
SURFACE FLOW
DIVERSION
ORIGINAL STREAMBANK
STREAM CHANNEL
STONE
FILTER CLOTH
n� ` SURFACE FLOW
DIVERSION
STANDARD TEMPORARY STREAM CROSSING OPTION
CHECK DAM
WITH STORAGE, TYP CHECK DAM
SET TOP OF WEIR 6" LIMIT OF EASEMENT, TYP
BELOW TOP OF
DIVERSI N CHANNEL
SF SF SF SF
0
SILT FENCE
SILT FENCE 0 50 LF (MIN)
50 LF (MIN) �-
DETAIL No.
04000.11
SHEET 2 OF 3
TEMPORARY
DIVERSION
CHANNEL
0
-- --- -------------------
PIPE
o CENTERLINE
o Ld TEMPORARY
SILT FENCE DAM
50 LF (MIN) SILT FENCE
0 50 LF (MIN)
SF SF SF SF SF— SF
NOTE: SILT FENCE SHALL DIVERT RUNOFF FROM NON—DISTURBED
AREAS TO STREAM AND RUNOFF FROM DISTURBED AREAS
TO DIVERSION CHANNELS AND CHECK DAMS.
SEQUENCE OF CONSTRUCTION
1. INSTALL ALL EROSION CONTROL MEASURES SHOWN OUTSIDE OF STREAM CHANNEL.
2. CREATE A TEMPORARY DAM BY INSTALLING SAND BAGS IN CREEK.
3. INSTALL CHECK DAM IN DRY STREAM CHANNEL DOWNSTREAM OF THE DAM AND PROPOSED PIPE CROSSING
4. PUMP THE IMPOUNDED WATER AROUND THE CONSTRUCTION AREA. DO NOT ALLOW THE IMPOUNDED WATER
TO OVER—TOP THE TEMPORARY DAM.
5. INSTALL PIPE UNDER DRY STREAM BED.
6. AFTER BACKFILLING AND STABILIZING AREA, REMOVE CHECK DAM AND SAND BAGS FROM THE STREAM
CHANNEL.
TYPICAL EROSION CONTROL AT STREAM CROSSINGS 2
NOT TO SCALE
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
1/2 DIAMETER OF PIPE OR
12" WHICHEVER IS GREATER
FILTER FABRIC --J
17L
CAPACITY OF PIPE CULVERTS
TOGETHER = BANK FULL FLOW
EFFECTIVE: 12/10/09
7
COARSE AGGREGATE
6" DEEP
ELEVATION
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
3
0
J
L�
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
00 0°0°O0 CSII° oo O o ov°o 0
COARSE AGGREGATE °° O° oo op o° b o 00 0 o 00° I, 0 0 0 0' 0 0 to 00 0 D o g O°
OOo °0 0 O o O 1 0 00 '0 O °0° 0''°0°°000° ?° b 0 0 °0 0 0
O0 10 0 �0 0 °II Oo �� OI° p o 0 ° 0 °
00 0o Oo °I 00 1 °ow °O�IIo °w°O;O0 010 0 0 °00 o0
o° 0 °0 00 °00 O i o °io0 J o011 0('51 0 �° ° 0 00 0 00 °
O °i 0 ° 0 0
°000 O)0 O0 oQ °� o 0 O IOO °O�I(]op°(,_'°O�i OQ to o0 00 0 °Q 0 O
O °° ° O0o 00 0�0 01 00 O° 11 000°°01000 000 O°Oo°0 Oo
0 00 00 0 0 10oo p 0000001,000 00o 10 10 000 0 0 0 0
Q�Q o 0 �p O 0 0 1O8�o�o i° �� °°° O o0 0 0
�_25' MINIMUM 25' MINIMUM
:2w
Qz
wz
TOP OF BANK = TOP OF BANK
00
NOTES PLAN VIEW
1. DO NOT EXCAVATE STREAMS WITH ROCK BOTTOMS IN ORDER TO PLACE ALL PIPES AT THE SAME LEVEL. PLACE AS MANY
PIPES AS PRACTICAL WITHIN THE LOW AREA OF THE STREAM. PLACE REMAINING PIPES REQUIRED TO CROSS THE STREAM
ON THE EXISTING STREAM BOTTOM.
2. INITIATE PUMP AROUND DIVERSION PRIOR TO ANY EXCAVATION IN STREAM.
3. STREAM CROSSING CAN ONLY BE IN PLACE FOR UP TO 4 MONTHS. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING WORK
TO MEET THIS REQUIREMENT.
4. CONTRACTOR MUST MAINTAIN CROSSING. THIS INCLUDES KEEPING THE PIPES AND INLET AREA CLEAR OF DEBRIS TO
MAINTAIN MAXIMUM WATER FLOW.
DETAIL No.
STANDARD TEMPORARY STREAM CROSSING 04000.11
SHEET 1 OF 3
CHECK SLOT AT (25') INTERVALS
ISOMETRIC VIEW
NOTES:
1. CHECK SLOTS TO BE CONSTRUCTED PER
MANUFACTURERS SPECIFICATIONS. INTERMITTENT CHECK SLOT
2. STAKING OR STAPLING LAYOUT PER METHOD 2
MANUFACTURERS SPECIFICATIONS. NOT TO SCALE
ANCHOR TRENCH
NOT TO SCALE
FBI
C
A
INTERMITTENT CHECK SLOT
METHOD 1
NOT TO SCALE
EROSION CONTROL BLANKETS CHANNEL INSTALLATION
NOT TO SCALE
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
STANDARD EROSION CONTROL DETAILS
0 1" Z, FILENAME 00C-41.dwg
SCALE NOT TO SCALE
SHEET
C-41
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
4 I 5
5' MAXIMUM
BANK HEIGHT 01
° II I 11�I11 h 1
oo o °o ° ° III �/ III SURFACE FLOW
y iIII, o o °�° %o 0 o "ZI. 0 �/ "'' � � ��I � I, DIVERSION
D ° °o Oo ° O�j 000 o� o o00 ° o 0 0 o II 111111
\0°°00/0 0 °o /Oo o Doo o °�° o Dop ° o0 0 0 =—�
CYI. o ,-p
III 111101 Iry0 o °0 0o°�V oo °oo o ° —
1\ /00 0 0 Oo 0 0° o o° °Q o o
II,,IIo 0 0 o 0 o D o� o O
°° O°° D o °° 0 0 ° o 0 0 � —
� ° � IIS o
III �� � III�II
STONE APPROACH SECTION
f G� 5:1 MAXIMUM SLOPE ON ROAD
J �Q� STONE OVER
FILTER CLOTH
SURFACE FLOW
DIVERSION
ORIGINAL STREAMBANK
STREAM CHANNEL
STONE
FILTER CLOTH
n� ` SURFACE FLOW
DIVERSION
STANDARD TEMPORARY STREAM CROSSING OPTION
CHECK DAM
WITH STORAGE, TYP CHECK DAM
SET TOP OF WEIR 6" LIMIT OF EASEMENT, TYP
BELOW TOP OF
DIVERSI N CHANNEL
SF SF SF SF
0
SILT FENCE
SILT FENCE 0 50 LF (MIN)
50 LF (MIN) �-
DETAIL No.
04000.11
SHEET 2 OF 3
TEMPORARY
DIVERSION
CHANNEL
0
-- --- -------------------
PIPE
o CENTERLINE
o Ld TEMPORARY
SILT FENCE DAM
50 LF (MIN) SILT FENCE
0 50 LF (MIN)
SF SF SF SF SF— SF
NOTE: SILT FENCE SHALL DIVERT RUNOFF FROM NON—DISTURBED
AREAS TO STREAM AND RUNOFF FROM DISTURBED AREAS
TO DIVERSION CHANNELS AND CHECK DAMS.
SEQUENCE OF CONSTRUCTION
1. INSTALL ALL EROSION CONTROL MEASURES SHOWN OUTSIDE OF STREAM CHANNEL.
2. CREATE A TEMPORARY DAM BY INSTALLING SAND BAGS IN CREEK.
3. INSTALL CHECK DAM IN DRY STREAM CHANNEL DOWNSTREAM OF THE DAM AND PROPOSED PIPE CROSSING
4. PUMP THE IMPOUNDED WATER AROUND THE CONSTRUCTION AREA. DO NOT ALLOW THE IMPOUNDED WATER
TO OVER—TOP THE TEMPORARY DAM.
5. INSTALL PIPE UNDER DRY STREAM BED.
6. AFTER BACKFILLING AND STABILIZING AREA, REMOVE CHECK DAM AND SAND BAGS FROM THE STREAM
CHANNEL.
TYPICAL EROSION CONTROL AT STREAM CROSSINGS 2
NOT TO SCALE
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TOWN OF CARY
1/2 DIAMETER OF PIPE OR
12" WHICHEVER IS GREATER
FILTER FABRIC --J
17L
CAPACITY OF PIPE CULVERTS
TOGETHER = BANK FULL FLOW
EFFECTIVE: 12/10/09
7
COARSE AGGREGATE
6" DEEP
ELEVATION
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
3
0
J
L�
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
00 0°0°O0 CSII° oo O o ov°o 0
COARSE AGGREGATE °° O° oo op o° b o 00 0 o 00° I, 0 0 0 0' 0 0 to 00 0 D o g O°
OOo °0 0 O o O 1 0 00 '0 O °0° 0''°0°°000° ?° b 0 0 °0 0 0
O0 10 0 �0 0 °II Oo �� OI° p o 0 ° 0 °
00 0o Oo °I 00 1 °ow °O�IIo °w°O;O0 010 0 0 °00 o0
o° 0 °0 00 °00 O i o °io0 J o011 0('51 0 �° ° 0 00 0 00 °
O °i 0 ° 0 0
°000 O)0 O0 oQ °� o 0 O IOO °O�I(]op°(,_'°O�i OQ to o0 00 0 °Q 0 O
O °° ° O0o 00 0�0 01 00 O° 11 000°°01000 000 O°Oo°0 Oo
0 00 00 0 0 10oo p 0000001,000 00o 10 10 000 0 0 0 0
Q�Q o 0 �p O 0 0 1O8�o�o i° �� °°° O o0 0 0
�_25' MINIMUM 25' MINIMUM
:2w
Qz
wz
TOP OF BANK = TOP OF BANK
00
NOTES PLAN VIEW
1. DO NOT EXCAVATE STREAMS WITH ROCK BOTTOMS IN ORDER TO PLACE ALL PIPES AT THE SAME LEVEL. PLACE AS MANY
PIPES AS PRACTICAL WITHIN THE LOW AREA OF THE STREAM. PLACE REMAINING PIPES REQUIRED TO CROSS THE STREAM
ON THE EXISTING STREAM BOTTOM.
2. INITIATE PUMP AROUND DIVERSION PRIOR TO ANY EXCAVATION IN STREAM.
3. STREAM CROSSING CAN ONLY BE IN PLACE FOR UP TO 4 MONTHS. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING WORK
TO MEET THIS REQUIREMENT.
4. CONTRACTOR MUST MAINTAIN CROSSING. THIS INCLUDES KEEPING THE PIPES AND INLET AREA CLEAR OF DEBRIS TO
MAINTAIN MAXIMUM WATER FLOW.
DETAIL No.
STANDARD TEMPORARY STREAM CROSSING 04000.11
SHEET 1 OF 3
CHECK SLOT AT (25') INTERVALS
ISOMETRIC VIEW
NOTES:
1. CHECK SLOTS TO BE CONSTRUCTED PER
MANUFACTURERS SPECIFICATIONS. INTERMITTENT CHECK SLOT
2. STAKING OR STAPLING LAYOUT PER METHOD 2
MANUFACTURERS SPECIFICATIONS. NOT TO SCALE
ANCHOR TRENCH
NOT TO SCALE
FBI
C
A
INTERMITTENT CHECK SLOT
METHOD 1
NOT TO SCALE
EROSION CONTROL BLANKETS CHANNEL INSTALLATION
NOT TO SCALE
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
STANDARD EROSION CONTROL DETAILS
0 1" Z, FILENAME 00C-41.dwg
SCALE NOT TO SCALE
SHEET
C-41

1
�l��=il�t•L'�il���iIJ�I
SIDE SLOPES
2 1 (MAXIMUM)
STEEP CUT OR FIL
EFFECTIVE: 12/10/09
2'
TOP RIM OF DITCH MINIMUM
2 : 1 SLOPE
(MAXIMUM)
CROSS SECTION A -A
3
Ili
NOTE:
STABILIZE DIVERSION DITCH WITH TEMPORARY
SEEDING AND EROSION CONTROL NETTING.
I L—rlioll vIL—n
STANDARD TEMPORARY DIVERSION DITCH
WATTLE INSTALLATION
2" x 2" wood stakes
(See Note 6) —7
WATTLE SPACING
SLOPE
MAX. WATTLE SPACING
LESS THAN 2%
150 -FEET
2%
100 -FEET
3%
75 -FEET
4%
50 -FEET
5%
40 -FEET
6%
30 -FEET
GREATER THAN 6%
25 -FEET
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, INC 28202-2075
704.338.6700
FLOW
W
2/3 W
— 1 d — — — _
PARABOLIC -SHAPED WATERWAY WITH STONE CENTER DRAIN
(SHAPED BY BULLDOZER)
W
2' MIN.-III„II I II it l li l l� 11 l l -'III ==i i III=III=III:
-i 11-1 11=1 11=1 I d =1 11=111=1 I lmlV,
II -III -11,—
V—SHAPED WATERWAY WITH STONE CENTER DRAIN
(SHAPED BY MOTOR GRADER)
5
TYPICAL RIP RAP CHANNEL
W
d
IM
4" to 12"
SIZED STONE
FILTER FABRIC
NOTES:
1. TO BE USED WHERE EXCESSIVE STORMWATER VELOCITIES
PROHIBIT VEGETATIVE LININGS.
2. SIZE OF STONE MUST BE DETERMINED BY APPROPRIATE
DESIGN PROCEDURE.
3. DIMENSIONS FOR d & W VARIES ACCORDING TO DESIGN.
DETAIL No. %WX4000 09 STANDARD RIP -RAP LINED CHANNELS
SHEET 1 of 1 EFFECTIVE: 12/10/09
WATTLES — GENERAL NOTES
1. Wattles may be installed along contours, in drainage
conveyance channels, and around inlets to help prevent
Stakes off—site discharge of sediment—laden stormwater runoff.
Placed 2. Wattles are elongated tubes of compacted geotextiles,
at 2' curled excelsior wood, natural coconut fiber, or hardwood
Minimum mulch. Straw, pine needle, and leaf mulch—filled sediment
Spacing tubes are not permitted.
J IU�.JICJ
Stakes
WATTLE INSTALLATION
NOT TO SCALE
3. The outer netting of the wattle should consist of
seamless, high—density polyethylene photodegradable materials
treated with ultraviolet stabilizers or a seamless, high—density
polyethylene non—degradable material.
4. Wattles, when used as checks within channels, should
range between 18—inches and 24—inches depending on channel
dimensions. Diameters outside this range may be allowed
where necessary when approved.
5. Curled excelsior wood, or natural coconut products that are
rolled up to create a wattle are not allowed.
6. Wattles shall be secured to the soil by wire staples
approximately every 1 linear foot and at the end of each
section of wattle. Provide staples made of 0.125" diameter
new steel wire formed into a u shape not less than 12" in
length with a throat of 1" in width. Wattles should be staked
using wooden stakes (2—inch X 2—inch) at a minimum of
24—inches in length placed on 2—foot centers. A minimum of
4 stakes shall be installed on the downstream side of wattle
with a maximum spacing of 2 linear feet along the wattle and
according to the detail.
7. Install all wattles to ensure that no gaps exist
between the soil and the bottom of the tube. Manufacturer's
recommendations should always be consulted before
installation.
8. The ends of adjacent wattles should be overlapped
6—inches to prevent flow and sediment from passing through
the field joint.
9. Wattles should not be stacked on top of one another,
unless recommended by manufacturer.
10. Each wattle should be installed in a trench with a
depth equal to 1/5 the diameter of the wattle.
11. Wattles should continue up the side slopes a minimum
of 1—foot above the design flow depth of the channel.
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
WATTLES — INSPECTION & MAINTENANCE
1. The key to functional wattles is weekly inspections,
routine maintenance, and regular sediment removal.
2. Regular inspections of wattles shall be conducted once
every calendar week and, as recommended, within 24—hours
after each rainfall even that produces 1/2—inch or more of
precipitation.
3. Attention to sediment accumulations in front of the sediment
tube is extremely important. Accumulated sediment should be
continually monitored and removed when necessary.
4. Remove accumulated sediment when it reaches 1/3 the height
of the wattle.
5. Removed sediment shall be placed in stockpile storage areas
or spread thinly across disturbed area. Stabilize the removed
sediment after it is relocated.
6. Large debris, trash, and leaves should be removed from in
front of tubes when found.
7. If erosion causes the edges to fall to a height equal to or
below the height of the wattle, repairs should be made
immediately to prevent runoff from bypassing tube.
8. Wattles should be removed after the contributing
drainage area has been completely stabilized. Permanent
vegetation should replace areas from which wattles
have been removed.
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
DETAIL No.
04000.10
SHEET 1 OF 1
rl
FROM DEWATERING � "`I
SYSTEM BAG
NOTES:
1. CONTRACTOR TO SIZE FILTER BAG BASED UPON FLOW RATE OF DEWATERING SYSTEM.
2. MONITOR DISCHARGE FROM BAG TO ENSURE NO DOWNSTREAM EROSION OCCURS.
3. FABRIC: 8 OZ NON—WOVEN GEOTEX, OR EQUAL.
DEWATERING FILTER BAG
NOT TO SCALE
NPDES Stormwater Discharge Permit for Construction Activities (NCGO1)
NCDENR/Division of Energy, Mineral and Land Resources
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
WATTLES — INSPECTION & MAINTENANCE
1. The key to functional wattles is weekly inspections,
routine maintenance, and regular sediment removal.
2. Regular inspections of wattles shall be conducted once
every calendar week and, as recommended, within 24—hours
after each rainfall even that produces 1/2—inch or more of
precipitation.
3. Attention to sediment accumulations in front of the sediment
tube is extremely important. Accumulated sediment should be
continually monitored and removed when necessary.
4. Remove accumulated sediment when it reaches 1/3 the height
of the wattle.
5. Removed sediment shall be placed in stockpile storage areas
or spread thinly across disturbed area. Stabilize the removed
sediment after it is relocated.
6. Large debris, trash, and leaves should be removed from in
front of tubes when found.
7. If erosion causes the edges to fall to a height equal to or
below the height of the wattle, repairs should be made
immediately to prevent runoff from bypassing tube.
8. Wattles should be removed after the contributing
drainage area has been completely stabilized. Permanent
vegetation should replace areas from which wattles
have been removed.
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
DETAIL No.
04000.10
SHEET 1 OF 1
rl
FROM DEWATERING � "`I
SYSTEM BAG
NOTES:
1. CONTRACTOR TO SIZE FILTER BAG BASED UPON FLOW RATE OF DEWATERING SYSTEM.
2. MONITOR DISCHARGE FROM BAG TO ENSURE NO DOWNSTREAM EROSION OCCURS.
3. FABRIC: 8 OZ NON—WOVEN GEOTEX, OR EQUAL.
DEWATERING FILTER BAG
NOT TO SCALE
NPDES Stormwater Discharge Permit for Construction Activities (NCGO1)
NCDENR/Division of Energy, Mineral and Land Resources
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not than 2:1, 14 days
steeper are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
TOWN OF CARY
RAW WAT E R
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
TOWN OF CARY
STANDARD EROSION CONTROL DETAILS
0 1” 2,, FILENAME OOC-42.dwg
SCALE NOT TO SCALE
SHEET
(7
C

1 1 2
EROSION CONTROL NOTES: NARRATIVE AND CONSTRUCTION SEQUENCE
A. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE PROVIDED
FOR ALL LAND DISTURBING ACTIVITIES IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS AND AN EROSION CONTROL PLAN APPROVED BY THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR).
TEMPORARY MEASURES SHALL BE INSTALLED BY THE CONTRACTOR, THEN
INSPECTED BY THE INSPECTOR AND THE NCDENR FOR COMPLIANCE PRIOR TO
ANY LAND DISTURBING ACTIVITY. THE INSPECTION AND APPROVAL PROCESS
SHALL BE REQUIRED ON EACH PHASE OF CONSTRUCTION. ALL PERMANENT
EROSION CONTROL MEASURES SHALL BE INCORPORATED INTO THE WORK AT THE
EARLIEST PRACTICAL TIME. ALL TEMPORARY MEASURES SHALL BE MAINTAINED
UNTIL THE PERMANENT MEASURES HAVE TAKEN EFFECT. TEMPORARY AND
PERMANENT MEASURES SHALL BE COORDINATED TO PROVIDE EFFECTIVE AND
CONTINUOUS EROSION CONTROL THROUGHOUT THE CONSTRUCTION AND
POST—CONSTRUCTION PERIOD TO MINIMIZE SILTATION OF STREAMS, LAKES,
RESERVOIRS, AND OTHER IMPOUNDMENTS, GROUND SURFACES, AND OTHER
PROPERTY. THESE MEASURES SHALL REMAIN IN EFFECT UNTIL FINAL
APPROVAL FOR REMOVAL IS GIVEN BY THE INSPECTOR AND THE NCDENR AT
WHICH TIME THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL
MEASURES AT NO ADDITIONAL COST TO THE OWNER.
B. THE CONTRACTOR SHALL CHECK ALL EROSION AND SEDIMENT CONTROL MEASURES
FOR STABILITY AND OPERATION FOLLOWING EACH RAINFALL EVENT, AND NO LESS
THAN ONCE PER WEEK. THE CONTRACTOR SHALL MAKE ANY NEEDED REPAIRS
IMMEDIATELY TO MAINTAIN ALL CONTROL MEASURES AS DESIGNED.
C. THE CONTRACTOR SHALL CLEAN OUT ALL SEDIMENT TRAPPING DEVICES WHEN THE
DEVICE REACHES 50% TRAP CAPACITY AND SHALL DISPOSE OF THE SEDIMENT BY
SPREADING ON THE SITE IN A PROTECTED AREA OR BY HAULING AWAY IF NOT
SUITABLE FOR FILL AT NO ADDITIONAL COST TO THE OWNER.
D. THE CONTRACTOR SHALL CALL NCDENR (919-791-4200) TO SCHEDULE A
PRE—CONSTRUCTION MEETING PRIOR TO ANY LAND DISTURBANCE.
TEMPORARY AND PERMANENT NON LAWN SEEDING MEASURES
A. GENERAL:
i. AFTER CONSTRUCTION IS COMPLETE IN ANY AREA OR PHASE OF THE PROJECT,
THE DISTURBED AREAS SHALL RECEIVE A PERMANENT GROUND COVER. SEEDING
AND MULCHING SHALL BE PERFORMED IMMEDIATELY BEHIND CONSTRUCTION.
THE CONTRACTOR SHALL PROVIDE PERMANENT SEEDING IN ALL DISTURBED
AREAS AS INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL
ADAPT PERMANENT SEEDING OPERATIONS TO PROTECT AND TO ACCOMMODATE
ANY TEMPORARY SEEDING AND SOIL AND EROSION CONTROL MEASURES THAT
MAY ALREADY BE IN PLACE DURING THE WORK PERIOD.
ii. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE
APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT
NO ADDITIONAL COST TO OWNER.
iii. CONTRACTOR SHALL BE RESPONSIBLE FOR TURF MAINTENANCE THROUGH
SUBSTANTIAL COMPLETION. SLOPES MUST BE AT 90% COVERAGE AT
SUBSTANTIAL COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 90% COVERAGE,
SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL THE FOLLOWING GROWING
SEASON.
B. SITE PREPARATION AND INSTALLATION:
i. GROUND COVER: ALL DISTURBED AREAS SHALL BE DRESSED TO A DEPTH OF
FIVE (5) INCHES. THE TOP TWO (2) INCHES SHALL BE PULVERIZED TO
PROVIDE A UNIFORM SEEDBED. RAKE OR HARROW THE SITE TO ESTABLISH A
SMOOTH AND LEVEL FINAL GRADE. SOIL PARTICLES SHOULD BE NO LARGER
THAN MARBLE SIZE, AND PEA GRAVEL SIZE IS EVEN BETTER. AGRICULTURAL
LIME SHALL BE APPLIED AT THE RATE OF 95 LBS./1000 SQ. FT. IMMEDIATELY
BEFORE PLOWING. GRASS SEED SHALL BE APPLIED AT THE RATES OUTLINED IN
TABLES 1 AND 2.
5-10-10 FERTILIZER SHALL BE APPLIED TO ALL DISTURBED AREAS AT A RATE
OF 21 LBS./1000 SQ. FT. MULCHING SHALL CONSIST OF SMALL GRAIN STRAW
APPLIED AT A RATE OF 2 TONS/ACRE. MULCHED AREAS SHALL BE TACKED
WITH ASPHALT OR OTHER APPROVED METHOD SUFFICIENT TO HOLD THE STRAW
IN PLACE, AT A RATE OF 150 TO 200 GALLONS PER TON OF STRAW.
iii. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN THIRTY (30)
DAYS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, FERTILIZED AND
TACKED AT NO ADDITIONAL COST TO THE OWNER.
iv. SOME AREAS MAY REQUIRE TEMPORARY SEEDING DUE TO AN INTERRUPTION OF
WORK EXCEEDING THIRTY (30) DAYS OR SEASONAL RESTRICTIONS AS SPECIFIED
IN THE PERMANENT SEEDING SCHEDULE, OR A COMBINATION THEREOF. THESE
AREAS SHALL BE RESEEDED IN ACCORDANCE WITH THE PERMANENT SEEDING
SCHEDULE. IF TEMPORARY SEEDING IS REQUIRED DUE TO CONTRACTOR DELAYS,
THERE WILL BE NO COMPENSATION FOR THE TEMPORARY SEEDING. TEMPORARY
SEEDING SHALL BE PERFORMED ONLY AT THE DIRECTION OF THE ENGINEER OR
INSPECTOR.
v. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE
APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT
NO ADDITIONAL COST TO OWNER.
C. CLEANUP AND INSPECTION:
i. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE
ALL EQUIPMENT AND OTHER ARTICLES USED. ALL EXCESS SOIL, STONE, AND
DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL
COST TO THE OWNER. ALL WORK AREAS SHALL BE LEFT IN A CLEAN AND
NEAT CONDITION. ALL DAMAGE TO EXISTING CONSTRUCTION CAUSED BY
LANDSCAPING OPERATIONS SHALL BE REPAIRED TO THE SATISFACTION OF THE
TOWN AT THE CONTRACTOR'S EXPENSE.
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
3 I 4
ii. SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO
ESTABLISH A UNIFORM STAND OF SPECIFIED GRASS. SCATTERED BARE SPOTS,
NONE OF WHICH SHALL BE LARGER THAT ONE (1) SQUARE FOOT, WILL BE
ALLOWED UP TO A MAXIMUM OF 3% OF THE SEEDED AREA FOR EACH
PROPERTY. WHEN SEEDED AREAS ARE READY FOR INSPECTION, THE MAINTAINED
TURF AREAS SHALL BE NEATLY MOWED TO THE UNIFORM HEIGHT OF
APPROXIMATELY TWO AND ONE—HALF (2.5) INCHES. THE LAWNS SHALL BE
CONSIDERED ESTABLISHED ONLY WHEN THE SPECIFIED GRASS IS VIGOROUS AND
GROWING WELL IN ADDITION TO MEETING THE OTHER REQUIREMENTS SPECIFIED.
iii. AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE
CONCLUSION OF THE LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING
SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST
TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION.
iv. A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF
SEEDED TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING
SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST
TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION. IF A
SATISFACTORY STAND OF TURF HAS NOT BEEN PRODUCED AT THE TIME OF
FINAL INSPECTION, NECESSARY REPAIRS SHALL BE PERFORMED IN CONFORMANCE
WITH THE REQUIREMENTS OF THIS SECTION. UPON COMPLETION OF THESE
REPAIRS, THE SEEDED GRASS SHALL BE REINSPECTED UPON WRITTEN NOTICE AS
ABOVE.
TABLE 1
LAWN SEEDING
(Cool- and Warm -Season Grasses)
SHOULDERS, SIDE DITCHES, SLOPES
(For Slopes Between 2:1 and 3:1)
Date
Type
Planting Rate
Mar 1 - June 1
Sercea Lespedeza (scarified)
and
-50 lbs./acre
Mar 1 - Apr 15
Add Tall Fescue
or
120 lbs./acre
Mar 1 - June 30
Add Weeping I-megrass
or
10 lbs./acre
Mar 1 - June 30
Add Hulled Common Bermudagrass
25 lbs./acre
June 1 - Sept 1
"'Tall Fescue and
""'Browntop Millet or
'`*'"Sorghum -Sudan Hybrids
120 lbs./acre
35 lbs./acre
30 lbs./acre
Sept 1 - Mar 1
Sericea Lespedeza (un hull ed/un scarified)
and Tall Fescue
70 lbs./acre
120 lbs./acre
Nov 1 - Mar 1
Add Abruzzi Rye
25 lbs./acre
TABLE 2
5 4
SHOULDERS, SIDE DITCHES, SLOPES
(For Slopes 3:1 and Flatter)
Date Type
Planting Rate
Aug 15 - Nov 1 Tall Fescue
300 lbs./acre
Nov 1 - Mar 1 Tall Fescue and Abruzzi Rye
300 lbs./acre
Mar 1 - Apr 15 Tall Fescue
300 lbs./acre
Apr 15 - June 30 Hulled Common Bermudagrass
25 lbs./acre
Tall Fescue and ""Browntop Millet
July 15 -Aug 15 or —Sorghum -Sudan Hybrids
35 lbs./acre
PERMANENT LAWN SEEDING MEASURES
A. GENERAL
i. THE FOLLOWING INFORMATION SHALL BE APPLICABLE FOR ALL PERMANENT LAWN
SEEDING. PERMANENT LAWN SEEDING SHALL TAKE PLACE WITHIN ALL
DEVELOPED AREAS OF DISTURBANCE INCLUDING RESIDENTIAL AND COMMERCIAL
AREAS AND SHALL BE REPLACED IN KIND OF EXISTING MATERIAL BY THE
CONTRACTOR. AN APPROVED TURF TYPE TALL FESCUE BLEND SHALL BE USED
PER THE CONTRACT DOCUMENTS. KENTUCKY 31 IS NOT AN ACCEPTABLE
BLEND.
ii. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE
APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT
NO ADDITIONAL COST TO OWNER.
CONTRACTOR SHALL BE RESPONSIBLE FOR LAWN MAINTENANCE THROUGH
SUBSTANTIAL COMPLETION. LAWNS MUST BE AT 90% COVERAGE AT SUBSTANTIAL
COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 90% COVERAGE,
SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL THE FOLLOWING GROWING
SEASON.
B. SITE PREPARATION:
REMOVE OR KILL ANY UNDESIRABLE EXISTING TURF OR VEGETATION. HERBICIDE
SPRAYING OR OTHER CHEMICAL TREATMENT SHALL BE APPROVED BY THE
ENGINEER PRIOR TO BEING USED BY THE CONTRACTOR. IF PREEXISTING TURF
OR OTHER VEGETATION IS MIXED WITH THE SOIL TO BE REUSED, THE
CONTRACTOR SHALL USE BEST JUDGEMENT IN REMOVING IT OR INCORPORATING
IT INTO THE SOIL DURING PREPARATION.
ii. IF TOPSOIL WAS NOT USED TO REESTABLISH THE UPPER SOIL LAYER AND THE
UPPER SOIL IS HEAVY WITH HIGH CLAY CONTENT, SPREAD 1.5-2 INCHES OF
AGED GROUND PINE BARK OR BAGGED ORGANIC HUMUS OVER THE AREA TO BE
REPAIRED.
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
5 I 6
iii. FOR ALL GRASSES EXCEPT CENTIPEDEGRASS, APPLY PER 1,000 SQUARE FEET:
75 POUNDS OF GROUND LIMESTONE AND ONE OF THE FOLLOWING FERTILIZERS:
40 POUNDS OF 5-10-10; 20 POUNDS OF 10-20-20; OR 20 POUNDS OF
8-8-8 OR 10-10-10 IN COMBINATION WITH 4 POUNDS OF 0-46-0.
CENTIPEDEGRASS PREFERS ACIDIC SOILS AND LOW LEVELS OF PHOSPHORUS AND
MAY NOT REQUIRE THE ADDITION OF LIME AND PHOSPHORUS.
iv. INCORPORATE LIME AND FERTILIZER (AND PINE BARK IF ADDED) INTO THE TOP 6
INCHES OF THE SOIL USING A ROTOTILLER OR BY HAND. ROTOTILL OR HAND
CULTIVATE TO WELL INCORPORATE THE AMENDMENTS AND GET A UNIFORM
LOOSELY TEXTURED SOIL OF MINIMUM 6—INCH DEPTH.
v. RAKE OR HARROW THE SITE TO ESTABLISH A SMOOTH AND LEVEL FINAL GRADE.
SOIL PARTICLES SHOULD BE NO LARGER THAN MARBLE SIZE, AND PEA GRAVEL
SIZE IS EVEN BETTER. HAND RAKING TO LEVEL THE SOIL AND WORK OUT HILLS
AND HOLLOWS. FOR AREAS LARGER THAN 100 SQ. FT. ALLOW RAIN OR
IRRIGATE TO SETTLE THE SOIL. IN SOME SITUATIONS, THE ENGINEER MAY
REQUIRE ROLLING OR CULTIPACKING TO FIRM THE SOIL BEFORE SEEDING. HAND
RAKE AGAIN TO BREAK UP THE CRUSTY SURFACE BEFORE SEEDING OR
PLANTING.
C. INSTALLATION:
i. GENERAL:
a)SEED OR PLANT THE REQUIRED GRASS ACCORDING TO TABLE 3.
b)THE CHOICE OF TURFGRASS TYPE, VARIETY AND PROPAGATION FORM SHALL BE
SPECIFIED IN THE CONTRACT DOCUMENTS, AS SPECIFIED IN THE ITEMIZED
PROPOSAL, OR AS DESIGNATED BY THE ENGINEER.
c)SEED SHALL BE TAGGED CERTIFIED SEED. GERMINATION SHALL BE A MINIMUM
OF 95%. SEED SHALL BE 98% PURE WITH LESS THAN 2% OTHER—CROP SEED
OR DEBRIS. SEED SHALL BE FREE OF NOXIOUS WEED SEED.
d)SOD, SPRIGS, PLUGS OR OTHER VEGETATIVE PLANT PROPAGATION MATERIALS
SHALL BE CERTIFIED FREE OF NOXIOUS WEEDS. MATERIALS SHALL BE IN GOOD
HEALTH AND VIGOR, FREE OF DISEASE OR PESTS, OR DAMAGE FROM DRYNESS,
ADVERSE TEMPERATURE, HERBICIDES, FERTILIZER OR OTHER CHEMICALS.
SPRIGS THAT ARE OLDER THAN 48 HOURS ARE NOT ACCEPTABLE REGARDLESS
OF CONDITION.
e)THE CONTRACTOR SHALL MAINTAIN A LOG OF DATES THAT SOD, SPRIGS, PLUGS,
OR OTHER SEEDING INSTALLATION WAS COMPLETED FOR EACH INDIVIDUAL
PROPERTY AND SHALL NOTIFY THE ENGINEER OR INSPECTOR OF EACH DAY'S
PROGRESS.
y1111:1ell1[e]
a)SOW THE SEED ON FRESHLY PREPARED SOIL. ENSURE UNIFORM COVERAGE
BY USING A CENTRIFUGAL (ROTARY) OR DROP—TYPE SPREADER. AREAS LARGER
THAN 100 SQ. FT. SHALL BE SEEDED WITH A MINIMUM OF TWO PASSES AT THE
APPROPRIATE PARTIAL RATE FOR EACH PASS. FOR AREAS AVERAGING GREATER
15 FT. WIDTH, APPLY HALF THE SEED IN ONE DIRECTION AND THE OTHER HALF
AT RIGHT ANGLES TO THE FIRST DIRECTION.
b)APPLY A STARTER—TYPE FERTILIZER TO THE SOIL SURFACE FOR EXAMPLE, 10
POUNDS OF 5-10-10 OR 5 POUNDS OF 10-20-20 PER 1,000 SQUARE FEET
AT THE TIME OF SEEDING.
c)LIGHTLY COVER THE SEED BY HAND RAKING OR DRAGGING WITH A MAT OR
CHAIN—LINK FENCE. ROLL OR TAMP THE SOIL LIGHTLY TO FIRM THE SURFACE
AND PROVIDE GOOD SEED—TO—SOIL CONTACT.
d)MULCH GRASS SEED WITH WEED—FREE SMALL GRAIN STRAW OR HAY APPLIED
AT A RATE OF 2 TONS/ACRE. STABILIZE SMALL AREAS OF MULCH BY ROLLING,
WATERING OR TACKING WITH ASPHALT TACKING SPRAY. TWINE NETTING CAN BE
USED IF WIND DISPLACEMENT IS A PROBLEM. IF APPLIED EVENLY AND LIGHTLY,
THESE MATERIALS NEED NOT BE REMOVED. LARGER AREAS SHALL BE
STABILIZED BY ASPHALT TACKING SPRAY OR TWINE NETTING.
D. CLEANUP AND INSPECTION:
i. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE
ALL EQUIPMENT AND OTHER ARTICLES USED. ALL EXCESS SOIL, STONE, AND
DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL
COST TO THE OWNER. ALL WORK AREAS SHALL BE LEFT IN A CLEAN AND
NEAT CONDITION. ALL DAMAGE TO EXISTING CONSTRUCTION CAUSED BY
LANDSCAPING OPERATIONS SHALL BE REPAIRED TO THE SATISFACTION OF THE
TOWN AT THE CONTRACTOR'S EXPENSE.
ii. SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO
ESTABLISH A UNIFORM STAND OF SPECIFIED GRASS. SCATTERED BARE SPOTS,
NONE OF WHICH SHALL BE LARGER THAT ONE (1) SQUARE FOOT, WILL BE
ALLOWED UP TO A MAXIMUM OF 3% OF THE SEEDED AREA FOR EACH
PROPERTY. WHEN SEEDED AREAS ARE READY FOR INSPECTION, THE MAINTAINED
TURF AREAS SHALL BE NEATLY MOWED TO THE UNIFORM HEIGHT OF
APPROXIMATELY TWO AND ONE—HALF (2.5) INCHES. THE LAWNS SHALL BE
CONSIDERED ESTABLISHED ONLY WHEN THE SPECIFIED GRASS IS VIGOROUS AND
GROWING WELL IN ADDITION TO MEETING THE OTHER REQUIREMENTS SPECIFIED.
iii. AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE
CONCLUSION OF THE LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING
SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST
TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION.
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
7 1 8
iv. A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF
SEEDED TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING
SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST
TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION. IF A
SATISFACTORY STAND OF TURF HAS NOT BEEN PRODUCED AT THE TIME OF
FINAL INSPECTION, NECESSARY REPAIRS SHALL BE PERFORMED IN CONFORMANCE
WITH THE REQUIREMENTS OF THIS SECTION. UPON COMPLETION OF THESE
REPAIRS, THE SEEDED GRASS SHALL BE REINSPECTED UPON WRITTEN NOTICE AS
ABOVE.
TABLE 3
LAWN SEEDING
(Cool- and Warm -Season Grasses)
Cohn Narne
Typical Planting Rate/1,000
sq. ft.
Lawn Grass
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
PROJECT NUMBER 100234-191838-018
5 I 6
iii. FOR ALL GRASSES EXCEPT CENTIPEDEGRASS, APPLY PER 1,000 SQUARE FEET:
75 POUNDS OF GROUND LIMESTONE AND ONE OF THE FOLLOWING FERTILIZERS:
40 POUNDS OF 5-10-10; 20 POUNDS OF 10-20-20; OR 20 POUNDS OF
8-8-8 OR 10-10-10 IN COMBINATION WITH 4 POUNDS OF 0-46-0.
CENTIPEDEGRASS PREFERS ACIDIC SOILS AND LOW LEVELS OF PHOSPHORUS AND
MAY NOT REQUIRE THE ADDITION OF LIME AND PHOSPHORUS.
iv. INCORPORATE LIME AND FERTILIZER (AND PINE BARK IF ADDED) INTO THE TOP 6
INCHES OF THE SOIL USING A ROTOTILLER OR BY HAND. ROTOTILL OR HAND
CULTIVATE TO WELL INCORPORATE THE AMENDMENTS AND GET A UNIFORM
LOOSELY TEXTURED SOIL OF MINIMUM 6—INCH DEPTH.
v. RAKE OR HARROW THE SITE TO ESTABLISH A SMOOTH AND LEVEL FINAL GRADE.
SOIL PARTICLES SHOULD BE NO LARGER THAN MARBLE SIZE, AND PEA GRAVEL
SIZE IS EVEN BETTER. HAND RAKING TO LEVEL THE SOIL AND WORK OUT HILLS
AND HOLLOWS. FOR AREAS LARGER THAN 100 SQ. FT. ALLOW RAIN OR
IRRIGATE TO SETTLE THE SOIL. IN SOME SITUATIONS, THE ENGINEER MAY
REQUIRE ROLLING OR CULTIPACKING TO FIRM THE SOIL BEFORE SEEDING. HAND
RAKE AGAIN TO BREAK UP THE CRUSTY SURFACE BEFORE SEEDING OR
PLANTING.
C. INSTALLATION:
i. GENERAL:
a)SEED OR PLANT THE REQUIRED GRASS ACCORDING TO TABLE 3.
b)THE CHOICE OF TURFGRASS TYPE, VARIETY AND PROPAGATION FORM SHALL BE
SPECIFIED IN THE CONTRACT DOCUMENTS, AS SPECIFIED IN THE ITEMIZED
PROPOSAL, OR AS DESIGNATED BY THE ENGINEER.
c)SEED SHALL BE TAGGED CERTIFIED SEED. GERMINATION SHALL BE A MINIMUM
OF 95%. SEED SHALL BE 98% PURE WITH LESS THAN 2% OTHER—CROP SEED
OR DEBRIS. SEED SHALL BE FREE OF NOXIOUS WEED SEED.
d)SOD, SPRIGS, PLUGS OR OTHER VEGETATIVE PLANT PROPAGATION MATERIALS
SHALL BE CERTIFIED FREE OF NOXIOUS WEEDS. MATERIALS SHALL BE IN GOOD
HEALTH AND VIGOR, FREE OF DISEASE OR PESTS, OR DAMAGE FROM DRYNESS,
ADVERSE TEMPERATURE, HERBICIDES, FERTILIZER OR OTHER CHEMICALS.
SPRIGS THAT ARE OLDER THAN 48 HOURS ARE NOT ACCEPTABLE REGARDLESS
OF CONDITION.
e)THE CONTRACTOR SHALL MAINTAIN A LOG OF DATES THAT SOD, SPRIGS, PLUGS,
OR OTHER SEEDING INSTALLATION WAS COMPLETED FOR EACH INDIVIDUAL
PROPERTY AND SHALL NOTIFY THE ENGINEER OR INSPECTOR OF EACH DAY'S
PROGRESS.
y1111:1ell1[e]
a)SOW THE SEED ON FRESHLY PREPARED SOIL. ENSURE UNIFORM COVERAGE
BY USING A CENTRIFUGAL (ROTARY) OR DROP—TYPE SPREADER. AREAS LARGER
THAN 100 SQ. FT. SHALL BE SEEDED WITH A MINIMUM OF TWO PASSES AT THE
APPROPRIATE PARTIAL RATE FOR EACH PASS. FOR AREAS AVERAGING GREATER
15 FT. WIDTH, APPLY HALF THE SEED IN ONE DIRECTION AND THE OTHER HALF
AT RIGHT ANGLES TO THE FIRST DIRECTION.
b)APPLY A STARTER—TYPE FERTILIZER TO THE SOIL SURFACE FOR EXAMPLE, 10
POUNDS OF 5-10-10 OR 5 POUNDS OF 10-20-20 PER 1,000 SQUARE FEET
AT THE TIME OF SEEDING.
c)LIGHTLY COVER THE SEED BY HAND RAKING OR DRAGGING WITH A MAT OR
CHAIN—LINK FENCE. ROLL OR TAMP THE SOIL LIGHTLY TO FIRM THE SURFACE
AND PROVIDE GOOD SEED—TO—SOIL CONTACT.
d)MULCH GRASS SEED WITH WEED—FREE SMALL GRAIN STRAW OR HAY APPLIED
AT A RATE OF 2 TONS/ACRE. STABILIZE SMALL AREAS OF MULCH BY ROLLING,
WATERING OR TACKING WITH ASPHALT TACKING SPRAY. TWINE NETTING CAN BE
USED IF WIND DISPLACEMENT IS A PROBLEM. IF APPLIED EVENLY AND LIGHTLY,
THESE MATERIALS NEED NOT BE REMOVED. LARGER AREAS SHALL BE
STABILIZED BY ASPHALT TACKING SPRAY OR TWINE NETTING.
D. CLEANUP AND INSPECTION:
i. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE
ALL EQUIPMENT AND OTHER ARTICLES USED. ALL EXCESS SOIL, STONE, AND
DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL
COST TO THE OWNER. ALL WORK AREAS SHALL BE LEFT IN A CLEAN AND
NEAT CONDITION. ALL DAMAGE TO EXISTING CONSTRUCTION CAUSED BY
LANDSCAPING OPERATIONS SHALL BE REPAIRED TO THE SATISFACTION OF THE
TOWN AT THE CONTRACTOR'S EXPENSE.
ii. SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO
ESTABLISH A UNIFORM STAND OF SPECIFIED GRASS. SCATTERED BARE SPOTS,
NONE OF WHICH SHALL BE LARGER THAT ONE (1) SQUARE FOOT, WILL BE
ALLOWED UP TO A MAXIMUM OF 3% OF THE SEEDED AREA FOR EACH
PROPERTY. WHEN SEEDED AREAS ARE READY FOR INSPECTION, THE MAINTAINED
TURF AREAS SHALL BE NEATLY MOWED TO THE UNIFORM HEIGHT OF
APPROXIMATELY TWO AND ONE—HALF (2.5) INCHES. THE LAWNS SHALL BE
CONSIDERED ESTABLISHED ONLY WHEN THE SPECIFIED GRASS IS VIGOROUS AND
GROWING WELL IN ADDITION TO MEETING THE OTHER REQUIREMENTS SPECIFIED.
iii. AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE
CONCLUSION OF THE LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING
SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST
TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION.
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
7 1 8
iv. A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF
SEEDED TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING
SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST
TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION. IF A
SATISFACTORY STAND OF TURF HAS NOT BEEN PRODUCED AT THE TIME OF
FINAL INSPECTION, NECESSARY REPAIRS SHALL BE PERFORMED IN CONFORMANCE
WITH THE REQUIREMENTS OF THIS SECTION. UPON COMPLETION OF THESE
REPAIRS, THE SEEDED GRASS SHALL BE REINSPECTED UPON WRITTEN NOTICE AS
ABOVE.
TABLE 3
LAWN SEEDING
(Cool- and Warm -Season Grasses)
Cohn Narne
Typical Planting Rate/1,000
sq. ft.
Lawn Grass
Planting Dates'
Seeds2
Space Planting3
Sprigging4
Tall fescue
March 1 to Oct. 15
(Aug. 15 to Oct. 1 optimum)
6
-
-
Tall fescue/annual (winter) rye
Oct. 15 to March 1
6 fescue
1 rye
Tripsocian dactr•Ioides
5
Bermudagrass(seed)
Apr. 1 to Aug. 15
1 to 2
-
-
Bermudagrass (vegetative)
Apr. 15 to Aug. 30
-
5 4
5
Centipedegrass
March to July
0.25 to 0.50
5
-
Zoysiagrass
April to July
-
5 4
5
St. Augustinegrass
Apr. to July
-
5 4
-
NOTES:
1. SOD CONSISTING OF COOL—SEASON GRASSES CAN BE INSTALLED ANYTIME THE
GROUND IS NOT FROZEN. SOD CONSISTING OF WARM—SEASON GRASSES CAN
BE INSTALLED AS LONG AS SOIL TEMPERATURE EXCEEDS 55°F (TYPCALLY APRIL
15 TO OCTOBER 1).
2. POUNDS OF SEED PER 1,000 SQ. FT.
3. SQ. YDS. TO TURF CUT INTO 2—INCH CENTERS TO PLANT 1,000 SQ. FT.
4. BUSHELS OF SPRIGS PER 1,000 SQ. FT. (1 SQ. YD. OF TURF PULLED APART
IS EQUIVALENT TO 1 BUSHEL OF SPRIGS.
WETLAND SEEDING AND PLANTING:
RAW WATER
TRANSMISSION
e PARALLEL PIPELINE
WT -1194
1. HERBACEOUS WETLAND SEED (PASTURES, FIELDS): THE FOLLOWING SEED
MIXTURE SHALL BE APPLIED WITHIN JURISDICTIONAL WETLAND AREAS AT THE
RATE OF 20 LB/ACRE. MULCH SEEDED AREAS BUT DO NOT APPLY FERTILIZER
OR LIME. SEED TO BE SUPPLIED BY ERNST CONSERVATION SEEDS OR
APPROVED EQUAL.
TOWN OF CARY NORTH CAROLINA
Seed Spec Street
Riparian CustomMix
Cohn Narne
Botanteal lkame
Percentage
Annual Ry.e
Lnfivm 17711/tifloruln
Slue v°en,ain
T e1 -bona hastala
5
Bur -marigold
Bidens arrstosa
10
Deerlongue "TIflga"
Dichanthelium elandestirrum
15
Eastern gamma grass
Tripsocian dactr•Ioides
5
Partridge pea
Clrc77r1crecl r.s#a fc:scrcll/c7#e7
10
Penn syhaniasmartweed
Po/1ge117wnpennsi-1i-an icifn1
10
River oats
C11us11 anthimn latifaliwn
5
Soft rush
JF21ncus effilses
5
VIrninia wild rye
Eyrmis virgin cus
10
EROSION CONTROL AND
SEEDING SPECIFICATIONS
0 1" Z, FILENAME I OOC-43.dwg
SCALE I NONE
SHEET
C-43
FBI
C
IV
0

HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER
R. POUSARD, PE
CHECKED BY
J. GIDDINGS, PE
DRAWN BY
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER
R. POUSARD, PE
CHECKED BY
J. GIDDINGS, PE
DRAWN BY
S. FRANKLIN
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
PROJECT NUMBER 100234-191838-018
TOWN OF CARY
RAW WAT E R
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
CATHODIC PROTECTION
GENERAL NOTES, ABBREVIATIONS, AND
INSTALLATION SCHEDULE
0 1" Z, FILENAME OOC-44.dwg
MOM
SCALE NOT TO SCALE
SHEET
C-44

HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
TRANSMISSION
e PARALLEL PIPELINE
WT -1194
TOWN OF CARY NORTH CAROLINA
CATHODIC PROTECTION
DETAILS
0 1" 2" FILENAME OOC-45.dwg
SCALE I NOT TO SCALE
SHEET
C-45
DESIGN ENGINEER
R. POUSARD, PE
CHECKED BY
J. GIDDINGS, PE
DRAWN BY
S. FRANKLIN
- 07/2015 95% SUBMITTAL
- 03/2015 90% SUBMITTAL
- 06/2014 75% SUBMITTAL
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
RAW WATER
TRANSMISSION
e PARALLEL PIPELINE
WT -1194
TOWN OF CARY NORTH CAROLINA
CATHODIC PROTECTION
DETAILS
0 1" 2" FILENAME OOC-45.dwg
SCALE I NOT TO SCALE
SHEET
C-45

HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER
R. POUSARD, PE
CHECKED BY
J. GIDDINGS, PE
DRAWN BY
- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER
R. POUSARD, PE
CHECKED BY
J. GIDDINGS, PE
DRAWN BY
S. FRANKLIN
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
PROJECT NUMBER 100234-191838-018
TOWN OF CARY
RAW WATER
TRANSMISSION
PARALLEL PIPELINE
WT -1194
NORTH CAROLINA
CATHODIC PROTECTION
DETAILS
0 1" Z, FILENAME OOC-46.dwg
SCALE NOT TO SCALE
SHEET
C-46

HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
IN M-11``i1RAW WATER
fly I �
PARALLEL
WT -1 194
TOWN OF CARY NORTH CAROLINA
CATHODIC PROTECTION
DETAILS
0 1" 2" FILENAME OOC-47.dwg
SCALE I NOT TO SCALE
SHEET
C-47
DESIGN ENGINEER
R. POUSARD, PE
CHECKED BY
J. GIDDINGS, PE
DRAWN BY
S. FRANKLIN
- 07/2015 95% SUBMITTAL
- 03/2015 90% SUBMITTAL
- 06/2014 75% SUBMITTAL
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
IN M-11``i1RAW WATER
fly I �
PARALLEL
WT -1 194
TOWN OF CARY NORTH CAROLINA
CATHODIC PROTECTION
DETAILS
0 1" 2" FILENAME OOC-47.dwg
SCALE I NOT TO SCALE
SHEET
C-47

L
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mm0F
o-
L
rQ1
1 1 2
2 -WIRE TEST STATION
NOT TO SCALE
3
NOTES:
1. ALL ANODES SHALL BE PLACED ADJACENT TO NON-ENCASED PIPE.
2. INSTALL ANODES VERTICALLY WITH A SEPARATION OF 10 FEET BETWEEN EACH ANODE.
SEE INSTALLATION SCHEDULE ON SHEET C-44, FOR ANODE SIZE AND NUMBER.
4 -WIRE CASING TEST STATION WITH ANODES
NOT TO SCALE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
L
Lu Li -in
Q '5n
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NING TAPE
GENERAL
5B)
4 I 5
1. INSTALL TEST STATION AT EACH LOCATION TABULATED IN THE INSTALLATION SCHEDULE ON C-44.
2. INSTALL ANODES VERTICALLY WITH A SEPARATION OF 10 FEET BETWEEN EACH ANODE.
SEE INSTALLATION SCHEDULE ON SHEET C-44 FOR ANODE SIZE AND NUMBER.
2 -WIRE TEST STATION WITH ANODES
NOT TO SCALE
(2)-
4 -WIRE ISOLATION FLANGE TEST STATION
NOT TO SCALE
PROJECT MANAGER M. SHULTZ, PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
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I
(TYP)
NOTE:
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SEE INSTALLATION SCHEDULE ON SHEET C-44 FOR ANODE SIZE AND NUMBER.
4 -WIRE ISOLATION FLANGE TEST STATION WITH ANODES
NOT TO SCALE
IN M-11``i1RAW WATER
fly I �
PARALLEL
WT -1 194
TOWN OF CARY NORTH CAROLINA
CATHODIC PROTECTION
DETAILS
0 1" 2" FILENAME OOC-48.dwg
SCALE I NOT TO SCALE
NING TAPE
GENERAL
5B)
SHEET
C-48
C
IQ
0
DESIGN ENGINEER
R. POUSARD, PE
CHECKED BY
J. GIDDINGS, PE
DRAWN BY
S. FRANKLIN
- 07/2015 95% SUBMITTAL
- 03/2015 90% SUBMITTAL
- 06/2014 75% SUBMITTAL
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
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(TYP)
NOTE:
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SEE INSTALLATION SCHEDULE ON SHEET C-44 FOR ANODE SIZE AND NUMBER.
4 -WIRE ISOLATION FLANGE TEST STATION WITH ANODES
NOT TO SCALE
IN M-11``i1RAW WATER
fly I �
PARALLEL
WT -1 194
TOWN OF CARY NORTH CAROLINA
CATHODIC PROTECTION
DETAILS
0 1" 2" FILENAME OOC-48.dwg
SCALE I NOT TO SCALE
NING TAPE
GENERAL
5B)
SHEET
C-48
C
IQ
0

HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
IN M-11``i1RAW WATER
fly I �
PARALLEL
WT -1 194
TOWN OF CARY NORTH CAROLINA
CATHODIC PROTECTION
DETAILS
0 1" 2" FILENAME OOC-49.dwg
SCALE I NOT TO SCALE
SHEET
C-49
DESIGN ENGINEER
R. POUSARD, PE
CHECKED BY
J. GIDDINGS, PE
DRAWN BY
S. FRANKLIN
- 07/2015 95% SUBMITTAL
- 03/2015 90% SUBMITTAL
- 06/2014 75% SUBMITTAL
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
IN M-11``i1RAW WATER
fly I �
PARALLEL
WT -1 194
TOWN OF CARY NORTH CAROLINA
CATHODIC PROTECTION
DETAILS
0 1" 2" FILENAME OOC-49.dwg
SCALE I NOT TO SCALE
SHEET
C-49

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60
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OR THE ANTICIPATED OPERATING SPEED IN MPH
2- "L" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS
AND TRANSITIONS. CHANNELIZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS,
BARRICADES, RAISED ASPHALT ISLANDS, AND VERTICAL PANELS.
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
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- 07/2015
95% SUBMITTAL
- 03/2015
90% SUBMITTAL
- 06/2014
75% SUBMITTAL
- 04/2014
MINIMUM LONGITUDINAL DISTANCE "L" (FEET)
(ROUNDED VALUES)
ISSUE DATE
DESCRIPTION
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585
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140
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420
400
560
830
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770
640
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60
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OR THE ANTICIPATED OPERATING SPEED IN MPH
2- "L" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS
AND TRANSITIONS. CHANNELIZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS,
BARRICADES, RAISED ASPHALT ISLANDS, AND VERTICAL PANELS.
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
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95% SUBMITTAL
- 03/2015
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- 06/2014
75% SUBMITTAL
- 04/2014
50% SUBMITTAL
ISSUE DATE
DESCRIPTION
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INCLUDES PROVIDING SIGHT DISTANCE REQUIREMENTS FOR PLACEMENT OF PAVEMENT MARKING
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PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER M. SHULTZ, PE
CHECKED BY D. McPHERSON, PE
DRAWN BY J. POWERS
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• DRUM
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�- STATIONARY SIGN
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3- THE PRIMARY USE OF BARRIERS ARE FOR WORK AREA PROTECTION. WHEN SERVING THE ADDITIONAL
FUNCTION OF A CHANNELIZING DEVICE, SUCH AS WHEN SHIFTING TRAFFIC, BARRIER TAPERS SHALL
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TRAFFIC CONTROL DETAILS
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0 111 21' FILENAME 00C-50.dw9 SHEET
SCALE NOT TO SCALE CE -5O
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HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
I/ Cl 1RAW WATERTRANSMISSION
PARALLEL PIPELINE
WT -1 194
TRAFFIC CONTROL DETAILS
0 1" 2" FILENAME 00C-51.dwg
TOWN OF CARY
NORTH CAROLINA
SHEET
SCALE I NOT TO SCALE
C-51
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015 95% SUBMITTAL
- 03/2015 90% SUBMITTAL
- 06/2014 75% SUBMITTAL
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
I/ Cl 1RAW WATERTRANSMISSION
PARALLEL PIPELINE
WT -1 194
TRAFFIC CONTROL DETAILS
0 1" 2" FILENAME 00C-51.dwg
TOWN OF CARY
NORTH CAROLINA
SHEET
SCALE I NOT TO SCALE
C-51

HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
I/ Cl 1RAW WATERTRANSMISSION
PARALLEL PIPELINE
WT -1 194
TRAFFIC CONTROL DETAILS
0 1" 2" FILENAME OOC-52.dwg
TOWN OF CARY
NORTH CAROLINA
SHEET
SCALE I NOT TO SCALE
C-52
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015 95% SUBMITTAL
- 03/2015 90% SUBMITTAL
- 06/2014 75% SUBMITTAL
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT NUMBER
00234-191838-018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
I/ Cl 1RAW WATERTRANSMISSION
PARALLEL PIPELINE
WT -1 194
TRAFFIC CONTROL DETAILS
0 1" 2" FILENAME OOC-52.dwg
TOWN OF CARY
NORTH CAROLINA
SHEET
SCALE I NOT TO SCALE
C-52

1
FILLER MATERIAL
AS SPECIFIED
HEAT SHRINK SLEEVE
SHOP APPLIED
DI -ELECTRIC COATING
AS SPECIFIED
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6" NOMINAL
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SINGLE WELDED JOINT CEMENT MORTAR
LINED AND WRAPPED STEEL PIPE DETAIL
NTS
1/2" TAP (THREADED)
FOR AIR TEST, IF 6" NOMINAL
REQUIRED BELL
FILLER MATERIAL 2" MIN
AS SPECIFIED
LAP
HEAT SHRINK SLEEVE
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DI -ELECTRIC COATING
AS SPECIFIED /
PLANT APPLIED
CEMENT MORTAR
LINING t
1/16" CHAMFER, TYP
SACRIFICIAL HEAT
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AS SPECIFIED
-
41
FIELD APPLY CEMENT MORTAR
LINING AFTER COMPLETION OF
BACKFILL
NOTE:
1. 2" MINIMUM FROM BELL TANGENT TO WELD.
DOUBLE WELDED JOINT CEMENT MORTAR
LINED AND WRAPPED STEEL PIPE DETAIL
NTS
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PLANT APPLIED
CEMENT MORTAR
LINING
TAP BOTH PIPE
ENDS FOR AIR TEST
FILLER MATERIAL-\
AS SPECIFIED
HEAT SHRINK SLEEVE --\\
SHOP APPLIED
DI -ELECTRIC COATING
AS SPECIFIED
EXISTING MORTAR
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irl
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SACRIFICIAL HEAT
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TYPTYP%/
MORTAR FILL W/
t WIRE FABRIC
2" MIN 2 1 /2"
7" MAX MIN
TYPE
NOTES:
1. BUTT STRAPS TO BE FURNISHED IN TWO PIECES AND
SHIPPED LOOSE FOR FIELD WELDING. BUTT STRAPS TO
INCLUDE TABS TO ACCEPT ALL -THREAD FOR BOLTED
CONNECTION TO FACILITATE FIELD LINE-UP AND WELDED.
2. 12" MAXIMUM LENGTH OF TYPICAL BUTT STRAP FOR FILED
CLOSING SECTION (SEE SPECIFICATIONS)
3. SEE JOINT DETAILS FOR TYPICAL LAP WELD ON CEMENT MORTAR
LINED AND WRAPPED STEEL PIPE AND FOR ADDITIONAL INFORMATION
ON COATINGS. LININGS AND OTHER REQUIREMENTS.
4. "t" INDICATES THE THICKNESS OF THE STEEL PIPE AT THE SECTION
WHERE USED.
5. ALL BUTT STRAP JOINTS SHALL BE WELDED ON THE EXTERIOR
AND INTERIOR BOTH ENDS.
TAP BOTH PIPE
ENDS FOR AIR TEST
SHOP APPLIED
DI -ELECTRIC COATING
AS SPECIFIED
SEE NOTE 5
FILLER BAR
PLACED IN FIELD
SEE NOTE 3
SHOP APPLIED
DI -ELECTRIC COATING
AS SPECIFIED
WELDED BUTT STRAP JOINT DETAIL 2
NTS -
SLEEVE TYPE COUPLING 1 " GAP ALL -THREAD TIE RODS
(DRESSER STYLE 38, OR (SEE NOTE 2)
EQUAL) CENTERED ON JOINT STIFFENER PLATE (TYP)
STEEL PIPE (SEE
ANCHOR LUG PLANS FOR SIZE)
ASSEMBLY (TYP)
(SEE NOTE 2)A I I
II
II
II
II
II
""-CONTINUOUS ANCHOR RING
DOUBLE SST HEX NUTS- - - WHERE READ. BY A.W.W.A.
(TYP) (SEE NOTE 5) „L„ M1 1, (SEE NOTE 2)
SST LOCK PROVIDE 1/4" DRAIN
WASHER (TYP) "L" + 2" HOLE (TYP)
MIN. (TYP)
PROJECT MANAGER M. SHULTZ, PE
DESIGN ENGINEER
SHOP APPLIED
/
CHECKED BY
DI -ELECTRIC COATING
DRAWN BY
J. POWERS
AS SPECIFIED
- 03/2015 90% SUBMITTAL
- 06/2014 75% SUBMITTAL
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT NUMBER
00234-191838-018
PLANT APPLIED
CEMENT MORTAR
t
LINING
WELD CAN BE PERFORMED
FIELD APPLY CEMENT MORTAR
FROM INSIDE OR OUTSIDE
LINING AFTER COMPLETION OF
BACKFILL
NOTE:
1. 2" MINIMUM FROM BELL TANGENT TO WELD.
SINGLE WELDED JOINT CEMENT MORTAR
LINED AND WRAPPED STEEL PIPE DETAIL
NTS
1/2" TAP (THREADED)
FOR AIR TEST, IF 6" NOMINAL
REQUIRED BELL
FILLER MATERIAL 2" MIN
AS SPECIFIED
LAP
HEAT SHRINK SLEEVE
SHOP APPLIED
DI -ELECTRIC COATING
AS SPECIFIED /
PLANT APPLIED
CEMENT MORTAR
LINING t
1/16" CHAMFER, TYP
SACRIFICIAL HEAT
SHRINK SLEEVE
SHOP APPLIED
DI -ELECTRIC COATING
AS SPECIFIED
-
41
FIELD APPLY CEMENT MORTAR
LINING AFTER COMPLETION OF
BACKFILL
NOTE:
1. 2" MINIMUM FROM BELL TANGENT TO WELD.
DOUBLE WELDED JOINT CEMENT MORTAR
LINED AND WRAPPED STEEL PIPE DETAIL
NTS
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PLANT APPLIED
CEMENT MORTAR
LINING
TAP BOTH PIPE
ENDS FOR AIR TEST
FILLER MATERIAL-\
AS SPECIFIED
HEAT SHRINK SLEEVE --\\
SHOP APPLIED
DI -ELECTRIC COATING
AS SPECIFIED
EXISTING MORTAR
LINING, TYP
SEE NOTE 5
irl
5
SACRIFICIAL HEAT
SHRINK SLEEVE
1 1/4"
TYPTYP%/
MORTAR FILL W/
t WIRE FABRIC
2" MIN 2 1 /2"
7" MAX MIN
TYPE
NOTES:
1. BUTT STRAPS TO BE FURNISHED IN TWO PIECES AND
SHIPPED LOOSE FOR FIELD WELDING. BUTT STRAPS TO
INCLUDE TABS TO ACCEPT ALL -THREAD FOR BOLTED
CONNECTION TO FACILITATE FIELD LINE-UP AND WELDED.
2. 12" MAXIMUM LENGTH OF TYPICAL BUTT STRAP FOR FILED
CLOSING SECTION (SEE SPECIFICATIONS)
3. SEE JOINT DETAILS FOR TYPICAL LAP WELD ON CEMENT MORTAR
LINED AND WRAPPED STEEL PIPE AND FOR ADDITIONAL INFORMATION
ON COATINGS. LININGS AND OTHER REQUIREMENTS.
4. "t" INDICATES THE THICKNESS OF THE STEEL PIPE AT THE SECTION
WHERE USED.
5. ALL BUTT STRAP JOINTS SHALL BE WELDED ON THE EXTERIOR
AND INTERIOR BOTH ENDS.
TAP BOTH PIPE
ENDS FOR AIR TEST
SHOP APPLIED
DI -ELECTRIC COATING
AS SPECIFIED
SEE NOTE 5
FILLER BAR
PLACED IN FIELD
SEE NOTE 3
SHOP APPLIED
DI -ELECTRIC COATING
AS SPECIFIED
WELDED BUTT STRAP JOINT DETAIL 2
NTS -
SLEEVE TYPE COUPLING 1 " GAP ALL -THREAD TIE RODS
(DRESSER STYLE 38, OR (SEE NOTE 2)
EQUAL) CENTERED ON JOINT STIFFENER PLATE (TYP)
STEEL PIPE (SEE
ANCHOR LUG PLANS FOR SIZE)
ASSEMBLY (TYP)
(SEE NOTE 2)A I I
II
II
II
II
II
""-CONTINUOUS ANCHOR RING
DOUBLE SST HEX NUTS- - - WHERE READ. BY A.W.W.A.
(TYP) (SEE NOTE 5) „L„ M1 1, (SEE NOTE 2)
SST LOCK PROVIDE 1/4" DRAIN
WASHER (TYP) "L" + 2" HOLE (TYP)
MIN. (TYP)
PROJECT MANAGER M. SHULTZ, PE
NOTE: STEEL PIPE ONLY
NOTES:
1. DESIGN SHALL BE BASED ON TEST PRESSURE.
2. NUMBER, SIZES, AND DESIGN OF ANCHOR LUG ASSEMBLIES
AND ALL -THREAD TIE RODS SHALL BE DETERMINED BY THE
PIPE MANUFACTURER IN ACCORDANCE WITH A.W.W.A. M11
STEEL PIPE MANUAL, PAGE 197.
3. GRIND ALL CORNERS SMOOTH.
4. COAT ALL SURFACES WITH EPDXY PAINT PER SPECIFICATION
SECTION 09905.
5. DOUBLE HEX NUTS SHALL BE PROVIDED AS LOCK -NUTS AND
SHALL BE FINGER TIGHTENED AGAINST ANCHOR PLATES.
ANCHOR LUG TYPE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
°
FILLER MATERIAL
AS SPECIFIED
rl
SACRIFICIAL HEAT
SHRINK SLEEVE
°
D ° D
° p p
GAS K ET
INSIDE JOINT SPACE CEMENT
HEAT SHRINK SLEEVE
STEEL CYLINDER
SHOP APPLIED
DI -ELECTRIC COATING
AS SPECIFIED
PLANT APPLIED
CEMENT MORTAR
LINING
BONDING CLIPS REQUIRED
PER JOINT, ARC -WELDED
ROLLED GROOVE GASKETED JOINT CEMENT
MORTAR LINED AND WRAPPED STEEL PIPE DETAIL
NTS
TOWN OF CARY �� NORTH CAROLINA
WELD DETAILS
0 1" 2- FILENAME OOC-53.dwg
SCALE NOT TO SCALE
SHEET
C-53
FBI
C
DESIGN ENGINEER
M. SHULTZ, PE
CHECKED BY
D. McPHERSON, PE
DRAWN BY
J. POWERS
- 07/2015 95% SUBMITTAL
- 03/2015 90% SUBMITTAL
- 06/2014 75% SUBMITTAL
- 04/2014 50% SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT NUMBER
00234-191838-018
NOTE: STEEL PIPE ONLY
NOTES:
1. DESIGN SHALL BE BASED ON TEST PRESSURE.
2. NUMBER, SIZES, AND DESIGN OF ANCHOR LUG ASSEMBLIES
AND ALL -THREAD TIE RODS SHALL BE DETERMINED BY THE
PIPE MANUFACTURER IN ACCORDANCE WITH A.W.W.A. M11
STEEL PIPE MANUAL, PAGE 197.
3. GRIND ALL CORNERS SMOOTH.
4. COAT ALL SURFACES WITH EPDXY PAINT PER SPECIFICATION
SECTION 09905.
5. DOUBLE HEX NUTS SHALL BE PROVIDED AS LOCK -NUTS AND
SHALL BE FINGER TIGHTENED AGAINST ANCHOR PLATES.
ANCHOR LUG TYPE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
°
FILLER MATERIAL
AS SPECIFIED
rl
SACRIFICIAL HEAT
SHRINK SLEEVE
°
D ° D
° p p
GAS K ET
INSIDE JOINT SPACE CEMENT
HEAT SHRINK SLEEVE
STEEL CYLINDER
SHOP APPLIED
DI -ELECTRIC COATING
AS SPECIFIED
PLANT APPLIED
CEMENT MORTAR
LINING
BONDING CLIPS REQUIRED
PER JOINT, ARC -WELDED
ROLLED GROOVE GASKETED JOINT CEMENT
MORTAR LINED AND WRAPPED STEEL PIPE DETAIL
NTS
TOWN OF CARY �� NORTH CAROLINA
WELD DETAILS
0 1" 2- FILENAME OOC-53.dwg
SCALE NOT TO SCALE
SHEET
C-53
FBI
C

Town of Cary Raw Waterline
Adjacent Property Owners
Name
Address
Billing Address
D.B./PG
P.B./PG
B.M./PG.
P.I.N.
United States of America
State Park Rd.
PO Box 144, Moncure, NC 27559
9795-18-6724
North Chatham Volunteer Fire Dept., Inc.
10214 U.S. Highway 64 East, Apex, NC 27523
45 Morris Rd., Pittsboro, NC 27312
855/953
2002/452
9792-82-4881
Chatham County
290 Beaver Creek Rd., Apex, NC 27523
PO Box 608, Pittsboro, NC 27312
631/605
93/431
9792-81-7975
Joel L. Williams
U.S. Highway 64 East, Apex, NC 27523
1306 Walnut St., Cary, NC 27511-4733
1292/49
2006/415
9792-92-0860
Apex Nurseries, Inc.
10544 U.S. Highway 64 East, Apex, NC 27523
2925 NC Highway 751, Apex, NC 22750-25562
1617/641
95/263
9792-92-6875
Vossie Lee Horton
10580 U.S. Highway 64 East, Apex, NC 27502
193 John Horton Rd., Apex, NC 27502
1769/322; 429/307; 655/502
2014/198;95/43
0702-02-0765
Juanita W. Clegg
Beaver Creek Rd., Apex, NC 27502
104 Colchis Ct., Cary, NC 27513-5723
K -G/593
2005/386
0702-02-7398
Thomas R. Manyik & Julia W. Manyik
U.S. Highway 64 East, Apex, NC 27502
913 Griffis St., Cary, NC 27511
320/85
0702-22-3205
Royce Webster
95 Royce Webster Dr., Apex, NC 27523
95 Royce Webster Dr., Apex, NC 27523
357/495
0702-32-2221
Colin Macnair, Jr. & Bridget G. Macnair
U.S. Highway 64 East, Apex, NC 27523
2301 Richardson Rd., Apex, NC 27502
1577/386
2004/20
0702-41-1712
Marcus Clark & Cornelia Clark
11492 U.S. Highway 64 East, Apex, NC 27523
11492 U.S. Highway 64 East, Apex, NC 27523
333/196
91/442
0702-41-9838
Betsy Clark Stubbs & Daniel W. Stubbs
11706 U.S. Highway 64 East, Apex, NC 27523-6989
11706 U.S. Highway 64 East, Apex, NC 27523-6989
584/856
91-442
0702-62-0706
KC2 Enterprises, LLC
U.S. Highway 64 East, Apex, NC 27502
293 Clubhouse Ln., Apex, NC 27523
1230/76;477/182
92/342
0702-62-2642
Elton A. Chevalier & Evelyn H. Chevalier
11816 U.S. Highway 64 East, Apex, NC 27502
104 Springbrook PI., Cary, NC 27518
522/612
87/236;90/378
0702-62-6571
Harrison Jones & Phyllis L. Jones
11942 U.S. Highway 64 East, Apex, NC 27502
94 East Deer Run, Apex, NC 27523-8402
925/313
0702-72-3648
Emory Leon Williams & Sandy M. Williams
93 East Deer Run, Apex, NC 27523-8402
93 East Deer Run, Apex, NC 27523-8402
753/1051
89/32
0702-73-8184
James A. Miller & Susan M. Miller
65 Doe Ct., Apex, NC 27523
65 Doe Ct., Apex, NC 27523
707/868
89/32
0702-83-1162
S. Mark Spivey
81 Doe Ct., Apex, NC 27502
81 Doe Ct., Apex, NC 27523
611/831
89/32
0702-83-3135
Paul D. Vivirito
111 Doe Ct., Apex, NC 27502
111 Doe Ct., Apex, NC 27523
698/51
89/32
0702-83-5128
Annette M. McGregor & Brian M. McGregor
125 Doe Ct., Apex, NC 27502
125 Doe Ct., Apex, NC 27523
924/331
89/32
0702-83-6919
Rajendra S. Rathore & Sachi D. Rathore
12190 U.S. Highway 64 East, Apex, NC 27502
100 Graham St., Selma, NC 27576
1685/883
0702-93-4320
Jeffrey H. Cosgrove & Dena T. Cosgrove
149 Red Cedar Way, Apex, NC 27523
145 Terrace Mountain Dr., Hendersonville, NC 28739-8974
723/953
97/239
0712-03-4592
Goldston Apex Properties, LLC
23 Red Cedar Way, Apex, NC 27523
7728 Grace Cove Lane, Wake Forest, NC 27587-3734
726/1100
97/285
0712-13-5591
Goldston Apex Properties, LLC
12932 U.S. Highway 64 East, Apex, NC 27523
7728 Grace Cove Lane, Wake Forest, NC 27587-3734
1079/221
97/285
0712-13-2904
John B. Hedgepeth, Anne H. Chen & Joan H.
Hamm
U.S. Highway 64 East, Apex, NC 27502
1917 Anacapa St., Santa Barbara, CA 93101
872/001
33/97
0712-33-1516
John B. Hedgepeth, Anne H. Chen & Joan H.
Hamm
U.S. Highway 64 East, Apex, NC 27502
1917 Anacapa St., Santa Barbara, CA 93101
872/001
36/1
0712-33-7605
Cora L. M. Berkut & Michael Kalen Berkut
13406 U.S. Highway 64 East, Apex, NC 27502
807 Old Mill Rd., Chapel Hill, NC 27514-3931
261/395
0712-43-4820
0. Wayne Abbot; Estate File 10-E-, PG. 3308
U.S. Highway 64 East, Apex, NC 27523
3917 U.S. Highway 64, Apex, NC 27523-8454
13451/1274
2009/216
0712.04-64-2615
Carlisle Properties of the Carolinas, LLC
3913 U.S. Highway 64, Apex, NC 27523-8454
102 Buffwood Ct., Cary, NC 27518-7088
14043/818
0712.04-74-2710
Louvenia Ann S. Goodwin
3809 U.S. Highway 64, Apex, NC 27523-8452
3809 U.S. Highway 64, Apex, NC 27523-8452
3691/573
1987/493
0712.04-74-9870
Louvenia Ann S. Goodwin
3805 U.S. Highway 64, Apex, NC 27523-8452
3809 U.S. Highway 64, Apex, NC 27523-8452
5333/423
0712.04-84-2430
Lilija B. Goodwin & Calvin Lee Goodwin
1625 Lawson Ln., Apex, NC 27502-8595
1812 Lawon Ln., Apex, NC 27502-9324
12656/2650;1857/528
0712.04-93-2588
Joel Bond & Cristiane Bond
3609 U.S. Highway 64, Apex, NC 27523-8448
3609 U.S. Highway 64, Apex, NC 27523-8448
12965/1376
2004/1409
0712.04-94-9922
Deanna's Dowry, LLC
U.S. Highway 64, Apex, NC 27523-9501
4000 Green Level West Rd., Apex, NC 27523-7507
13139/920
2004/1409
0722.03-04-0381
Tee To Green Property Investment, LLC
3501 U.S. Highway 64, Apex, NC 27523-8446
3501 U.S. Highway 64, Apex, NC 27523-8446
12627/1856
1988/794
0722.03-04-7652
North Carolina Dept. of Transportation Right
of Way and Track Map Durham & South
Carolina Railroad Station 812+80.92 to
U.S. Highway 64, Apex, NC 27502
PO Box 2501, Raleigh, NC 27611-5201
6660/194
0711.02-98-6221
Phyllis L. Wagner
3435 U.S. Highway 64, Apex, NC 27523-8445
3433 U.S. Highway 64, Apex, NC 27523-8445
2381/589
2014/440; 1992/1523
0722.01-15-2047
Phyllis L. Wagner
3433 U.S. Highway 64, Apex, NC 27523-8445
3433 U.S. Highway 64, Apex, NC 27523-8445
2381/589
1992/1523
0722.01-15-4380
Phyllis L. Wagner
3415 U.S. Highway 64, Apex, NC 27523-8445
3433 U.S. Highway 64, Apex, NC 27523-8445
2381/589
2014/440; 1992/1523
0722.01-15-6286
Phillip Eugene Russell & Jeanne Young
Russell
13416 U.S. Highway 64, Apex, NC 27523-9697
1130 Westridge Ln., Boone, NC 28607-3656
4330/331
1988/508
0722.01-16-8013

Town of Cary Raw Waterline
Adjacent Property Owners
Name
Address
Billing Address
D.B./PG
P.B./PG
B.M./PG.
P.I.N.
Gregory Clifton Goodwin & Cindy Austin
Goodwin
U.S. Highway 64, Apex, NC 27523
RR2 Box 153, Morgantown, WV 26505-9862
2967/765
1988/508
0722.01-15-7782
Stephens Road Partners, LLC
3232 U.S. Highway 64, Apex, NC 27523-8441
150 Towerview Ct., Cary, NC 27513-3595
15784/1929
2014/1252
0722.01-36-1604
Steven B. Wilkins & Kathryn J. Wilkins
3328 U.S. Highway 64, Apex, NC 27523-8441
3328 U.S. Highway 64, Apex, NC 27523-8441
3491/954
1
11985/862;1981/752
0722.01-36-4709
Duke Energy Progress, Inc.
1324 Wimberly Rd. Sbsta., Apex, NC 27523-6772
550 South Tryon St., Charlotte, NC 28202-4200
il5289/2437;10946/1243
0722.01-38-5057

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh ES Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
March 4, 2016
Vickie Miller
HDR Engineering Inc. of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
Re: Cary/Apex Parallel Raw Water 'Transmission Line — Wake & Chatham Counties, NC
Dear Ms. Miller:
This letter is to inform you that a list of all federally -protected endangered and threatened species
with known occurrences in North Carolina is now available on the U.S. Fish and Wildlife
Service's (Service) web page at http://"ww.fws.gov/raleigli. Therefore, if you have projects that
occur within the Raleigh Field Office's area of responsibility (see attached county list), you no
longer need to contact the Raleigh Field Office for a list of federally -protected species.
Our web page contains a complete and frequently updated list of all endangered and threatened
species protected by the provisions of the Endangered Species Act of 1973, as amended (16
U.S.C. 1531 et seq.)(Act), and a list of federal species of concern that are known to occur in
each county in North Carolina.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federaily-listed endangered or threatened species. fi biologicai assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
evaluation and can be found on our web page at http://wwA,.fws.gov/raleigh. Please check the
web site often for updated information or changes.
The term "federal species of concern" refers to those species which the Service believes might be in need of
concentrated conservation actions. Federal species of concern receive no legal protection and their designation does
not necessarily imply that the species will eventually be proposed for listing as a federally endangered or threatened
species. However, we recommend that all practicable measures be taken to avoid or minimize adverse impacts to
federal species of concern.

If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
With regard to the above -referenced project, we offer the following remarks. Our comments are
submitted pursuant to, and in accordance with, provisions of the Endangered Species Act.
Based on the information provided and other information available, it appears that the proposed
action is not likely to adversely affect any federally -listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act at
these sites. We believe that the requirements of section 7(a)(2) of the Act have been satisfied for
your project. Please remember that obligations under section 7 consultation must be
reconsidered if. (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered; (2) this action is
subsequently modified in a manner that was not considered in this review; or, (3) a new species
is listed or critical habitat determined that may be affected by the identified action.
However, the Service is concerned about the potential impacts the proposed action might have
on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we
recommend that all practicable measures be taken to avoid adverse impacts to aquatic species,
including implementing directional boring methods and stringent sediment and erosion control
measures. An erosion and sedimentation control plan should be submitted to and approved by
the North Carolina Division of Land Resources, Land Quality Section prior to construction.
Erosion and sedimentation controls should be installed and maintained between the construction
site and any nearby down -gradient surface waters. In addition, we recommend maintaining
natural, vegetated buffers on all streams and creeks adjacent to the project site.
The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a
copy can be found on our website at (http://www.fws.gov/raleigh) to address and mitigate
secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality.
We recommend that you consider this document in the development of your projects and in
completing an initiation package for consultation (if necessary).
2

We hope you find our web page useful and informative and that following the process described
above will reduce the time required, and eliminate the need, for general correspondence for
species' lists. If you have any questions or comments, please contact Kathy Matthews of this
office at [phone] ext. 27.
Sincerely,
-�.VxOt�
Pete Beizj inin
Field Supervisor

List of Counties in the Service's Raleigh Field Office Area of Responsibility
Alamance
Beaufort
Bertie
Bladen
Brunswick
Camden
Carteret
Caswell
Chatham
Chowan
Columbus
Craven
Cumberland
Currituck
Dare
Duplin
Durham
Edgecombe
Franklin
Gates
Granville
Greene
Guilford
Halifax
Harnett
Hertford
Hoke
Hyde
Johnston
Jones
Lee
Lenoir
Martin
Montgomery
Moore
Nash
New Hanover
Northampton
Onslow
Orange
Pamlico
Pasquotank
Pender
El
Perquimans
Person
Pitt
Randolph
Richmond
Robeson
Rockingham
Sampson
Scotland
Tyrrell
Vance
Wake
Warren
Washington
Wayne
Wilson