20160756 Ver 2_401 and CAMA Application_20180320

Kimley»>Horn
March 15, 2018
Ms. Rachel Capito
U.S. Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Ms. Karen Higgins
NC Department of Environment and Natural Resources
Division of Water Resources
512 North Salisbury Street
Raleigh, NC 27604
RE: Western Regional Sewer System - Nationwide Permit 12 Reauthorization
Application (SAW -2016-01067)
City of Jacksonville, Onslow County, North Carolina
On behalf of our client, the City of Jacksonville, Kimley-Horn is submitting the attached pre -
construction notification application (PCN) for reauthorization under Nationwide Permit
(NWP) 12 for the above referenced project (SAW -2016-01067). The existing NWP 12 was
issued by Brennan Dooley on September 13, 2016. Due to unforeseen scheduling conflicts,
construction of the proposed project was not completed within the 12 -month grace period
following the expiration of the 2012 Nationwide Permits. No changes have been made to the
plans. The proposed project will improve and expand the existing sewer system by
constructing one new pump station, improving one existing pump station, and constructing
various improvements to the existing Land Treatment Site located west of Jacksonville. The
project will also construct 9,324 LF of new 24" force main sewer line, 32,314 LF of new 36"
force main sewer line, improve 8,828 LF of existing sewer line with new 36" pipe, and
improve 4,441 LF of existing sewer line with new 42" pipe.
Two active jurisdictional determinations are applicable to the project area. The Koenig
Property, located east of the New River (SAW -2010-01947 and possibly other AID #s), and
the Burton Industrial Park Property located west of the New River (SAW -2014-01504), both
have active determinations and cover large portions of the project area. The remaining
areas of the study corridor have been included in a preliminary jurisdictional determination
request that is included with this request.
Impacts to jurisdictional features in the project have been minimized to the extent practical,
and the majority of stream and wetland impacts have been kept within existing maintained
utility easements and will be temporary in nature. Limited areas of permanent wetland
impact due to conversion of forested wetland to herbaceous wetland will result from the
construction of new utility easement near the Land Treatment Site.
The following attachments are included in this submittal

Kimley»>Horn
• PCN Application Form
• Agent Authorization
• Updated NCDMS In -Lieu Fee Program Acceptance Letter
• North Carolina State Clearing House EA/FONSI Approval Documentation
• Figures
• Preliminary Jurisdictional Determination Request
• USACE Wetland Determination Form
• NCDWQ Stream Identification Forms
• USACE Stream Quality Forms
• Permit Drawings
• CD -R with Full -Size Plan Sheets
• NCDWR 401 Application Fee of $570
Page 2
If there is any additional information you need to assist in the processing of this NWP and
jurisdictional determination application package, please do not hesitate to contact either
myself at [phone].
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
Jason Hartshorn
Enclosures
Cc: Zak Purvis, Kimley-Horn
Gregory Meshaw, City of Jacksonville

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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
1a.
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
1 g.
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:
Western Regional Sewer System (WRSS)
2b.
County:
Onslow
2c.
Nearest municipality / town:
Jacksonville
2d.
Subdivision name:
n/a
2e.
NCDOT only, T.I.P. or state
project no:
n/a
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Public Utilities Department of the City of Jacksonville (via linear utility easement)
3b.
Deed Book and Page No.
n/a
3c.
Responsible Party (for LLC if
applicable):
Gregory Meshaw
3d.
Street address:
815 New Bridge Street
3e.
City, state, zip:
Jacksonville, NC 28541
3f.
Telephone no.:
910-938-5233
3g.
Fax no.:
3h.
Email address:
[e-mail]
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:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Jason Hartshorn
5b.
Business name
(if applicable):
Kimley-Horn
5c.
Street address:
421 Fayetteville Street, Suite 600
5d.
City, state, zip:
Raleigh, NC 27601
5e.
Telephone no.:
919-678-4155
5f.
Fax no.:
5g.
Email address:
Jason. [e-mail]
Page 2 of 14
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
n/a (linear utility easement)
1 b. Site coordinates (in decimal degrees):
Latitude: 34.782516 Longitude: - 77.510912
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
52.2 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
New River
proposed project:
2b. Water Quality Classification of nearest receiving water:
C;NSW
2c. River basin:
White Oak
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:
Land use in the project corridor consists of large areas of undeveloped, forested land consisting of managed timberlands
and the New River with its associated riverine swamp wetlands. The project corridor also traverses developed areas of
Jacksonville along Western Boulevard. East of the New River, the project vicinity is rapidly developing, with large
commericial and residential areas. West of the New River, the project vicinity is primarily low-denisty residential with a few
office park and industrial centers.
3b. List the total estimated acreage of all existing wetlands on the property:
0.91
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
491
3d. Explain the purpose of the proposed project:
The proposed project will involve extensive improvements to a regional sewer system in the City of Jacksonville.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project will improve and expand the existing sewer system by constructing one new pump station, improve
one existing pump station, and construct various improvements to the existing Land Treatment Site located west of
Jacksonville. The project will also construct 9,324 LF of new 24" force main sewer line, 32,314 LF of new 36" force main
sewer line, improve 8,828 LF of existing sewer line with new 36" pipe, and improve 4,441 LF of existing sewer line with
new 42" pipe. Typical utility line construction equipment will be used including backhoes, excavators, dump trucks,
bulldozers, and cranes.
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: Two active JDs are applicable to the project
® Yes ❑ No ❑ Unknown
area. The Koenig Property located east of the New River
(SAW-2010-01947 and possibly other AID #s), and the
Burton Industrial Park Property located west of the New
River (SAW-2014-01504).
4b. If the Corps made the jurisdictional determination, what type
El Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Kimley-Horn
Name (if known): Jason Hartshorn
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The exact dates are unknown, but documentation provided by the property owners indicates both determinations are still
valid.
Page 3 of 14
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
This submittal is for a reauthorization under an existing Nationwide Permit 12 (SAW -2016-01067) issued September 13,
2016, and a Water Quality General Certification Number 3884 (DWR #16-0756) issued September 26, 2016.
Construction of the project was not completed within the 12 -month grace period following the expiration of the 2012
Nationwide Permits. No design changes have been made to the plans.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
n/a
Page 4 of 14
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P)
(if known)
DWQ — non -404, other)
(acres)
or Temporary
T
Site 1
® Yes
® Corps
El P ®T
Utility Line Construction
Palustrine
® No
El DWQ
0.075
Site 2
® Yes
® Corps
❑P®T
Utility Line Construction
Palustrine
®No
El DWQ
0.325
Site 3
® Yes
® Corps
El P ®T
Utility Line Construction
Palustrine
® No
El DWQ
0.118
Site 4
® Yes
® Corps
El P ®T
Utility Line Construction
Palustrine
® No
El DWQ
0.545
Site 5
® Yes
® Corps
El P ®T
Utility Line Construction
Palustrine
® No
El DWQ
0.088
Site 6
® Yes
® Corps
E] P ®T
Utility Line Construction
Palustrine
® No
El DWQ
0.549
Site 7
® Yes
® Corps
El P ®T
Utility Line Construction
Palustrine
® No
El DWQ
0.043
Site 8
® Yes
® Corps
El P ®T
Utility Line Construction
Palustrine
® No
El DWQ
0.307
Site 9
® Yes
® Corps
El P ®T
Utility Line Construction
Palustrine
® No
El DWQ
0.177
Site 10
® Yes
® Corps
El P ®T
Utility Line Construction
Palustrine
® No
El DWQ
0.110
Site 11
® Yes
® Corps
® P El T
Utility Line Construction
Palustrine
El No
El DWQ
0.014
Site 11
® Yes
® Corps
El P ®T
Utility Line Construction
Palustrine
El No
El DWQ
0.008
Site 12
® Yes
® Corps
®P❑T
Utility Line Construction
Palustrine
El No
El DWQ
0.0002
Site 12
® Yes
® Corps
El P ®T
Utility Line Construction
Palustrine
El No
El DWQ
0.001
Page 5 of 14
PCN Form — Version 1.3 December 10, 2008 Version

Site 13
® Yes
® Corps
® P E] T
Utility Line Construction
Palustrine
El No
E] DWQ
0.010
Site 13
® Yes
® Corps
El P ®T
Utility Line Construction
Palustrine
El No
El DWQ
0.010
Site 14
® Yes
® Corps
El P ®T
Utility Line Construction
Palustrine
El No
E] DWQ
0.001
Site 16
® Yes
® Corps
® P El T
Utility Line Construction
Palustrine
El No
El DWQ
0.063
Site 16
® Yes
® Corps
E] P ®T
Utility Line Construction
Palustrine
E] No
El DWQ
0.017
Site 17
® Yes
® Corps
® P El T
Utility Line Construction
Palustrine
El No
El DWQ
0.460
Site 17
® Yes
® Corps
El P ®T
Utility Line Construction
Palustrine
El No
El DWQ
0.268
Site 18
El Yes
® Corps
® P El T
Utility Line Construction
Palustrine
® No
El DWQ
0.085
Site 27
El Yes
® Corps
® P El T
Utility Line Construction
Palustrine
® No
El DWQ
0.0002
Site 28
® Yes
® Corps
El P ®T
Utility Line Construction
Palustrine
® No
El DWQ
0.121
2g. Total wetland impacts
0.611 ac (P)
2.637 ac (T)
2h. Comments: Unavoidable wetland impacts will result from the proposed project, but impacts will be primarily temporary in
nature. Permanent impacts to wetlands will be limited to construction of new utility easement where forested wetland will be
converted to and maintained as herbaceous wetland. Temporary impact areas will be within existing easement or temporary
construction easement and will be restored to preconsturction contours and revegetated with native wetland vegetation.
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)
intermittent
DWQ — non -404,
width
(linear
or Temporary
(INT)?
other)
(feet)
feet)
(T)
Site 2
® PER
® Corps
❑P®T
Utility Line Construction
UT to New River
E] INT
El DWQ
10
82
Site 3
® PER
® Corps
E] P ®T
Utility Line Construction
UT to New River
E] INT
El DWQ
6
81
Site 4
® PER
® Corps
El P ®T
Utility Line Construction
UT to New River
El INT
El DWQ
3
73
Site 5
® PER
® Corps
❑P®T
Utility Line Construction
UT to New River
El INT
El DWQ
10
74
Site 8
® PER
® Corps
El P ®T
Utility Line Construction
UT to New River
El INT
El DWQ
5
90
Site 14
® PER
® Corps
❑P®T
Utility Line Construction
UT to New River
El INT
El DWQ
10
35
Site 19
UT to Half Moon
® PER
® Corps
El P ®T
Utility Line Construction
Creek (Stream
El INT
El DWQ
10
72
S2)
Site 20
UT to Half Moon
® PER
® Corps
El P ®T
Utility Line Construction
Creek (Stream
El INT
El DWQ
6
40
S3)
Page 6 of 14
PCN Form — Version 1.3 December 10, 2008 Version

Site 21
Utility Line Construction
UT to Blue Creek
❑ PER
® Corps
4
41
❑ P ® T
(Stream S4)
® INT
❑ DWQ
Site 22
Utility Line Construction
UT to Blue Creek
❑ PER
® Corps
5
37
❑ P ® T
(Stream S5)
® INT
❑ DWQ
Site 23
Utility Line Construction
UT to Blue Creek
® PER
® Corps
8
30
❑ P ® T
(Stream S6)
❑ INT
❑ DWQ
Site 24
Utility Line Construction
Blue Creek
® PER
® Corps
15
34
E]P ®T
(Stream S7)
E] INT
E] DWQ
Site 25
UT to Southwest
® PER
® Corps
E] P ®T
Utility Line Construction
Creek (Stream
E] INT
E] DWQ
8
35
S8)
Site 26
® PER
® Corps
❑P®T
Utility Line Construction
UT to New River
E] INT
E] DWQ
12
32
Site 28
UT to Half Moon
® PER
® Corps
E] P ®T
Utility Line Construction
Creek (Stream
E] INT
E] DWQ
12
37
Si)
3h. Total stream and tributary impacts
70 ((T)
3i. Comments: Temporary impacts will result to the streams in the project area for the construction of the underground utility
line. Temporarily impacted streams will be restored to pre -construction contours following completion of construction
activities. No permanent stream impacts will result from the project.
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 impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
number —
Permanent
(P) or
Tempora T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑ PEI T
4L Total open water impacts
4g. Comments: No open water impacts will result from the proposed project.
5. Pond or Lake Construction
If pond or lake construction proposed, then com Tete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond
Proposed use or purpose of
(acres)
ID
pond
number
Flooded
Filled Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5L Total
5g. Comments: No ponds or lakes will be constructed as part of the proposed project.
Page 7 of 14
PCN Form — Version 1.3 December 10, 2008 Version

5h. Is a dam high hazard permit
required?
❑ Yes ® No If yes, permit ID no:
5i. Expected pond surface area
n/a
(acres):
5j. Size of pond watershed (acres):
n/a
5k. Method of construction:
n/a
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 F1 Tar -Pamlico F1 Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent
for
Stream name
mitigation
(square feet)
(square feet)
(P) or
impact
required?
Tempora T
B1 ❑P❑T
F1 Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑ P ❑ T
❑ Yes
❑ No
6h. Total buffer impacts
0
0
6i. Comments: No protected riparian buffers will be impacted by the proposed project
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed project will be constructed within existing maintained utility easement where practical. Existing access roads
will be used to minimize construction access improvements along the corridor. Impacts have been minimized to the extent
practical by limiting temporary construction easement to as narrow as practical and crossing streams on perpendicular
alignments to minimize impacts. Impacts to the New River and associated marshes have been entirely avoided by the use of
a directional drill installation from high ground locations on both sides of the New River. Permanent impacts to forested
wetlands in the corridor resulting from construction of new utility easement near the Land Treatment Site (LTS) have been
avoided by adjusting the alignment to turn south towards Firetower Road and then along Firetower Road to the LTS rather
than a straighter alignment directly to the LTS which would have crossed a large wetland system.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All construction activities, staging areas, and material storage will be kept within the existing/proposed maintained utility
easements and in uplands where feasible. Existing access corridors will be utilized by construction equipement throughout
the project. Erosion and sediment control measures will be utilized throughout the construction process to protect surface
water resources in the project vicinity. All disturbed areas will be returned to pre -construction contours once construction is
complete.
Page 8 of 14
PCN Form — Version 1.3 December 10, 2008 Version

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
® 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:
0 linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
0 square feet
4e.
Riparian wetland mitigation requested:
0.50 acres
4f.
Non-riparian wetland mitigation requested:
0 acres
4g.
Coastal (tidal) wetland mitigation requested:
0 acres
4h.
Comments: Area mitigation banks were contacted and no riparian riverine credits were available.
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.
Page 9 of 14
PCN Form — Version 1.3 December 10, 2008 Version

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
❑ Yes ® No
buffer mitigation?
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.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
0
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
n/a
6h. Comments. n/a
Page 10 of 14
PCN Form — Version 1.3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ 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.
❑ Yes ❑ No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
<1% %
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 proposed construction will not be
increasing impervious surface area within the project footprint other than limited areas associated with the pump station
construction and improvements. No new stormwater structures will result from construction.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
n/a
® 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?
Jacksonville
® Phase II
® NSW
3b.
Which of the following locally -implemented stormwater management programs
El 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
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 11 of 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 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
® Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
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
letter.)
® Yes ❑ No
Comments: The Final EA/FONSI was approved by the State Clearing House on
July 8, 2015 (SCH File # 15-E-4300-0644) and the approval letter 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 213 .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): n/a
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.
The project will serve existing demand and projected growth for this area, and as stated in the approved EA/FONSI, any
cumulative and secondary effects resulting from project -induced growth will be minor in nature.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The project will not generate wastewater, but will carry wastewater to the existing Land Treatment Site at the project
terminus.
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?
Coordination with USFWS staff was conducted throughout the EA/FONSI process. As part of the EA/FONSI preparation,
Kimley-Horn biologists conducted pedestrian surveys in areas of suitable habitat for federally -listed species. Kimley-Horn
reviewed the NCNHP element occurrence database (updated January 2018) and the only known occurrences identified
within one mile of the project study area are located in the New River, which will be crossed via directional drill. No
impacts to the New River habitat will result from the project construction. Kimley-Horn biologists conducted pedestrian
surveys for pond berry within areas of potentially suitable habitat on March 17, 2015, and pedestrian surveys were
conducted for Cooley's meadowrue, rough -leaved loosestrife, and golden sedge on June 27, 2013. No individuals of any
listed species were identified in the study area. Due to the lack of known occurrences, lack of observed individuals, and
the nature of the project, it has been determined that the proposed project will have no effect on any federally listed
species.
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?
The NOAA EFH Mapper was reviewed on March 12, 2018 and no EFH is present in the study area. Additionally, the
project will cross beneath the New River via directional drill installation and will not disturb the aquatic habitat of the New River
and associated marshes.
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?
The NC SHPO HPOWEB GIS database was reviewed on March 12, 2018. No National Register (NR) or Study List (SL)
properties are located within the study area or within the immediate vicinity of the study area. Given the nature of the
project and the location within maintained utility easements or previously disturbed areas, it is anticipated that the
proposed project will have no effect on any NR or SL property.
Page 13 of 14
PCN Form — Version 1.3 December 10, 2008 Version

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: Areas of 100 -year floodplain will be temporarily impacted to install
the utility lines. All distrubed areas will be returned to preconstruction contours, so no impacts will result to FEMA
floodplains.
8c. What source(s) did you use to make the floodplain determination? Coordination with the local floodplain administrator has
been ongoing throughout the project and final approval from the floodplain administrator will be obtained prior to project
construction.
Jason Hartshorn, PWS
03/12/2018
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 14 of 14
PCN Form — Version 1.3 December 10, 2008 Version

SIGN ® AGENT AUTHORIZAII ON

AGENT AUTHORIZATION FORM
Name: City of Jacksonville
Address: 815 New Bridge Street, Jacksonville, NC 28541
Phone: [phone]
Project Name/Description: Western Regional Sewer System
Date: March 15, 2016
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Brennan Dooley
Field Office: Wilmington Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Jacksonville hereby designates and authorizes Kimley-Horn and Associates, Inc. to act in
my/our behalf as my/our agent solely for the purpose of processing Jurisdictional Determinations,
Section 404 permits, Section 401 Water Quality Certifications, and Coastal Area Management Act
permits, and to furnish upon request supplemental information in support of applications, etc. from this
day forward until successful completion of the permitting process or revocation by the owner.
In addition, I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations and
issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
Authorized this the 15th day of March , 2016
Gregory K. Meshaw, Sr Civil Engineer
Print Property Owner's Name
Cc: Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
roperty Owner's Signature

ITO_0-J V±l \

Mitigation Services
ENVIRONMENTAL OUA LI TY
March 2, 2018
Gregory Meshaw
City of Jacksonville Public Utilities
815 New Bridge Street
Jacksonville, NC 28541
Project: Western Regional Sewer System
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
Expiration of Acceptance: 9/3/2018
County: Onslow
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification/CAMA permit within this time frame, this
acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS
receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and
payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by
an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location
(13 -digit HUC
Impact Type
Impact Quantity
White Oak 03030001
Riparian Wetland
0.50
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 0213 .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
cc: William Sullivan, agent
Sincerely,
l �
FOR J 's. B Stanfill
It Management Supervisor
State of North Carolina I Environmental Quality I Mitigation Services
1652 Mail Service Center I Raleigh, NC 27699-1652 1 217 W. Jones Street, Suite 3000
919 707 8976 T

NORTH CAROL! NA STATE CLEAR NG HOUSE

�,Ty-. yy 55'A7k'q
"tea
Pat McCrory, Governor
July 8, 2015
Mr. David Wainwright
NCDENR
Division of 'mater Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Bill Daughtridge, Jr., Secretary
Re: SCH File # 15-E-4300-0644; EA/FONS ; Proposed project is for the Western Regional
Pump Station and Trunk Sewer Lane improvements for the City of Jacksonville.
Dear. Mr. Wainwright:
The above referenced environmental impact information has been reviewed through the State
Clearinghouse under the provisions of the North Carolina. Environmental policy Act.
No comments were made by any state/local agencies in the course of this review. Therefore, no further
environmental review action on your part is required for compliance with the Act.
Sincerely,
Crysta. Best �
State Environmental review Clearinghouse
cc: Region P
Mailing Address: Telephone. [phone] Location Address:
1301 Mail Service Center Fax [phone] West Jones Street
Raleigh, NC 27699-1301 State Courier #51-01-00 Raleigh, North Carolina
e-mail state. clearinghouse@)doa.nc.gov
An .Equal Opportunity/Affirmative Action Employer

COUNTY. ONSLOW
NORTH CAROLINA STATE CLE&RINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
H03:SEWER SYSTEMS (LINES, PUMP
STATIONS)
MS LYN HARDISON
CLEARINGHOUSE COORDINATOR
DENR LEGISLATIVE AFFAIRS
GREEN SQUARE BUILDING - MSC t� 1601
RALEIGH NC
REVIEW I)TSTRInUTION
CC&PS DIV OP EMERGENCY MANAGEMENT
DENR COASTAL MGT
DENR LEGISLATIVE AFFAIRS
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
EASTERN CAROLINA COUNCIL
STATE NUMBER: 15-E-4300-0644
DATE RECEIVED: 06/02/2015
AGENCY RESPONSE- 06/29/2015
REVIEW CLOSED: 07/02/2015
PROJECT INFORMATION
APPLICANT: NCDENR
TYPE, State Environmental Policy Act
Environmental Assessment/Finding of No Significant Impact
DESC: Proposed project is for the Western Regional Pump Station and Trunk Sewer Line
improvements for the City of Jacksonville.
The attached project has been submitted to the N'. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
if additional review time is needed, please contact this office at (919)8017-2425.
AS A RESULT OF THIS REVIEW THE FOLLOkaING IS SUBMITTED: 11 NO COMMENT 7 COMMENTS ATTACHED
SIGNED BY: DATE:
V

NORTH CAROLINA. STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
COUNTY:ONSLOW H03: SEWER SYSTEMS (LINES, PUMP STATE NUMBER: 15-E-4300-0644
STATIONS) DATE RECEIVED: 06/02/2015
AGENCY RESPONSE: 06/29/2015
REVIEW CLOSED: 07/02/2015
MS CAROLYN PENNY
CLEARINGHOUSE COORDINATOR
EMERGENCY MANAGEMENT
FLOODPLAIN MANAGEMENT PROGRAM
MSC 4--4-7±9
RALEIGH NC
REVIEW DISTRIBUTION
CC&PS - DIV OF EMERGENCY MANAGEMENT
DENR COASTAL MGT
DENR LEGISLATIVE AFFAIRS
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
EASTERN CAROLINA COUNCIL
PROJECT INFORMATION
APPLICANT: NCDENR
TYPE: State Environmental Policy Act
Environmental Assessment/Finding of No Significant Impact
DESC: Proposed project is for the Western Regional Pump Station and Trunk Sewer Line
improvements for the City of Jacksonville.
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: �—NO COMMENT 7 COMMENTS ATTACHED
SIGNED BY: ( r. „ DATE:
5::._�
-,' 4 � ':�:\"' y l .a_tf"` ��\1C.'_ L� .^vd�?_I\ l ��—�'. �'lf1 a '4� 1� i e"'. '°✓4. `.�'A �
�Ak ti c,' 1
q

COUNTY. ONSLOW
NORTEK CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF .ADMINISTRATION
INTER 4OVERNMENTAL REVIEW
H03:SEWER SYSTEMS (LINES, PUMP
STATIONS)
MS CARRIE ATKINSON
CLEARINGHOUSE COORDINATOR
DEPT OF TRANSPORTATION
STATEWIDE PLANNING -- MSC #1554
RALEIGH NC
REVIEW DISTRIBUTION
CC&PS - DIV OF EMERGENCY MANAGEMENT
DENR - COASTAL MGT
DENR LEGISLA'T'IVE AFFAIRS
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
EASTERN CAROLINA COUNCIL
STATE NUMBER: 15-E-4300-0644
DATE RECEIVED: 06/02/2015
AGENCY RESPONSE: 06/29/2015
REVIEW CLOSED: 07/02/2015
PROJECT INFORMATIONAPPLICANT: NCDENR
TYPE: ,State Environmental Policy Act
Environmental Assessment/Finding of No Significant Impact
DESC: Proposed project is for the western Regional Pump Station and Trunk Sewer Line
improvements for the City of Jacksonville.
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental. review. Please review and submit your response by the above
indicated date to 1301. Mail Service Center, Raleigh NC 27699-1301..
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS RRTIEW THE FOLLOWING I UBMITTED: A
NO COMMENT ❑ COMMENTS ATTACHED
SIGNED BY: DATE:
JUN 2,015

NORTH CAR01 STATE CLEARINGHOUSE
D PARTi .-,,4 ' OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
STATE NUMBER: 15-E-4300-0644
DATE RECEIVED: 06/02/2015
AGEN'C'Y RESPONSE: 06/29/2015
REVIEW CLOSED: 07/02/2015
CC&PS - DIV OF EMERGENCY MANAGEMENT
DENR - COAS'T'AL MG'T'
DENR LEGISLATIVE AFFAIRS
DEPT OF CUL'T'URAL RESOURCES
DEPT OF TRANSPORTATION
EASTERN CAROLINA COUNCIL
PROJECT INFORMATION
APPLICANT: NCDENR
TYPE: State Environmental Policy Act
Environmental Assessment/Finding of No Significant Impact
-. :� " tC T-
DESC: Proposed project is for the Western Regional Pump Station and 'Drunk. Sewer Line
improvements for the City of Jacksonville.
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699--1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: KNO COMMENT ❑ COMMENTS ATTACHED
SIGNED BY: DATE: a

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Prepared By:
Kimley»>Horn
Figure 3.2 - Jurisdictional Features Map Overview
Western Regional Sewer System
Jacksonville, Onslow County, North Carolina
July 2016

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Prepared For: Prepared By:
Figure 3.3 - Jurisdictional Features Map Overview
Kimley»>Horn Western Regional Sewer System
Jacksonville, Onslow County, North Carolina
July 2016

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aP�,00'gV[I'&j' Figure 3.4 - Jurisdictional Features Map Overview
Kimley»>Horn Western Regional Sewer System
Jacksonville, Onslow County, North Carolina
July 2016

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Prepared For: Prepared By:
aPCN0ONVII'l,��� Figure 3.5 - Jurisdictional Features Map Overview
Kimley»>Horn Western Regional Sewer System
Jacksonville, Onslow County, North Carolina
July 2016

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�KSo�•r1,,.F. w, Figure 3.6 - Jurisdictional Features Map Overview
Kimley)))Horn Western Regional Sewer System
Jacksonville, Onslow County, North Carolina
July 2016

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Figure 4 - NRCS Soil Survey
Kimley>>>Horn Western Regional Sewer System
Jacksonville, Onslow County, North Carolina
July 2016

1 i • i:0 ;�"

Jurisdictional Determination Request
US Army Corps
of Engineers.
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (7D) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or
facsimile. A current list of county assignments by Field Office and project manager can be
found on-line—qt- http://www.saw.usace.army.mil/Missions/RegulatoryPermitPro rg am.aspx , by
telephoning: 910-251-4633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
Version: December 2013 Page 1

Jurisdictional Determination Request
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E and F.
If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
Property owner authorization/notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/USACE protocols.
A Corps approved or preliminary JD may not
be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or
your tenant are USDA Program participants, or anticipate participation in USDA programs, you
should also request a certified wetland determination from the local office of the Natural
RPcrmirr`Pc Cnncam7atinn CPm71r`P nrinr to ctartincr Az7n1-lr
Version: December 2013 Page 2

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: n/a (linear utility project)
City, State: Jacksonville, North Carolina
County: Onslow
Directions: See attached Figure 1
Parcel Index Number(s) (PIN): n/a (linear utility project)
B. REQUESTOR INFORMATION
Name: Kimley-Horn ATTN: Jason Hartshorn
Mailing Address: 421 Fayetteville Street, Suite 600, Raleigh, NC 27601
Telephone Number: 919-678-4155
Electronic Mail Addressi: Jason. [e-mail]
Select one:
❑ I am the current property owner.
❑✓ I am an Authorized Agent or Environmental Consultant
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: City of Jacksonville ATTN: Gregory Meshaw
Mailing Address: 815 New Bridge Street
Jacksonville, NC 28541
Telephone Number: 910-938-5233
Electronic Mail Address i: [e-mail]
Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
Z Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION'
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
Property Owner (please print)
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
Date
❑✓ I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does include a delineation.
❑ I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
❑ I am requesting that the Corps investigate the property/project area for the presence or
absence of WOUS5 and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
❑ I am requesting that the Corps delineate the boundaries of all WoUS on a property/project
area and provide an approved JD (this may or may not include a survey plat).
❑ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property/project area and provide an approved JD (may or may not
include a survey plat).
4 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
5 Waters of the United States
Version: December 2013 Page 4

F.
❑✓
❑✓
7-
G.
Jurisdictional Determination Request
ALL REQUESTS
Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
Size of Property or Project Area 52.2
acres
I verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
❑✓
Completed and signed Preliminary Jurisdictional Determination Form6.
Project Coordinates: 34.782516
Latitude -77.510912
Maps (no larger than 11x17) with Project Boundary Overlay:
Longitude
❑✓ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑✓ Aerial Photography of the project area
❑✓ USGS Topographic Map
Z Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
Version: December 2013 Page 5

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑✓ Wetland Data Sheets
Tributaries:
❑✓ USACE Assessment Forms
Upland Data Sheets Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑✓ Field Sketch overlain on legible Map that includes:
■ All aquatic resources (for sites with multiple resources, label and identify)
■ Locations of wetland data points and/or tributary assessment reaches
■ Locations of photo stations
■ Approximate acreage/linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
❑ Project Coordinates:
Latitude
Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑ Aerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
1987 Manual Regional Supplements and Data forms can be found at:
http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits/reg supp.aspx
Wetland and Stream Assessment Methodologies can be found at:
http://Portal.ncdenr.org/c/document library/get file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&groupld=38364 and,
httr)://www.saw.usace.armv.mil/Portals/59/docs/regulatory/Dublicnotices/2013/NCSAM Draft User Manual 130318.Ddf
8 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 6

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets9
Tributaries:
❑ USACE Assessment Forms
❑ Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑ Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
Supporting Jurisdictional Information (for Approved JDs only)
❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s)")
❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
9 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 7

Jurisdictional Determination Request
I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review.
Due to storage limitations of our administrative records, the Corps requires that all hard-
copy submittals include at least one original Plat (to scale) that is no larger than 11"x17"
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than 11"x17", may also be submitted for Corps signature as needed. The
Corps also accepts electronic submittals of plats, such as those transmitted as a Portable
Document Format (PDF) file. Uponverification, the Corps can electronically sign these
nn
nlate ad ratrn therm vmil
ia a-ato flip rpn ipcfr\r
(1) PLATS SUBMITTED FOR APPROVAL
❑ Must be sealed and signed by a licensed professional land surveyor
❑ Must be to scale (all maps must include both a graphic scale and a verbal scale)
❑ Must be legible
❑ Must include a North Arrow, Scale(s), Title, Property Information
❑ Must include a legible WoUS Delineation Table of distances and bearings/metes
and bounds/GPS coordinates of all surveyed delineation points
❑ Must clearly depict surveyed property or project boundaries
❑ Must clearly identify the known surveyed point(s) used as reference (e.g. property
corner, USGS monument)
❑ When wetlands are depicted:
• Must include acreage (or square footage) of wetland polygons
• Must identify each wetland polygon using an alphanumeric system
Version: December 2013 Page 8

Jurisdictional Determination Request
❑ When tributaries are depicted:
• Must include either a surveyed, approximate centerline of tributary with
approximate width of tributary OR surveyed Ordinary High Water Marks
(OHWM) of tributary
• Must identify each tributary using an alphanumeric system
• Must include linear footage of tributaries and calculated area (using approximate
widths or surveyed OHWM)
• Must include name of tributary (based on the most recent USGS topographic
map) or, when no USGS name exists, identify as "unnamed tributary"
❑ all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to
surveyed project/property boundaries
❑ Must include the location of wetland data points and/or tributary assessment
reaches
❑ Must include, label accordingly, and depict acreage of all waters not currently
subject to the requirements of the CWA (e.g. "isolated wetlands", "non -
jurisdictional waters"). NOTE: An approved 7D must be conducted in order to
make an official Corps determination that a particular waterbody or wetland is not
jurisdictional.
❑ Must include and survey all existing conveyances (pipes, culverts, etc.) that
transport «ToT TS
Version: December 2013 Page 9

Jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
When the entire actual Jurisdictional Boundary is depicted:
include the following Corps Certification language:
"This certifies that this copy of this plat accurately depicts the boundary of the 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 or our published regulations, the determination of
Section 404 jurisdiction may be relied upon for a period not to exceed five (S) years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
When uplands may present within a depicted Jurisdictional Boundary_
include the following Corps Certification language:
"This certifies that this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands
Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
Version: December 2013 Page 10

Jurisdictional Determination Request
(3) GPS SURVEYS
For Surveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as:
❑ be at sub -meter accuracy at each survey point.
❑ include an accuracy verification:
One or more known points (property corner, monument) shall be located with the
GPS and cross-referenced with the existing traditional property survey (metes and
bounds).
❑ include a brief description of the GPS equipment utilized.
Version: December 2013 Page 11

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:
Kimley-Horn ATTN: Jason Hartshorn, 421 Fayetteville Street, Suite 600, Raleigh, NC 27601
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC
County/parish/borough: Onslow County
City: Jacksonville
Center coordinates of site (lat/long in degree decimal format):
Lat. 34.782516 °N; Long. 77.510912
oW
Universal Transverse Mercator: 18
Name of nearest waterbody: New River
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
491 linear feet: 4-15 width (ft) and/or n/a acres.
Cowardin Class: Riverine
Stream Flow: Perennial (S1, S2, S3, S6, S7, and S8) and Intermittent (S4, S5)
Wetlands: 0.91 acres.
Cowardln Class: Palustrine
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: New River
Non -Tidal:

E
REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
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):
0 Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: City of Jacksonville and Kimley-Horn
❑✓ Data sheets prepared/submitted by or on behalf of the
applicant/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: 1:24k: Jacksonville North
❑✓ USDA Natural Resources Conservation Service Soil Survey.
Citation: Onslow County, 1992
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
100 -year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑✓ Photographs: ✓❑ Aerial (Name & Date): 2015 NC OneMap Orthoimagery
❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
2
or

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)
11
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

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:
Kimley-Horn ATTN: Jason Hartshorn, 421 Fayetteville Street, Suite 600, Raleigh, NC 27601
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC
County/parish/borough: Onslow County
City: Jacksonville
Center coordinates of site (lat/long in degree decimal format):
Lat. 34.782516 °N; Long. 77.510912
oW
Universal Transverse Mercator: 18
Name of nearest waterbody: New River
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
491 linear feet: 4-15 width (ft) and/or n/a acres.
Cowardin Class: Riverine
Stream Flow: Perennial (S1, S2, S3, S6, S7, and S8) and Intermittent (S4, S5)
Wetlands: 0.91 acres.
Cowardin Class: Palustrine
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: New River
Non -Tidal:

E
REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
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):
0 Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: City of Jacksonville and Kimley-Horn
0 Data sheets prepared/submitted by or on behalf of the
applicant/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: 1:24k: Jacksonville north
and Catherine Lake
✓❑ USDA Natural Resources Conservation Service Soil Survey.
Citation: Onslow County, 1992
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
100 -year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
✓❑ Photographs: 0 Aerial (Name & Date): 2015 IVC OneMap Orthoimagery
❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
2
or

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.

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)
11
,�Z, 7/15/2016
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Estimated
Site
Cowardin
amount of
Class of aquatic
number
Latitude
Longitude
Class
aquatic
resource
resource in
review area
New River
34.7777
-77.4679
Riverine
166 LF
Section 10 -
Tidal
S1
34.8093
-77.4166
Riverine
37 LF
Non -Section 10 -
Non -Wetland
S2
34.8009
-77.4188
Riverine
54 LF
Non -Section 10 -
Non -Wetland
S3
34.8017
-77.4250
Riverine
41 LF
Non -Section 10 -
Non -Wetland
S4
34.7823
-77.5026
Riverine
41 LF
Non -Section 10 -
Non -Wetland
S5
34.7826
-77.5103
Riverine
39 LF
Non -Section 10 -
Non -Wetland
S6
34.7832
-77.5147
Riverine
31 LF
Non -Section 10 -
Non -Wetland
S7
34.7823
-77.5221
Riverine
46 LF
Non -Section 10 -
Non -Wetland
S8
34.7787
-77.5426
Riverine
36 LF
Non -Section 10 -
Non -Wetland
W1
34.8094
-77.4164
Palustrine
0.03 ac
Non -Section 10 -
Wetland
W2
34.7793
-77.4964
Palustrine
0.08 ac
Non -Section 10 -
Wetland
W3
34.7824
-77.5312
Palustrine
0.09 ac
Non -Section 10 -
Wetland
W4
34.7822
-77.5349
Palustrine
0.0002 ac
Non -Section 10 -
Wetland
W5
34.7812
-77.5387
Palustrine
0.71 ac
Non -Section 10 -
Wetland

AGENT AUTHORIZATION FORM
Name: City of Jacksonville
Address: 815 New Bridge Street, Jacksonville, NC 28541
Phone: [phone]
Project Name/Description: Western Regional Sewer System
Date: March 15, 2016
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Brennan Dooley
Field Office: Wilmington Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Jacksonville hereby designates and authorizes Kimley-Horn and Associates, Inc. to act in
my/our behalf as my/our agent solely for the purpose of processing Jurisdictional Determinations,
Section 404 permits, Section 401 Water Quality Certifications, and Coastal Area Management Act
permits, and to furnish upon request supplemental information in support of applications, etc. from this
day forward until successful completion of the permitting process or revocation by the owner.
In addition, I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations and
issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
Authorized this the 15th day of March , 2016
Gregory K. Meshaw, Sr Civil Engineer
Print Property Owner's Name
Cc: Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
roperty Owner's Signature

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Jacksonville, Onslow County, North Carolina
July 2016

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Jacksonville, Onslow County, North Carolina
July 2016

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Kimley»>Horn Western Regional Sewer System
Jacksonville, Onslow County, North Carolina
July 2016

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Jacksonville, Onslow County, North Carolina
July 2016

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Figure 3.3 - Jurisdictional Features Map Overview
Kimley»>Horn Western Regional Sewer System
Jacksonville, Onslow County, North Carolina
July 2016

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Jacksonville, Onslow County, North Carolina
July 2016

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Jacksonville, Onslow County, North Carolina
July 2016

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Kimley)))Horn Western Regional Sewer System
Jacksonville, Onslow County, North Carolina
July 2016

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Figure 4 - NRCS Soil Survey
Kimley>>>Horn Western Regional Sewer System
Jacksonville, Onslow County, North Carolina
July 2016

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 7/7/2016
Project/Site: WRSS
Stream S1
Latitude: 34.8093
Evaluator: J. Hartshorn (KHA)
County: Onslow
Longitude: -77.4166
R. Sullivan (KHA)
0
1
Total Points: 31.5
3
3
2. Sinuosity of channel along thalweg
Stream Determination
Other Jacksonville
Stream is at least intermittent
Ephemeral Intermitt Perennial
.g. Quad Name: North - 1978
if >_ 19 or perennial if >_ 30
0
1
A. Geomorphology Subtotal = 15
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In -channel structure: ex. riffle -pool, step -pool, ripple-
poolsequence
0
1
2
3
2
4. Particle size of stream substrate
0
1
2
3
2
5. Active/relic floodplain
0
1
2
3
2
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
0
9. Grade control
0
0.5
1
1.5
0.5
10. Natural valley
0
0.5
1
1.5
0.5
11. Second or greater order channel
No = 0
Yes = 3
0
artificial ditches are not rated: see discussions in manual
B. Hydrology Subtotal = 8.5
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
0.5
15.
Sediment on plants or debris
0
0.5
1
1.5
1
16.
Organic debris lines or piles
0
0.5
1
1.5
1
17.
Soil -based evidence of high water table?
No =
0
Yes = 3
1.5
3
C. Biology Subtotal = 8
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
1
23. Crayfish
0
0.5 1
1 1
1.5
0.5
24. Amphibians
0
0.5
1
1.5
0.5
25. Algae
0
0.5
1
1.5
0
26. Wetland plants in streambed F
FACW
= 0.75; OBL =
1.5; Other
= 0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream S1 is perennial stream with strong ripple development in the sandy
substrate. S1 has been historically channelized but has naturalized and appears
to be funcitoning well. Turtles were observed in the stream channel, and drift
deposits were present along the reach in the floodplain.

USACE AID# DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET -AQF
Provide the following information for the stream reach under assessment:
1. Applicant's name: City of Jacksonville 2. Evaluator's name: J. Hartshorn (Kimley-Horn)
3. Date of evaluation: 07/07/2016 4. Time of evaluation: 10:00 am
5. Name of stream: W RSS - Stream S1 6. River basin: White Oak
7. Approximate drainage area: 70 acres 8. Stream order:. First Order
9. Length of reach evaluated: 37 feet 10. County: Onslow
11. Site coordinates (if known): prefer in decimal degrees.
Latitude (ex. 34.872312):
12. Subdivision name (if any): n/a
Longitude (ex. —77.556611
-77.4166
Method location determined (circle):✓❑hPSDopo Sheetl2)rtho (Aerial) Photo/GIS❑Dther GISather
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
Located south of Stagecoach Dr, 250' NW along Stagecoach Dr from the Edgefield Dr intersection
14. Proposed channel work (if any): n/a
15. Recent weather conditions: Sunny and clear, no rainfall reported within the previous 24 hours
16. Site conditions at time of visit: Sunny and hot, mid 90s Fahrenheit
17. Identify any special waterway classifications known: FISection 10 FITidal Waters Essential Fisheries Habitat
nTrout Waters 00utstanding Resource Waters 21 L Nutrient Sensitive Waters Dwater Supply Watershed. (I-IV)
18. is there a pond or lake located upstream of the evaluation point? NO If yes, estimate the water surface area: n/a
19. Does channel appear on USGS quad map? NO 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: 80 % Residential _% Commercial _% Industrial _% Agricultural
10 % Forested 10 % Cleared / Logged _% Other ( 1
22. Bankfull width: 12' 23. Bank height (from bed to top of bank): 4'
24. Channel slope down center of stream: Flat (0 to 2%) _DGentle (2 to 4%) E[Moderate (4 to 10%) Steep (>10%)
25. Channel sinuosity: Straight Qoccasional bends Frequent meander Overy sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 56 Comments:
Stream S1 is a perennial stream with strong ripple development in the sandy substrate. S1 has been historically channelized
but has naturalized and appears to be functioning well. Turtles were observed in the stream channel, and drift deposits were
present along the reach in the floodplain.
Evaluator's Signature J. Hartshorn Date 07/07/2016
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 06/03. To Comment, please call 919-876-8441 x 26.

WRSS - Stream S1
STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
#
CHARACTERISTICS
ECOREGION POINT
RANGE
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0 — 4
0-5
4
(no flow or saturation = 0; strong flow = max points)
2
Evidence of past human alteration
0-6
0-5
0-5
1
extensive alteration = 0; no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
4
no buffer = 0; contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
4
(extensive discharges = 0; no discharges = max points)
aGroundwater
5
discharge
0-3
0 — 4
0-4
3
U
no discharge = 0• springs, sees wetlands etc. = max points)
( g p> p )
6
Presence of adjacent floodplain
0-4
0 — 4
0-2
2
(no floodplain = 0; extensive floodplain = max points)
Entrenchment / floodplain access
0— 5
0— 4
0— 2
4
Ox.
(deeply entrenched = 0; frequent flooding = max points)
8
Presence of adjacent wetlands
0 — 4
0-2
3
no wetlands = 0; large adjacent wetlands = maxpoints)0-6
9
Channel sinuosity
0 — 4
0-3
3
extensive channelization = 0; natural meander = maxpoints)0-5
10
Sediment input
0 5
0 4
0 4
3
(extensive deposition= 0; little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0-5
NA
(fine, homogenous = 0; large, diverse sizes = max points)
12
Evidence of channel incision or widening
0 5
0 4
0 5
2
�
(deeply incised = 0; stable bed & banks = max points)
13
Presence of major bank failures
0-5
0-5
0-5
4
(severe erosion = 0; no erosion, stable banks = max points)
14
Root depth and density on banks
0-3
0-4
0-5
2
H
no visible roots = 0; dense roots throughout = maxpoints)
%1
15
Impact by agriculture, livestock, or timber production
0-5
0 — 4
0-5
1
substantial impact =0; no evidence = maxpoints)
16
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
2
no riffles/ripples or pools = 0; well-developed = maxpoints)
17
Habitat complexity
0 6
0 6
0 6
S
(little or no habitat = 0; frequent, varied habitats = max points)
18
Canopy coverage over streambed
0-5
0-5
0-5
3
no shadin vegetation = 0; continuous canopy = maxpoints)
19
Substrate embeddedness
NA*
0-4
0-4
NA
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
(no evidence = 0; common, numerous types = max points)
21
Presence of amphibians
0-4
0-4
0-4
0
O
(no evidence = 0; common, numerous types = max points)
O
22
Presence of fish
0-4
0-4
0-4
2
(no evidence = 0; common, numerous types = max points)
23
Evidence of wildlife use
0-6
0-5
0-5
4
(no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
56
* These characteristics are not assessed in coastal streams.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 7/7/2016
Project/Site: WRSS
Stream S2
Latitude: 34.8009
Evaluator: C. Hartshorn (KHA),
County: Onslow
Longitude: -77.4188
C. Tinklenberg (KHA)
0
1
Total Points: 33
3
3
2. Sinuosity of channel along thalweg
Stream Determination
Other Jacksonville
Stream is at least intermittent
Ephemeral Intermitt Perennial
.g. Quad Name: North - 1978
if >_ 19 or perennial if >_ 30
0
1
A. Geomorphology Subtotal = 13
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
1
3. In -channel structure: ex. riffle -pool, step -pool, ripple-
poolsequence
0
1
2
3
1
4. Particle size of stream substrate
0
1
2
3
2
5. Active/relic floodplain
0
1
2
3
1
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
1
9. Grade control
0
0.5
1
1.5
0.5
10. Natural valley
0
0.5
1
1.5
0.5
11. Second or greater order channel
No = 0
Yes = 3
0
artificial ditches are not rated: see discussions in manual
B. Hydrology Subtotal = 9
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0.5
1
1.5
0.5
16.
Organic debris lines or piles
0
0.5
1
1.5
1
17.
Soil -based evidence of high water table?
No =
0
Yes = 3
1.5
3
C. Biology Subtotal = 11
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
2
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
1.5
23. Crayfish
0
0.5 1
1 1
1.5
0
24. Amphibians
0
0.5
1
1.5
1.5
25. Algae
0
0.5
1
1.5
0
26. Wetland plants in streambed F
FACW
= 0.75; OBL =
1.5; Other
= 0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream S2 is a channelized coastal stream. S2 was historically dug out as
evidenced by spoil piles along the evaluated reach. S2 gets deeper within the
channel as it flows north out of the study area.

USACE AID# DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET -AQF
Provide the following information for the stream reach under assessment:
1. Applicant's name: City of Jacksonville 2. Evaluator's name: J. Hartshorn (Kimley-Horn)
3. Date of evaluation: 07/07/2016 4. Time of evaluation: 11:00 am
5. Name of stream: WRSS - Stream S2 6. River basin: White Oak
7. Approximate drainage area: 40 acres 8. Stream order:. First Order
9. Length of reach evaluated: 55 feet 10. County: Onslow
11. Site coordinates (if known): prefer in decimal degrees.
Latitude (ex. 34.872312):
' :11•
12. Subdivision name (if any): n/a
Longitude (ex. —77.556611
-77.4188
Method location determined (circle):✓❑hPSDopo Sheetl2)rtho (Aerial) Photo/GIS❑Dther GISather
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
S2 is located north of Western Boulevard, approximately 400' west of Carolina Forest Boulevard
14. Proposed channel work (if any): n/a
15. Recent weather conditions: Sunny and clear, no rainfall reported within the previous 24 hours
16. Site conditions at time of visit: Sunny and hot, mid 90s Fahrenheit
17. Identify any special waterway classifications known: FISection 10 FITidal Waters Essential Fisheries Habitat
nTrout Waters 00utstanding Resource Waters 21 L Nutrient Sensitive Waters Dwater Supply Watershed. (I-IV)
18. is there a pond or lake located upstream of the evaluation point? NO If yes, estimate the water surface area: n/a
19. Does channel appear on USGS quad map? NO 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: _% Residential 95 % Commercial _% Industrial _% Agricultural
_% Forested 5 % Cleared / Logged _% Other ( 1
22. Bankfull width: 10' 23. Bank height (from bed to top of bank): 4'
24. Channel slope down center of stream: Flat (0 to 2%) _DGentle (2 to 4%) E[Moderate (4 to 10%) Steep (>10%)
25. Channel sinuosity: Straight Qoccasional bends Frequent meander Overy sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 46 Comments:
Stream S2 is a channelized coastal stream. S2 was historically dug out as evidenced by spoil piles along the evaluated reach.
S2 gets deeper within the channel as it flows north out of the study area.
Evaluator's Signature J. Hartshorn Date 07/07/2016
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 06/03. To Comment, please call 919-876-8441 x 26.

WRSS - Stream S2
STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
#
CHARACTERISTICS
ECOREGION POINT
RANGE
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0 — 4
0-5
4
(no flow or saturation = 0; strong flow = max points)
2
Evidence of past human alteration
0-6
0-5
0-5
1
extensive alteration = 0; no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
5
no buffer = 0; contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
4
(extensive discharges = 0; no discharges = max points)
aGroundwater
5
discharge
0-3
0 — 4
0-4
1
U
no discharge = 0• springs, sees wetlands etc. = max points)
( g p> p )
6
Presence of adjacent floodplain
0-4
0-4
0-2
1
(no floodplain = 0; extensive floodplain = max points)
Entrenchment / floodplain access
0— 5
0— 4
0— 2
1
Ox.
(deeply entrenched = 0; frequent flooding = max points)
8
Presence of adjacent wetlands
0 — 4
0-2
1
no wetlands = 0; large adjacent wetlands = maxpoints)0-6
9
Channel sinuosity
0 — 4
0-3
1
extensive channelization = 0; natural meander = maxpoints)0-5
10
Sediment input
0 5
0 4
0 4
3
(extensive deposition= 0; little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0-5
NA
(fine, homogenous = 0; large, diverse sizes = max points)
12
Evidence of channel incision or widening
0 5
0 4
0 5
1
(deeply incised = 0; stable bed & banks = max points)
13
Presence of major bank failures
0-5
0 — 5
0-5
3
�
(severe erosion = 0; no erosion, stable banks = max points)
14
Root depth and density on banks
0-3
0-4
0-5
2
H
no visible roots = 0; dense roots throughout = maxpoints)
%1
15
Impact by agriculture, livestock, or timber production
0-5
0 — 4
0-5
1
substantial impact =0; no evidence = maxpoints)
16
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
1
no riffles/ripples or pools = 0; well-developed = maxpoints)
17
Habitat complexity
0 6
0 6
0 6
2
(little or no habitat = 0; frequent, varied habitats = max points)
18
Canopy coverage over streambed
0 — 5
0-5
4
x
no shadingvegetation = 0; continuous canopy= maxpoints)0-5
19
Substrate embeddedness
NA*
0-4
0-4
NA
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
(no evidence = 0; common, numerous types = max points)
21
Presence of amphibians
0-4
0-4
0-4
3
O
(no evidence = 0; common, numerous types = max points)
O
22
Presence of fish
0-4
0-4
0-4
3
(no evidence = 0; common, numerous types = max points)
23
Evidence of wildlife use
0-6
0-5
0-5
4
(no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
46
* These characteristics are not assessed in coastal streams.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 7/7/2016
Project/Site: WRSS
Stream S3
Latitude: 34.8017
Evaluator: C. Hartshorn (KHA),
County: Onslow
Longitude: -77.4250
C. Tinklenberg (KHA)
0
1
Total Points: 21.5
3
3
2. Sinuosity of channel along thalweg
Stream Determination
Other Jacksonville
Stream is at least intermittent
Ephemeral Intermitt Perennial
.g. Quad Name: North - 1978
if >_ 19 or perennial if >_ 30
0
1
A. Geomorphology Subtotal = 10
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
1
3. In -channel structure: ex. riffle -pool, step -pool, ripple-
poolsequence
0
1
2
3
1
4. Particle size of stream substrate
0
1
2
3
2
5. Active/relic floodplain
0
1
2
3
0
6. Depositional bars or benches
0
1
2
3
1
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
0
9. Grade control
0
0.5
1
1.5
1
10. Natural valley
0
0.5
1
1.5
0
11. Second or greater order channel
No = 0
Yes = 3
0
artificial ditches are not rated: see discussions in manual
B. Hydrology Subtotal = 7.5
12.
Presence of Baseflow
0
1
2
3
2
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
1
15.
Sediment on plants or debris
0
0.5
1
1.5
0.5
16.
Organic debris lines or piles
0
0.5
1
1.5
1
17.
Soil -based evidence of high water table?
r No =
0
Yes = 3
1.5
3
C. Biology Subtotal = 4
18. Fibrous roots in streambed
3
2
1
0
1
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
0
23. Crayfish
0
0.5 1
1 1
1.5
0
24. Amphibians
0
0.5
1
1.5
0
25. Algae
0
0.5
1
1.5
0
26. Wetland plants in streambed F
FACW
= 0.75; OBL =
1.5; Other
= 0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream S3 is a linear stream feature that was likely dug out as a drainage ditch
and has naturalized.

USACE AID# DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET -AQF
Provide the following information for the stream reach under assessment:
1. Applicant's name: City of Jacksonville 2. Evaluator's name: J. Hartshorn (Kimley-Horn)
3. Date of evaluation: 07/07/2016 4. Time of evaluation: 12:00 pm
5. Name of stream: WRSS - Stream S3 6. River basin: White Oak
7. Approximate drainage area: 60 acres 8. Stream order:. First Order
9. Length of reach evaluated: 41 feet 10. County: Onslow
11. Site coordinates (if known): prefer in decimal degrees.
Latitude (ex. 34.872312):
34.8017
12. Subdivision name (if any): n/a
Longitude (ex. -77.556611
-77.4250
Method location determined (circle):✓❑hPSDopo Sheetl2)rtho (Aerial) Photo/GIS❑Dther GISather
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
S3 is located north of Western Boulevard, approximately 2,400' west of Carolina Forest Boulevard
14. Proposed channel work (if any): n/a
15. Recent weather conditions: Sunny and clear, no rainfall reported within the previous 24 hours
16. Site conditions at time of visit: Sunny and hot, mid 90s Fahrenheit
17. Identify any special waterway classifications known: FISection 10 FITidal Waters Essential Fisheries Habitat
nTrout Waters 00utstanding Resource Waters 21 L Nutrient Sensitive Waters Dwater Supply Watershed. (I-IV)
18. is there a pond or lake located upstream of the evaluation point? NO If yes, estimate the water surface area: n/a
19. Does channel appear on USGS quad map? NO 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: 70 % Residential 5 % Commercial _% Industrial _% Agricultural
20 % Forested 5 % Cleared / Logged _% Other ( 1
22. Bankfull width: 6' 23. Bank height (from bed to top of bank): 5'
24. Channel slope down center of stream: Flat (0 to 2%) _DGentle (2 to 4%) E[Moderate (4 to 10%) Steep (>10%)
25. Channel sinuosity: _zStraight Occasional bends Frequent meander Overy sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 33 Comments:
Stream S3 is a linear stream feature that was likely dug out as a drainage ditch and has naturalized.
Evaluator's Signature J. Hartshorn Date 07/07/2016
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.

WRSS - Stream S3
STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
#
CHARACTERISTICS
ECOREGION POINT
RANGE
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0 — 4
0-5
3
(no flow or saturation = 0; strong flow = max points)
2
Evidence of past human alteration
0-6
0-5
0-5
1
extensive alteration = 0; no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
4
no buffer = 0; contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
4
(extensive discharges = 0; no discharges = max points)
aGroundwater
5
discharge
0-3
0 — 4
0-4
1
U
no discharge = 0• springs, sees wetlands etc. = max points)
( g p> p )
6
Presence of adjacent floodplain
0-4
0 — 4
0-2
Q
(no floodplain = 0; extensive floodplain = max points)
Entrenchment / floodplain access
0— 5
0— 4
0— 2
Q
Ox.
(deeply entrenched = 0; frequent flooding = max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0 — 4
0-3
1
extensive channelization = 0; natural meander = maxpoints)0-5
10
Sediment input
0 5
0 4
0 4
2
(extensive deposition= 0; little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0-5
NA
(fine, homogenous = 0; large, diverse sizes = max points)
12
Evidence of channel incision or widening
0 5
0 4
0 5
1
(deeply incised = 0; stable bed & banks = max points)
13
Presence of major bank failures
0-5
0-5
0-5
4
(severe erosion = 0; no erosion, stable banks = max points)
14
Root depth and density on banks
0-3
0-4
0-5
2
H
no visible roots = 0; dense roots throughout = maxpoints)
%1
15
Impact by agriculture, livestock, or timber production
0-5
0 — 4
0-5
Q
substantial impact =0; no evidence = maxpoints)
16
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
1
no riffles/ripples or pools = 0; well-developed = maxpoints)
17
Habitat complexity
0 6
0 6
0 6
2
(little or no habitat = 0; frequent, varied habitats = max points)
18
Canopy coverage over streambed
0 — 5
0-5
4
x
no shadingvegetation = 0; continuous canopy= maxpoints)0-5
19
Substrate embeddedness
NA*
0-4
0-4
NA
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
(no evidence = 0; common, numerous types = max points)
21
Presence of amphibians
0-4
0-4
0-4
0
O
(no evidence = 0; common, numerous types = max points)
O
22
Presence of fish
0-4
0-4
0-4
0
(no evidence = 0; common, numerous types = max points)
23
Evidence of wildlife use
0-6
0-5
0-5
3
(no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
33
* These characteristics are not assessed in coastal streams.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 2/19/2013
Project/Site: WRSS
Stream S4
Latitude: 34.7823
Evaluator: C. Hartshorn (KHA),
County: Onslow
Longitude: -77.5026
C. Tinklenberg (KHA)
0
1
Total Points: 26.5
3
3
2. Sinuosity of channel along thalweg
Stream Det circle one)
Other Catherine Lake
Stream is at least intermittent
Ephemer I Intermittent erennial
e.g. Quad Name: Quad - 1980
if >_ 19 or perennial if >_ 30
0
1
A. Geomorphology Subtotal = 8
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In -channel structure: ex. riffle -pool, step -pool, ripple-
poolsequence
0
1
2
3
0
4. Particle size of stream substrate
0
1
2
3
1
5. Active/relic floodplain
0
1
2
3
1
6. Depositional bars or benches
0
1
2
3
0
7. Recent alluvial deposits
0
1
2
3
0
8. Headcuts
0
1
2
3
0
9. Grade control
0
0.5
1
1.5
1
10. Natural valley
0
0.5
1
1.5
0
11. Second or greater order channel
No = 0
Yes = 3
0
artificial ditches are not rated: see discussions in manual
B. Hydrology Subtotal = 8.5
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
1
15.
Sediment on plants or debris
0
0.5
1
1.5
1
16.
Organic debris lines or piles
0
0.5
1
1.5
0.5
17.
Soil -based evidence of high water table?
r No =
0
Yes = 3
1.5
3
C. Biology Subtotal = 10
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
0
23. Crayfish
0
0.5
1
1.5
0
24. Amphibians
0
0.5
1
1.5
1
25. Algae
0
0.5
1
1.5
1.5
26. Wetland plants in streambed F
FACW
= 0.75; OBL =
1.5; Other
= 0
1.5
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: S4 is a low flow coastal stream. Sediment particles on plants and
the presence of debris are likely indicators of high flow storm events. There is
an established bed and bank in the channel, as well as a natural meander. S4
may have been historically realigned from the headwater system shown in the
USGS topographic map.

USACE AID# DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET -AQF
Provide the following information for the stream reach under assessment:
1. Applicant's name: City of Jacksonville 2. Evaluator's name: J. Hartshorn (Kimley-Horn)
3. Date of evaluation: 02/19/2013
5. Name of stream: W RSS - Stream S4
7. Approximate drainage area: 90 acres
9. Length of reach evaluated: 30'
11. Site coordinates (if known): prefer in decimal degrees.
Latitude (ex. 34.872312):
34.7823
4. Time of evaluation: 4:00 pm
6. River basin: White Oak
8. Stream orde First Order
10. County: Onslow
12. Subdivision name (if any): n/a
Longitude (ex. -77.556611): -77.5026
Method location determined (circle): EIPSDopo Sheet ✓� rtho (Aerial) Photo/GIS❑Dther GISather
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
Runs perpendicular to Pony Farm Road, approximately 0.6 miles west of intersection of Pony Farm Road and Highway 258.
14. Proposed channel work (if any): n/a
15. Recent weather conditions: Cold overcast with snow present and 0.01" of rainfall recorded by NOAA/NWS 48 hours prior to field observations.
16. Site conditions at time of visit: Intermittent rainfall, approximately 50 degrees Fahrenheit.
17. Identify any special waterway classifications known: FISection 10 FITidal Waters Essential Fisheries Habitat
nTrout Waters 210utstanding Resource Waters EJ Nutrient Sensitive Waters Dwater Supply Watershed. (I-IV)
18. is there a pond or lake located upstream of the evaluation point? NO If yes, estimate the water surface area: n/a
19. Does channel appear on USGS quad map? NO 20. Does channel appear on USDA Soil Survey? NO
21. Estimated watershed land use: 15 % Residential _% Commercial _% Industrial 30 % Agricultural
40 % Forested 15 % Cleared / Logged _% Other ( 1
22. Bankfull width: 41 23. Bank height (from bed to top of bank): 5'
24. Channel slope down center of stream: Flat (0 to 2%) _DGentle (2 to 4%) E[Moderate (4 to 10%) Steep (>10%)
25. Channel sinuosity: Straight Qoccasional bends Frequent meander Overy sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 34 Comments:
S4 is a low flow coastal stream. The presence of sediment on plants and debris around the stream indicates the occurrence of
high flow storm events. There is an established bed and bank in the stream as well as a natural meander. S4 may have been
historically realigned from the headwater system shown in the USGS topoaraphic map.
Evaluator's Signature J. Hartshorn Date 02/19/2013
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.

WRSS - Stream S4
STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
#
CHARACTERISTICS
ECOREGION POINT
RANGE
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0 — 4
0-5
3
(no flow or saturation = 0; strong flow = max points)
2
Evidence of past human alteration
0-6
0-5
0-5
1
extensive alteration = 0; no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
1
no buffer = 0; contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
1
(extensive discharges = 0; no discharges = max points)
aGroundwater
5
discharge
0-3
0-4
0-4
2
U
(no discharge = 0; springs, seeps, wetlands, etc. = max points)
6
Presence of adjacent floodplain
0-4
0-4
0-2
1
(no floodplain = 0; extensive floodplain = max points)
Entrenchment / floodplain access
0— 5
0— 4
0— 2
1
Ox.
(deeply entrenched = 0; frequent flooding = max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
2
extensive channelization = 0; natural meander = maxpoints)
10
Sediment input
0 5
0 4
0 4
2
(extensive deposition= 0; little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0-5
NA
(fine, homogenous = 0; large, diverse sizes = max points)
12
Evidence of channel incision or widening
0 5
0 4
0 5
4
�
(deeply incised = 0; stable bed & banks = max points)
13
Presence of major bank failures
0-5
0-5
0-5
4
(severe erosion = 0; no erosion, stable banks = max points)
14
Root depth and density on banks
0-3
0-4
0-5
2
H
no visible roots = 0; dense roots throughout = maxpoints)
%1
15
Impact by agriculture, livestock, or timber production
0-5
0-4
0-5
3
substantial impact =0; no evidence = max points)
16
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
0
no riffles/ripples or pools = 0; well-developed = maxpoints)
17
Habitat complexity
0 6
0 6
0 6
1
(little or no habitat = 0; frequent, varied habitats = max points)
18
Canopy coverage over streambed
0-5
0-5
0-5
2
x
no shading vegetation = 0; continuous canopy = maxpoints)
19
Substrate embeddedness
NA*
0-4
0-4
NA
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
(no evidence = 0; common, numerous types = max points)
21
Presence of amphibians
0-4
0-4
0-4
2
O
(no evidence = 0; common, numerous types = max points)
O
22
Presence of fish
0-4
0-4
0-4
0
(no evidence = 0; common, numerous types = max points)
23
Evidence of wildlife use
0-6
0-5
0-5
2
(no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
34
* These characteristics are not assessed in coastal streams.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 2/19/2013
Project/Site: WRSS
Stream S5
Latitude: 34.7826
Evaluator: I Hartshorn (KHA),
County: Onslow
Longitude: -77.5103
C. Tinklenberg (KHA)
0
1
Total Points: 20
3
3
2. Sinuosity of channel along thalweg
Stream Det circle one)
Other Catherine Lake
Stream is at least intermittent
Ephemer I Intermittent erennial
e.g. Quad Name: Quad - 1980
if >_ 19 or perennial if >_ 30
0
1
A. Geomorphology Subtotal = 6
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
1
3. In -channel structure: ex. riffle -pool, step -pool, ripple-
poolsequence
0
1
2
3
0
4. Particle size of stream substrate
0
1
2
3
1
5. Active/relic floodplain
0
1
2
3
0
6. Depositional bars or benches
0
1
2
3
0
7. Recent alluvial deposits
0
1
2
3
0
8. Headcuts
0
1
2
3
0
9. Grade control
0
0.5
1
1.5
1
10. Natural valley
0
0.5
1
1.5
0
11. Second or greater order channel
No = 0
Yes = 3
0
artificial ditches are not rated: see discussions in manual
B. Hydrology Subtotal =
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
0.5
15.
Sediment on plants or debris
0
0.5
1
1.5
0.5
16.
Organic debris lines or piles
0
0.5
1
1.5
1
17.
Soil -based evidence of high water table?
r No =
0
Yes = 3
1.5
3
C. Biology Subtotal =
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
0
23. Crayfish
0
0.5
1
1.5
0
24. Amphibians
0
0.5
1
1.5
0
25. Algae
0
0.5
1
1.5
0
26. Wetland plants in streambed F
FACW
= 0.75; OBL =
1.5; Other
= 0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: No flow was observed in S5, but water was approximately 1' deep.
A debris jam in the stream was impeding water flow near culvert. No biology
was observed in S5.

USACE AID# DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET -AQF
Provide the following information for the stream reach under assessment:
1. Applicant's name: City of Jacksonville 2. Evaluator's name: J. Hartshorn (Kimley-Horn)
3. Date of evaluation: 02/19/2013 4. Time of evaluation: 5:00 pm
5. Name of stream: WRSS - S5 6. River basin: White Oak
7. Approximate drainage area: 200 acres 8. Stream order:. First Order
9. Length of reach evaluated: 30' 10. County: Onslow
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any):
Latitude (ex. 34.872312): 34.7826 Longitude (ex. -77.556611): -77.5103
Method location determined (circle): EIPSDopo Sheet ✓� rtho (Aerial) Photo/GIS❑Dther GISather
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
Runs perpendicular to Pony Farm Road, in between Greystone Avenue and Denise Drive.
14. Proposed channel work (if any): n/a
15. Recent weather conditions: Cold overcast with snow present and 0.01" of rainfall recorded by NOAA/NWS 48 hours prior to field evaluation.
16. Site conditions attime of vi---. Intermittent rainfall, approximately 50 degrees Fahrenheit.
17. Identify any special waterway classifications known: FISection 10 FITidal Waters Essential Fisheries Habitat
nTrout Waters 210utstanding Resource Waters EJ Nutrient Sensitive Waters Dwater Supply Watershed. (I-IV)
18. is there a pond or lake located upstream of the evaluation point? NO If yes, estimate the water surface area: n/a
19. Does channel appear on USGS quad map? NO 20. Does channel appear on USDA Soil Survey? NO
21. Estimated watershed land use: 55 % Residential _% Commercial _% Industrial _% Agricultural
40 % Forested 5 % Cleared / Logged _% Other ( 1
22. Bankfull width: 5' 23. Bank height (from bed to top of bank): 3'
24. Channel slope down center of stream: Flat (0 to 2%) _DGentle (2 to 4%) E[Moderate (4 to 10%) Steep (>10%)
25. Channel sinuosity: Straight Qoccasional bends Frequent meander Overy sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 27 Comments:
No flow was observed in S5, but water was approximately 1' deep. A debris jam in the stream was impeding water flow near
the culvert outlet. No biology was observed in S5.
Evaluator's Signature J. Hartshorn Date 02/19/2013
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.

WRSS - S5
STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
#
CHARACTERISTICS
ECOREGION POINT
RANGE
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0 — 4
0-5
3
(no flow or saturation = 0; strong flow = max points)
2
Evidence of past human alteration
0-6
0-5
0-5
1
extensive alteration = 0; no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
1
no buffer = 0; contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
3
(extensive discharges = 0; no discharges = max points)
aGroundwater
5
discharge
0-3
0 — 4
0-4
1
U
no discharge = 0• springs, sees wetlands etc. = max points)
( g p> p )
6
Presence of adjacent floodplain
0-4
0 — 4
0-2
1
(no floodplain = 0; extensive floodplain = max points)
Entrenchment / floodplain access
0— 5
0— 4
0— 2
1
Ox.
(deeply entrenched = 0; frequent flooding = max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0 — 4
0-3
1
extensive channelization = 0; natural meander = maxpoints)0-5
10
Sediment input
0 5
0 4
0 4
1
(extensive deposition= 0; little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0-5
NA
(fine, homogenous = 0; large, diverse sizes = max points)
12
Evidence of channel incision or widening
0 5
0 4
0 5
1
(deeply incised = 0; stable bed & banks = max points)
13
Presence of major bank failures
0-5
0 — 5
0-5
4
�
(severe erosion = 0; no erosion, stable banks = max points)
14
Root depth and density on banks
0-3
0-4
0-5
3
H
no visible roots = 0; dense roots throughout = maxpoints)
%1
15
Impact by agriculture, livestock, or timber production
0-5
0 — 4
0-5
1
substantial impact =0; no evidence = maxpoints)
16
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
0
no riffles/ripples or pools = 0; well-developed = maxpoints)
17
Habitat complexity
0 6
0 6
0 6
2
(little or no habitat = 0; frequent, varied habitats = max points)
18
Canopy coverage over streambed
0 — 5
0-5
1
x
no shadingvegetation = 0; continuous canopy= maxpoints)0-5
19
Substrate embeddedness
NA*
0-4
0-4
NA
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
(no evidence = 0; common, numerous types = max points)
21
Presence of amphibians
0-4
0-4
0-4
0
O
(no evidence = 0; common, numerous types = max points)
O
22
Presence of fish
0-4
0-4
0-4
0
(no evidence = 0; common, numerous types = max points)
23
Evidence of wildlife use
0-6
0-5
0-5
2
(no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
27
* These characteristics are not assessed in coastal streams.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 2/19/2013
Project/Site: WRSS
Stream S6
Latitude: 34.7832
Evaluator: I Hartshorn (KHA),
County: Onslow
Longitude: -77.5147
C. Tinklenberg (KHA)
0
1
Total Points: 31.5
3
3
2. Sinuosity of channel along thalweg
Stream Determination
Other Catherine Lake
Stream is at least intermittent
Ephemeral Intermitt t Perennial
g. Quad Name: Quad - 1980
if >_ 19 or perennial if >_ 30
0
1
A. Geomorphology Subtotal = 14
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In -channel structure: ex. riffle -pool, step -pool, ripple-
poolsequence
0
1
2
3
1
4. Particle size of stream substrate
0
1
2
3
2
5. Active/relic floodplain
0
1
2
3
2
6. Depositional bars or benches
0
1
2
3
1
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
0
9. Grade control
0
0.5
1
1.5
1
10. Natural valley
0
0.5
1
1.5
1
11. Second or greater order channel
No = 0
Yes = 3
0
artificial ditches are not rated: see discussions in manual
B. Hydrology Subtotal = 10
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
1
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0.5
1
1.5
0
16.
Organic debris lines or piles
0
0.5
1
1.5
1.5
17.
Soil -based evidence of high water table?
No =
0
Yes = 3
1.5
3
C. Biology Subtotal = 7.5
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
0
23. Crayfish
0
0.5
1
1.5
0
24. Amphibians
0
0.5
1
1.5
0
25. Algae
0
0.5
1
1.5
0
26. Wetland plants in streambed F
FACW
= 0.75; OBL =
1.5; Other
= 0
1.5
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: S6 is a tributary to Blue Creek with strong flow that
crosses beneath Pony Farm Road. Cattails are present throughout the channel
but the flow of the stream has laid the stalks down flat across the stream
bed. No biology was observed, but the stream displayed good substrate sorting
and material composition, as well as the presence of iron oxidizing bacteria.

USACE AID# DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET -AQF
Provide the following information for the stream reach under assessment:
1. Applicant's name: City of Jacksonville 2. Evaluator's name: Jason Hartshorn (Kimley-Horn)
3. Date of evaluation: 02/19/2013 4. Time of evaluation: 5:45 pm
5. Name of stream: WRSS - Stream S6 6. River basin: White Oak
7. Approximate drainage area: 550 acres 8. Stream order:.Third Order
9. Length of reach evaluated: 30' 10. County: Onslow
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): Jacksonville
Latitude (ex. 34.872312): 34.7832 Longitude (ex. -77.556611): -77.5147
Method location determined (circle):✓❑hPSDopo Sheet ✓� rtho (Aerial) Photo/GIS ✓❑ether GISather
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
S6 flows beneath Pony Farm Road and is located approximately 800' west of the intersection of Pony Farm Road and Greystone Avenue.
14. Proposed channel work (if any): n/a
15. Recent weather conditions: Cold overcast with snow present and 0.01" of rainfall recorded by NOAA/NWS 48 hours prior to field evaluation.
16. Site conditions at time of vi---. Intermittent rainfall, approximately 50 degrees Fahrenheit.
17. Identify any special waterway classifications known: FISection 10 FITidal Waters Essential Fisheries Habitat
nTrout Waters 210utstanding Resource Waters EJ Nutrient Sensitive Waters Dwater Supply Watershed. (I-IV)
18. is there a pond or lake located upstream of the evaluation point? NO If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? NO 20. Does channel appear on USDA Soil Survey? NO
21. Estimated watershed land use: 10 % Residential _% Commercial _% Industrial 5 % Agricultural
80 % Forested 5 % Cleared / Logged _% Other ( 1
22. Bankfull width: 8' 23. Bank height (from bed to top of bank): 4'
24. Channel slope down center of stream: Flat (0 to 2%) _DGentle (2 to 4%) E[Moderate (4 to 10%) Steep (>10%)
25. Channel sinuosity: Straight Qoccasional bends Frequent meander Overy sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 45 Comments:
S6 is a tributary to Blue Creek with strong flow that crosses beneath Pony Farm Road. Cattails are present throughout the
channel, but the flow of the stream has laid the stalks down flat across the stream bed. No biology was observed, but the
stream displayed good substrate sorting and material composition. as well as the presence of iron oxidizing bacteria.
Evaluator's Signature J. Hartshorn Date 02/19/2013
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.

WRSS - Stream S6
STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
#
CHARACTERISTICS
ECOREGION POINT
RANGE
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0 — 4
0-5
4
(no flow or saturation = 0; strong flow = max points)
2
Evidence of past human alteration
0-6
o -s
o -s
4
extensive alteration = 0; no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
3
no buffer = 0; contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
4
(extensive discharges = 0; no discharges = max points)
aGroundwater
5
discharge
0-3
0 — 4
0-4
1
U
no discharge = 0• springs, sees wetlands etc. = max points)
( g p> p )
6
Presence of adjacent floodplain
0-4
0-4
0-2
2
(no floodplain = 0; extensive floodplain = max points)
Entrenchment / floodplain access
0— 5
0— 4
0— 2
2
Ox.
(deeply entrenched = 0; frequent flooding = max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
2
extensive channelization = 0; natural meander = maxpoints)
10
Sediment input
0 5
0 4
0 4
4
(extensive deposition= 0; little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0-5
NA
(fine, homogenous = 0; large, diverse sizes = max points)
12
Evidence of channel incision or widening
0 5
0 4
0 5
3
�
(deeply incised = 0; stable bed & banks = max points)
E*
13
Presence of major bank failures
0-5
0-5
0-5
3
�
(severe erosion = 0; no erosion, stable banks = max points)
14
Root depth and density on banks
0-3
0-4
0-5
1
H
no visible roots = 0; dense roots throughout = maxpoints)
%1
15
Impact by agriculture, livestock, or timber production
0-5
0 — 4
0-5
4
substantial impact =0; no evidence = maxpoints)
16
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
1
no riffles/ripples or pools = 0; well-developed = maxpoints)
17
Habitat complexity
0 6
0 6
0 6
2
(little or no habitat = 0; frequent, varied habitats = max points)
18
Canopy coverage over streambed
0— 5
0— 5
0— 5
3
no shadingvegetation = 0; continuous canopy= max points)
19
Substrate embeddedness
NA*
0-4
0-4
NA
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
(no evidence = 0; common, numerous types = max points)
21
Presence of amphibians
0-4
0-4
0-4
0
O
(no evidence = 0; common, numerous types = max points)
O
22
Presence of fish
0-4
0-4
0-4
0
(no evidence = 0; common, numerous types = max points)
23
Evidence of wildlife use
0-6
0-5
0-5
2
(no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
45
* These characteristics are not assessed in coastal streams.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 2/20/2013
Project/Site: WRSS
Stream S7
Latitude: 34.7823
Evaluator: J. Hartshorn (KHA)
County: Onslow
Longitude: -77.5221
C. Tinklenberg (KHA)
0
1
Total Points: 30
3
3
2. Sinuosity of channel along thalweg
Stream Determination
Other Catherine Lake
Stream is at least intermittent
Ephemeral Intermittt Perennial
g. Quad Name: Quad - 1980
if >_ 19 or perennial if >_ 30
0
1
A. Geomorphology Subtotal = 13
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
1
3. In -channel structure: ex. riffle -pool, step -pool, ripple-
poolsequence
0
1
2
3
1
4. Particle size of stream substrate
0
1
2
3
1
5. Active/relic floodplain
0
1
2
3
3
6. Depositional bars or benches
0
1
2
3
1
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
0
9. Grade control
0
0.5
1
1.5
1
10. Natural valley
0
0.5
1
1.5
1
11. Second or greater order channel
No = 0
Yes = 3
0
artificial ditches are not rated: see discussions in manual
B. Hydrology Subtotal = 10
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0.5
1
1.5
1
16.
Organic debris lines or piles
0
0.5
1
1.5
1.5
17.
Soil -based evidence of high water table?
No =
0
Yes = 3
1.5
3
C. Biology Subtotal =
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
0.5
23. Crayfish
0
0.5
1
1.5
0
24. Amphibians
0
0.5
1
1.5
0.5
25. Algae
0
0.5
1
1.5
0
26. Wetland plants in streambed F
FACW
= 0.75; OBL =
1.5; Other
= 0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: S7 (Blue Creek) is a linear, perennial stream flowing beneath Pony
Farm Road. The stream is impounded on the north side of Pony Farm Road by
2 separate sets of culverts. One of those sets (four 48" CMP), is located
underneath an abandoned farm road immediately north of Pony Farm Road.
The other set, carrying S7 beneath Pony Farm Road, is a pair of 48" CMP
culverts. Both sets of culverts are impounding and limiting flow to the south
of the study area (downstream).

USACE AID# DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET -AQF
Provide the following information for the stream reach under assessment:
1. Applicant's name: City of Jacksonville 2. Evaluator's name: Jason Hartshorn (Kimley-Horn
3. Date of evaluation: 02/20/2013
5. Name of stream: WRSS - Stream S7
7. Approximate drainage area: 1.6 square miles
9. Length of reach evaluated: 50'
11. Site coordinates (if known): prefer in decimal degrees.
Latitude (ex. 34.872312):
34.7823
4. Time of evaluation: 10: 00 am
6. River basin: White Oak
8. Stream order: Second Order
10. County: Onslow
12. Subdivision name (if
Longitude (ex. -77.556611
Jacksonville
-77.5221
Method location determined (circle):✓❑hPSDopo Sheet ✓� rtho (Aerial) Photo/GIS ✓❑ether GISather
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
S7 flows beneath Pony Farm Road, approximately 60' east of intersection of Pony Express Road and Tar Landing Loop Road.
14. Proposed channel work (if any): n/a
15. Recent weather conditions: 0.05" of rainfall recorded by NOAH/NWS in 48 hours prior to field evaluation.
16. Site conditions attime of visit: Sunny, approximately 45 degrees Fahrenheit.
17. Identify any special waterway classifications known: FISection 10 FITidal Waters Essential Fisheries Habitat
nTrout Waters 00utstanding Resource Waters 21 L Nutrient Sensitive Waters Dwater Supply Watershed. (I-IV)
18. is there a pond or lake located upstream of the evaluation point? NO If yes, estimate the water surface area: n/a
19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: 15 % Residential _% Commercial 10 % Industrial 110 % Agricultural
60 % Forested 5 % Cleared / Logged _% Other ( 1
22. Bankfull width: 15' 23. Bank height (from bed to top of bank): 5'
24. Channel slope down center of stream: Flat (0 to 2%) QGentle (2 to 4%) E[Moderate (4 to 10%) Steep (>10%)
25. Channel sinuosity: Straight Qoccasional bends Frequent meander Overy sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 41 Comments:
S7 (Blue Creek) is a linear, perennial stream flowing beneath Pony Farm Road. The stream is impounded on the north side of
Pony Farm Road by 2 separate sets of culverts. One of those sets (four 48" CMP), is located underneath an abandoned farm
road immediately north of Pony Farm Road. The other set, carrying S7 beneath Pony Farm Road, is a pair of 48" CMP culverts.
Both sets of culverts are imnoundina and limitina flow to the south of the studv area (downstream).
Evaluator's Signature J. Hartshorn Date 02/20/2013
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.

WRSS - Stream S7
STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
#
CHARACTERISTICS
ECOREGION POINT
RANGE
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0 — 4
0-5
4
(no flow or saturation = 0; strong flow = max points)
2
Evidence of past human alteration
0-6
0-5
0-5
1
extensive alteration = 0; no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
1
no buffer = 0; contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
4
(extensive discharges = 0; no discharges = max points)
aGroundwater
5
discharge
0-3
0 — 4
0-4
2
U
no discharge = 0• springs, sees wetlands etc. = max points)
( g p> p )
6
Presence of adjacent floodplain
0-4
0 — 4
0-2
3
(no floodplain = 0; extensive floodplain = max points)
Entrenchment / floodplain access
0— 5
0— 4
0— 2
3
Ox.
(deeply entrenched = 0; frequent flooding = max points)
8
Presence of adjacent wetlands
0 — 4
0-2
3
no wetlands = 0; large adjacent wetlands = maxpoints)0-6
9
Channel sinuosity
0 — 4
0-3
1
extensive channelization = 0; natural meander = maxpoints)0-5
10
Sediment input
0 5
0 4
0 4
2
(extensive deposition= 0; little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0-5
NA
(fine, homogenous = 0; large, diverse sizes = max points)
12
Evidence of channel incision or widening
0 5
0 4
0 5
3
�
(deeply incised = 0; stable bed & banks = max points)
E*
13
Presence of major bank failures
0-5
0-5
0-5
2
�
(severe erosion = 0; no erosion, stable banks = max points)
14
Root depth and density on banks
0-3
0-4
0-5
2
H
no visible roots = 0; dense roots throughout = maxpoints)
%1
15
Impact by agriculture, livestock, or timber production
0-5
0 — 4
0-5
Q
substantial impact =0; no evidence = maxpoints)
16
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
1
no riffles/ripples or pools = 0; well-developed = maxpoints)
17
Habitat complexity
0 6
0 6
0 6
2
(little or no habitat = 0; frequent, varied habitats = max points)
18
Canopy coverage over streambed
0-5
0-5
0-5
3
no shadin vegetation = 0; continuous canopy = maxpoints)
19
Substrate embeddedness
NA*
0-4
0-4
NA
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
(no evidence = 0; common, numerous types = max points)
21
Presence of amphibians
0-4
0-4
0-4
1
O
(no evidence = 0; common, numerous types = max points)
O
22
Presence of fish
0-4
0-4
0-4
1
(no evidence = 0; common, numerous types = max points)
23
Evidence of wildlife use
0-6
0-5
0-5
2
(no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
41
* These characteristics are not assessed in coastal streams.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 2/20/2013
Project/Site: WRSS
Stream S8
Latitude: 34.7787
Evaluator: C. Tinklenberg (KHA),
County: Onslow
Longitude: -77.5426
J. Hartshorn (KHA)
0
1
Total Points: 40
3
3
2. Sinuosity of channel along thalweg
Stream Determination c'
Other Catherine Lake
Stream is at least intermittent
Ephemeral Intermitt t Perennial
.g. Quad Name: Quad - 1980
if >_ 19 or perennial if >_ 30
0
1
A. Geomorphology Subtotal = 23
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple-
poolsequence
0
1
2
3
3
4. Particle size of stream substrate
0
1
2
3
3
5. Active/relic floodplain
0
1
2
3
3
6. Depositional bars or benches
0
1
2
3
3
7. Recent alluvial deposits
0
1
2
3
3
8. Headcuts
0
1
2
3
0
9. Grade control
0
0.5
1
1.5
1.5
10. Natural valley
0
0.5
1
1.5
0.5
11. Second or greater order channel
No = 0
Yes = 3
0
artificial ditches are not rated: see discussions in manual
B. Hydrology Subtotal = 10.5
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0.5
1
1.5
1.5
16.
Organic debris lines or piles
0
0.5
1
1.5
1.5
17.
Soil -based evidence of high water table?
No =
0
Yes = 3
1.5
3
C. Biology Subtotal = 6.5
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
0
23. Crayfish
0
0.5
1
1.5
0
24. Amphibians
0
0.5
1
1.5
0.5
25. Algae
0
0.5
1
1.5
0
26. Wetland plants in streambed F
FACW
= 0.75; OBL =
1.5; Other
= 0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: S8 is a coastal perennial stream system within a large headwater
wetland. The stream has strong flow and the channel is heavily braided
upstream of the data point. Despite S8 being within a managed timber tract, it
appears to be relatively undisturbed and is indicative of a good natural stream
system for this region.
S8 is a mapped USGS blue line stream (UT to Southwest Creek).

USACE AID# DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET -AQF
Provide the following information for the stream reach under assessment:
1. Applicant's name: City of Jacksonville 2. Evaluator's name: J. Hartshorn (Kimley-Horn
3. Date of evaluation: 02/20/2013
5. Name of stream: WRSS - Stream S8
7. Approximate drainage area: 1.4 square miles
9. Length of reach evaluated: 50'
11. Site coordinates (if known): prefer in decimal degrees.
Latitude (ex. 34.872312):
34.7787
4. Time of evaluation: 12:00 pm
6. River basin: White Oak
8. Stream order:, First Order
10. County: Onslow
12. Subdivision name (if any): Jacksonville
Longitude (ex. -77.556611): -77.5426
Method location determined (circle):✓❑hPSDopo Sheet ✓� rtho (Aerial) Photo/GIS ✓❑ether GISather
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
S8 flows beneath Fire Tower Road, between Triple C Lane and Meadows Road, approximately 1,400' west of Triple C Lane.
14. Proposed channel work (if any): n/a
15. Recent weather conditions: 0.05" of rainfall recorded by NOAA/NWS in 48 hours prior to field evaluation.
16. Site conditions attime of vi---. Sunny, approximately 50 degrees Fahrenheit.
17. Identify any special waterway classifications known: ElSection 10 FITidal Waters Essential Fisheries Habitat
nTrout Waters 00utstanding Resource Waters EJ Nutrient Sensitive Waters Dwater Supply Watershed. (I-IV)
18. is there a pond or lake located upstream of the evaluation point? NO If yes, estimate the water surface area: n/a
19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: 10 % Residential _% Commercial _% Industrial 10 % Agricultural
40 % Forested 10 % Cleared / Logged 30 % Other ( Land Treatment Site
22. Bankfull width: 8' 23. Bank height (from bed to top of bank): 2'
24. Channel slope down center of stream: Flat (0 to 2%) QGentle (2 to 4%) E[Moderate (4 to 10%) Steep (>10%)
25. Channel sinuosity: Straight Occasional bends ✓Frequent meander Overy sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 62 Comments:
S8 is a coastal perennial stream system (UT to Southwest Creek) within a large headwater wetland. The stream has strong
flow and the channel is heavily braided upstream of the data point. Despite S8 being within a managed timber tract, it appears
to be relatively undisturbed and is indicative of a good natural stream system.
Evaluator's Signature Chris Tinklenberg Date 02/20/2013
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.

WRSS - Stream S8
STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
#
CHARACTERISTICS
ECOREGION POINT
RANGE
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0 — 4
0-5
4
(no flow or saturation = 0; strong flow = max points)
2
Evidence of past human alteration
0-6
o -s
o -s
4
extensive alteration = 0; no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
4
no buffer = 0; contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
4
(extensive discharges = 0; no discharges = max points)
aGroundwater
5
discharge
0-3
0 — 4
0-4
3
U
no discharge = 0• springs, sees wetlands etc. = max points)
( g p> p )
6
Presence of adjacent floodplain
0-4
0 — 4
0-2
3
(no floodplain = 0; extensive floodplain = max points)
Entrenchment / floodplain access
0— 5
0— 4
0— 2
4
Ox.
(deeply entrenched = 0; frequent flooding = max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
5
no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0 — 4
0-3
4
extensive channelization = 0; natural meander = maxpoints)0-5
10
Sediment input
0 5
0 4
0 4
2
(extensive deposition= 0; little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0-5
NA
(fine, homogenous = 0; large, diverse sizes = max points)
12
Evidence of channel incision or widening
0 5
0 4
0 5
3
�
(deeply incised = 0; stable bed & banks = max points)
E*
13
Presence of major bank failures
0-5
0-5
0-5
3
�
(severe erosion = 0; no erosion, stable banks = max points)
14
Root depth and density on banks
0-3
0-4
0-5
2
H
no visible roots = 0; dense roots throughout = maxpoints)
%1
15
Impact by agriculture, livestock, or timber production
0-5
0-4
0-5
2
substantial impact =0; no evidence = max points)
16
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
3
no riffles/ripples or pools = 0; well-developed = maxpoints)
17
Habitat complexity
0 6
0 6
0 6
S
(little or no habitat = 0; frequent, varied habitats = max points)
18
Canopy coverage over streambed
0 — 5
0-5
4
x
no shadingvegetation = 0; continuous canopy= maxpoints)0-5
19
Substrate embeddedness
NA*
0-4
0-4
NA
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
(no evidence = 0; common, numerous types = max points)
21
Presence of amphibians
0-4
0-4
0-4
1
O
(no evidence = 0; common, numerous types = max points)
O
22
Presence of fish
0-4
0-4
0-4
0
(no evidence = 0; common, numerous types = max points)
23
Evidence of wildlife use
0-6
0-5
0-5
2
(no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
62
* These characteristics are not assessed in coastal streams.

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
ProjecflSile: WRSS City/County: Onslow
Applicant/Owner: City of Jacksonville State: NC
Investigators) J. Hartshorn, R. Sullivan (Kimley-Horn) Section, Township, Rangel
Landform (hillslope, terrace, etc.): Slight ridge Local relief (concave, convex, none): Convex
Subregion (LRR or MLRA): LRR T Lat: 34.809339 Long: -77.416420
Soil Map unit Name: NOB - Norfolk loamy fine sand NWI classification:
Sampling Date: 7/7/2016
Sampling Point: W1 -UP
Siope (%) 1-2%
Datum NAD83
Are climatic 1 hydrolo io conditions on the site typical for this time of year? Yes ©No = (If no, explain in Remarks.)
Are VegetationSailBrr
oHydrology significantly disturbed? Are "Normal Circumstances' present? Yes m No=.
Are Vegetation Sail Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No Is the Sampled Area
Hydric Sol] Present? YesIn]
No within a Welland? Yes D No
Wetland Hydrology Present? Yes No _
Remarks -
WI -UP is located on a slight topographic ridge that is present within the floodplain of S1. The
data point is roughly 20' outside of W1 -WET and 1' higher in elevation.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary
Indicators (minimum of two required)
❑
Surface Soil Cracks (BB)
Sparsely Vegetated Concave Surface (B8)
Primary Indicators (minimum of one is required: check all that apply)
T
Surface Water (A1) ❑Aquatic Fauna (B13)
High Water Table (A2)
Marl Deposits (1315) (LRR U)
Drainage Patterns (B10)
Saturation (A3)
Hydrogen Sulfide Odor (C1)
Moss Trim Lines (B1 6.1
Water Marks (B1)
Oxidized Rhizospheres along Living Roots (C3)
Dry -Season Water Table (C2)
Sediment Deposits (132)
Presence of Reduced Iron (C4)
Crayfish Burrows (C8)
Drift Deposits (133)
Recent Iron Reduction in Tilled Soils (C6)
Saturation Visible on Aerial Imagery (C9)
❑Algal
Mat or Crust (B4)
Thin Muck Surface (C7)
Geomorphic Position (D2)
F_1
Iron Deposits (135)
Other (Explain in Remarks)
Shallow Aquitard (D3)
HInundation
Visible on Aerial Imagery (B7)
FAC -Neutral Test (135)
Waler-Stained Leaves (139)
Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes_
No _ Depth (Inches):
Water Table Present? Yes
No ✓ Depth (inches): >24"
Saturation Present? Yes
No ✓ Depth (inches): >24"
Wetland Hydrology
Present? Yes 1:1. No 1Z
includes ca illa frin e
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks.-
emarks:There
Thereare no indicators of wetland
hydrology present in this area.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: W1 -UP
Remarks: (If observed, list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30 )
% Cover
Species? Status
Number of Dominant Species
7
1.
Pinus taeda
251/o
Y
FAC
That Are OBL, FAM or FAC: (A)
2.
Liquidambar styraciflua
25%
Y
FAC
Total Number of Dominant
7
3.
Species Across All Strata: (B)
4.
Percent of Dominant Species 100%
5.
That Are OBL, FAM or FAC: (A1B)
6.
Prevalence Index worksheet:
7
8
Total % Cover of: Multiply by:
50%
= Total Cover
OBL species x 1 =
0
50 /o of total cover:
0 0
25 /0 20 /o of total cover:
o
10 /o
FACW species x 2=
Sapling/Shrub Stratum (Plot size: 30'
)
FAC species x 3 =
1.
Baccharis halimifolia
10%
Y
FAC
FACU species x 4 =
2.
Liquidambar styraciva
10%
Y
FAC
UPL species x 5 =
3.
Juniperus virginiana
5%
N
FACU
Column Totals: (A) (B)
4.
Morella cerifera
5%
N
FAC
Prevalence Index = B/A =
5.
Hydrophytic Vegetation Indicators:
6.
_ 1 - Rapid Test for Hydrophytic Vegetation
7.
X 2 - Dominance Test is >50%
8.
3 - Prevalence Index is :53.0'
30%
=Total Cover
_
_ Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
15% 20% of total cover: Cao/n
Herb Stratum (Plot size: 30' )
'Indicators of hydric soil and wetland hydrology must
1.
Glyceria striata
5%
Y
OBL
be present, unless disturbed or problematic.
2.
Definitions of Four Vegetation Strata:
3.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
4.
more in diameter at breast height (DBH), regardless of
5
height.
6.
Sapling/Shrub - Woody plants, excluding vines, less
7
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
8.
Herb -All herbaceous (non -woody) plants, regardless
g.
of size, and woody plants less than 3.28 ft tall.
10.
Woody vine -All woody vines greater than 3.28 ft in
11.
height.
12.
5%
= Total Cover
50% of total cover:
3% 20% of total cover:
1%
Woody Vine Stratum (Plot size: 30' )
1.
Toxicodendron radicans
100/0
Y
FAC
2.
Gelsemium sempervirens
5%
Y
FAC
3.
4.
Hydrophytic
Vegetation
5.
150/o = Total Cover
50% of total cover:
8% 20% of total cover:
3%
Present? Yes No _
Remarks: (If observed, list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

SOIL
Sampling Point: W1 -UP
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 Loc
Texture Remarks
0-6" 2.5Y 5/4 1000/0
Sandy clay
6-18" 2.5Y 6/3 95% 7.5YR 5/6 5% C M
Sandy clay
18-24" 2.5Y 6/2 95% 2.5Y 7/8 5% C M
Sand
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric
Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
Histosol (A1)❑
Polyvalue Below Surface (S8) (LRR S, T, U)
❑ 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
Thin Dark Surface (S9) (LRR S, T, U)
❑ 2 cm Muck (A10) (LRR S)
Black Histic (A3)
Loamy Mucky Mineral (F1) (LRR O)
❑ Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
Depleted Matrix (F3)
Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U)
❑
Redox Dark Surface (F6)
(MLRA 15313)
5 cm Mucky Mineral (A7) (LRR P, T, U)
❑
Depleted Dark Surface (F7)
Red Parent Material (TF2)
Muck Presence (A8) (LRR U)
Redox Depressions (F8)
Very Shallow Dark Surface (TF1 2)
1 cm Muck (A9) (LRR P, T)
Marl (F10) (LRR U)
Other (Explain in Remarks)
Depleted Below Dark Surface (A11)
Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
Iron -Manganese Masses (F12) (LRR O, P, T) 'Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Sandy Gleyed Matrix (S4)
Reduced Vertic (F18) (MLRA 150A, 15013)
❑
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
❑Stripped
Matrix (S6)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth
Hydric Soil Present? Yes= No
(inches):
_z_
Remarks:
No indicators of hydric soil were observed at the data point location.
Soils were dry and friable
through the upper 18".
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Sile: WRSS City/County: Onslow
Applicant/Owner: City of Jacksonville State: NC
Investigators) J. Hartshorn, R. Sullivan (Kimley-Horn) Section, Township, Rangel
Landform (hillslope, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave
Subregion (LRR or MLRA): LRR T Lat: 34.809379 N Long: 77.416448 W
Soil Map unit Name: NOB - Norfolk loamy fine sand NWI classification:
Sampling Date: 7/7/2016
Sampling Point: W1 -WET
Siope (%)< 10/0
Datum NAD83
Are climatic 1 hydrolo io conditions on the site typical for this time of year? Yes © No = (If no, explain in Remarks.)
Are VegetationSailBrr
aHydrology significantly disturbed? Are 'Normal Circumstances' present? Yes m No=.
Are Vegetation Sail Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes _ No
Hydric Soil Present? Yes _ No Is the Sampled Area _ within a Welland? Yes W1 NOF
Wetland Hydrology Present? Yes _ No
Remarks
Wetland W1 is a depressional floodplain wetland adjacent to a perennial stream (S1). Evidence of
overland flow from S1 is present throughout the wetland, and W1 also receives stormwater
drainage from upslope residential areas and roads.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary
Indicators (minimum of two required)
❑
Surface Soil Cracks (BB)
Sparsely Vegetated Concave Surface (B8)
Primary Indicators (minimum of one is required: check all that apply)
�...�
Surface Water (A1) ❑Aquatic Fauna (B13)
High Water Table (A2) Marl Deposits (1315) (LRR U)
Drainage Patterns (B10)
Saturation (A3) Hydrogen Sulfide Odor (C1)
Moss Trim Lines (B1 6.1
Water Marks (B1) Oxidized Rhizospheres along Living Roots (C3)
Dry -Season Water Table (C2)
✓
Sediment Deposits (132) Presence of Reduced Iron (C4)
Crayfish Burrows (C8)
✓
Drift Deposits (133) Recent Iron Reduction in Tilled Soils (C6)
Saturation Visible on Aerial Imagery (C9)
❑Algal
Mat or Crust (B4) Thin Muck Surface (C7)
Geomorphic Position (D2)
❑Iron
Deposits (135) Other (Explain in Remarks)
Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (B7)
FAC -Neutral Test (135)
✓
Waler-Stained Leaves (139)
Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes _ No _ Depth (Inches):
Water Table Present? Yes No Depth (inches): 24°
Saturation Present? Yes No Depth (inches): 24°
Wetland Hydrology Present? Yes ©. No Jam.
includes ca illa frin e
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Water stained leaves, drift deposits, and sediment deposits are present throughout the wetland.
Saturation was present at 24" and the water table was observed at a depth of 24". Hydrology
within the wetland is sustained from groundwater and overland flow from S1 and upslope
development.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: W1 -WET
Remarks: (If observed, list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Number of Dominant Species 12
1.
Salix carolinana
20%
Y
OBL
That Are OBL, FACW, or FAC: (A)
2.
liquidambar styraciva
15%
Y
FAC
Acer rubrum
15%
Y
FAC
Total Number of Dominant
12
3.
Species Across All Strata: (B)
4.
Pinus taeda
100/0
N
FAC
Percent of Dominant Species 100%
5.
That Are OBL, FACW, or FAC: (A1B)
6.
Prevalence Index worksheet:
7.
8
Total % Cover of: Multiply by:
60%
=Total Cover
OBL species x 1 =
0
50 /o of total cover:
0 0
30 /0 20 /o of total cover:
o
12 /o
FACW species x 2=
Sapling/Shrub Stratum (Plot size: 30'
)
FAC species x 3 =
1.
Liquidambar styraciflua
25%
y
FAC
FACU species x 4 =
2.
Baccharis halimifolia
10%
Y
FAC
UPL species x 5 =
3.
Column Totals: (A) (B)
4.
Prevalence Index = B/A =
5.
Hydrophytic Vegetation Indicators:
6.
_ 1 - Rapid Test for Hydrophytic Vegetation
7.
X 2 - Dominance Test is >50%
8.
3 - Prevalence Index is :53.01
35%
= Total Cover
_
_ Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
18% 20% of total cover:
7%
Herb Stratum (Plot size: 30' )
'Indicators of hydric soil and wetland hydrology must
1.
Glyceria striata
100/0
Y
OBL
be present, unless disturbed or problematic.
2.
Juncus coriaceus
5%
Y
FACW
Definitions of Four Vegetation Strata:
3.
Boehmeria cylindrica
5%
Y
FACW
Iris sp.
5%
Y
OBL
Tree -Woody plants, excluding vines, 3 in. (7.6 cm) or
4
more in diameter at breast height (DBH), regardless of
5.
Rubus argutus
5%
Y
FAC
height.
6.
Sapling/Shrub - Woody plants, excluding vines, less
7.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
8.
Herb -All herbaceous (non -woody) plants, regardless
g.
of size, and woody plants less than 3.28 ft tall.
10.
Woody vine -All woody vines greater than 3.28 ft in
11.
height.
12.
30%
= Total Cover
50% of total cover:
15% 20% of total cover:
6%
Woody Vine Stratum (Plot size: 30' )
1.
Toxicodendron radicans
50/0
Y
FAC
2.
Gelsemium sempervirens
5%
Y
FAC
3.
4.
Hydrophytic
Vegetation
5.
10% =Total Cover
50% of total cover:
5% 20% of total cover:
2%
Present? Yes No _
Remarks: (If observed, list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

SOIL
Sampling Point: W1 -WET
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 Loc Texture Remarks
0-9" 2.5Y 3/1 90% 2.5Y
6/8 100/0 C M Clay loam
9-24" 2.5Y 4/1 70% 10YR 6/8 30% C M Sandy clay
24-30" 2.5Y 6/1 60% 10YR 4/6 40% C M Clay
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric
Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.) Indicators for Problematic Hydric Soils3:
Histosol (Al)
❑
Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
❑
Thin Dark Surface (S9) (LRR S, T, U) ❑ 2 cm Muck (A10) (LRR S)
Black Histic (A3)
❑,
Loamy Mucky Mineral (F1) (LRR O) ❑ Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
❑
Loamy Gleyed Matrix (F2) ❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
❑✓
Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20)
❑
Organic Bodies (A6) (LRR P, T, U)
❑,
.❑
Redox Dark Surface (F6) (MLRA 15313)
5 cm Mucky Mineral (A7) (LRR P, T, U)
❑
Depleted Dark Surface (F7) Red Parent Material (TF2)
Muck Presence (A8) (LRR U)
❑
Redox Depressions (F8) Very Shallow Dark Surface (TF1 2)
1 cm Muck (A9) (LRR P, T)
Marl (F10) (LRR U) ` Other (Explain in Remarks)
✓
Depleted Below Dark Surface (A11)
Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present,
❑
Sandy Mucky Mineral (S1) (LRR O, S)
Sandy Gleyed Matrix
Delta Ochric (F17) (MLRA 151) unless disturbed or problematic.
Reduced Vertic 150A, 15013)
❑
(S4)
Sandy Redox (S5)
❑
(F18) (MLRA
Piedmont Floodplain Soils (F19) (MLRA 149A)
❑Stripped
Matrix (S6)
❑
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth
Hydric Soil Present? Yes No ❑
(inches):
_a
Remarks:
The soil profile was high in clay content below 9", and soils were depleted below 9". Soils were
saturated and the water table was present at a depth of 24". Below 24", clay content was too
high for removal and analysis.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Guff Coastal Plain Region
Project/Site: WRSS City/County. Onslow
AppiicanVOwner: City of Jacksonville Slate: NC
Investigators) 3. Hartshorn (KHA), C. Tinklenberg (KHA) Section, Township, Range 3acksonvllle_
Landform (hiilslope, terrace. e Flat — Local relief (concave, convex None
Subregion (LRR or ML LRR T 34.7791 N Long_ 77.4963 W
Soil Map Unit Name: Ly - Lynchburg fine sandy loam NWI Classification--
Are
lassification:
Sampling Date: 2/19/2013
Sampling Point: W2 -UP
Siope (%) < 10/0
Datum NAD83
Are climatic! hydro]❑ is conditions on the site typical for this time of year? Yes ©No = (If no, explain in Remarks.)
Are VegetationSoilRor
or Hydrology significantly disturbed? Are 'Normal Circumstances' present? Yes m No=.
Are Vegetation Soil Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No j Is the Sampled Area n
Hydric Soil Present? Yes No within a Wetland? Yes D No W1
Wetland Hydrology Present? Yes _ No
Remarks
The sampling point is located on an upland edge, approximately 20' east of the wetland
boundary. NOAH/NWS recorded 0.01" of rainfall in the 48 hours prior to the field evaluation.
HYDROLOGY
Wetland Hydrology Indicators:
Surface Water (A1) I
High Water Table (A2)
Saturation (A3)
Water Marks (61)
Sediment Deposits (132)
Drift Deposits (83)
❑Algal Mat or Crust (B4)
F_1 Iron Deposits (B5)
Inundation Visible on Aerial Imagery (137)
Water -Stained Leaves (139)
Field Observations:
Aquatic Fauna (B13)
Marl Deposits (1315) (LRR U)
Hydrogen Sulfide Odor (C1)
Oxidized Rhizospheres along Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Surface Soil Cracks (BB)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Moss Trim Lines (B1 6.1
Dry -Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Geomorphic Position (D2)
Shallow Aquitard (D3)
=AC -Neutral Test (Ds)
Sphagnum moss (D8) (LRR T, U)
Surface Water Present? Yes No _ Depth (Inches):
Water Table Present? Yes No Depth (inches): 2011
Saturation Present? Yes No Depth (inches): 12-14" Wetland Hydrology Present? Yes❑_ No -IV]
(includes caoillary frinoe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
There are no indicators of wetland hydrology present in this area. Ditches are present near the
adjacent residential houses, and are likely impacting the hydrology.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: W2 -UP
Remarks: (If observed, list morphological adaptations below).
The upland area has light canopy cover. It is adjacent to an abandoned grapevine frame,
indicating the area was likely maintained in the past.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30
)
% Cover
Species?
Status
Number of Dominant Species 5
1.
_Ilex opaca
100/0
_Y_
_FAC_
That Are OBL, FACW, or FAC: _ (A)
2.
Pinus taeda
5%
Y
FAC
Total Number of Dominant
5
3.
Species Across All Strata: (B)
4.
Percent of Dominant Species 100%
5.
That Are OBL, FACW, or FAC: (A1B)
6.
Prevalence Index worksheet:
7.
8
Total % Cover of: Multiply by:
15%
= Total Cover
OBL species x 1 =
50% of total cover:
7.50/0 20% of total cover:
3%
FACW species x 2 =
Sapling/Shrub Stratum (Plot size:
30'
)
FAC species x 3 =
1.
Ligustrum sinense
25%
Y
FAC
FACU species x 4 =
2
UPL species x 5 =
3.
Column Totals: (A) (B)
4.
Prevalence Index = B/A =
5.
Hydrophytic Vegetation Indicators:
6.
_ 1 - Rapid Test for Hydrophytic Vegetation
7.
X 2 - Dominance Test is >50%
8.
_ 3 - Prevalence Index is :53.01
25%
= Total Cover_
Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
12.5% __% of total cover:
_12.5%
Herb Stratum (Plot size: 30'
)
'Indicators of hydric soil and wetland hydrology must
1.
Andropogon sp.
20%
Y_
_ FAC
be present, unless disturbed or problematic.
2.
Arundinaria gigantea
5%
N_
FACW
Definitions of Four Vegetation Strata:
3
Hamelia patens
-
5%
N
FACU
-
Lespedeza cuneata
- o -
5%
- -
N
-
FACU
Tree -Woody plants, excluding vines, 3 in. (7.6 cm) or
4.
more in diameter at breast height (DBH), regardless of
5
height.
6.
Sapling/Shrub - Woody plants, excluding vines, less
7.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
8.
Herb -All herbaceous (non -woody) plants, regardless
g.
of size, and woody plants less than 3.28 ft tall.
10.
Woody vine -All woody vines greater than 3.28 ft in
11.
height.
12.
_ 35%
= Total Cover
50% of total cover:
17.5% of total cover:
7%
Woody Vine Stratum (Plot size:
30' )
1
Smilax rotundifolia
5%
Y
FAC
2.
3.
4.
Hydrophytic
Vegetation
5.
5% = Total Cover
50% of total cover:
2.5% 20% of total cover:
1%
Present? Yes No _
Remarks: (If observed, list morphological adaptations below).
The upland area has light canopy cover. It is adjacent to an abandoned grapevine frame,
indicating the area was likely maintained in the past.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

SOIL
Sampling Point: W2 -UP
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 Loc
0-6" 10YR 2/1 1000/0
6-12" 10YR 3/3 1000/0
12-18" 10YR 6/4 1000/0
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Histosol (Al)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
❑ Organic Bodies (A6) (LRR P, T, U)
❑ 5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (A8) (LRR U)
❑ 1 cm Muck (A9) (LRR P, T)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Coast Prairie Redox (A16) (MLRA 150A)
Sandy Mucky Mineral (S1) (LRR O, S)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S6)
_ Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Texture Remarks
Loamy sand 20% UCS
Loamy sand
Sand
Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils3:
Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
Thin Dark Surface (S9) (LRR S, T, U) ❑ 2 cm Muck (A10) (LRR S)
Loamy Mucky Mineral (F1) (LRR O) ❑ Reduced Vertic (F18) (outside MLRA 150A,B)
Loamy Gleyed Matrix (F2) ❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
Depleted Matrix (F3) ❑ Anomalous Bright Loamy Soils (F20)
Redox Dark Surface (F6) (MLRA 15313)
Depleted Dark Surface (F7) Red Parent Material (TF2)
Redox Depressions (F8) Very Shallow Dark Surface (TF1 2)
Marl (F10) (LRR U) ` Other (Explain in Remarks)
Depleted Ochric (F11) (MLRA 151)
Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present,
Delta Ochric (F17) (MLRA 151) unless disturbed or problematic.
Reduced Vertic (F18) (MLRA 150A, 15013)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Hydric Soil Present? Yes _a No g
The soil profile becomes saturated between a depth of 12 and 14". The water table is located at a
depth of 20".
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Guff Coastal Plain Region
Project/Site: WRSS City/County. Onslow
Appiicanvowner: City of Jacksonville state: NC
Investigators) 3. Hartshorn (KHA), C. Tinklenberg (KHA) Section, Township, Range 3acksonvllle_
Landform (hiilslope, terra Flatwood Local relief (concave, convex None
Subregion (LRR or MLR/ LRR T Lat, 34.7792 N Lang_ 77.4962 W
Soil Map Unit Name: CI -Craven fine sandy loam NWI Classification--
Are
lassification:Are climatic! hydro]❑ is conditions on the site typical for this time of year? Yes ©No = (If no, explain in Remarks.]
Are Vegetation SoilRor
or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes m No=.
Are Vegetation 5oi1 Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No Is the Sampled Area
Hydric Soil Present? Yes NoF71
within a Wetland? Yes No
Wetland Hydrology Present? Yes _ No
Remarks
The point was taken in a wooded area south of Pony Farm Road between two residential houses,
and is a wet hardwood flat. NOAH/NWS recorded 0.01" of rainfall in the 48 hours prior to the
field evaluation.
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of two required)
Sampling Date: 2/19/2013
Sampling Point: W2 -WET
Siope (%) < 10/0
Datum NAD83
ace Water (At) I
Water Table (A2)
ration (A3)
:r Marks (61)
ment Deposits (132)
Deposits (83)
1 Mat or Crust (B4)
Deposits (B5)
dation Visible on Aerial Imagery (137)
;r -Stained Leaves (139)
Aquatic Fauna (B13)
Marl Deposits (1315) (LRR U)
Hydrogen Sulfide Odor (C1)
Oxidized Rhizospheres along Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Surface Sail Cracks (BB)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Moss Trim Lines (B1 6.1
Dry -Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
:geomorphic Position (D2)
Shallow Aquitard (D3)
=AC -Neutral Test (Ds)
Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No Depth (Inches):
Water Table Present? Yes No Depth (inches): 10
11
Saturation Present? Yes No Depth (inches): 0„ Wetland Hydrology Present? Yes IZI No El
(includes caoillary frinoe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks:
Saturation occurs at the surface. The upper 10" of the soil profile consists of mucky loam, and
below 10" there is a layer of muck present. The wetland appears to be the headwater system of a
blue line stream found on the USGS Topographic map. Saturation decreases in the western
region of the wooded area. Saturation and muck content also decrease near the wetland
boundary.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: W2 -WET
Remarks: (If observed, list morphological adaptations below).
The sample area has an established canopy and a light understory that is dominated by young
red maples. The area has light herbaceous and vine cover.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0
Absolute
Dominant Indicator
Dominance Test worksheet:
Tre, 30'
)
% Cover
Species?
Status
Number of Dominant Species 6
1.
_Morella cerifera
_15%_
Y
_FAC_
That Are OBL, FACW, or FAC: _ (A)
2.
styraciva
10%
Y
3.
-Liquidambar
Pinus taeda
5%
N
_FAC
-
FAC
Total Number of Dominant
6
Species Across All Strata: (B)
4.
Percent of Dominant Species 100%
5.
That Are OBL, FACW, or FAC: (A1B)
6.
Prevalence Index worksheet:
7
8
Total % Cover of: Multiply by:
30%
= Total Cover
OBL species x 1 =
50% of total cover:
150/0 20% of total cover:
6%
FACW species x 2 =
Sapling/Shrub Stratum (Plot size: 30'
)
FAC species x 3 =
1.
rubrum
Y
FAC
FACU species x 4 =
2.
_Acer
styraciva
_20%_
5%
_
FAC
UPL species x 5 =
3
_Liquidambar
Morella cerifera
_ _
5%
_N_
N_
_
_ FAC
Column Totals: (A) (B)
4.
grandiora
5%
N_
FAC
_Magnolia
_
_
Prevalence Index = B/A =
5
Persea borbonia
2%
N
FACW
Hydrophytic Vegetation Indicators:
6.
_ 1 - Rapid Test for Hydrophytic Vegetation
7.
X 2 - Dominance Test is >50%
8.
_ 3 - Prevalence Index is :53.01
3i io
= Total Cover
Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
18.5% of total cover:
_ 7.4%_
_
Herb Stratum (Plot size: 30'
)
'Indicators of hydric soil and wetland hydrology must
1.
Arundinaria gigantea
15%
Y
FACW
be present, unless disturbed or problematic.
2.
Definitions of Four Vegetation Strata:
3.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
4.
more in diameter at breast height (DBH), regardless of
5
height.
6.
Sapling/Shrub - Woody plants, excluding vines, less
7
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
8.
Herb -All herbaceous (non -woody) plants, regardless
g.
of size, and woody plants less than 3.28 ft tall.
10.
Woody vine -All woody vines greater than 3.28 ft in
11.
height.
12.
15%
= Total Cover
50% of total cover:
7.5% 20% of total cover:
3%
Woody Vine Stratum (Plot size:
30' )
1
_Smilax rotundifolia
_5%_
Y
_FAC_
2.
Lonicera japonica
5%
Y
FAC
3.
4.
Hydrophytic
Vegetation
5.
10% =Total Cover
50% of total cover:
5% 20% of total cover:
2.5%
Present? Yes No _
Remarks: (If observed, list morphological adaptations below).
The sample area has an established canopy and a light understory that is dominated by young
red maples. The area has light herbaceous and vine cover.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

SOIL
Sampling Point: W2 -WET
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 Loc Texture Remarks
0-10" 10YR 2/1 1000/0
Sandy loam Mucky
10-13" 10YR 2/1 1000/0
Mucky sand
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric
Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.) Indicators for Problematic Hydric Soils3:
Histosol (Al)
❑
Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
❑
Thin Dark Surface (S9) (LRR S, T, U) ❑ 2 cm Muck (A10) (LRR S)
Black Histic (A3)
❑,
Loamy Mucky Mineral (F1) (LRR O) ❑ Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
❑
Loamy Gleyed Matrix (F2) ❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)❑,
Depleted Matrix (F3) El Anomalous Bright Loamy Soils (F20)
❑
Organic Bodies (A6) (LRR P, T, U)
❑,
Redox Dark Surface (F6) (MLRA 15313)
5 cm Mucky Mineral (A7) (LRR P, T, U)
❑
Depleted Dark Surface (F7) Red Parent Material (TF2)
✓
Muck Presence (A8) (LRR U)
❑,
Redox Depressions (F8) Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, T)
e,
Marl (F10) (LRR U) ` Other (Explain in Remarks)
Depleted Below Dark Surface (A11)
Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
❑,
Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present,
❑
Sandy Mucky Mineral (S1) (LRR O, S)
Sandy Gleyed Matrix
Delta Ochric (F17) (MLRA 151) unless disturbed or problematic.
Reduced Vertic 150A, 15013)
❑
(S4)
Sandy Redox (S5)
❑
(F18) (MLRA
Piedmont Floodplain Soils (F19) (MLRA 149A)
❑Stripped
Matrix (S6)
❑
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth
Hydric Soil Present? Yes No ❑
(inches):
_a
Remarks:
The soil profile is saturated at the surface, and the water table was observed at a depth of 10".
Below 10", the soil becomes extremely saturated and mucky. Beyond 13", the soil becames too
wet for removal and analysis.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Guff Coastal Plain Region
ProjecVSite: WRSS City/County: Onslow
AppiicanVOwner: City of Jacksonville Slate: NC
Investigators) C. Tinklenberg (KHA), J. Hartshorn (KHA) Section, Township, Range Jacksonville_
Landform (hiilslope, terra Field/Cattle run Local relief (concave, convex None__
Subregion (LRR or MLRf LRR T _ Lat: 34.7823 N Long_ 77.5318 W
Soil Map Unit Name: Ra -Rains fine sandy loam NWI Classification--
Are
lassification:
Sampling Date: 2/20/2013
Sampling Point: W3 -UP
Slope (%) < 10/0
Datum NAD83
Are climatic! hydro]❑ is conditions on the site typical for this time of year? Yes ©No = (If no, explain in Remarks.)
Are VegetationSoilRor
or Hydrology significantly disturbed? Are 'Normal Circumstances' present? Yes m No=.
Are Vegetation Soil Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes D NOF71 J
Wetland Hydrology Present? Yes _ No
Remarks
The upland area is on a maintained and disturbed right of way. Aside from grass, there was no
vegetation present in the observed area. NOAA/NWS recorded 0.05" of rainfall in the 48 hours
prior to the field evaluation.
HYDROLOGY
Wetland Hydrology Indicators:
Surface Water (A1) I
High Water Table (A2)
Saturation (A3)
Water Marks (61)
Sediment Deposits (132)
Drift Deposits (83)
❑Algal Mat or Crust (B4)
F_1 Iron Deposits (B5)
Inundation Visible on Aerial Imagery (137)
Water -Stained Leaves (139)
Field Observations:
Aquatic Fauna (B13)
Marl Deposits (1315) (LRR U)
Hydrogen Sulfide Odor (C1)
Oxidized Rhizospheres along Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Surface Soil Cracks (BB)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Moss Trim Lines (B1 6.1
Dry -Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Geomorphic Position (D2)
Shallow Aquitard (D3)
=AC -Neutral Test (Ds)
Sphagnum moss (D8) (LRR T, U)
Surface Water Present? Yes No _ Depth (Inches):
Water Table Present? Yes No Depth (inches): 1411
Saturation Present? Yes No Depth (inches): 14" Wetland Hydrology Present? Yes❑_ No -IV]
(includes caoillary frinoe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
-------------
Remarks:
This upland area, located approximately 10' outside of the wetland boundary, has no indicators of
wetland hydrology. Saturation and the water table are found at a depth of 14" in the soil profile.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: M -UP
3.
4.
5.
6.
7.
8.
0% = Total Cover
50% of total cover: 0% 20% of total cover: _ 0%_
Herb Stratum (Plot size: 30' )
1. Festuea sp. 80% Y FAC
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
80% = Total Cover
50% of total cover: 40% 20% of total cover: 16%
Woody Vine Stratum (Plot size: 30' )
1. Wont:
2.
3.
4.
5.
0% =Total Cover
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is :53.0'
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 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
50% of total cover: 0% 20% of total cover: 0% Present? Yes No _
Remarks: (If observed, list morphological adaptations below).
The only vegetation present in the upland area was common grass. The area has been historically
disturbed and maintained by mowing.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30 )
.% Cover, Species? Status
Number of Dominant Species
1. none
That Are OBL, FACW, or FAC:
-1
(A)
2.
Total Number of Dominant
1
3.
Species Across All Strata:
(B)
4.
Percent of Dominant Species
100%
5.
That Are OBL, FACW, or FAC:
(A1B)
6.
Prevalence Index worksheet:
7
Total % Cover of:
Multiply by:
8
0%
OBL species
x 1 =
= Total Cover
50% of total cover:
0/0 20% of total cover: Q%
FACW species
x 2 =
Sapling/Shrub Stratum (Plot size: 30'
)
FAC species
x 3 =
1 none
FACU species
x 4 =
UPL species
x 5 =
2
Column Totals:
(A)
(B)
3.
4.
5.
6.
7.
8.
0% = Total Cover
50% of total cover: 0% 20% of total cover: _ 0%_
Herb Stratum (Plot size: 30' )
1. Festuea sp. 80% Y FAC
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
80% = Total Cover
50% of total cover: 40% 20% of total cover: 16%
Woody Vine Stratum (Plot size: 30' )
1. Wont:
2.
3.
4.
5.
0% =Total Cover
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is :53.0'
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 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
50% of total cover: 0% 20% of total cover: 0% Present? Yes No _
Remarks: (If observed, list morphological adaptations below).
The only vegetation present in the upland area was common grass. The area has been historically
disturbed and maintained by mowing.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

SOIL
Sampling Point: W3 -UP
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 Loc Texture Remarks
0-6" 10YR 3/1 1000/0
Sandy loam 30% UCS
6-12" 10YR 4/1 100%
Sandy loam 20% UCS
12-24" 10R 5/3 90% 10YR 4/6 10% C M Loam
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric
Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.) Indicators for Problematic Hydric Soils3:
Histosol (Al)
❑
Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
❑
Thin Dark Surface (S9) (LRR S, T, U) ❑ 2 cm Muck (A10) (LRR S)
Black Histic (A3)
❑,
Loamy Mucky Mineral (F1) (LRR O) ❑ Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
❑
Loamy Gleyed Matrix (F2) ❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
❑
Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20)
❑
Organic Bodies (A6) (LRR P, T, U)
.❑
Redox Dark Surface (F6) (MLRA 15313)
❑
❑
5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (A8) (LRR U)
❑,
Depleted Dark Surface (F7) Red Parent Material (TF2)
Redox Depressions (F8) Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, T)
❑,
Marl (F10) (LRR U) ` Other (Explain in Remarks)
Depleted Below Dark Surface (A11)
❑
Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
❑,
Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present,
❑
Sandy Mucky Mineral (S1) (LRR O, S)
Sandy Gleyed Matrix
Delta Ochric (F17) (MLRA 151) unless disturbed or problematic.
Reduced Vertic 150A, 15013)
❑
(S4)
Sandy Redox (S5)
❑
(F18) (MLRA
Piedmont Floodplain Soils (F19) (MLRA 149A)
❑
Stripped Matrix (S6)
❑
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
0
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth
Hydric Soil Present? Yes No g
(inches):
_a
Remarks:
Saturation and the water table
are present at a depth of 14" in the soil profile. There are no
indicators of hydric soil present within the upper 24".
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Guff Coastal Plain Region
Project/Site: WRSS City/County: Onslow
Appiicanvowner: City of 3acksonville state: NC
Investigators) C. Tinklenberg (KHA), 3. Hartshorn (KHA) Section, Township, Range 3acksonville_
Landform (hiilslope, terra Field/Cattle run Local relief (concave, convex None__
Subregion (LRR or MLW LRR T _ La 34.7824 N Long_ 77.5314 W
Soil Map Unit Name: Ly - Lynchburg fine sandy loam NWI Classification--
Are
lassification:Are climatic! hydro]❑ is conditions on the site typical for this time of year? Yes ©No = (If no, explain in Remarks.]
Are VegetationSoilRor
or Hydrology significantly disturbed? Are 'Normal Circumstances' present? Yes m No=.
Are Vegetation 5oi1 Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No Is the Sampled Area
Hydric Soil Present? Yes No
within a Wetland? YeSF71 No
Wetland Hydrology Present? Yes _ No
Remarks
The wetland is located in a maintained agricultural field with evidence of cattle access. The wetland
area is the low point of the surrounding landscape. The clay layer in the soil profile is restricting
permeation. NOAA/NWS recorded 0.05" of rainfall in the 48 hours prior to the field evaluation.
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of two required)
Sampling Date: 2/20/2013
Sampling Point: W3 -WET
Siope (%)
Datum NAD83
ace Water (At) I
Water Table (A2)
ration (A3)
:r Marks (61)
ment Deposits (132)
Deposits (83)
1 Mat or Crust (B4)
Deposits (B5)
dation Visible on Aerial Imagery (137)
;r -Stained Leaves (139)
Aquatic Fauna (B13)
Marl Deposits (1315) (LRR U)
Hydrogen Sulfide Odor (C1)
Oxidized Rhizospheres along Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Surface Soil Cracks (BB)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B10)
Moss Trim Lines (B1 6.1
Dry -Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Geomorphic Position (D2)
Shallow Aquitard (D3)
=AC -Neutral Test (Ds)
Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes _No _ Depth (Inches): 0-12"
Water Table Present? Yes No Depth (inches): 6°
Saturation Present? Yes No Depth (inches): 4" Wetland Hydrology Present? Yes IZI No El
(includes caoillary frinoe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
The wetland area is in the low point of the landscape. Surface water is present within 2' of the
sample collection site. The surface water is covered in algal material, and areas without standing
surface water have evidence of recent and prolonged inundation (algal mats).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: W3 -WET
Remarks: (If observed, list morphological adaptations below).
The loblolly pines were located on the edge of the observation radius.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30
)
% Cover
Species?
Status
Number of Dominant Species 8
1.
_Acer rubrum
_25%_
_Y_
_ FAC
That Are OBL, FACW, or FAC: _ (A)
2.
Persea borbonia
FACW
3
-
Liquidambar styraciva
_10%_
10%
_Y_
Y_
FAC
Total Number of Dominant
$
_
Species Across All Strata: (B)
4.
Pinus taeda
5%
N
FAC
Percent of Dominant Species 100%
5.
That Are OBL, FACW, or FAC: (A1B)
6.
Prevalence Index worksheet:
7
8
Total % Cover of: Multiply by:
50%
= Total Cover
OBL species x 1 =
50% of total cover:
250/0 20% of total cover:
10%
FACW species x 2 =
Sapling/Shrub Stratum (Plot size: 30'
)
FAC species x 3 =
1.
borbonia
FACU species x 4 =
2.
_Persea
rubrum
_25%_
15%
_Y_
_FACW
FAC
UPL species x 5 =
3.
_Acer
liquidambar styraciva
5%
_Y_
N
_
FAC
Column Totals: (A) (B)
4.
Prevalence Index = B/A =
5.
Hydrophytic Vegetation Indicators:
6.
_ 1 - Rapid Test for Hydrophytic Vegetation
7.
X 2 - Dominance Test is >50%
8.
3 - Prevalence Index is :53.01
40%
= Total Cover
_
Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
20% 20% of total cover:
_ 8%_
_
Herb Stratum (Plot size: 30'
)
'Indicators of hydric soil and wetland hydrology must
1.
Andropogon glomeratus
20%
Y_
_FACW_
be present, unless disturbed or problematic.
2.
Festuca sp.
15%
Y
FAC
Definitions of Four Vegetation Strata:
3.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
4.
more in diameter at breast height (DBH), regardless of
5
height.
6.
Sapling/Shrub - Woody plants, excluding vines, less
7
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
8.
Herb -All herbaceous (non -woody) plants, regardless
g.
of size, and woody plants less than 3.28 ft tall.
10.
Woody vine -All woody vines greater than 3.28 ft in
11.
height.
12.
_ 35%
= Total Cover
50% of total cover:
17.5% of total cover:
7%
Woody Vine Stratum (Plot size:
30' )
1
Smilax rotundifolia
5%
Y
FAC
2.
3.
4.
Hydrophytic
Vegetation
5.
5% = Total Cover
50% of total cover:
2.5% 20% of total cover:
1%
Present? Yes No _
Remarks: (If observed, list morphological adaptations below).
The loblolly pines were located on the edge of the observation radius.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

SOIL
Sampling Point: W3 -WET
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 Loc Texture Remarks
0-8" 10YR 4/1 100%
Loam
8-24" 10YR 5/1 98% 10YR 4/6 2% C M Clay loam
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric
Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.) Indicators for Problematic Hydric Soils3:
Histosol (Al)
❑
Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
❑
Thin Dark Surface (S9) (LRR S, T, U) ❑ 2 cm Muck (A10) (LRR S)
Black Histic (A3)
❑,
Loamy Mucky Mineral (F1) (LRR O) ❑ Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2) ❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
✓❑
Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20)
❑
Organic Bodies (A6) (LRR P, T, U)
❑,
.❑
Redox Dark Surface (F6) (MLRA 15313)
❑
5 cm Mucky Mineral (A7) (LRR P, T, U)
❑
Depleted Dark Surface (F7) Red Parent Material (TF2)
❑
Muck Presence (A8) (LRR U)
❑,
Redox Depressions (F8) Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, T)e,
Marl (F10) (LRR U) ` Other (Explain in Remarks)
Depleted Below Dark Surface (A11)
Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
❑,
Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present,
❑
Sandy Mucky Mineral (S1) (LRR O, S)
Sandy Gleyed Matrix
Delta Ochric (F17) (MLRA 151) unless disturbed or problematic.
Reduced Vertic 150A, 15013)
❑
(S4)
Sandy Redox (S5)
❑
(F18) (MLRA
Piedmont Floodplain Soils (F19) (MLRA 149A)
❑
Stripped Matrix (S6)
❑
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
0
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth
Hydric Soil Present? Yes ]ZL No ❑
(inches):
Remarks:
Saturation of the soil profile begins at 4", and the water table is located at a depth of 6". The
upper 8" of the soil profile is dark. Clay content increases with depth below 8".
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Ste: WRSS City/County: Onslow
Applicantlowner: City of Jacksonville State: NC
Investigators) C. Tinklenberg (KHA), J. Hartshorn (KHA) Section, Township, Range' -Jacksonville
Landfor
acksonvllleLandform (hillslope, terra Flat Local relief (concave, convex None
Subregion (LRR or MLRf LRR T Lat, 34.7793 N Long: 77.5444 W
Soil Map unit Name: Ra -Rains fine sandy loam NWI classification:
Sampling Date: 2/20/2013
Sampling Point- W5/W4-UP
Siope (%)
Datum NAD83
Are climatic 1 hydrolo is conditions on the site typical for this time of year? Yes ©No = (If no, explain in Remarks.)
Are VegetationSailBrr
oHydrology significantly disturbed? Are "Normal Circumstances' present? Yes m No=.
Are Vegetation Sail Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes _ No Is the Sampled Area
Hydric Sol] Present? Yes _ No _ within a Welland? Yes D No
Wetland Hydrology Present? Yes _ No
Remarks
The upland site is a maintained and disturbed area that is adjacent to a City of Jacksonville water supply well. The
maintained/disturbed characteristics of the upland are representative of the area, as wetland W5 is bounded by
agricultural fields and roadways. NOAA/NWS recorded 0.05" of rainfall in the 48 hours prior to the field evaluation.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary
Indicators (minimum of two required)
❑
Surface Soil Cracks (BB)
Sparsely Vegetated Concave Surface (B8)
Primary Indicators (minimum of one is required: check all that apply)
T
Surface Water (A1) ❑Aquatic Fauna (B13)
High Water Table (A2) Marl Deposits (1315) (LRR U)
Drainage Patterns (B10)
Saturation (A3) Hydrogen Sulfide odor (C1)
Moss Trim Lines (B1 6.1
Water Marks (B1) Oxidized Rhizospheres along Living Roots (C3)
Dry -Season Water Table (C2)
Sediment Deposits (132) Presence of Reduced Iron (C4)
Crayfish Burrows (C8)
❑Algal
Drift Deposits (133) Recent Iron Reduction in Tilled Soils (C6)
Crust Thin Surface
Saturation Visible on Aerial Imagery (C9)
Geomorphic Position
F_1
Mat or (B4) Muck (C7)
Iron Deposits (B5) Other (Explain in Remarks)
(D2)
Shallow Aquitard (D3)
HInundation
Visible on Aerial Imagery (B7)
FAC -Neutral Test (135)
Waler-Stained Leaves (139)
Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes _ No _ Depth (Inches):
Water Table Present? Yes No Depth (inches): 1511
Saturation Present? Yes No Depth (inches): 15"
Wetland Hydrology
Present? Yes 1:1. No 1Z
includes ca illa frin e
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
There are no indicators of wetland hydrology in the upland area. The clay soil layer may have
created a perched water table at a depth of 15" within the soil profile.
*This data form is also reflective of data point M -UP.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: W5/W4-UP
3.
4.
5.
6.
7.
8.
0% = Total Cover
50% of total cover: 0% 20% of total cover: _ 0%_
Herb Stratum (Plot size: 30' )
1. Festuea sp. 80% Y FAC
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
80% = Total Cover
50% of total cover: 40% 20% of total cover: 16%
Woody Vine Stratum (Plot size: 30' )
1. Wont:
2.
3.
4.
5.
0% =Total Cover
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
_ 2 - Dominance Test is >50%
_ 3 - Prevalence Index is :53.01
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 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
50% of total cover: 0% 20% of total cover: 0% Present? Yes No _
Remarks: (If observed, list morphological adaptations below).
The area is disturbed and contains no trees, saplings/shrubs, or vines. The site is likely
maintained through mowing, and grass is the dominant vegetative cover.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30 )
.% Cover, Species? Status
Number of Dominant Species
1. none
That Are OBL, FACW, or FAC:
-1
(A)
2.
Total Number of Dominant
1
3.
Species Across All Strata:
(B)
4.
Percent of Dominant Species
100%
5.
That Are OBL, FACW, or FAC:
(A1B)
6.
Prevalence Index worksheet:
7
Total % Cover of:
Multiply by:
8
0%
OBL species
x 1 =
= Total Cover
50% of total cover:
0/0 20% of total cover: Q%
FACW species
x 2 =
Sapling/Shrub Stratum (Plot size: 30'
)
FAC species
x 3 =
1 none
FACU species
x 4 =
UPL species
x 5 =
2
Column Totals:
(A)
(B)
3.
4.
5.
6.
7.
8.
0% = Total Cover
50% of total cover: 0% 20% of total cover: _ 0%_
Herb Stratum (Plot size: 30' )
1. Festuea sp. 80% Y FAC
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
80% = Total Cover
50% of total cover: 40% 20% of total cover: 16%
Woody Vine Stratum (Plot size: 30' )
1. Wont:
2.
3.
4.
5.
0% =Total Cover
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
_ 2 - Dominance Test is >50%
_ 3 - Prevalence Index is :53.01
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 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
50% of total cover: 0% 20% of total cover: 0% Present? Yes No _
Remarks: (If observed, list morphological adaptations below).
The area is disturbed and contains no trees, saplings/shrubs, or vines. The site is likely
maintained through mowing, and grass is the dominant vegetative cover.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

SOIL
Sampling Point: W5/W4-UP
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 Loc
0-12" 10YR 3/2 1000/0
12-16" 10YR 5/2 70% - - - -
10YR 5/6 30% - - - -
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Histosol (Al)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
❑ Organic Bodies (A6) (LRR P, T, U)
❑ 5 cm Mucky Mineral (A7) (LRR P, T, U)
❑ Muck Presence (A8) (LRR U)
1 cm Muck (A9) (LRR P, T)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Coast Prairie Redox (A16) (MLRA 150A)
Sandy Mucky Mineral (S1) (LRR O, S)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S6)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Texture Remarks
Loam
Clay compacted
Clay *split matrix (compacted)
Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils3:
Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
Thin Dark Surface (S9) (LRR S, T, U) ❑ 2 cm Muck (A10) (LRR S)
Loamy Mucky Mineral (F1) (LRR O) ❑ Reduced Vertic (F18) (outside MLRA 150A,B)
Loamy Gleyed Matrix (F2) ❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
Depleted Matrix (F3) ❑ Anomalous Bright Loamy Soils (F20)
Redox Dark Surface (F6) (MLRA 15313)
Depleted Dark Surface (F7) Red Parent Material (TF2)
Redox Depressions (F8) Very Shallow Dark Surface (TF1 2)
Marl (F10) (LRR U) ` Other (Explain in Remarks)
Depleted Ochric (F11) (MLRA 151)
Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present,
Delta Ochric (F17) (MLRA 151) unless disturbed or problematic.
Reduced Vertic (F18) (MLRA 150A, 15013)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Hydric Soil Present? Yes _L1 No g
No indicators of hydric soils were present. The upper 12" of the soil profile appears natural, but
the deeper layer seems disturbed, likely due to the construction of the adjacent pump and well
pad. Saturation and the water table occur at a depth of 15". Below a depth of 16", clay content
becomes too high for removal and analysis.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Ste: WRSS City/County: Onslow
Applicantlowner: City of Jacksonville State: NC
Investigators) C. Tinklenberg (KHA), J. Hartshorn (KHA) Section, Township, Range' -Jacksonville
Landfor
acksonvllleLandform (hillslope, terra Flatwood Local relief (concave, convex None
Subregion (LRR or MLRf LRR T Lat, 34.7791 N Long: 77.5444 W
Soil Map unit Name: Ra -Rains fine sandy loam NWI classification:
Sampling Date: 2/20/2013
Sampling Point- W5/W4-WET
Siope (%) < 10/0
Datum NAD83
Are climatic 1 hydrolo is conditions on the site typical for this time of year? Yes ©No ❑ (If no, explain in Remarks.)
Are VegetationSailBrr
oHydrology significantly disturbed? Are "Normal Circumstances' present? Yes m No❑.
Are Vegetation Sail Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes _ No Is the Sampled Area
Hydric Sol] Present? Yes _ No _ within a Welland? Yes D No ❑
Wetland Hydrology Present? Yes _ No
Remarks
W5 is a large flatwood wetland, located between Fire Tower Road and Pony Farm Road. The area contains dense
vegetation and significant hydrology throughout. The observations were made 10' inside the tree line near a City of
Jacksonville groundwater well. NOAA/NWS recorded 0.05" of rainfall in the 48 hours prior to the field evaluation.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary
Indicators (minimum of two required)
❑
Surface Soil Cracks (BB)
Sparsely Vegetated Concave Surface (B8)
Primary Indicators (minimum of one is required: check all that apply)
Surface Water (A1) ❑Aquatic Fauna (B13)
High Water Table (A2) Marl Deposits (1315) (LRR U)
Drainage Patterns (B10)
Saturation (A3) Hydrogen Sulfide Odor (C1)
Moss Trim Lines (B1 6.1
Water Marks (B1) Oxidized Rhizospheres along Living Roots (C3)
Dry -Season Water Table (C2)
Sediment Deposits (132) Presence of Reduced Iron (C4)
Crayfish Burrows (C8)
Drift Deposits (133) Recent Iron Reduction in Tilled Soils (C6)
Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4) Thin Muck Surface (C7)
Geomorphic Position (D2)
F_1
Iron Deposits (B5) Other (Explain in Remarks)
Shallow Aquitard (D3)
®Inundation
Visible on Aerial Imagery (B7)
FAC -Neutral Test (135)
Waler-Stained Leaves (139)
Sphagnum moss (D8) (LRR T, U)
Field observations:
Surface Water Present? Yes No Depth (Inches):
Water Table Present? Yes No Depth (inches): 12"
Saturation Present? Yes No Depth (inches): 8„
Wetland Hydrology
Present? Yes Z No Jam.
includes ca illa frin e
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Surface water was not present at the sample collection site, but surface water was present
throughout the majority of the wetland area. Soils were saturated
throughtout of the wetland.
*This data form is also reflective of data point M -WET.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: W5/W4-WET
Remarks: (If observed, list morphological adaptations below).
The area has an established canopy as well as a dense sapling/shrub layer.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30
)
% Cover
Species?
Status
Number of Dominant Species 8
1.
-Acer rubrum
_25%_
_Y_
_ FAC
That Are OBL, FACW, or FAC: _ (A)
2.
nigra
15%
Y_
FAC
3.
-Quercus
Liriodendron tulip fera15%
Y_
_
FACU
Total Number of Dominant
9
Species Across All Strata: (B)
4.
michauxii
10%
N
FACW
5.
_Quercus
Liquidambar styraci
o -
5 /o
- -
N_
-
Percent of Dominant Species o
89/o
_
_FAC
That Are OBL, FACW, or FAC: (A1B)
g
Pinus taeda
5%
N
FAC
Prevalence Index worksheet:
7
8
Total % Cover of: Multiply by:
75%_
= Total Cover
OBL species x 1 =
50% of total cover:
37.5% _ of total cover:
15%
FACW species x 2 =
Sapling/Shrub Stratum (Plot size: 30'
)
FAC species x 3 =
1.
virginiana
10%_
FACU species x 4 =
2.
_Magnolia
cerifera
_
10%_
_Y_
_FACW
FAC
UPL species x 5 =
3
_Morella
Acer rubrum
_
5%
_Y_
N_
_
_ FAC
Column Totals: (A) (B)
4.
nigra
5%
N_
FAC
_Quercus
-
_
Prevalence Index = B/A =
5
tulipifera
5%
N_
Hydrophytic Vegetation Indicators:
_Liriodendron _ _FACU
Quercus michauxii 5% N_
6
_
_FACW
1 -Rapid Test for Hydrophytic Vegetation
7
Liquidambar styraciva
5%_
N
FAC
_
X
-
2 - Dominance Test is >50%
8._
3 - Prevalence Index is :53.01
45%_
=Total Cover
Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
22.5% 2ul. of total cover:
_ 9%_
_
Herb Stratum (Plot size: 30'
)
'Indicators of hydric soil and wetland hydrology must
1.
Arundinaria gigantea
15%
Y
_FACW
be present, unless disturbed or problematic.
2.
Leucothoe axillaris
10%
Y
FACW
Definitions of Four Vegetation Strata:
3.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
4.
more in diameter at breast height (DBH), regardless of
5
height.
6.
Sapling/Shrub - Woody plants, excluding vines, less
7
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
8.
Herb -All herbaceous (non -woody) plants, regardless
g.
of size, and woody plants less than 3.28 ft tall.
10.
Woody vine -All woody vines greater than 3.28 ft in
11.
height.
12.
25%
= Total Cover
50% of total cover:
12.5% of total cover:
5%
Woody Vine Stratum (Plot size:
30' )
1
_Smilax rotundifolia
_5%_
Y
_ FAC
2
Smilax laurifolia
5%
Y
FACW
3.
4.
Hydrophytic
Vegetation
5.
10% =Total Cover
50% of total cover:
5% 20% of total cover:
2%
Present? Yes No _
Remarks: (If observed, list morphological adaptations below).
The area has an established canopy as well as a dense sapling/shrub layer.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

SOIL
Sampling Point: W5/W4-WET
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 Loc
0-6" 10YR 3/1 1000/0
6-8" 10YR 4/1 100%
8-24" 10YR 6/1 80% 10YR 6/6 20% C M
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Histosol (Al)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
❑ Organic Bodies (A6) (LRR P, T, U)
❑ 5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (A8) (LRR U)
1 cm Muck (A9) (LRR P, T)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Coast Prairie Redox (A16) (MLRA 150A)
Sandy Mucky Mineral (S1) (LRR O, S)
❑ Sandy Gleyed Matrix (S4)
❑ Sandy Redox (S5)
❑ Stripped Matrix (S6)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Texture Remarks
Silty clay loam
Silty clay loam
Silty clay
Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils3:
Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
Thin Dark Surface (S9) (LRR S, T, U) ❑ 2 cm Muck (A10) (LRR S)
Loamy Mucky Mineral (F1) (LRR O) ❑ Reduced Vertic (F18) (outside MLRA 150A,B)
Loamy Gleyed Matrix (F2) ❑ Piedmont Floodplain Soils (F19) (LRR P, S, T)
Depleted Matrix (F3) ❑ Anomalous Bright Loamy Soils (F20)
Redox Dark Surface (F6) (MLRA 15313)
Depleted Dark Surface (F7) Red Parent Material (TF2)
Redox Depressions (F8) Very Shallow Dark Surface (TF1 2)
Marl (F10) (LRR U) ` Other (Explain in Remarks)
Depleted Ochric (F11) (MLRA 151)
Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present,
Delta Ochric (F17) (MLRA 151) unless disturbed or problematic.
Reduced Vertic (F18) (MLRA 150A, 15013)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Hydric Soil Present? Yes ]a No ❑
Saturation begins at a depth of 8" within the soil profile, and the water table is located at a depth
of 12".
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

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CAROLINA FOREST PUMP STATION
IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
FINAL PLANS - NOT RELEASED FOR CONSTRUCTION
BID NUMBER FY#17-07
NOT TO SCALE
PROJECT L OCA TION
PREPARED IN THE OFFICE OF:
K imley
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300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
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N0. DATE DESCRIPTION BY
This document, together with the concepts and designs
presented herein, as an instrument of services, is intended
only for the specific purpose and client for which it was
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley—Horn
and Associates, Inc. shall be without liability to Kimley—Horn
and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc., 2017
DRAWING:
DATE:
APRIL 2017
33186,
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///11111 0\
SEAL:
JOB NUMBER:
015567007

ABBREVIATIONS LEGEND INDEX TO SHEETS
ABC AGGREGATE BASE COURSE PRV PRESSURE RELIEF VALVE EXISTING DESCRIPTION PROPOSED EXISTING DESCRIPTION PROPOSED SHEET
AC ASBESTOS CEMENT PSI POUNDS PER SQUARE INCH NO DESCRIPTION
ADDL ADDITIONAL
AL ALUMINUM - - - PROPERTY ROW — —
ALT ALTERNATE QA QUALITY ASSURANCE / TELEPHONE PEDESTAL
APPROX APPROXIMATE QC QUALITY CONTROL SETBACK - — — — — — — — — — -
1 COVER
_. __.. _— __. —._ .__ _��_� �_ _.._._ __ __.
ASPH ASPHALT QTY QUANTITY TRANSFORMER PAD ❑ 2 INDEX AND ABBREVIATIONS
ATTN ATTENTION READ REQUIRED
ASSY ASSEMBLY RCP REINFORCED CONCRETE PIPE _.
EASEMENT — — —
AVG AVERAGE REST RESTRAINED — — GATE VALVE
►/ 3 GENERAL NOTES
AVV AIR VACUUM VALVE ROW RIGHT OF WAY CENTERLINE
RR RAILROAD PLUG VALVE
BUILDING 4 OVERALL PLAN
BFP BACKFLOW PREVENTER S SOUTH LIGHT POLE
BLDG BUILDING SAN SANITARY WETLAND BUFFER 5 PLAN AND PROFILE STA 10+00 TO 21+50
BM BENCHMARK SCHED SCHEDULE O UTILITY POLE }
U' BO BLOWOFF SI INTERNATIONAL SYSTEM OF UNITS CREEK/DITCH — 6 PLAN AND PROFILE STA 21+50 TO 33+00
SLV SLEEVE HANDHOLE ❑ THH
z SPEC SPECIFICATION FLOODWAY BOUNDARY 7 PLAN AND PROFILE STA 33+00 TO 44+50
o C&G CURB AND GUTTER SQ SQUARE GUY WIRE
~CAP CAPACITY SS SANITARY SEWER
> CB CATCH BASIN SST STAINLESS STEEL=-==�-=._:----- - EDGE WATER HYDRANT t 8 PLAN AND PROFILE STA 44+50 TO 56+00
C CCW COUNTERCLOCKWISE STA STATION STORM
M CEM CEMENT STD STANDARD L �rx TREELINE ® STRUCTUREINAGE 9 PLAN AND PROFILE STA 56+00 TO 58+44
Q CI CAST IRON SURV SURVEY
o CI CURB INLET SW SIDEWALK -- ---- 250--- - --- CONTOURS (MAJOR) 250 ---.---1 �---- --• SANITARY SEWER 10 EXISTING CONDITIONS AND DEMOLITION PLAN
Q CIP CAST IRON PIPE SYM SYMBOL MANHOLE
CL CENTERLINE --- — — — `-' -" — — - -- CONTOURS (MINOR)
CL CLASS TBM TEMPORARY BENCHMARK 4` POTABLE WELL O 11 PROPOSED SITE PLAN
o CO CLEANOUT TC TERRA COTTA - -_G_ GAS GAS
CONC CONCRETE TCP TRAFFIC CONTROL PLAN
i COORD COORDINATE TD TRENCH DRAIN - " '- - w"-- WATER �FIRE HYDRANT
12 MECHANICAL PLAN AND SECTION
CTR CENTER TDH TOTAL DYNAMIC HEAD ® 13 CEPS ELECTRICAL BUILDING MECHANICAL PLAN
CTRL CONTROL TEMP TEMPORARY � -"" SEWER ss WM [EWATER METER
0
CU FT CUBIC FEET THH TELECOM HAND HOLE
° CU IN CUBIC INCH TP TELEPHONE POLE _ STORM DRAIN Co O SANITARY SEWER CO O
CU YD CUBIC YARD TV TELEVISION CLEANOUT 14 ELECTRICAL GENERAL NOTES, LEGENDS, AND SCHEDULES
° CW CLOCKWISE TVP TYPICAL - --- -- -- F - ------_.................. FORCE MAIN 1=M �
o PP t POWER POLE PP C
U _ - GROUND PROFILE 15 15 ELECTRICAL DEMO PLAN
UGND UNDERGROUND REDUCER 10
DAT DATUM UTIL UTILITY EXISTING/PROPOSED ITEMS 16 ELECTRICAL SITE PLAN & DETAILS
C DBL DOUBLE BLOWOFF ASSEMBLY 0
DC DIRECT CURRENT VAR VARIES 15" RCP BACKFLOW PREVENTER 17 ELECTRICAL DETAILS
n_ DEG DEGREE VFD VARIABLE FREQUENCY DRIVE �----w---------�-�-----�- CULVERT
DEPT DEPARTMENT VOL VOLUME
U DET DETAIL —tea- -zz•-_ —a__ ... GUARDRAIL {r—��—{}-- TYPICAL PLUG AND REMOVAL---y—ss - 18 SINGLE—LINE DIAGRAM AND PANEL SCHEDULES
DI DROP INLET W WEST
DIA AM W� WITH o CHAIN LINK FENCE o o TYPICAL IN-LINE PLUG -- USS 19 STATION CONTROLS & INDICATIONS
.CyDIP DUCTILE IRON PIPE W/0 WITHOUT
DIST DISTANCE WL WATERLINE x BARB WIRE FENCE x x
DR DRIVE WM WATER METER 230.20 SPOT GRADE + 230.20 20 MISCELLANEOUS STANDARD DETAILS
° WT WEIGHT STOCKADE FEN CE
:>::::.>c>.:;::::: RETAINING WALL 21 MISCELLANEOUS STANDARD DETAILS
WW WASTE WATER
cn E EAST € RAILROAD
a, EA EACH YI YARD INLET DECIDUOUS TREE 22 MISCELLANEOUS STANDARD DETAILS
's EFF EFFICIENCY -- E -- ELECTRICAL
n ESMT EASEMENT
EXIST EXISTING SECTION AND DETAIL KEYING � 23 MISCELLANEOUS STANDARD DETAILS
o �tY7
o EXT EXTERIOR T TELEPHONE CONIFEROUS TREE a
DRAWINGS ARE REFERENCED IN THE FOLLOWING METHOD: 24 MISCELLANEOUS STANDARD DETAILS
cr — — ---- —UGE UNDERGROUND ELECTRICAL UGE
FDC FIRE DEPARTMENT CONNECTION A A SECTION CUT IS IDENTIFIED AS FOLLOWS:
FH FIRE HYDRANT ( )
A BENCHMARK 25 TRAFFIC MANAGEMENT GENERAL NOTES
FLG FLANGE — --- --- --- ---OHP --- OVERHEAD POWER
FOC FACE OF CURB A SECTION LETTER NCGS—NORTH CAROLINA GEODETIC MONUMENT 26 STANDARD TRAFFIC MANAGEMENT DETAILS
FPS FEET PER SECOND SHEET WHERESECTION IS SHOWN :,JFK UNDERGROUND UNKNOWN UTILITY
---
FT FEET
0 6 — X 342,00' SPOT ELEVATION X 342.00' 27 STANDARD TRAFFIC MANAGEMENT DETAILS
J
G NATURAL GAS MATCH LINE
Ln GAL GALLON (B) A DETAIL CALL OUT IS IDENTIFIED AS FOLLOWS:
GEOTECHNICAL BORING 28 TRAFFIC MANAGEMENT OVERVIEW
GALV GALVANIZED"SEE DETAIL 3/26"
GOVT GOVERNMENT EASEMENT 29
CONSTRUCTION �cE�c 29 TRAFFIC MANAGEMENT PLAN
Q) GPD GALLONS PER DAY��— SHEET WHERE DETAIL IS SHOWN TEMPORARY BENCHMARK { TBM01
GPH GALLONS PER HOUR DETAIL NUMBER LIMITS OF — LOD — — app —
DISTURBANCE
GPM GALLONS PER MINUTE SOIL BORING/AUGER PROBE B01
(C) A DETAIL IS IDENTIFIED ON SHEET 26 AS FOLLOWS: LIMITS OF DISTURBANCE/ LOD/TPF
TREE PROTECTION FENCE
HDPE HIGH DENSITY POLYETHYLENE DETAIL NUMBER SURVEY IRON 0
Y HH HAND HOLE 3 SILT FENCE
HORIZ HORIZONTAL
HP HORSE POWER SHEET WHERE DETAIL IS SHOWN COMBINATION SILT FENCE/ WETLANDS +
L HYD HYDRANT 26 /// TPF
TREE PROTECTION FENCE
Y
INV INVERT TEMPORARY DIVERSION >TD —>TD SIGN hDITCH
—o—
IP IRON PIPE MATERIALS
TREE PROTECTION TPF TEMPORARY
LF LINEAR FEET (FOOT) CONSTRUCTION
ENTRANCE
N LL LOWER LEVEL\�\ REMOVE UTILITY
LN LANE GRADE OR EARTH
LP LIGHT POLEABANDON IN PLACE / PAVEMENT
LS LUMP SUM REPLACEMENT
LTS LAND TREATMENT SITE SAND
STONE FILTER
MATL MATERIAL
GRAVEL RIP RAP
MAX MAXIMUM U—SHAPED INLET
Q MBL MAXIMUM BUILDING LIMIT PROTECTION
MGD MILLION GALLONS PER DAY CONCRETE
r MH MANHOLE
MILLING LIMITS
MIN
< MSL M ANUSEA LEVEL CONIC. FILL OR GROUT
< N NORTH GRATING
X NA NOT APPLICABLE CURLED WOOD MATTING
NFC NATIONAL FIRE CODE
NO NUMBER CHECKERED PLATE
NTS NOT TO SCALE
ROCK
J PCF POUNDS PER CUBIC FOOT
PERM PERMANENT
`� PKWY PARKWAY WATER SURFACE
I PL PROPERTY LINE
° PLF POUNDS PER LINEAR FOOT
POLY POLYETHYLENE (PLASTIC) ASPHALT
o PPM PARTS PER MILLION
PROP PROPERTY BRICK
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015567007 CAROLINA FOREST PUMP STATION ,.����""""'off/ SHEET NUMBER
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> ySCALE N/A PREPARED FOR = S 44,17INDEX AND ABBREVIATIONS
° ©2017 KIMLEY-HORN AND ASSOCIATES, INC. -
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T) No. REVISIONS DATE _�BYJ 300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701 DESIGNED BY ZGP PUBLIC SERVICES DEPARTMENT �� OF
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GENERAL NOTES.
1. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES, AND ALL NECESSARY
LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT ITS EXPENSE, UNLESS PREVIOUSLY
OBTAINED BY THE OWNER AND PROVIDED AT THE PRECONSTRUCTION CONFERENCE.
2. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER OR
THEIR REPRESENTATIVE OR THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE.
3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS BE
ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE
OWNER AND PUBLIC. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY
TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CONSTRUCTION SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY
THE NCDOT.
5. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO NCDEQ REGULATIONS, AND TO CURRENT CITY
OF JACKSONVILLE REGULATIONS, STANDARDS, AND SPECIFICATIONS.
6. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CITY OF JACKSONVILLE PUBLIC SERVICES
DEPARTMENT.
7. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER OF STRUCTURE
TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.
8. THE CONTRACTOR SHALL PROVIDE ALL STAKEOUT SURVEY. ANY EXISTING STAKEOUT OR BENCHMARKS
SHALL NOT BE RELIED UPON BY THE CONTRACTOR.
9. COORDINATES SHOWN ON THE DRAWINGS ARE BASED ON THE NORTH CAROLINA STATE PLANE
COORDINATE SYSTEM (NAD 83).
10. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR
PROFILE BY THE CITY OF JACKSONVILLE PUBLIC SERVICES DEPARTMENT PRIOR TO CONSTRUCTION.
11. LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE THE SIZE, DEPTH, MATERIAL AND LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES PRIOR TO CONSTRUCTION AND TO TAKE WHATEVER STEPS ARE NECESSARY TO PROVIDE FOR
THEIR PROTECTION. THE ENGINEER HAS ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES
ON THE PLANS; HOWEVER, THIS INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY.
THE ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES SHOWN
OR NOT SHOWN. PRIOR TO DIGGING ON AND OFF SITE, THE CONTRACTOR SHALL HAVE ALL UTILITIES
LOCATED BY "NC 811" 1-800-632-4949. THE CONTRACTOR SHALL CONTACT ANY UTILITY COMPANY
WHOSE UTILITIES ARE NOT LOCATED BY "NC 811" FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO
STARTING CONSTRUCTION. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR
AND/OR REPLACE ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR TO EXISTING
CONDITIONS AT THE CONTRACTOR'S EXPENSE.
12. BURIED DATA, TELEPHONE AND CATV CABLES (FIBER OPTICS AND CONVENTIONAL) ARE KNOWN TO VARY
DUE TO INSTALLATION TECHNIQUES. CONTRACTOR SHALL COORDINATE WORK WITH CONFLICTING DATA,
TELEPHONE AND CATV CABLES AS NECESSARY FOR INSTALLATION OF THE PROPOSED WATER AND
SEWER. UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT SCHEDULE AND IT IS THE EXPLICIT
RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE PROJECT SCHEDULE INCLUDES THE
NECESSARY RELOCATION. THE CONTRACTOR SHALL NOT BE PAID ADDITIONALLY FOR THIS COORDINATION.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY PROVIDERS ANY ADDITIONAL
SUPPORT OF EXISTING UTILITY POLES OR OTHER ITEMS AS REQUIRED FOR TRENCH EXCAVATION. ALL
COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR.
14. THE CONTRACTOR SHALL VERIFY THE VOLTAGES OF ALL ELECTRICAL UTILITIES AND FOLLOW THE
APPROPRIATE OSHA STANDARDS WHEN WORKING IN THEIR VICINITY.
15. THE CONTRACTOR SHALL INSTALL ALL SIGNS AS REQUIRED BY NCDOT ALONG STATE ROADWAYS AND THE
CITY OF JACKSONVILLE ALONG CITY STREETS.
16. UNLESS OTHERWISE INDICATED, ALL EXISTING GRADE ELEVATIONS SHOWN ARE ALONG THE PIPE
CENTERLINE.
17. THE MINIMUM TRENCH WIDTHS SHALL BE IN STRICT ACCORDANCE WITH THE "TRENCH EXCAVATION LIMITS"
AS SHOWN ON THE DRAWINGS.
18. OWNERS WILL FURNISH DESCRIPTIONS OF EASEMENTS UPON REQUEST.
19. ALL PAVEMENT CUTS SHALL BE SAWCUT ALONG A CONTINUOUS STRAIGHT LINE AND REPAVED PER THE
DETAILS. DECORATIVE CONCRETE SHALL BE CUT TO THE NEAREST JOINT.
20. TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL BE REPLACED TO THE FIRST EXPANSION
JOINT BEYOND THE TRENCH EXCAVATION LIMITS AND TO THE FULL WIDTH. TRAFFIC ISLANDS, CURBS AND
CONCRETE DRIVEWAYS SHALL MATCH EXISTING.
21. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SHEETING REQUIRED FOR THE INSTALLATION OF THE
UTILITY. ALL EXCAVATIONS SHALL BE KEPT WITHIN THE DESIGNATED EASEMENT WIDTHS. EXCAVATION
WITHIN PAVED AREAS SHALL BE KEPT TO A MINIMUM. SHEETING SHALL BE INSTALLED AS REQUIRED TO
PROTECT EXISTING UTILITIES.
22. PLACED RIP -RAP SHALL HAVE A MINIMUM DEPTH OF 1.5 TIMES THE MAXIMUM STONE DIAMETER AND
SHALL HAVE A LAYER OF TYPE II GEOTEXTILE SEPARATOR PLACED BETWEEN THE SOIL AND STONE.
23. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH
AS TREES, VEGETATION, ETC., SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE
PROPERLY DISPOSED OF OFF-SITE AT A STATE APPROVED DISPOSAL SITE.
24. IMMEDIATELY PRIOR TO DISTURBANCE, CONTRACTOR SHALL VIDEOTAPE UTILITY ALIGNMENTS INCLUDING
EACH DRIVEWAY, SIDEWALK, ETC., TO BE DISTURBED. EACH SHALL BE RESTORED TO ITS ORIGINAL
CONDITION OR BETTER. VIDEO SHALL BE SUBMITTED TO CITY OF JACKSONVILLE AND THE ENGINEER
PRIOR TO WORK.
25. CONTRACTOR SHALL MAINTAIN A MEANS FOR ACCESS TO EACH PROPERTY AT ALL TIMES.
26. DURING CONSTRUCTION, EMERGENCY VEHICLE APPARATUS ACCESS AND ACCESS TO FIRE HYDRANTS
SHALL BE MAINTAINED AT ALL TIMES.
27. ALL CONSTRUCTION SHALL BE LIMITED TO STREET RIGHTS-OF-WAY AND OBTAINED EASEMENTS. REFER
TO DETAIL 13/21 FOR TRENCH WIDTH REQUIREMENTS. WHERE THE CONTRACTOR DETERMINES THAT
ENCROACHMENT ONTO PRIVATE PROPERTY IS NECESSARY AND AN EASEMENT HAS NOT BEEN PROVIDED,
THE CONTRACTOR SHALL CONTACT INDIVIDUAL PROPERTY OWNERS AND OBTAIN WRITTEN APPROVAL FOR
THAT ENCROACHMENT. SUCH APPROVALS SHALL BE PROVIDED TO THE OWNER AND ENGINEER.
28. CONTRACTOR SHALL NOTIFY HOME OWNERS AT LEAST 7 DAYS PRIOR TO CONSTRUCTION THAT
CONSTRUCTION ACTIVITY WILL TAKE PLACE IN THEIR AREA.
29. CONTRACTOR SHALL REMOVE AND REPLACE ALL CONFLICTING MAIL BOXES, CULVERTS, HEADWALLS,
ORNAMENTAL STRUCTURES, ETC. WITHIN THE RIGHT OF WAY OR PERMANENT EASEMENT UNLESS
OTHERWISE SHOWN ON THE PLANS OR IN THE CONTRACT DOCUMENTS. CONFLICTING TREES WITHIN THE
RIGHT OF WAY SHALL BE REMOVED AND NOT REPLANTED.
30. LANE AND SHOULDER CLOSURES SHALL BE IN ACCORDANCE WITH BOTH CITY OF JACKSONVILLE AND
NCDOT REQUIREMENTS.
31. TRENCHES SHALL BE BACKFILLED OR COVERED WITH ROAD PLATES AT THE END OF THE WORK DAY.
ROAD PLATES SHALL BE DESIGNED BY THE CONTRACTOR.
32. CONTRACTOR SHALL PATCH ALL ROADWAY PAVEMENT DISTURBANCES BY THE END OF EACH WEEK.
TEMPORARY GRAVEL PATCHES SHALL BE PROVIDED DAILY AND MAINTAINED UNTIL PAVEMENT PATCH IS
PROVIDED. EROSION CONTROL SHALL BE PROVIDED AS NECESSARY FOR GRAVEL AREAS.
33. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL TOOLS,
APPLIANCES, CONSTRUCTION EQUIPMENT AND MACHINERY, AND SURPLUS MATERIALS AND SHALL
RESTORE TO ORIGINAL CONDITION ALL PROPERTY NOT DESIGNATED FOR ALTERATION BY THE CONTRACT
DOCUMENTS.
N
i
T
LN o. REVISIONS DATE BY
-c) This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
N for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
CL I
EROSION AND SEDIMENTATION CONTROL NOTES:
1. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED ACCORDING TO NORTH
CAROLINA SEDIMENT AND EROSION CONTROL STANDARDS AND AS DIRECTED BY THE ENGINEER.
ALL DEVICES SHALL BE MAINTAINED SUCH THAT THEY FUNCTION AS INTENDED. AFTER
COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL DEVICES
WHERE A GOOD STAND OF GRASS HAS BEEN ESTABLISHED AND EROSION IS NO LONGER
EVIDENT. REMOVAL OF THE REMAINDER OF THE EROSION CONTROL DEVICES SHALL OCCUR AS
OTHER AREAS ARE ESTABLISHED. REMOVAL OF THE EROSION CONTROL DEVICES SHALL BE
PERMITTED ONLY WITH THE PRIOR APPROVAL OF THE ENGINEER.
2. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
3. ALL SLOPES SHALL BE 3:1 OR FLATTER, UNLESS OTHERWISE SHOWN.
4. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL CONSTRUCTION SHALL BE
SEEDED, MULCHED, AND RESTORED IN ACCORDANCE WITH NORTH CAROLINA SEDIMENT AND
EROSION CONTROL STANDARDS.
5. EXISTING VEGETATION OUTSIDE OF THE LIMITS OF DISTURBANCE AND CLEARING LIMITS TO REMAIN
SHALL BE PROTECTED FROM DAMAGE.
6. ANY AREAS THE CONTRACTOR UTILIZES FOR STOCKPILING SHALL HAVE ADEQUATE EROSION
CONTROL MEASURES INSTALLED PER THE NORTH CAROLINA SEDIMENT AND EROSION CONTROL
HANDBOOK.
7. A LAYER OF SAND, SCREENINGS, OR FINES SHALL BE DEPOSITED ON IMPERVIOUS SURFACES
PRIOR TO THE DEPOSITION OF EXCAVATED MATERIAL TO FACILITATE CLEAN UP AND PROTECT
EXISTING PAVEMENT. THE STREET SHOULD BE SWEPT DAILY TO REMOVE DIRT.
8. ALL DEWATERING DISCHARGE SHALL BE FILTERED THROUGH SILT BAGS AND/OR OTHER
APPROVED EROSION CONTROL MEASURES.
9. CONTRACTOR TO ENSURE THAT SEDIMENT LADEN RUNOFF DOES NOT LEAVE SITE LIMITS OR
ENTER PROTECTED AREAS. ANY SEDIMENT DEPOSITED BEYOND DISTURBED AREA WITHIN SITE
LIMITS SHALL BE REMOVED.
10. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS
BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH
OF STONE EQUAL TO THAT OF THE ORIGINAL APPLICATION.
11. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION
STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
TWO TO THREE INCH STONE SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE.
12. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING UPON FIELD
CONDITIONS.
13. IN AREAS WHERE THERE IS BRUSH OR TREES BEYOND THE PROPOSED LIMITS OF DISTURBANCE
OF SILT/TREE PROTECTION FENCE, THE FENCE SHALL BE COMBINATION FENCE (EVEN IF SHOWN
OTHERWISE ON PLANS).
EROSION CONTROL CONSTRUCTION SEOUENCE:
1. CONTACT NCDEQ LAND QUALITY SECTION AT [phone] BEFORE WORK BEGINS. FAILURE
TO DO SO WILL RESULT IN A NOTICE OF WORK VIOLATION AND POSSIBLE FINES.
2. OBTAIN ALL CONSTRUCTION PERMITS.
3. INSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE INDICATED.
4. INSTALL EROSION CONTROL MEASURES IN RIGHT-OF-WAY AND EASEMENT AREAS WHERE
INDICATED ON PLANS.
5. CLEAR AND GRUB AREA WHERE INDICATED. CARE SHALL BE TAKEN WHERE CONSTRUCTION
ACTIVITIES ARE ADJACENT TO BUFFERED STREAMS.
6. EXCAVATE AND INSTALL PROPOSED WORK.
7. INSTALL DITCH LININGS WHERE INDICATED ON PLANS UPON COMPLETION OF UTILITY
INSTALLATION.
8. PERFORM FINAL GRADING OF ALL DISTURBED AREAS.
9. STABILIZE AND SEED ALL DENUDED AREAS ACCORDING TO THE SPECIFICATIONS.
10. EROSION CONTROL MEASURES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT BUT NO
LESS FREQUENTLY THAT ONCE EVERY WEEK. NEEDED REPAIRS WILL BE PERFORMED
IMMEDIATELY.
11. REMOVE EROSION CONTROL MEASURES. MEASURES SHALL NOT BE REMOVED UNTIL THE ENTIRE
SITE HAS BEEN REESTABLISHED.
WETLANDS CONSTRUCTION NOTES:
1. THE TOP 6 TO 12 INCHES OF SOIL EXCAVATED WITHIN THE WETLAND AREAS SHALL BE STORED
IN UPLANDS AND BE REPLACED AS THE TOP 6 TO 12 INCHES OF BACKFILL FOLLOWING THE
INSTALLATION OF THE WORK.
2. ALL EXPOSED SLOPES AND STREAM BANKS MUST BE STABILIZED IMMEDIATELY UPON
COMPLETION OF THE WORK CROSSING OF EACH STREAM AND WETLAND.
3. ALL WETLAND AREAS THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE PLANTED WITH
THE WETLAND SOIL STABILIZATION MIX DESCRIBED IN THE PROJECT SPECIFICATIONS.
Kiomley)))Horn
© 2017 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
INC LICENSE #F-0102 WWW. KIM LEY- HORN. COM
UTILITY NOTES:
1. UTILITY SEPARATION REQUIREMENTS:
A. DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE
OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A
SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE
ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO
WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE
LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
B. WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION
BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE
TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A
SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE
THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR.
ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY
SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT
EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO
WATERLINE SPECIFICATIONS.
D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER
& STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY
SEWER.
E. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN
CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER &
RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE
ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6" MIN.
CLEARANCE).
F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH
18" MIN. VERTICAL SEPARATION REQUIRED.
2. MINIMUM PIPE COVER FOR SANITARY SEWER SHALL BE 4 FEET UNLESS DUCTILE IRON
PIPE IS USED AND LESS COVER IS SPECIFICALLY APPROVED BY THE ENGINEER.
3. THE MINIMUM TRENCH WIDTHS SHALL BE IN STRICT ACCORDANCE WITH THE "TRENCH
EXCAVATION LIMITS" AS SHOWN ON THE DRAWINGS, DETAIL 13/21.
4. CONTRACTOR SHALL CORE DRILL AND MODIFY ALL EXISTING MANHOLES FOR CONNECTION
OF PROPOSED SEWERS.
5. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING
RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY
SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 72 HOUR ADVANCE NOTICE TO THE
CITY OF JACKSONVILLE PUBLIC SERVICES DEPARTMENT.
6. RESTRAINED JOINT PIPE JOINTS SHALL BE INSTALLED BETWEEN THE STATIONS INDICATED
ON THE DRAWINGS. IF A BEND OR FITTING IS RELOCATED BY THE CONTRACTOR FOR HIS
CONVENIENCE THEN THE REQUIRED LENGTH OF RESTRAINED JOINTS SHALL BE
MAINTAINED, AT NO ADDITIONAL COST TO THE OWNER. IF ADDITIONAL BENDS OR
FITTINGS INSTALLED BY THE CONTRACTOR FOR HIS CONVENIENCE, THEN THE
CONTRACTOR SHALL INSTALL THE REQUIRED LENGTH OF RESTRAINING JOINTS AS
DETERMINED BY THE ENGINEER, AT NO ADDITIONAL COST TO THE OWNER.
7. ALL PRESSURIZED FITTINGS SHALL BE RESTRAINED JOINT, UNLESS OTHERWISE SHOWN. A
THRUST RESTRAINT PRESSURE OF 200 PSI SHALL BE USED FOR THIS PROJECT.
8. ALL MECHANICAL JOINTS SHALL BE FITTED WITH RESTRAINING TYPE ACCESSORY KITS
MEGA -LUG SERIES 1100 OR EQUAL.
9. CONTRACTOR SHALL PROVIDE THE ENGINEER AS -BUILT ELEVATIONS OF THE FORCE MAIN
EVERY 100 LF AND WHERE "+" ELEVATIONS ARE SHOWN. AS -BUILT ELEVATIONS SHALL
BE ACQUIRED BY A LICENSED SURVEYOR DURING INSTALLATION AND REFERENCED TO
THE PROJECT DATUM. ELEVATIONS SHALL ALSO BE PROVIDED FOR ALL PIPE INVERTS AT
STRUCTURES AND STRUCTURE RIM AND FLOOR ELEVATIONS. ELEVATIONS SHALL BE
PROVIDED BY A SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA.
10. PIPE ALIGNMENT SHOWN IS BASED ON STANDARD FITTINGS AVAILABLE FOR C-905 PVC
PIPE. JOINT DEFLECTIONS SHALL NOT EXCEED 75 PERCENT OF MANUFACTURER'S
RECOMMENDED DEFLECTION. CONTRACTOR SHALL ADJUST PIPELINE ALIGNMENT AND
DEFLECT JOINTS AS NECESSARY TO ACCOMMODATE THE STANDARD BENDS SHOWN.
11. ALL METAL NON -STAINLESS STEEL SEWER PIPE AND FITTINGS SHALL BE LINED WITH
SEWPERCOAT BY LAFARGE ALUMINATES OR APPROVED EQUAL. ALL DUCTILE IRON PIPE
SHALL BE PC 250.
12. DETECTOR TAPE AND WIRE IS REQUIRED FOR ALL BURIED PIPE.
13. ALL MANHOLE COVERS AND VALVE BOX LIDS FOR WATER SHALL READ "WATER", ALL
MANHOLE COVERS AND VALVE BOX LIDS FOR SEWER SHALL READ "SEWER".
14. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO
FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL CONDITIONS SHALL BE
REPORTED TO THE ATTENTION OF THE OWNER.
15. UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL PVC FORCE MAIN BEDDING SHALL BE
TYPE "C" PER DETAIL 12/21. ALL DIP FORCE MAIN BEDDING SHALL BE TYPE "A" PER
DETAIL 11/21.
KHA PROJECT
015567007 CAROLINA FOREST PUMP STATION
ATE
4- 6-16 IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
SCALE N/A PREPARED FOR
DESIGNED BY ZGP PUBLIC SERVICES DEPARTMENT
DRAWN BY JGB CITY OF JACKSONVILLE, NORTH CAROLINA
CHECKED BY JAR
GENERAL BYPASS PUMPING NOTES:
1. BYPASS PUMPING PLAN SEALED BY A N.C. PROFESSIONAL ENGINEER MUST BE
SUBMITTED TO THE ENGINEER PRIOR TO PUMPING OPERATIONS TO COORDINATE WITH
ADMINISTRATION ENGINEERING STAFF. PUMPS SHOULD BE SIZED TO HANDLE THE PEAK
FLOW.
PUMPING OPERATIONS MUST BE MONITORED 24 HOURS A DAY FOR EACH DAY OF THE
PUMPING OPERATION BY QUALIFIED PERSONNEL IN ORDER TO RESPOND TO PROBLEMS
OR FAILURES.
2. NO PIPING, PUMPS, ELECTRICAL OR OTHER SYSTEMS CRITICAL TO THE PUMP STATIONS
OPERATION OF THE SYSTEM SHALL BE REMOVED UNTIL THE BYPASS PUMPING SYSTEM
IS OPERATIONAL AND APPROVED FOR USE BY THE CITY OF JACKSONVILLE.
3. CONTRACTOR SHALL OPERATE AND MAINTAIN BYPASS PUMPING 24 HOURS/DAY
WITHOUT RELIANCE ON THE CITY OF JACKSONVILLE.
4. CONTRACTOR SHALL PLAN WORK AS TO MINIMIZE BYPASS PUMPING DURATIONS.
5. ALL BYPASS PUMPING EQUIPMENT SHALL BE SOUND ATTENUATED AND SHALL BE
DESIGNED TO HANDLE THE SPECIFIED FLOW WITH THE LARGEST PUMP OUT OF SERVICE.
6. BYPASSES SHALL BE EQUIPPED WITH CELLULAR PHONE BASED TELEMETRY SYSTEMS
PROVIDING REMOTE ALARM REPORTING TO CONTRACTOR AND BYPASS SUBCONTRACTOR.
7. ALL BYPASS SYSTEMS SHALL HAVE 100% REDUNDANCY WITH EQUIVALENT BACKUP
PUMP AND PIPING AND SHALL BE SIZED TO PUMP 2,055 GPM.
8. ALL BYPASS PUMPS AND PIPING SHALL BE INSPECTED BY THE CONTRACTOR A
MINIMUM OF ONCE PER DAY FOR PROPER OPERATION.
9. BYPASS PUMPING SHALL REMAIN ENTIRELY IN PLACE AND FULLY OPERATIONAL UNTIL
THE PROPOSED WORK HAS BEEN TESTED, APPROVED, FLOW IS DIVERTED AND UNTIL
THE REMOVAL OR SHUT DOWN IS APPROVED BY THE ENGINEER AND/OR THE CITY OF
JACKSONVILLE.
10. SEE SECTION 33 03 10 FOR ADDITIONAL REQUIREMENTS.
TABLE 3.1 - BYPASS FLOW RATES
SITE
ADF (GPM)
PDF (GPM)
BYPASS RATE
(GPM)
CAROLINA FOREST
361
2,110
2,500
GENERAL SEOUENCE:
*SEQUENCE TO BE REVIEWED, MODIFIED IF NECESSARY AND AGREED UPON BY
CONTRACTOR, OWNER AND ENGINEER A MINIMUM OF TWO WEEKS BEFORE THE WORK IS
PLANNED. CONTRACTOR SHALL COORDINATE THE REVIEW AND DISCUSSION.
1. CONSTRUCT PROPOSED FORCE MAIN.
2. TEST PROPOSED FORCE MAIN.
3. MAKE CONNECTIONS TO EXISTING FORCE MAIN.
4• LEAK CHECK CONNECTIONS TO EXISTING FORCE MAIN.
5. MAKE CONNECTION TO EXISTING FORCE MAIN DISCHARGE MANHOLE.
6. CONSTRUCT PROPOSED PUMP STATION AND OTHER WORK.*
7. PERFORM STARTUP AND COMMISSIONING OF NEW PUMP STATION PER SPEC SECTION
01 75 00 - STARTING AND ADJUSTING.
8. STARTUP PROPOSED PUMP STATION.
*CONSTRUCTION ON PROPOSED PUMP STATION MAY BE STARTED EARLIER.
SEAL:
S • /�/
SEA w; AT
33186
C,�•.F411
/1111111
PROJECT NOTES:
1. ONE OF THE TWO EXISTING CAROLINA FOREST FORCE MAINS SHALL
REMAIN FULLY OPERATIONAL AT ALL TIMES. THE CONTRACTOR SHALL
COORDINATE WITH THE OWNER WHEN A FORCE MAIN SHUT DOWN IS
REQUIRED.
2. THE MAXIMUM VELOCITY FOR EACH FORCE MAIN SHALL BE 8.7 FPS.
HIGHER VELOCITIES WILL NOT BE ALLOWED.
3. SOME OF THE PROJECT IS LOCATED WITHIN THE 100 YEAR FLOOD
PLAIN. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT THE
WORK, EQUIPMENT, WORKERS AND THE EXISTING PUMP STATION FROM
FLOODING.
4. THE OWNER SHALL HAVE THE FIRST RIGHT OF REFUSAL FOR ALL
EQUIPMENT TO BE REMOVED FROM OPERATION. THE EXISTING
GENERATOR, PUMPS, AND ELECTRICAL CABINETS SHALL BE
STOCKPILED NEATLY AND CAREFULLY ONSITE AND THE CONTRACTOR
SHALL COORDINATE PICK UP WITH THE CITY OF JACKSONVILLE.
GENERAL NOTES
SHEET NUMBER
3
OF
29

PROVIDE THREAD
PROTECTION, TYP
SEE NOTE 2
2" 316 SST
BALL VALVE
EXISTING TAP
ARI AIR VACUUM VALVE
(2" MALE NPT CONNECTION)
2" 316 SST NIPPLE
EXISTING FORCE MAIN
NOTES:
1. PROVIDE SUFFICIENT SPACING BETWEEN THE BALL VALVE, THE AVV, AND
THE TAPPING SADDLE SUCH THAT THE BALL VALVE WILL OPERATE
PROPERLY.
2. ALL NPT CONNECTIONS SHALL BE COATED WITH ANTI—SEIZE THREAD
COMPOUND PRIOR TO INSTALLATION.
3. PROVIDE BUSHINGS AND ADAPTERS AS NECESSARY TO CONNECT TO TAP.
4. VALVE SHALL BE D-025 AS MANUFACTURED BY ARI OR APPROVED EQUAL.
AIR VACUUM VALVE
SCALE: N.T.S.
FUTURE PROPOSED 10'
DIA MANHOLE BY OTHERS
>
z
No. REVISIONS DATE BY
n
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
o written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
0 Associates, Inc.
Ki ley))) Horn
■
© 2017 KIMLEY—HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY—HORN.COM
KHA PROJECT
015567007 CAROLINA FOREST PUMP STATION
ATE
4- 6-16 IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
SCALE 1 " = 300' PREPARED FOR
DESIGNED BY ZGP PUBLIC SERVICES DEPARTMENT
DRAWN BY JGB CITY OF JACKSONVILLE, NORTH CAROLINA
CHECKED BY JAR
SEAL:
SEAL l'
a
33186,
%4RYG. \
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NOTES:
4.1 TOPO AND EXISTING CONDITIONS ALONG FORCE MAIN
CORRIDOR PROVIDED BY PIERCE AND ASSOCIATES, INC.
4.2 TOPO AND EXISTING CONDITIONS IN PUMP STATION AREA
PROVIDED BY PARKER AND ASSOCIATES, INC.
4.3 EXISTING CONDITIONS OUTSIDE OF SURVEY AREA AND PUMP
CAROLINA FOREST STATION AREA ARE BASED ON AERIAL PHOTOGRAPHY AND
PUMP STATION QL2 AERIAL CONTOURS AND ARE FOR REFERENCE ONLY.
4.4 LOCATION OF EXISTING FORCE MAIN AND STRUCTURES ARE
BASED ON GIS OR RECORD DRAWINGS AND ARE FOR
REFERENCE ONLY. CONTRACTOR SHALL VERIFY LOCATIONS.
4.5 CONTRACTOR SHALL REMOVE ALL WATER, MUD, AND OTHER
�— APPROXIMATE DEBRIS FROM-,AVV STRUCTURES.
SURVEY LIMITS "
f
4
, n .
p
a �4 _
,TE LOCATION OF
" FORCE MAIN
OVERALL PLAN
GRAPHIC SCALE IN FEET
0 150 300 600
SHEET NUMBER
4
OF
29

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5.1 CONTRACTOR SHALL HOLD POLES AND REMOVE GUY WIRES AS
REQUIRED.
5.2 CARE SHALL BE EXERCISED WHEN WORKING AROUND THE
EXISTING TELECOM FIBER AND UGE CONDUIT. CONDUIT AND,
° 1 1
UGE SHALL BE RELOCATED AS NECESSARY TO ACCOMONDATE
CONSTRUCTION.,
lg
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5.3 ALL WORK IN DUKE ENERGY EASEMENT SHALL FOLLOW THE
c ,
APPROX 36§LF FROM APPROX. 400 LF FROM
DUKE ENERGY TRANSMISSION RIGHT-OF-WAYa
P25 LF OF 18"
`
�PROPO$ED FORCE MAIN PROPOSED FORCE MAIN
N/F
GUIDELINESRESTRICTIONS.
/
3 CLASS III RCPROPOSED
,> 1 TO STR 27 ` TO STIR 11
WESTERN BLVD PARTNERS, LLC, a North Carolina limited liability Company
5.4 STAGING AND/OR STORING MATERIALS WITHIN THE DUKE
TEMPORARY CONSTRUCTION
4 LF OF 24 FORCE A
D.B.3000, P.474-475 M.B.53, P.38, SL. L-1853
ENERGY EASEMENT IS NOT PERMITTED.
ENTRANCE, TYP.
MAIN TO BE INSTALLED PROPOSED 24" DR -21
PROPOSED STONE EXISTING 1 1 2 HDPE TELECOM
/
5.5 CONTRACTOR SHALL INSTALL 45' BENDAND PLUG AT STATION
SEE DETAIL 1/24 N/F
BY OTHERS PROPOSED 24" RJ 45` C905 PVC FORCE MAIN
BENCH AND PLt) G SSMH _ 1
CHECK DAM, TYP. CONDUIT TO BE RELOCATED AS EXISTING 35'
NECESSARY SSMH
10+00.00 AND PRESSURE TEST.
5.6 PROVIDE LOGGING MATS FOR DITCH CROSSING NEAR STATION
PLANTATION AT JACKSONVILLE LLC
PROPOSED FUTURE STA 10+00.00 % RIM=48.37 �
' " N'i 3$ 117.248fjv, ,INV=37'55
10 DIA MANHOLE BY �'
SEE DETAIL 10 24 SEWER EASEMENT
/ RIM=47.48
PROPOSED STONE C,_INV=38.26
� D.B.3505 P.10
11+75. LOT 1 M.B.66 P.24
EXISTING 25'
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RIM-„4:~3�iPl��R cE E: 247 421.9018
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FILTER, TYP.
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.
Z .
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DR -21
LEV=39.90
00
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0
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17+00 17+50 18+00 18+50 19+00
19+50 20+00 20+50 21+00 21+50
e ornDATE
KHA PROJECT■
015567007
CAROLINA FOREST PUMP STATION
IMPROVEMENTS AND WESTERN BLVD F
FORCE MAIN
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PLAN AND PROFILE
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5
4-6-16
© 2017 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE F-0102 WWW.KIMLEY-HORN.COM
#
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE NORTH CAROLINA
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STA 10+00 TO 21+50
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No.
REVISIONS
DATE
BY
DESIGNED BY ZGP
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
DRAWN BY JGB
CHECKED BY JAR
SEAL:
7
Associates, Inc.

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6.1 CONTRACTOR SHALL TEMPORARILY SECURE
60' INGRESS, `
POLES AND REMOVE GUY WIRES AS REQUIRED
EGRESS � 42LF SIDEWALK AND RAMP REPLACEMENT
I
BY POWER COMPANY. ALL POLES AND GUY
I I
WIRES SHALL BE RESTORED AS REQUIRED BY
I I AND 14LF CURB REPLACEMENT
POWER COMPANY.
24' POND ACCESS I SEE DETAIL 402.01 AND 404.03, SHEET 20
6.2 CARE SHALL BE EXERCISED WHEN WORKING
EASEMENT
AROUND THE EXISTING TELECOM FIBER
TEMPORARY CONSTRUCTION
CONDUIT. CONDUIT SHALL BE RELOCATED AS
EASEMENT I ENTRANCE, TYP.
N F
NECESSARY TO ACCOMONDATE
s>IQN . SEE DETAIL 1 /24
PROPOSED 24" DR -21
KENNITH P. WHICHARD JR. @ ALEX J. SPEIGHT D.B.3442 P.780
SIGN
C905 PVC FORCE MAIN
M.B.60 P.235
6.3 CONTRACTOCONSTRUCTR SHALL RESTORE SIDEWALK
PROPOSED 1,023 LF
1 J,
RAMPS TO PRECONSTRUCTION CONDITIONS
M I
rn I j <"
MBL
EXISTING 30 DUKE
OF TREE PROTECTION FENCE
SEE DETAIL�4 3/24
INCLUDING INSTALLATION OF NEW TACTILE
STRIPS.
RIM=48.10
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NC HWY 53 WESTERN BLVD. 200'R/W EDGE OF
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35
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31+00 31+50
32+00 32+50 33+00
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KHA PROJECT
015567007
CAROLINA FOREST PUMP STATION
IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
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•:
PLAN AND PROFILE
SHEET NUMBER
6
ATE
4 D6-16
PREPARED FOR
s�L ��
SCALE 1 " = 40'
© 2017 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
SIC LICENSE F-0102 WWW.KIMLEY-HORN.COM
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE NORTH CAROLINA
7
33186
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STA 21+50No.
33+00
OF
�(�
REVISIONS
DATE
BY
DESIGNED BY ZGP
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
DRAWN BY JGB
CHECKED BY JAR
SEAL:
7
Associates, Inc.

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7.1 CONTRACTOR SHALL
HOLD POLES AND
REMOVE GUY WIRES
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COMPANY.
N/F
7.2 CARE SHALL BEXERCISED WORKING
EXISTING 30' DUKE
BHP WESTERN
AROUND THE EXISTING TELECOM FIB
T
PROPOSED 1,153 OF ENERGY EASEMENT
TRACT 1—A
M.B.57 P.208 SLIDE M-1042
CONDUIT. CONDUIT
SHALL BE RELOCATED
N/F
TREE PROTECTION FENCE
PORTION OF D.B.1460 P.396
AS NECESSARY TO
ACCOMONDATE
MERTK LLC
D.B.3060 P.896SEE
M.B.26 P.79
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DETAIL 3/24 OF PROPOSED
FUTURE ACCESS
MBL
EXISTING 30' UTILITY
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PROPOSED STONE
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SEE DETAIL 10/24 FUTURE ACCESS
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. . . .
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35
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42.82
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44+00 44+50
KHA PROJECT■
Kim e >>> Horn
015567007
CAROLINA FOREST PUMP STATION
IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
\��\\\111 II11////
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•• •••�'••:��'=
PLAN AND PROFILE
SHEET NUMBER
7
DATE
4-6-16
SCALE ill = 40
PREPARED FOR
L _
- j�•
© 2017 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE F-0102 WWW.KIMLEY-HORN.COM
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE NORTH CAROLINA
= 33186
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STA 33 +00 TO
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OF
29
DESIGNED BY ZGP
No.
REVISIONS
DATE
BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
DRAWN BY JGB
CHECKED BY JAR
written authorization and adaptation by Kimley–Horn and Associates, Inc. shall be without liability to Kimley–Horn and
SEAL:
1 Associates, Inc.

i
C
C11
Q0
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Q
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NOTES:
8.1 CONTRACTOR SHALL HOLD POLES AND
LU
REMOVE GUY WIRES AS REQUIRED BY POWER
COMPANY.
N/F
``'8.2
CARE SHALL BE EXERCISED WHEN WORKING
BHP WESTERN
NSF
AROUND THE EXISTING TELECOM
FIBER
TRACT 1-A
WESTER SIX INVESTORS LLC
ter.
CONDUIT. CONDUIT SHALL BE
RELOCATED
M.B.57 P.208 SLIDE M-1042
D.B. 3226 P. 364LOT 1-C
AS NECESSARY TO ACCOMMODATE
PORTION OF D.B.1460 P.396
M.B.69 P.108
CONSTRUCTION.
PROPOSED 1,153 LF OF
MBL
N/F
FINWARD
LLC
TREE PROTECTION FENCE
" SEE DETAIL 3 24 EXISTING 30' UTILITY t OF PROPOSED
/
PROPOSED STONE
CHECK DAM, TYP.
D.B. 4244,
P. 159
PROPOSED 24 DR -21
EASEMENT FUTURE ACCESS
°
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SEE DETAIL 10/24
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N: 386219.1.3 t
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3i.33ft -
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.
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KHA PROJECT■
015567007
CAROLINA FOREST PUMP STATION
IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
\\
�\°� •S• •9"';
�
PLAN AND PROFILE
SHEET NUMBER
8
DATE 4-6-16
PREPARED FOR
SL A
SCALE ill
= 40
© 2017 KIMLEY—HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE F-0102 WWW.KIMLEY-HORN.COM
�
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE NORTH CAROLINA
,
'; 33186 : �;
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STA 44+50
TO 56+00
OF
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No.
REVISIONS
DATE
BY
DESIGNED BY ZGP
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
DRAWN BY JGB
CHECKED BY JAR
7
Associates, Inc.
SEAL:

Q N: 386085.5987 ffi i
E: 2475083.2863
MBL
PROPOSED 24" DR -21
C905 PVC FORCE MAIN I' I
L STING 30' UTILITY EASEMENT €�
Q ROPOSED 112 LF OF TREE WV
zcn PROTECTION FENCE
m SEE DETAIL 3/24 7 I
0
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00
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Dzz00
I PROPOSED 132 SY ASPHALT
REPLACEMENT AND 100 LF OF
CURB AND GUTTER REPLACEMENT
SEE DETAIL 7/23 AND 402.01,
SHEET 20
PROPOSED 2 1/2" ASPHALT
�# SURFACE (TYPE S9.513) AND 8"
AGGREGATE BASE COURSE
SIDEWALK REPAIR
N /F
CASJAX LLC
D.B. 4239, P. 765
LOT 2
M.B.70 P.218
PROPOSED 24" TEE AND
i j 1 I 'FI
VALVE ASSEMBLY
3 TO, - 7 SEE INSET 9.2
=41.93 STA 58+42.23
J STORM MH N: 386063.9573
11 ti
,.
TOP=50.68 E: 2475174.6322
INV OUT=44.59
INV --42°36 EXISTING 10" PVC
STORM MH
P=49.74 FORCE MAIN
11,11=41.82
ROW �j 1
-
- PRnPngp F� I F
1 J OF SILT FENCE
C) PROPOSED 120 LF
j OF SILT FENCE SEE DETAIL 2/24 \j
EXISTING ' SEE DETAIL 2/24 FORCE MAIN PVC PROPOSED STONE FILTER
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1
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SEE INSET 9.1
to m '-
STA 57+75.57
a c_
+
PROPOSED 24" 45' BEND
E: 2475112.8254
W
p..'
bSTA
57+63.57
1� 3
PROPOSED 182 SY ASPHALT
N: 386093.4164
Q\�
REPLACEMENT AND 101 LF OF
E: 2475101.6988
I� m
CURB AND GUTTER REPLACEMENT
g
SEE DETAIL 7/23 AND 402.01, 3"
PROPOSED 24" 45' BEND
Q 0010
SHEET 20
STA 57+43.57
U
Q N: 386085.5987 ffi i
E: 2475083.2863
MBL
PROPOSED 24" DR -21
C905 PVC FORCE MAIN I' I
L STING 30' UTILITY EASEMENT €�
Q ROPOSED 112 LF OF TREE WV
zcn PROTECTION FENCE
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00
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Dzz00
I PROPOSED 132 SY ASPHALT
REPLACEMENT AND 100 LF OF
CURB AND GUTTER REPLACEMENT
SEE DETAIL 7/23 AND 402.01,
SHEET 20
PROPOSED 2 1/2" ASPHALT
�# SURFACE (TYPE S9.513) AND 8"
AGGREGATE BASE COURSE
SIDEWALK REPAIR
N /F
CASJAX LLC
D.B. 4239, P. 765
LOT 2
M.B.70 P.218
PROPOSED 24" TEE AND
i j 1 I 'FI
VALVE ASSEMBLY
3 TO, - 7 SEE INSET 9.2
=41.93 STA 58+42.23
J STORM MH N: 386063.9573
11 ti
,.
TOP=50.68 E: 2475174.6322
INV OUT=44.59
INV --42°36 EXISTING 10" PVC
STORM MH
P=49.74 FORCE MAIN
11,11=41.82
ROW �j 1
-
- PRnPngp F� I F
1 J OF SILT FENCE
C) PROPOSED 120 LF
j OF SILT FENCE SEE DETAIL 2/24 \j
EXISTING ' SEE DETAIL 2/24 FORCE MAIN PVC PROPOSED STONE FILTER
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co....
_.
PROPOSED 24 CROSS
AND VALVE ASSEMBLY
SEE INSET 9.1
rr
STA 57+75.57
N: 386088.9221
co
E: 2475112.8254
Q)
.....____ _.
PROPOSED 182 SY ASPHALT
o
REPLACEMENT AND 101 LF OF
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Associates, Inc.
ri.
KISTING
AS LINE
KISTING 12"
ATERLINE
. PROPOSED .24' TEE .
STA 58+42.23
PROPOSED 24' PLUG- VALVE
ELEV=41.16 STA 58+34.23
PROPOSED 24" CROSS
STA 57+75.57
PROPOSED 24" PLJG VALVE
STA 57+68.57
'I
55
50
45
35
30
GRAPHIC SCALE IN FEET
0 20 40 80
58+00 58+50 59+00 59+50 60+00
KHA PROJECT
015567007
im e rn DATE
4-6-16
" =
© 2017 KIMLEY-HORN AND ASSOCIATES, INC. SCALE 1 40'
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701 DESIGNED BY ZGP
PHONE: [phone] FAX: [phone] DRAWN BY JGB
NC LICENSE #F-0102 WWW. KIM LEY- HORN. COM
[CHECKED BY JAR
I
i
PROPOSED THRUST I
COLLAR, TYP. OF 2
SEE DETAIL 8/23 I I
CONNECT TO EXISTING FORCE
MAIN WITH MJ LONG BODY
SOLID SLEEVE, TYP. OF 2
SEE DETAIL 4/23
PROPOSED 8" PLUG VALVE
PROPOSED 12"x8" REDUCER
PROPOSED 24"x12" REDUCER
JOINT RESTRAINT, TYP
ALL MJ JOINTS
PROPOSED 24" CROSS
PROPOSED 24"
PLUG VALVE
-- --- •
PROPOSED 24"
45' BEND
PROPOSED 24"x12" REDUCER
EXISTING 8" PVC FORCE MAIN
TO BE REMOVED BETWEEN MJ
LONG BODY SOLID SLEEVES
i
-24" RJ PVC
EDGE OF
PAVEMENT
EXISTING
UNIDENTIFIED
UTILITY
�_
PROPOSED 12"x8" REDUCER"
3
i
EXISTING 12"
PROPOSED 8" PLUG VALVE WATERLINE
19
INSET 9.1
8" CONNECTION
NOT TO SCALE
CAROLINA FOREST PUMP STATION
IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA
SEAL:
l:
33186
ii
NOTES:
9.1 ONE EXISTING FORCE MAIN SHALL REMAIN IN SERVICE AT ALL
TIMES
9.2 CARE SHALL BE EXERCISED WHEN WORKING AROUND THE
EXISTING TELECOM FIBER CONDUIT. CONDUIT SHALL BE
RELOCATED AS NECESSARY TO ACCOMONDATE CONSTRUCTION.
9.3 ALL PROPOSED PIPE AND FORCE MAIN USED FOR
CONNECTIONS SHALL DR -21 C900 FOR 8" AND 10" AND
DR -21 C905 FOR 24".
9.4 PRESSURE TEST SHALL BE COORDINATED WITH THE CITY OF
JACKSONVILLE.
it i I I
PROPOSED THRUST
COLLAR, TYP. OF 2
I I I I SEE DETAIL 8/23
I I i i CONNECT TO EXISTING FORCE
I I i iMAIN WITH MJ LONG BODY
SOLID SLEEVE TYP OF 2
it
II I I
li I i
E,
Ij REPLACE
I THERMOPLASTIC
I i STRIPING AS
NECESSARY
►I i I
li
it EDGE OF
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I
I[ I I
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it I f
j i I I EXISTING
I ( I I UNIDENTIFIED
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EXISTING 8"
1 I -,-,--EXISTING
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ii
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SEE DETAIL 4/23
PROPOSED 10" PLUG
VALVE
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REDUCER
PROPOSED 24"x12"
REDUCER
JOINT RESTRAINT, TYP
ALL MJ JOINTS
PROPOSED 24" TEE
EXISTING 10" PVC FORCE MAIN
TO BE REMOVED BETWEEN MJ
LONG BODY SOLID SLEEVES
PROPOSED 24" DR -21
C905 PVC, TYP.
PROPOSED 24"x12"
_ REDUCER
PROPOSED 12"x10"
REDUCER
I1 EXISTING 8" I I PROPOSED 10" PLUG
! 1 WATERLINE i VALVE
it
it
l i EXISTING 4"
I�GAS LINE
(I I I
INSET 9.2
10" CONNECTION
NOT TO SCALE
PLAN AND PROFILE
STA 56+00 TO 58+44
SHEET NUMBER
9
OF
29

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Ditch— "_ " / COORDINATE WITH UTILITY _ - - _ - �EGV
k" L - " INV. 32.05 ' _ _ _ INV. 32.40ucE
-- / TO REMOVE EXISTING
� '` � i' 1 \ ATE �M•-. -."."_-�--- ~-�-
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,� TO BE REMOVED �.E,
"SERVICE
3 P H A SE- C #C.,;. , # _
V. k
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✓ !. c�W`OL"E,'..AND UGE. _ _ --
�. 1, , • ?� Y -w -r _•,". _ - _ _ FtA-w-- Ditch
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l #
117.03 ✓ / J INV. 33.05 _ _ _ __ _ --� - — - ucE -✓-�- _ _ uE
v f l 1 8' DIA. PRECAST 6 _
-UGE �-- _ ._... UGE --- - _...._. - _._. UGE ..._.. � _......... - _._. UGE _ _ � UGE - _ -UGE - -
i:_ L U 7 �' � / \ <� CONCRETE WET WELL � � � � F€ R M I N A BL 0 X ;,,�� --- --�••• �---�.,_•_...,_ � a
X216 - 541 °22`44"W 104.28'
TOP TO BE REMOVED E OVED "!SF 1 - - -- 0 _ _ . _.__ t _
BM - f
" ✓ EX. RIP RAP p �
EXISTING YARD HYDRANT, B
!_. _ '' EXISTING 6'
"� EE
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:
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WET WELL I
Cb / ✓ `TOP 35.60
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/ � � � INV. IN ,14.60 E _(
L k L 60 LF OF 6' CHAIN LINK I
�
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l�
k. k k. L/ k. Y JJ j/o ri° �\ � f FENCE WITH BARB WIRE TOP
j \.. I. TO BE REMOVED
J k. k.
C? �
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L k. t k. ! I
k. k. 0 COACI
k. j J J �` _ / I CONC. PAD WITH PT �L I9 STAGEa CARRIAGE RUN
L L J i j 8'x8' VALVE VAULT / / ELECTRICAL PANEL BOXES TO M.B. 49, Pg. 67
' WE LANBS LIME / j .a
n L PER M.Y. 49, PG. 6'7 / / I TO BE REMOVED ` l / , I � t v BE REMOVED IN ITS ENTIRETY D•B• 324'2, Pg. 103
`:h, >f Wa ;;urrrl7in<� 20 LF OF 10"
tation E::a�crrient FLOW METER MANHOLEZ j t
1 PVC FORCE MAIN � �
L L J �t.B. 48, 1'<• 104 TO BE REMOVED f'
�s1.B. ';�. f67 TO BE REMOVED /-/�-/� SRtlB
/ / ✓ CONC. PAD WITH
t, L,, J - / ,fes/ // TSF
„ �/ GENERATOR TO BE REMOVED
n -- ✓ ✓/ IN ITS ENTIRETY i
SEWER GV -WITH r
r, !� l 2'X2' CONC'" COLLAR ✓ f f
T rBE REMOVED SHRUB TO BE REMOVED
�1 ✓� i
k :, i
a ca. Vit \ s.:.. \ \ __ _ - 1441.9 EXISTING 6'
L e® r� \ - ` _ RISER PIPE TO WOOD FENCE
EXISTING 6' BE REMOVED 40 LF OF 8" PVC FORCE
WOOD FENCE MAIN TO BE REMOVED
L 1
1 0
'
k.
y
KHA PROJECT
y ' 015567007 CAROLINA FOREST PUMP STATION
e o n DATE IMPROVE �'��\ � � •9%=
v 4-6-16 MENTS AND WESTERN BLVD FORCE MAIN
s a
© 2017 KIMLEY-HORN AND ASSOCIATES, INC. SCALE 1" = 10' PREPARED FOR
33186
No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM NC 27701 DESIGNED BY ZGP
PUBLIC SERVICES DEPARTMENT =� ••.F �.� �
•NG I NFA:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only HONE: 919-682-3538 FAX: [phone] DRAWN BY JGB CITY OF JACKSONVILLE NORTH CAROLINA
v for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without � Q
NC LICENSE F-0102 WWW.KIMLEY-HORN.COM /��'%CRY G.
� written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and � 7 ��/I111111111
Associates, Inc. CHECKED BY JAR SEAL:
72" RCP
NOTES:
ADF (GPD)
10.1
CONTRACTOR SHALL
REMOVE AND REPLACE THE
PUMP HP
TOP OF ESSHM-01,
02, & 03 WITH NEW PRECAST
1,370 GPM©75 FTTDH
CONCRETE RISER SECTIONS)
AND ECCENTRIC CONE
TOP TO PROVIDE A
NEW RIM ELEVATION OF 36.0'
MSL.
10.2
CONTRACTOR SHALL
REMOVE AND REPLACE THE
EXISTING WET WELL
TOP WITH A PRECAST RISER
SECTION AND A CAST -IN-PLACE CONCRETE TOP
TO PROVIDE A NEW
TOP ELEVATION OF 37.0' MSL.
SEE DETAIL 5/22.
10.3
EROSION CONTROL SHALL BE IN PLACE PRIOR TO
DEMOLITION. SEE
SHEET 10.
37'
ASPHA " 10.4
APPROX. 100 -YEAR
FLOOD ELEVATION=35.0 FtMSL
#
{t
•
t �S7
I
t
72" RCP
CP ISS #187
1
\ I
ESSMH
TOP 37.06
INV, 16.2
\ t
bb
15" RCP rte? T`"~
ECB
ECB # TOP 37.02
TOP 37.02 ' INV. 32.87
INV: 32.52 1
I
f I
4 4j
i I
� I
t�
I
i
1
"I SF 1
298BG
N=389,445.6115 i
E=2,475,453.320
i
1
S
4P
TABLE 10.1 - EXISTING PUMP STATION INFORMATION
ADF (GPD)
519,800
PUMP RATE (GPM)
1,370
PUMP HP
50
OPERATING POINT
1,370 GPM©75 FTTDH
GRAPHIC SCALE IN FEET
0 5 10 20
EXISTING CONDITIONS AND
DEMOLITION PLAN
SHEET NUMBER
10
OF
29

ESS
TqP
� 11
u
L �. a
SHEEL.11 ECCENTRIC CONE TOP
0
SEE NOTES 11.1 AND 11.2
. \ N/I-
f.. ... ANDIR CASTIL LO & TANYA F(
`� - L r --- � �L 1i? �;?_ CARF IAiGt.RU
OF'
k.. / M.B. 49, Pg. 67
D
.
vt.�.•
� - . �-... _.. ;� s,. _ \------------ .--- ..._ D.B. 3242, Pg. 90:`,
PROPOSED 726 LF
� OF COMBINATION TREE
/�p�• N
I v PROTECTION`°, SILT FENCE
PR00�''O��D DRIVEWAY `" ,
SEE -,'BETA L x/23 c SEE DETAIL 3A/24
o A
w ,.
LH D P� WATER'LI' 4
:. �€ o j s L
a L. ! �y f7r / ESSMH-�--01
\ L. L L V3
L""�-" /� 115.16
°L L. b L
L L L
�:. /S1ONE CHECK DAM }
L
` L f Sk DETAIL 10/24 V 12
k
r_ !
c
L L w INV. 32.05-- 1.
iy 1 6
U F
Cr
L.
1003
L \/ PROPOSED 1' RPZ 1 i
_, r> -INV. 33.Qw
IN ENCLOSURE _ %.C� r
j t _.
_
L � SEE DETAIL 3/23 x ��� �W _� X�•/, k..
! x w . - - _ +
` ,G Y.
'6�s D / ,M a PROPOSED 1 YARD HYDRANT I/ x x x --'-x-
,
�` 1005
/ ,< / 100
SEE DETAIL 623
REMOVABLE AL HANDRAILS !77 36
01 ;SEE DETAIL 4/22 `� r
i
PROPOSED WET WELL TOP 1008;
SEE DETAIL 5/22
� .� -.. :SELL -
(D L
L tL c�' / oo - ) T T 6M! 8.40 / s
`~ 1000
4.:. L �.:. ' IN'114N 14,60 i � �
\
L j u PROPOSED `7'x7' Ste, ! 1009 r
�. �.
n , L AVALVE VAIJ'LT�
REMOVABLE AL HANDRAILS . �•
SEE DETAIL 4/22 !
PROPOSED 12" RJ TEE 1r � x � 'I 1006 �>
WET -LANDS LINE
PER M.B. 49, PG. 67 1
I f
L j 1 j PROPOSED 12" RJ 90' BEND , / x j
f
L L/ i4 ,./ c.x. Sewage Pim PROPOSED 4' DIA. !
S ation Easerrien METER VAULT j
k.. �. .. B. 48, P 1 t) ; � I
M, E. F,:; `�07 SEE DETAIL 1 /23 1010 1 07� r jSHRUB
1) B. 324
CI 1 �' K L "^Y 1,061
`
r>
- 1004 x
L .. "' :ao.....
0. L �, ! CONNECT TO EISTING 10
L L. PVC FORCE. -MAIN_....WITH ..MJ._.�.- _-_ _ '141.9 ' EXISTING 6'
-- LONG BODY SOLID SLEEVE PROPOSED FENCE'IOOD FENCE
;O EXISTING -'�� PROPOSED SEE DETAIL 5/23
D �_ L , SEE DETAIL 4/23 J ,
i WOOD � CE 12 RJ PROPOSED 12%8"
Q_
1 CROSS RJ REDUCER
Q
PROPOSED 10 LF OF 10" DR 18 PROPOSED 12" BYPASS
L C900 PVC FORCE MAIN ASSEMBLY
i 1 SEE DETAIL 11/20
PROPOSED RJ 45` BEND „
., AND THRUST BLOCK, PROPOSED 12
L L L
� SEE DETAIL 3/21 PLUG VALVE
TYP OF 3
1 PROPOSED 12"x10"
RJ REDUCER
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No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
n
U This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone]
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without NG LICENSE /�F-0102 WWW.KIMLEY-HORN.COM
written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and tt
Associates, Inc.
KHA PROJECT
015567007
DATE
4-6-16
SCALE 1 " = 10'
DESIGNED BY ZGP
DRAWN BY JGB
CHECKED BY JAR
PROPOSED BOLLARD,
TYP OF 4
SEE DETAIL 6/21
PROPOSED
„,,,,.GENERATOR SLAB
SEE DETAIL 6/22
CONNECT TO EXISTING 8" PVC
FORCE MAIN WITH MJ LONG
BODY SOLID SLEEVE
SEE DETAIL 4/23
PROPOSED RJ 90' BEND
AND THRUST BLOCK,
SEE DETAIL 3/21
PROPOSED 40 LF OF 8" DR 18
C900 PVC FORCE MAIN
N/
ANDIR CASTILLO & T<." ,A f`OW!-ER
301 STAGECOA. I DR
PT L"19 S2 CARRIAGE RUN
M.B. 49, Pg.. 67
D.B. _242, Pg. 103
TABLE 11.1 - COORDINATE TABLE
Point #
Northing
Easting
Description
1000
389326.3875
2475361.4135
WETWELL CENTER
1001
389336.2071
2475419.1999
FENCE CORNER (NE)
1002
389364.5464
2475384.9604
FENCE CORNER (NW)
1003
389326.7109
2475347.2354
FENCE CORNER (SW)
1004
389292.5510
2475383.0023
FENCE CORNER (SE)
1005
389343.4443
2475363.9248
GATE CENTER
1006
389336.3075
2475397.5995
GENERATOR PAD (NW)
1007
389320.4633
2475391.2199
GENERATOR PAD (SE)
1008
389351.8221
2475380.6202
ELECTRICAL BUILDING (NW)
1009
389334.5596
2475385.4336
ELECTRICAL BUILDING (SE)
1010
389307.9292
2475378.5652
METER VAULT CENTER
CAROLINA FOREST PUMP STATION
IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA
SEAL:
NOTES:
11.1 CONTRACTOR SHALL REMOVE THE TOP FROM ESSHM-01, 02, & 03
AND REPLACE WITH NEW PRECAST CONCRETE RISER SECTIONS) AND
ECCENTRIC CONE TOP TO PROVIDE A NEW RIM ELEVATION OF 36.0'
MSL.
11.2 MANHOLE RISER AND TOP CONNECTIONS FOR ESSMH-01, INCLUDING
CONNECTION TO EXISTING STRUCTURE, SHALL BE BOLTED CONNECTIONS
PER DETAIL 9/22. RING AND COVER SHALL BE CAM LOCK
- WATERTIGHT TYPE PER DETAIL 2/22.
11.3 CONTRACTOR SHALL REMOVE AND REPLACE THE EXISTING WET WELL
TOP WITH A PRECAST RISER SECTION AND A CAST -IN-PLACE
CONCRETE TOP TO PROVIDE A NEW TOP ELEVATION OF 37.0' MSL. SEE
DETAIL 5/22.
11.4 CONTRACTOR SHALL POWERWASH, CLEAN AND DISINFECT THE WETWELL
AFTER DEWATERING. CONTRACTOR SHALL NOTIFY ENGINEER TWO (2)
DAYS PRIOR TO WET WELL CLEANING TO ALLOW FOR AN INSPECTION T
BE SCHEDULED.
11.5 CONTRACTOR SHALL PRESSURE GROUT ALL LEAKS IN WET WELL AFTER
CLEANING AND PRIOR TO APPLYING LINER.
11.6 EXISTING WET WELL SHALL BE LINED AFTER THE INSTALLATION OF THE
WET WELL TOP AND PIPING PER SPECIFICATIONS SECTION 09 97 00.
r
0
15 RCP
_CB
o TOP 37.02
I INV. 32.52
1
"tSF
2"BG
N=389,445.615
E=2,475,453.320
GRAPHIC SCALE IN FEET
0 5 10 20
SEAL;.
33186 -
Y I G11\Q\\\�,.
INSET 11.1
SHEET
PROPOSED SITE PLAN 1,IM1Fh
of
29

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STRUCTURE WALL
PERMANENT PIPE PENETRATION
SCALE: N.T.S.
3.25"
TYP. OF 8
f
1.25" - -
TYP. OF 87F -"NW
Wo
r,
5/8"
7F-
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ANCHOR B(
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01
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O
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20"
PLAN
"�N E, TYP. OF 4
Q ,
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TRIANGLE,
TYP. OF 8
W NOTES:
1. ALL COMPONENTS SHALL BE 3/8" 316L SST
Z 2. ALL EDGES, WELDS, AND TRANSITIONS IN PLANE SHALL
Q BE GROUND SMOOTH WITH 1/8" ROUND -OVER RADIUS
Q 3. SECURE TO FLOOR WITH 8, 1/2" X 6" 316L SST WEDGE
m ANCHOR BOLTS, ACORN NUTS, AND WASHERS
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0 written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
EXISTING WET
WELL WALL -----------------------------------------,
I I
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AND GUIDE RAILS I �---'�---�-------------'µ�w I
f) -- ---------------I f l 6 v
SEE DETAIL 3/20 1 11
I II I � I II I
EXISTING 18"
INFLUENT PIPE -
I
REMOVABLE AL HANDRAILS, TYP
PIPE PENETRATION SHOWN FOR REFERENCE
WITH COLLAR SEE DETAIL 4/22
SEE DETAIL 3/22
PRECAST 7'x7' VALVE
12" MJ RESTRAINED SOLID VAULT OUTER WALL
SLEEVE, TYP OF 2
_ ______________ PROPOSED PRESSURE GAUGE
------ ASSEMBLY, TYP. OF 2
SEE DETAIL 4/20
------ ----, 12" MJ 90' BEND
-------- ------
12" MJ TEE
1 1 JOINT RESTRAINT
;;, ::TYP ALL MJ JOINTS
UP, ---__
I- __ ----__1I -D 1 I I 1 I I I I A
L� I I I I I I I
I II I I I I I I I I I I II I 12
I I I I I -
=
I I I I =v I I I I
I I I I ...: I I I
CAST IN PLACE WET WELL TOP i ��„-------------- (i
SHOWN FOR REFERENCE
SEE DETAIL 5/22
I I
74"x 65" HATCH WITH:Z
I I
L----------------------------------------- J
FALL PROTECTION
SHOWN FOR REFERENCE
SEE DETAIL 7/22
REMOVABLE AL HANDRAILS
SEE DETAIL 4/22
LEVEL CONTROL SENSOR
ATTACHMENT
SEE DETAIL 2/20
CAST -IN-PLACE CONCRETE TOP
SEE DETAIL 5/22
ELEV.=37.0' MSL
FINISHED GRADE-\
PROPOSED PRECAST
RISER
SEE DETAIL
5/22
1
j09
/
il
9/22
MINIMUM DISCHARGE:
8 IN
IMPELLER:
13.8 IN
MINIMUM SOLIDS PASSAGE:
3.15 IN
MINIMUM MOTOR REQUIREMENTS:
O
N
20"
PLAN
"�N E, TYP. OF 4
Q ,
Q
z PROFILE
TRIANGLE,
TYP. OF 8
W NOTES:
1. ALL COMPONENTS SHALL BE 3/8" 316L SST
Z 2. ALL EDGES, WELDS, AND TRANSITIONS IN PLANE SHALL
Q BE GROUND SMOOTH WITH 1/8" ROUND -OVER RADIUS
Q 3. SECURE TO FLOOR WITH 8, 1/2" X 6" 316L SST WEDGE
m ANCHOR BOLTS, ACORN NUTS, AND WASHERS
J
Q
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U 12 SCALE: N.T.S.
0
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T No. REVISIONS DATE B1
m
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document withou
0 written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
EXISTING WET
WELL WALL -----------------------------------------,
I I
I I
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AND GUIDE RAILS I �---'�---�-------------'µ�w I
f) -- ---------------I f l 6 v
SEE DETAIL 3/20 1 11
I II I � I II I
EXISTING 18"
INFLUENT PIPE -
I
REMOVABLE AL HANDRAILS, TYP
PIPE PENETRATION SHOWN FOR REFERENCE
WITH COLLAR SEE DETAIL 4/22
SEE DETAIL 3/22
PRECAST 7'x7' VALVE
12" MJ RESTRAINED SOLID VAULT OUTER WALL
SLEEVE, TYP OF 2
_ ______________ PROPOSED PRESSURE GAUGE
------ ASSEMBLY, TYP. OF 2
SEE DETAIL 4/20
------ ----, 12" MJ 90' BEND
-------- ------
12" MJ TEE
1 1 JOINT RESTRAINT
;;, ::TYP ALL MJ JOINTS
UP, ---__
I- __ ----__1I -D 1 I I 1 I I I I A
L� I I I I I I I
I II I I I I I I I I I I II I 12
I I I I I -
=
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I I I I ...: I I I
CAST IN PLACE WET WELL TOP i ��„-------------- (i
SHOWN FOR REFERENCE
SEE DETAIL 5/22
I I
74"x 65" HATCH WITH:Z
I I
L----------------------------------------- J
FALL PROTECTION
SHOWN FOR REFERENCE
SEE DETAIL 7/22
REMOVABLE AL HANDRAILS
SEE DETAIL 4/22
LEVEL CONTROL SENSOR
ATTACHMENT
SEE DETAIL 2/20
CAST -IN-PLACE CONCRETE TOP
SEE DETAIL 5/22
ELEV.=37.0' MSL
FINISHED GRADE-\
PROPOSED PRECAST
RISER
SEE DETAIL
5/22
BOLTED
JOINT
CONNECTION
SEE DETAIL
9/22
12" FLG 90' BEND
SCH 40 SST
GUIDE RAILS
ALUMINUM TRASH BASKET
GUIDE RAILS
SEE DETAIL 3/20
ALUMINUM TRASH BASKET
SEE DETAIL 3/20
EXISTING 18"
INFLUENT PIPE
BACKUP FLOAT SYSTEM-.,,
SUBMERSIBLE NON -CLOG
SEWAGE PUMP
SEE DETAIL 1/20
LEVEL TRANSDUCER--,
CLASS B CONCRETE FILLET-,.,
PROPOSED ANTI -VORTEX CONE
SEE DETAIL 2/12
■
>> H rn
im e o
O 2017 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM
KHA PROJECT
015567007
DATE
4-6-16
SCALE 3/8"=V-0"
DESIGNED BY ZGP
DRAWN BY JGB
CHECKED BY JAR
I I I
NI
-_---
__- 1
1 1�PERMANENT PIPE 12" DI FORCE MAIN
PENETRATION, TYP
I SEE DETAIL 1/12
L - - - - - - - - - - - - - - - - - - - -
------
6" VENT PIPE 12" PLUG VALVE
SEE DETAIL 8/20 TYP OF 2
12" HARNESSED FLANGED
ADAPTER, TYP OF 2
SEE DETAIL 10/20
MECHANICAL PLAN 12" CUSHIONED LEVER AND
3/8" = 1'-0" WEIGHT CHECK VALVE, TYP OF 2
6" VENT PIPE
SEE DETAIL 8/20
27.0' E=
03 ED LU
za'
12" RESTRAINED
MJ SOLID SLEEVE
i
PIPE PENETRATION
WITH COLLAR
SEE DETAIL 3/22
PERMANENT PIPE
PENETRATION, TYP.
SEE DETAIL 1/12
y
1 f
s
4" SCH 80 PVC
I DRAIN LINE
i I
o 4" RUBBER DUCK
PZ BILL CHECK VALVE
12"FLG xPEDIP
N11 II
s
12" FLG x MJ
ADAPTER
8"x12" FLG ECCENTRIC
REDUCER
~1J - AUTO COUPLER
AND BASE ELBOW
aI
.4 S
SECTION A
3/8" = 1 1-0" Q2,)
CAROLINA FOREST PUMP STATION
IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA
SEAL:
REMOVABLE AL HANDRAILS
SEE DETAIL 4/22
PRECAST VALVE VAULT
ELEV.=37.0' MSL
12" CUSHIONED FLG
CHECK VALVE
12" HARNESSED FLANGED ADAPTER
SEE DETAIL 10/20
SLOPE
12" FLG x FLG PLUG VALVE
PROPOSED PRESSURE GAUGE
ASSEMBLY, TYP. OF 2
SEE DETAIL 4/20
r 12" MJ TEE
l X12" DI FORCE MAIN
6" MIN. TYP
PERMANENT PIPE
PENETRATION, TYP
SEE DETAIL 1/12
SLOPE GROUT FLOOR
TO DRAIN LINE
8" #57 STONE
CONCRETE SUPPORT
SEE DETAIL 1/22
3 CY ANTI -FLOATATION
BALLAST
4" SCH 80 PVC
DRAIN LINE TO
METER VAULT
NOTES:
12.1 ALL ITEMS IN BOLD ARE PROPOSED.
12.2 CONTRACTOR SHALL VERIFY ACCESS HATCH AND EQUIPMENT DIMENSIONS.
12.3 ALL HARDWARE, SUPPORTS, BRACING, FASTENERS, ANCHOR BOLTS ETC.,
INSIDE WET WELL SHALL BE ANSI TYPE 304E STAINLESS STEEL.
12.4 ALL EQUIPMENT AND MATERIALS SHALL BE SUBMITTED TO AND APPROVED BY
THE ENGINEER PRIOR TO ORDERING AND INSTALLATION, IN ACCORDANCE WITH
SECTION 01 33 00.
12.5 FLOATS SHALL BE SIGNAL DUTY MERCURY FREE FLOAT SWITCHES WITH THREE
WIRES SUITABLE FOR OPERATION AS NORMALLY OPEN OR NORMALLY CLOSED.
12.6 INSTALL EQUIPMENT IN ACCORDANCE WITH ALL MANUFACTURER'S
RECOMMENDATIONS.
12.7 NO FLANGE ADAPTERS OF ANY KIND SHALL BE USED INSIDE WET WELL
UNLESS OTHERWISE SHOWN.
12.8 CONTRACTOR SHALL PROVIDE ONE (1) COMPLETE SPARE PRESSURE GAUGE
ASSEMBLY, PER DETAIL 4/20.
12.9 PUMPS, AUTOCOUPLINGS, AND BASE ELBOWS SHALL BE MANUFACTURED BY
THE SAME COMPANY.
12.10 PUMP CABLES SHALL BE SUPPLIED WITH BRAIDED STAINLESS STEEL CABLE
GRIPS AS MANUFACTURED BY KELLUM, SLINGCO, OR APPROVED EQUAL.
12.11 CHECK VALVES SHALL BE LEVER AND WEIGHT WITH CUSHION.
12.12 PLUG VALVES SHALL BE 100% FULL PORT ECCENTRIC WITH GEAR DRIVE AND
HANDWHEEL ACTUATORS.
12.13 ALL PIPE AND CONDUIT PENETRATIONS TO CONCRETE STRUCTURES SHALL BE
INSTALLED PER DETAIL 112 UNLESS OTHERWISE NOTED.
12.14 SIZE PROPOSED CONCRETE RISER AS NECESSARY TO OBTAIN SPECIFIED
FINISHED WET WELL TOP ELEVATION.
TABLE 12.1 - PROPOSED PUMP STATION INFORMATION
EXISTING AVERAGE DAILY FLOW:
519,800 GPD
DESIGN AVERAGE DAILY FLOW:
548 GPM
DESIGN PEAK DAILY FLOW:
2,810 GPM
PUMP:
XFP205J-CB2
MINIMUM DISCHARGE:
8 IN
IMPELLER:
13.8 IN
MINIMUM SOLIDS PASSAGE:
3.15 IN
MINIMUM MOTOR REQUIREMENTS:
140 HP
PUMP CURVE POINT #1:
0 GPM @ 201 FtTDH
PUMP CURVE POINT #2:
1200 GPM @ 170 FtTDH
PUMP CURVE POINT #3:
2800 GPM @ 139 FtTDH
PUMP CURVE POINT #4:
4-600 GPM @ 92 FtTDH
SECONDARY LEVEL SENSING METHOD:
SUB PRESSURE TRANSDUCER
PRIMARY LEVEL SENSING METHOD:
FLOATS
TABLE 12.2 - WET WELL
ELEVA TIONS (1--tMSL)
BACKUP HIGH LEVEL FLOAT:
14.6
INVERT IN:
14.6
HIGH LEVEL ALARM:
1 /l .
1
START LAG PUMP:
13.6
START LEAD PUMP:
ALL PUMPS OFF:
12.6
BACKUP I --'UMP OFF:
SHEET NUMBER
MECHANICAL PLAN AND 12
SECTION of

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No. REVISIONS DATE BY
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-U This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
Q) for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
0 Associates, Inc.
WALL MOUNTED
CONDENSING UNIT
FAN COIL UNIT
(CEILING MOUNT)
A
v
d b• A
Kiomie >>> Horn
© 2017 KIMLEY—HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY—HORN.COM
G
UNIT MOUNT TO WALL
-NT MANUFACTURER'S
MIN BOTTOM
REGATE FINISH
IA AGGREGATE
4:1 SLOPE 7)
AWAY FROM BUILDING
CAST—IN—PLACE
CONCRETE RAMP
SEE DETAIL 4/13
KHA PROJECT
015567007
DATE
4-6-16
AS
SCALE SHOWN
DESIGNED BY ZGP
DRAWN BY JGB
CHECKED BY
M
FINISHED
GRADE
PAD ON GRADE' PAD ON SLAB
4" 1 I / / 14"
d d Q
X ifs d.
dAtll
°
d
TYPE 4
GEOTEXTILE #57 STONE
FABRIC
NONSHRINK GROUT
PIPE
CUT CONCRETE MASONRY
UNITS AS REQUIRED
EQUIPMENT
CONCRETE EQUIPMENT PAD
WITH 4X4— W4.0 X W4.0 WWF
AT MID DEPTH
CONCRETE SLAB
UNION
6" #4 REBAR PINS
EMBED 4" INTO SLAB AND
SECURE WITH EPDXY
12" OCEW
NOTE: SLABS ON GRADE SHALL BE 6" THICK UNLESS
OTHERWISE SHOWN
1 EQUIPMENT PAD
13 SCALE: N.T.S.
EXISTING CONCRETE WALL
1/2" x 5/8" DEEP
SEALANT — BOTH SIDES
(MAKE AIRTIGHT)
PREMOLDED JOINT FILLER
WRAP AROUND PIPE
CONCRETE MASONRY
WALL UNIT
2 CAULKED WALL PENETRATION
13 SCALE: N.T.S.
PRECAST CONCRETE
WALL SLAB
WALL ANCHOR PER
BUILDING MANUFACTURER
CAST—IN—PLACE
CONCRETE SLAB
SEE DETAIL 6/22
J I UIVt " T
GEOTEXTILE FABRIC
CAROLINA FOREST PUMP STATION
IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA
4I CONCRETE RAMP
13 SCALE: N.T.S.
SEAL:
.9
SEAL It -1
33186
M
/1111111/
FINISH GRADE
ABC SITE SURFACING
PER DETAIL 2/23
NOTES:
13.1 CONCRETE EQUIPMENT PADS AND RAMP SHALL BE SUPPLIED BY
CONTRACTOR.
13.2 HVAC UNIT SHALL BE SUPPLIED BY BUILDING MANUFACTURER AND
SHALL BE A 3.0 TON UNIT, SINGLE ZONE, MINI SPLIT SYSTEM.
13.3 FIRST AID CABINET AND FIRE EXTINGUISHER SHALL BE INSTALLED 42"
ABOVE FLOOR LEVEL.
13.4 BUILDING SHALL BE DESIGNED FOR 150MPH WINDS AND PER NORTH
CAROLINA BUILDING CODE BY A PROFESSIONAL ENGINEER LICENSED IN
NORTH CAROLINA.
13.5 CONTRACTOR SHALL ADD STONE AS NECESSARY TO BRING THE
BUILDING FINISHED FLOOR ELEVATION TO 37.5FT MSL.
13.6 ALL CONDUIT, CABLE, AND TUBING WALL PENETRATIONS SHALL BE
INSTALLED PER DETAIL 2/13,
13.7 ALL EQUIPMENT SHALL BE INSTALLED ON CONCRETE EQUIPMENT PADS
PER DETAIL 1/13.
CAULK GROOVE
SEAL PER BUILDING
2" MANUFACTURER
3/4" CHAMFER ON ALL
EXPOSED SLAB EDGES
D FINISH GRADE
D �
#57 STONE BASE
`TYPE 4 GEOTEXTILE
FABRIC
COMPACT TO 98%
STANDARD PROCTOR
3 FOUNDATION DETAIL
13 SCALE: N.T.S.
FLOOR PENETRATING PIPE
CAST—IN SCH 80 PVC
SLEEVE PIPE
CAULK ANNULAR SPACE
FOR WATERTIGHT SEAL
r—CONCRETE SLAB
Gi
N OTE:
1. SIZE CAST—IN PIPE SLEEVE TO ALLOW FOR INSTALLATION
OF FLOOR PENETRATING PIPE
5 FLOOR PENETRATION
13 SCALE: N.T.S.
CFPS ELECTRICAL BUILDING
L PLAN
MECHANICA
SHEET NUMBER
13
OF
29
N
0
A
—I 1 I. II ATS
PANEL 'H1' PANEL 'L1'
GENERATOR BATTERY
CHARGER
G
Q <
J
Q GENERATOR DISCONNECT
Z 8,_g„ 4.
Q
WA F-1
> I I
I
� d
U
Ll
TEMPERATURE ALARM
Ll_
tL
U '
A. Av
A
v G .v • a
PUMP 2
DRIVE
� a
o PUMP CONTROL
RTU FIT PANEL
A- v•. d.. v - A
0
D
C_
A SECTION
U
0
13 SCALE: N.T.S.
V)
Q)
0
cn
z
No. REVISIONS DATE BY
m
-U This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
Q) for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
0 Associates, Inc.
WALL MOUNTED
CONDENSING UNIT
FAN COIL UNIT
(CEILING MOUNT)
A
v
d b• A
Kiomie >>> Horn
© 2017 KIMLEY—HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY—HORN.COM
G
UNIT MOUNT TO WALL
-NT MANUFACTURER'S
MIN BOTTOM
REGATE FINISH
IA AGGREGATE
4:1 SLOPE 7)
AWAY FROM BUILDING
CAST—IN—PLACE
CONCRETE RAMP
SEE DETAIL 4/13
KHA PROJECT
015567007
DATE
4-6-16
AS
SCALE SHOWN
DESIGNED BY ZGP
DRAWN BY JGB
CHECKED BY
M
FINISHED
GRADE
PAD ON GRADE' PAD ON SLAB
4" 1 I / / 14"
d d Q
X ifs d.
dAtll
°
d
TYPE 4
GEOTEXTILE #57 STONE
FABRIC
NONSHRINK GROUT
PIPE
CUT CONCRETE MASONRY
UNITS AS REQUIRED
EQUIPMENT
CONCRETE EQUIPMENT PAD
WITH 4X4— W4.0 X W4.0 WWF
AT MID DEPTH
CONCRETE SLAB
UNION
6" #4 REBAR PINS
EMBED 4" INTO SLAB AND
SECURE WITH EPDXY
12" OCEW
NOTE: SLABS ON GRADE SHALL BE 6" THICK UNLESS
OTHERWISE SHOWN
1 EQUIPMENT PAD
13 SCALE: N.T.S.
EXISTING CONCRETE WALL
1/2" x 5/8" DEEP
SEALANT — BOTH SIDES
(MAKE AIRTIGHT)
PREMOLDED JOINT FILLER
WRAP AROUND PIPE
CONCRETE MASONRY
WALL UNIT
2 CAULKED WALL PENETRATION
13 SCALE: N.T.S.
PRECAST CONCRETE
WALL SLAB
WALL ANCHOR PER
BUILDING MANUFACTURER
CAST—IN—PLACE
CONCRETE SLAB
SEE DETAIL 6/22
J I UIVt " T
GEOTEXTILE FABRIC
CAROLINA FOREST PUMP STATION
IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA
4I CONCRETE RAMP
13 SCALE: N.T.S.
SEAL:
.9
SEAL It -1
33186
M
/1111111/
FINISH GRADE
ABC SITE SURFACING
PER DETAIL 2/23
NOTES:
13.1 CONCRETE EQUIPMENT PADS AND RAMP SHALL BE SUPPLIED BY
CONTRACTOR.
13.2 HVAC UNIT SHALL BE SUPPLIED BY BUILDING MANUFACTURER AND
SHALL BE A 3.0 TON UNIT, SINGLE ZONE, MINI SPLIT SYSTEM.
13.3 FIRST AID CABINET AND FIRE EXTINGUISHER SHALL BE INSTALLED 42"
ABOVE FLOOR LEVEL.
13.4 BUILDING SHALL BE DESIGNED FOR 150MPH WINDS AND PER NORTH
CAROLINA BUILDING CODE BY A PROFESSIONAL ENGINEER LICENSED IN
NORTH CAROLINA.
13.5 CONTRACTOR SHALL ADD STONE AS NECESSARY TO BRING THE
BUILDING FINISHED FLOOR ELEVATION TO 37.5FT MSL.
13.6 ALL CONDUIT, CABLE, AND TUBING WALL PENETRATIONS SHALL BE
INSTALLED PER DETAIL 2/13,
13.7 ALL EQUIPMENT SHALL BE INSTALLED ON CONCRETE EQUIPMENT PADS
PER DETAIL 1/13.
CAULK GROOVE
SEAL PER BUILDING
2" MANUFACTURER
3/4" CHAMFER ON ALL
EXPOSED SLAB EDGES
D FINISH GRADE
D �
#57 STONE BASE
`TYPE 4 GEOTEXTILE
FABRIC
COMPACT TO 98%
STANDARD PROCTOR
3 FOUNDATION DETAIL
13 SCALE: N.T.S.
FLOOR PENETRATING PIPE
CAST—IN SCH 80 PVC
SLEEVE PIPE
CAULK ANNULAR SPACE
FOR WATERTIGHT SEAL
r—CONCRETE SLAB
Gi
N OTE:
1. SIZE CAST—IN PIPE SLEEVE TO ALLOW FOR INSTALLATION
OF FLOOR PENETRATING PIPE
5 FLOOR PENETRATION
13 SCALE: N.T.S.
CFPS ELECTRICAL BUILDING
L PLAN
MECHANICA
SHEET NUMBER
13
OF
29

3
a
0
U
U
m
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U)
0-
U
to
0
0
I
41
a�
`o
U_
a
C
0
L
a
U
U
a�
0
a
LO
0
N
i
a
c
w
I
N
U
a�
0
i
i..
60
0
r%i
0
0
N
LADDER LOGIC LEGEND
SYMBOL
DESCRIPTION
-Q-L.0-
PUSHBUTTON NC
o-
PUSHBUTTON NO
_0�
CONTACT NCTO
_0­�
CONTACT NCTC
-0�o-
CONTACT NOTO
o-
CONTACT NOTC
°
COIL
-� I-
CONTACT NO
�/-
CONTACT NC
S
CONTINUANCE
A B c
�D-
SINGLE TAP TRANSFORMER
A B c o
�o-
FUSE
LADDER LOGIC LEGEND
SYMBOL
DESCRIPTION
1
MOTOR OVERLOAD PROTECTION
¢
GROUND
}
HORN
°-
LIGHT
�( )}
ALARM LIGHT
-0 o-
PUSH TO TEST LIGHT
°
PLUG
�$¢
SOCKET
Z
PLUG AND SOCKET
�o-
SWITCH 2POS
A B c
�D-
SWITCH 3POS
A B c o
�o-
SWITCH 4POS
LADDER LOGIC LEGEND
SYMBOL
DESCRIPTION
o-
FLOAT SWITCH NO
¢
FLOAT SWITCH NC
_0 o-
PRESSURE SWITCH NO
°-
PRESSURE SWITCH NC
❑
FLOW SWITCH NO
-0 o-
FLOW SWITCH NC
°
CAM SWITCH NO
�$¢
CAM SWITCH NC
Z
EPO SWITCH NO
�o-
EPO SWITCH NC
o-
TEMPERATURE SWITCH NO
4900
TEMPERATURE SWITCH NC
LADDER LOGIC LEGEND
SYMBOL
DESCRIPTION
-0-1-.1-0-
PROXIMITY SWITCH NO
-0-20-
PROXIMITY SWITCH NC
-0�o-
SINGLE -THROW SWITCH
®
EXTERNAL TERMINAL
❑
INTERNAL TERMINAL
-0 o-
BREAKER
LUMENS
REDUCED -VOLTAGE
SOLID-STATE SOFT STARTER
WATTS
CONDUCTORS CONNECTED
t
CONDUCTORS NOT CONNECTED
\0\
MOTOR
LIGHT FIXTURE SCHEDULE
SYMBOL
DESCRIPTION
-0 o-
COLOR EM
-®-
FUSE
0
LUG(S)
ABOVE MEAN SEA LEVEL
JUNCTION OR SPLICE (WHEN
SYMBOL
LABEL
LAMP
LUMENS
CRI
WATTS
VOLTAGE
DESCRIPTION
BASIS -OF -DESIGN
4
A
LED
5000
4900
70
54
120
WALL -MOUNT LED FIXTURE, WET LISTED, CAST ALUMINUM HOUSING IWTH
LITHONIA MODEL
DEDICATED CIRCUIT
3:3 -WAY
ENCLOSED CIRCUIT BREAKER
4:4 -WAY
EQUIPMENT GROUND
LOWERCASE LETTERS
ELAPSED TIME METER
INDICATE SWITCHING
GLASS LENS AND INTEGRAL PHOTOCELL.
TWR1 LED 3 50K MVOLT PE
FLOW INDICATOR/TRANSMITTER
B
LED
4000
6600
90
64
120
4' LINEAR LED FIXTURE WITH MEDIUM DISTRIBUTION AND POLYCARBONATE
LITHONIA MODEL
HIGH
HP
HORSEPOWER
HPS
HIGH-PRESSURE SODIUM
IBC
INTERNATIONAL BUILDING CODE
IG
LENS
VAP 6000LM PCL MD MVOLT 40K 90CRI
INPUT/OUTPUT
JB
JUNCTION BOX
KW
KILOWATT
KVA
KILOVOLT -AMPERES
LFNC
EMERGENCY LIGHTING UNIT, LED, THERMOPLASTIC HOUSING WITH
LITHONIA MODEL
LEVEL INDICATOR/TRANSMITTER
C
LED
MBJ
MAIN BONDING JUMPER
-
6
120
MAIN LUGS ONLY
MSL
MEAN SEA LEVEL
N
NEUTRAL
NCSBC
NORTH CAROLINA STATE BUILDING CODE
NCDEQ
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
NEC
SELF-DIAGNOSITCS. MIN 90 MINUTE BATTERY. CIRCUIT UNSWITCHED.
ELMLT
�O
D
LED
4000
6488
70
101
120
LED POLE -LIGHT, WET LISTED, TYPE 4M DISTRIBUTION, WITH INTEGRAL
CREE MODEL
PHOTOCELL
PCP
PUMP CONTROL PANEL
PCRS
PVC -COATED RIGID GALVANIZED STEEL
PLC
PROGRAMMABLE LOGIC CONTROLLER
RGS
PHOTOCELL
BXSP-C-HT-4ME-E-40K-UL-*-R
KVA ! Fhase CKT CKT , NEUTRAL 1 CKT CKT KVA / Phase
LOAD SERVED a "� BRKRo A B co BRKR A s ��� c LOAD SERVED
33.00 - - 1P 20 1 1 I 2 1P-20 I 0.00
33;00 1P 20 -- -- SPARE
PUMP 1 �----_`..' --
1 -�3 4 i 1P-20 - 0.00 ; _ ISPARE
- - 33.00 1 P-20 5 6 -(_ 1P-20 - ? - -- O�OOSPARE
-- _-_ ._. _................... _,_-_................
............
I 33.00 - ? - 1P-20 7 ' 8 I 1P-20 0.00 - - SPARE
PUMP' 2 - 33.00- 1 P-20 9 I-10 1i P 20 3 - 0.00 -- SPARE
-- - 33.00 1 P 20 111 112 i 1 P 20 -- 0.00 SPARE
_ . 1 _
3.00 - - 1 P 20 113 14 E 1 P 20 0.00 -- -- SPARE
_
PANEL 'L1' (- - 3_.1_0 _ __ 1 P-20 _ a15 16 1 1P-20 0.00P ARE __ _........................
1 - - 2.98 1 P 20 17 18 1 P 20 - -- 0.00 =SPARE
__--_------- __... _.......... ___......_ .._._....._................... __ .. ..._---- --------- ------ 1 __ _..................., _..... _............-_ _ ....... ..-._�. _----_____ ___._...._._ ___..______._., ...........
SUB TOTAL 69.00 69 10 68.98 0.00 0.00 0.00 SUB TOTAL
___.... ..-.. �... _.._.. _._ � _
69.00 69.10 68.98 TOTAL
C/B TEMP. 75 C. RATING 277 480 V 3 PH 4 WIRE CONNECTED KVA NEC DEM DEMAND KVA
LOAD TYPE ____ ..._.___........
MOUNTING SURFACE A B C FACTOR A B C
ISOLATED GROUND BUS NO GENERAL LIGHTING 1.82 0.00 0.10 125% 2.28 0.00 0.13
_ _. - w_ _.� _ _ .__..� -_._ ........
MAIN CIRCUIT BREAKER NO GENERAL USE <=10 KVA@100%: 0.18 0.72 0.00
0.18 0.72 3 0.00 >1oKVA 0.00 0.00 0.00
SERVICE ENTR. RATED NO RECEPT @50%
®-�
MINIMUM AIC (K AMPS) 22 MOTORS AND J LARGEST i 33.00 33 00 33 00 125% 41 25 41 25 41.25
--_ _ __ ... __;...__ .. _....__ ._.....
__._._�_
MCB RATING MLO EQUIPMENT ;ALL OTHERS 1 33 00 34 83 34 83 1 100% 33 00 34 83 34.83
.. __ _. _�_.-__._ _�_-.. .. _...._- _ _ .___£___..__.. o ._....__..... _ .. _..-... ______
BUS RATING 400A ELECTRIC HEAT I 0.00 0.25 1 1.00 125/° 0.00 0.31 1.25
NEUTRAL RATING 100%0.05_._.. __.
EQUIPMENT 1.00 0.30 0.05 100% 1 00 0 30 -0.05_
0.00 0.� 0.00 100% 0.00 - b-,00�0.00
_ _ _ _. _ _._ __. _ __ ___. -�-_ ,.--.---
....... ..__.._-....... ___-_._..__.______......___-_
0.00 0.00 0.00 125% 0.00 0 00 0.00
TOTAL KVA PER PHASE; 69.00 69.10 68.98 i 77.71 77.41 77.51
TOTAL DEMAND AMPERES PER PHASES 281 279 i 280
PANEL M"
U
0 A Raleigh, NC
>
o Indianapolis, IN
J Pittsburgh, PA
Virginia Beach, VA
CFort Collins, CO
Consulting Group, PA
www.acg-pa.com [phone]
cn NC Licence # C-1848
.,I Apogee Project # 15-006
a�
m�t
C
0
a
U
PANEL / FEEDER (TOTAL KVA
(TOTAL KVA) X 1000 = TOTAL AMPS
VOLTS X 1.732
M] No. REVISIONS DATE BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
+; for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
a written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
a Associates, Inc.
232.
280
Ki ley))) Horn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM
ELECTRICAL SYMBOL LEGEND
SYMBOL
DESCRIPTION
-0 o-
CIRCUIT BREAKER
-®-
FUSE
0
LUG(S)
ABOVE MEAN SEA LEVEL
JUNCTION OR SPLICE (WHEN
AUTOMATIC TRANSFER SWITCH
ASSOCIATED WITH POWER)
OMETER
BFG
BELOW FINISHED GRADE
C
CONDUIT
TRANSFORMER
-I I-
CONTACTOR
QCs
MOTOR OVERLOAD DEVICE
\0\
MOTOR
1
GROUND
COPPER
RECEPTACLE
DEEP
SWITCH
DEDICATED CIRCUIT
3:3 -WAY
ENCLOSED CIRCUIT BREAKER
4:4 -WAY
EQUIPMENT GROUND
LOWERCASE LETTERS
ELAPSED TIME METER
INDICATE SWITCHING
O
GROUND ROD
FLOW INDICATOR/TRANSMITTER
GROUND BOND (WHEN
FLEXIBLE METAL CONDUIT
ASSOCIATED WITH GROUNDING)
-G -G -G-
GROUND CONDUCTOR
- - - -
UNDERGROUND CONDUIT
PANEL 'Ll'
KHA PROJECT
015567007
DATE
4/6/2017
SCALE AS SHOWN
DESIGNED BY SCB
DRAWN BY SCB
CHECKED BY JDC
PANEL 11 / FEEDER (TOTALyKV�
(TOTAL KVA) X 1000 = TOTAL AMPS
VOLTS X 1.732
CAROLINA FOREST PUMP STATION
IMPROVEMENTS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT CITY OF
JACKSONVILLE, NORTH CAROLINA SEAL:
10.791
A
AMP
AFG
ABOVE FINISHED GRADE
AFF
ABOVE FINISHED FLOOR
AIC
AMPS INTERRUPTING CAPACITY
AMSL
ABOVE MEAN SEA LEVEL
ATS
AUTOMATIC TRANSFER SWITCH
AWG
AMERICAN WIRE GAUGE
BFG
BELOW FINISHED GRADE
C
CONDUIT
CB
CIRCUIT BREAKER
C&I
CONTROLS AND INDICATION
CIP
CAST -IN-PLACE
CKT
CIRCUIT
CU
COPPER
D
DEEP
DED
DEDICATED CIRCUIT
ECB
ENCLOSED CIRCUIT BREAKER
EG
EQUIPMENT GROUND
ETM
ELAPSED TIME METER
EX
EXISTING
FIT
FLOW INDICATOR/TRANSMITTER
FMC
FLEXIBLE METAL CONDUIT
GEC
GROUNDING ELECTRODE CONDUCTOR
GEN
GENERATOR
GFCI, GF]
GROUND FAULT CIRCUIT INTERRUPTER
H
HIGH
HP
HORSEPOWER
HPS
HIGH-PRESSURE SODIUM
IBC
INTERNATIONAL BUILDING CODE
IG
ISOLATED GROUND
1/0
INPUT/OUTPUT
JB
JUNCTION BOX
KW
KILOWATT
KVA
KILOVOLT -AMPERES
LFNC
LIQUID -TIGHT NON-METALLIC CONDUIT
LIT
LEVEL INDICATOR/TRANSMITTER
MANF
MANUFACTURER, MANUFACTURER -RECOMMENDED
MBJ
MAIN BONDING JUMPER
MCB
MAIN CIRCUIT BREAKER
MLO
MAIN LUGS ONLY
MSL
MEAN SEA LEVEL
N
NEUTRAL
NCSBC
NORTH CAROLINA STATE BUILDING CODE
NCDEQ
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
NEC
NATIONAL ELECTRICAL CODE
NFPA
NATIONAL FIRE PROTECTION ASSOCIATION
NTS
NOT TO SCALE
OC
ON CENTER
OCP
OVERCURRENT PROTECTION
PIT
PRESSURE INDICATOR/TRANSMITTER
PC
PHOTOCELL
PCP
PUMP CONTROL PANEL
PCRS
PVC -COATED RIGID GALVANIZED STEEL
PLC
PROGRAMMABLE LOGIC CONTROLLER
RGS
RIGID GALVANIZED STEEL (CONDUIT)
RMC
RIGID METAL CONDUIT
RTU
REMOTE (OR RADIO) TELEMETRY UNIT
SCADA
SUPERVISORY CONTROL AND DATA AQUISITION
SE
SERVICE ENTRANCE
sKVA
STARTING KILOVOLT -AMPERES
SPD
SURGE PROTECTION DEVICE
SSBJ
SUPPLY-SIDE BONDING JUMPER
SST
STAINLESS STEEL
STP
SHIELDED TWISTED PAIR
TDD
TOTAL DEMAND DISTORTION
TYP
TYPICAL
UL
UNDERWRITERS LABORATORIES
LINO
UNLESS NOTED OTHERWISE
UPS
UNINTERRUPTIBLE POWER SUPPLY
UTP
UNSHIELDED TWISTED PAIR
VFD
VARIABLE FREQUENCY DRIVE
W
WIRE
WP
WEATHERPROOF
WWJB
WET WELL JUNCTION BOX
XFMR
TRANSFORMER
CONDUCTOR COLOR SCHEDULE
PHASE
208/120V
240/120V
DELTA
HIGH -LEG
480/277V
A
BLACK
BLACK
BROWN
B
RED
ORANGE
ORANGE
C
BLUE
BLUE
YELLOW
N
WHITE
WHITE
GRAY
G
BARE OR GREEN
C&I CONDUCTOR COLOR SCHEDULE
SYSTEM
COLOR
DC POWER
POSITIVE
RED
NEGATIVE
BLACK
DC CONTROL
BLUE
120VAC
CONTROL
SINGLE CONDUCTORS
RED
INTERLOCK CONDUCTORS
YELLOW
240VAC CONTROL
ORANGE
CARO
Q)
33867/7
"I cO, F�� I NEE-
ELECTRICAL NOTES:
1. SERVICE SHALL BE 480Y/277V, 3-PHASE, 4 -WIRE.
2. APPLY FOR UTILITY SERVICES FOR THE OWNER, AND COORDINATE
WITH THE ELECTRIC UTILITY FOR EXACT TRANSFORMER LOCATION,
METERING REQUIREMENTS, AND SERVICE ROUTING.
3. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS
REQUIRED TO INSTALL AND TEST, COMPLETE AND READY FOR
OPERATION, ALL ELECTRICAL WORK AS SHOWN ON THE CONTRACT
DOCUMENTS.
4. ALL ELECTRICAL DEVICES, MATERIALS, FIXTURES, EQUIPMENT AND
FEEDERS SHALL BE NEW, U.L. LISTED, AND INSTALLED IN
ACCORDANCE WITH THE PROJECT SPECIFICATIONS, THE
MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES, ALL
APPLICABLE LOCAL AND STATE CODES, AMERICANS WITH
DISABILITIES ACT AND THE LATEST EDITION OF THE NATIONAL
ELECTRICAL CODE. ALL ELECTRICAL WORK SHALL COMPLY WITH
NEC, STATE, & LOCAL CODES.
5. PROTECT EXISTING UNDERGROUND UTILITIES DURING
CONSTRUCTION.
6. COORDINATE WORK WITH ALL OTHER TRADES PRIOR TO
CONSTRUCTION/INSTALLATION IN ORDER TO AVOID CONFLICT
DURING CONSTRUCTION.
7. UNLESS NOTED OTHERWISE, USE COPPER CONDUCTORS WITH 600V
THWN-2 OR XHHW-2 INSULATION RATED FOR 90°C IN WET
LOCATIONS.
8. NEUTRAL CONDUCTORS SHALL HAVE WHITE OR GRAY INSULATION
OR BE IDENTIFIED AS PER NEC 200.6. EQUIPMENT GROUND
CONDUCTORS SHALL BE BARE, HAVE GREEN INSULATION, OR BE
IDENTIFIED AS PER NEC 250.119.
9. UNGROUNDED CIRCUIT CONDUCTORS SHALL BE IDENTIFIED
ACCORDING TO THE CONDUCTOR COLOR SCHEDULE ON THIS SHEET.
CONDUCTORS 4 AWG AND LARGER MAY BE BLACK IF IDENTIFIED BY
COLORED TAPE AT ALL TERMINATION, CONNECTION, AND SPLICE
POINTS.
10. ALL DEVICE TERMINATIONS SHALL BE RATED AT 75 DEGREES C.
11. PROVIDE PULL BOXES AS NEEDED TO ENSURE NO GREATER THAN
360 DEGREES OF BENDS BETWEEN PULL POINTS IN CONDUIT RUNS.
12. CIRCUITRY TO SWITCHES, RECEPTACLES, AND ALL OTHER DEVICES
SHALL BE TERMINATED ON THE DEVICE'S SCREW TERMINALS.
13. GROUND RODS SHALL BE COPPER -CLAD STEEL, 10'-0" x 3/4"0.
14. ALL PANELS SHALL HAVE TYPED, COMPLETED DIRECTORIES
INDICATING EQUIPMENT SERVED, OR SPARE, OR SPACE. ALL PANELS
SHALL HAVE PHENOLIC IDENTIFICATION LABEL TAG WITH PANEL
NAME, VOLTAGE, AND POWER SOURCE.
15. ALL FEEDERS AND CIRCUITRY SHALL BE TORQUED PER THE PANEL,
BREAKER, AND/OR PARTICULAR EQUIPMENT MANUFACTURER'S
SPECIFICATIONS.
16. MANUFACTURERS' NAMES AND MODEL NUMBERS ARE GIVEN FOR
DESCRIPTIVE PURPOSES TO INDICATE A QUALITY STANDARD AND
ARE NOT INTENDED TO LIMIT PRODUCTS TO A PARTICULAR
MANUFACTURER. PRODUCTS DEEMED EQUAL AND APPROVED BY
THE OWNER WILL BE ACCEPTED.
17. UNO, ALL GROUNDING ELECTRODE SYSTEM CONDUCTORS SHALL BE
2 AWG SOLID BARE TINNED COPPER.
18. IN CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE
CONTRACT DOCUMENTS, THE BETTER QUALITY, MORE STRINGENT
REQUIREMENTS, OR GREATER QUANTITY OF WORK, AS DETERMINED
BY THE OWNER, SHALL BE PROVIDED.
19. LINO, UNDERGROUND CONDUIT SHALL BE SCH 80 PVC. ALL CONDUIT
SHALL TRANSITION TO RGS OR PCRS PRIOR TO RISING. ALL CONDUIT
RISING TO WWJB AND ENTERING WET WELL SHALL BE PCRS. ALL
CONDUIT WITHIN BUILDING SHALL BE EMT. UNO, ALL OUTDOOR,
ABOVE -GRADE CONDUIT SHALL BE RGS.
20. PROJECT SITE MEETS THE CRITERIA OF NEC 682 "ADJACENT
TO ... BODIES OF WATER." WORK SHALL COMPLY WITH REQUIREMENTS
OF NEC 682.
20.1. 100 -YEAR FLOOD ELEVATION IS 35' AMSL. ELECTRICAL DATUM
PLANE IS 37' AMSL.
20.2. LINO, ALL ELECTRICAL EQUIPMENT, ENCLOSURES, WIRING
DEVICES, OR CONNECTIONS, NOT INTENDED FOR OPERATION
WHILE SUBMERGED SHALL BE LOCATED NOT LESS THAN 38'
AMSL (12" ABOVE THE DATUM).
20.3. HOT BOX RECEPTACLE, LOCATED BELOW THE ELECTRICAL
DATUM PLANE, SHALL HAVE GFCI PROTECTION LOCATED AT
LEAST 12" ABOVE THE DATUM.
SHORT CIRCUIT, OCP COORDINATION
AND ARC -FLASH HAZARD NOTES:
1. PROVIDE OR PERFORM THE FOLLOWING ITEMS OR ACTIONS FOR
SHORT CIRCUIT CALCULATIONS, OVERCURRENT PROTECTIVE DEVICE
COORDINATION, AND ARC FLASH INCIDENT ENERGY ANALYSIS.
1.1. OBTAIN FROM THE ENGINEER A LIST OF DATA REQUIRED
FROM THE UTILITY COMPANY TO PERFORM CALCULATIONS.
CONTACT UTILITY COMPANY TO OBTAIN THE DATA. SUBMIT
THE DATA PRIOR TO OR ALONG WITH ELECTRICAL EQUIPMENT
(INCLUDING ALL OVERCURRENT DEVICES) AND GENERATOR
SUBMITTALS.
1.2. SET OVERCURRENT PROTECTIVE DEVICES AS DIRECTED BY
THE ENGINEER.
1.3. PROVIDE ARC FLASH HAZARD LABELS FOR EACH PIECE OF
ELECTRICAL EQUIPMENT. LABEL SIZE, TYPE, FORMAT, AND
DATA SHALL BE AS DIRECTED BY THE ENGINEER IN
CONSULTATION WITH THE OWNER'S SAFETY PROCEDURES.
2. PROVIDE AVAILABLE FAULT CURRENT SIGNAGE ON THE SERVICE
DISCONNECT ACCORDING TO NEC 110.24.
3. ENSURE AIC RATINGS OF ALL EQUIPMENT EXCEED AVAILABLE FAULT
CURRENT.
SHEET NUMBER
ELECTRICAL GENERAL NOTES, 14
LEGENDS, AND SCHEDULES of
29

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cn NC Licence
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Raleigh, NC
Indianapolis, IN
Pittsburgh, PA
Virginia Beach, VA
Fort Collins, CO
[phone]
# C-1848
ct # 15-006
DE
DEMO �
JUNC
DEMO PUMP CABLE DUCTS
PENETRATIONS M/
RE -USED. GROUT AND
UNUSED PENETRAT
F
COORDINATE WITH UTILITY
TO DEMO OR RE-ROUTE
BOTH SERVICES
WET WELL
DEMO SINGLE -LINE
NTS
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ao No. REVISIONS DATE BY
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
+; for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
a written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
EL Associates, Inc.
i
/
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DEMO RECEPTACLE AND CONDUCTORS. i
CONDUIT STUB -UP AND BOX TO REMAIN.
a INTERCEPT CONDUIT AND RE-ROUTE.
I rr __- r --------/i
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fDEMO ELECTRICAL RACK
AND ALL EQUIPMENT ANC
DEMO MOTOR AND i i APPURTENANCES
DEMO EXISTING DUCTS INTO WET WELL. -— C&I CIRCUITS
PENETRATIONS MAY BE RETAINED FOR RE -USED. I I
-- I I
GROUT AND SEAL UNUSED PENETRATIONS. I L______________
r-----------------
DEMO WET WELL
JUNCTION BOX DEMO FLOW ,I
METER CABLING
� I I
' DEMO GENERATOR FEEDERS,
/ I I BRANCH CIRCUIT, AND C&I
/ I 1
DEMO GENERATOR
I I
I I
L_________ -
ELECTRICAL SITE DEMOLITION PLAN
1"=10'
■
015567007 CAROLINA FOREST PUMP STATION
DATEKimley)))Horn 4/6/2017 IMPROVEMENTS
© 2016 KIMLEY—HORN AND ASSOCIATES, INC. SCALE AS SHOWN PREPARED FOR
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701 DESIGNED BY SCB PUBLIC SERVICES DEPARTMENT CITY OF
PHONE: [phone] FAX: [phone] DRAWN BY SCB JACKSONVILLE NORTH CAROLINA
NC LICENSE F-0102 WWW.KIMLEY—HORN.COM CHECKED BY JDC
SEAL:
��•��N CARO'*,
�` O •'FESS/� �
-----------
COORDINATE WITH UTILITY TO DEMO
OR RE-ROUTE SERVICE LATERALS
AND SERVICE EQUIPMENT
33867,C/D%7
11 n u u ►v�`
DEMOLITION NOTES
1. OFFER DEMOLISHED EQUIPMENT AND COMPONENTS TO THE OWNER
AS SALVAGE PRIOR TO DISPOSAL.
2. UNO, ALL UNDERGROUND CONDUCTORS AND METALLIC CONDUIT
SHALL BE DEMOLISHED COMPLETELY. UNDERGROUND NON-METALLIC
CONDUIT MAY BE ABANDONED BELOW GRADE.
ELECTRICAL DEMO PLAN
SHEET NUMBER
15
OF
29

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✓✓ COORDINATE WITH
UTILITY REQUIREMENTS
BOND TO FENCE POST
DOMESTIC
WATER LINE
BOND TO HOT BOX
RECEPTACLE
GROUND PER POLE DETAI
BOND TO EACH CIP HANDRAIL ANCHOR
TIE HANDRAIL ANCHORS WITHIN
CONCRETE SUCH THAT THEY ARE
ELECTRICALLY CONTINUOUS
GROUND STRAP AROUND
GATE HINGE
GEC
\_ BOND TO WWJB RACK
BOND TO GENERATOR
GROUNDBAR
HIGH WATER ALARM
LIGHT AND HORN
9' AFG
1 "=10'
3P -30A DISCONNECT
NEMA 3R _.......,..,_.
CIRCUIT CONDENSING UNITGFI CONDENSING
PER PANEL SCHEDULEWp UNIT
NOTE: ALL FLOOR -STANDING EQUIPMENT SHALL
PANEL'H1' PANEL'L1' BE PROVIDED WITH A 6" HOUSEKEEPING PAD.
XFMR'T1' BUILDING FINISHED FLOOR SHALL BE 37.5' aMSL.
SEE GENERAL NOTES REGARDING FLOOD '
GENERATOR ELEVATION.
BATTERY CHARGER
AND REMOTE � LIGHT SWITCH
ANNUNCIATOR (FOR TYPES A AND B LIGHTS)
ATS
GENERATOR DISCONNECT B B DC A
C DC
DISCONNECT ISCONNECT DOOR CONTACTS
(TO RTU)
CIRCUIT FAN COIL UNIT TO CONDENSING
-Yl Ilk IIT r'ICM AAA AIC IAI C'Tr)1 lf­rll k I n
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o Raleigh, NC
vIndianapolis, IN
-J Pittsburgh, PA
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cn NC Licence # C-1848
+, Apogee Project # 15-006
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a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
,, for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
a written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
E: Associates, Inc.
10=1'
Kimley)))Horn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KlMLEY-HORN.COM
KHA PROJECT
015567007
DATE
4/6/2017
SCALE AS SHOWN
DESIGNED BY SCB
DRAWN BY SCB
CHECKED BY JDC
0
UTILITY TRANSFORMER. I
PROVIDE CONCRETE PAD.
COORDINATE WITH UTILITY. I
I
SERVICE LATERALS I
POLE LIGHT
(FIXTURE TYPE D)
SEE DETAIL 4/17
PROVIDE WP HOT BOX RECEPTACLE.
HOTBOX LIGHT, HOT BOX, AND SERVICE
RECEPTACLE SHALL NOT BE GFI. RECEPTACLE I \
PROVIDE GFI CB FOR CIRCUIT. SEE \
PANEL SCHEDULE. \
SERVICE RECEPTACLE \
i
\ \ I \I
WET WELL JUNCTION BOXES I \
SEE DETAIL 3/17 I \
I ELECTRICAL BUILDING
MOTOR POWER AND C&I I / SEE 3/16
\ I I
IMOTOR POWER AND C&I I
WET WELL C&I I I
1
ELECTRICAL SITE PLAN
1 "=5'
CAROLINA FOREST PUMP STATION
IMPROVEMENTS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT CITY OF
JACKSONVILLE, NORTH CAROLINA
SEAL:
CARo
33867 �6� 0 7
ELECTRICAL SITE PLAN &
DETAILS
SHEET NUMBER
16
OF
29

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20'
24"
�— FIXTURE PER
DRAWINGS
SUNLIGHT
RESISTANT WIRE
WEATHERHEAD
CLASS 5 TREATED
WOOD UTILITY POLE
3/4" PCRS
WEATHERPROOF BOND GROUND
SWITCH IN CAST TO BOX
METAL BOX
2 AWG BARE TINNED CU
481 STAPLED TO POLE
3/4" PCRS RISER
AND BEND
� GRADE
CIRCUIT PER 1" PVC
PANEL SCHEDULE
2-12 AWG }
12 AWG EG
POLE LIGHT
NTS
U
0
Raleigh, NC
a
Indianapolis, IN
J
Pittsburgh, PA
Virginia Beach, VA
o -Fort
Collins, CO
Consulting Group, PA
+;
WWW.acg-pa.com
[phone]
cn
NC Licence # C-1848
Apogee Project # 15-006
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GROUND ROD PER
GROUND ROD DETAIL
u MIN 10% TOTAL
POLELENGTH
PLUS 24"
i
0
ao No. REVISIONS DATE BY
-a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
+; for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
o written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
0 Associates, Inc.
PER NFPA 820-2016, TABLE 4.2.2, ROW 16, INTERIOR OF WET WELL AND
AREA WITHIN 36" OF WET WELL VENT COMPRISE A HAZARDOUS
(CLASSIFIED) LOCATION, CLASS I, GROUP D, DIVISION 1.REMAINDER OF
SHADED AREA SHOWN COMPRISES A HAZARDOUS (CLASSIFIED)
LOCATION, CLASS I, GROUP D, DIVISION 2. INSTALLATION WITHIN
THESE AREAS SHALL COMPLY WITH NEC ART. 501.
i
18" FROM DUCT
CABLE DUCT SEALED WITH PUTTY _ f
36" FROM EDGE OF HATCH / 60" FROM VENT \
HATCH WET WELL VENT
GRADE TO r—
�:
18" ABOVE HATCH `
WET WELL
PER NFPA 820-2016, TABLE 4.2.2, ROWS 31 AND 36, INTERIOR OF VALVE OR
METER VAULT AND AREA WITHIN 36" OF ASSOCIATED VENT COMPRISE A
HAZARDOUS (CLASSIFIED) LOCATION, CLASS I, GROUP D, DIVISION 2.
INSTALLATION WITHIN THESE AREAS SHALL COMPLY WITH NEC ART. 501.
HATCH
(HAZARDOUS LOCATION DOES NOT
EXTEND ABOVE THE HATCH)
f 36" FROM VENT
VENT
I �
GRADE
GRADE
VALVE OR METER VAULT
Rol INnAPIPIQ nF KIP:r- PA70Rnnl IC trl O_(ZQ1Pir:m I nrAT1nK1(Z
NTS
NEATLY TRAIN ALL PERMANENT WIRING IN EACH BOX AND
TIE TO BACKBOARD WITH CABLE TIES. REPLACEABLE
CABLES TO WET WELL SHALL NOT BE BUNDLED TOGETHER.
TERMINATE VFD CABLE PER CABLE MANUFACTURER'S DIRECTION (TYP)
PROVIDE GROUND BAR(S) (TYP) PROVIDE MOTOR
4" TYP mKini Ir..TnP TFRKAINIAI
4"
TYP
PROVIDE TERMINAL BLOCKS FOR
EACH MOTOR SENSOR
CONDUCTOR. PROVIDE MIN 2
SPARE.
PROVIDE SST SEALING CORD CONNECTOR
WITH SST KELLUM GRIP FOR EACH CABLE.
POSITION EACH CABLE DUCT TOWARD THE
FRONT OF EACH BOX TO ALLOW FOR EASIER
PULLING. PROVIDE CONDUIT SEAL -OFF. DO
NOT POUR SEALING COMPOUND (CHICO).
PROVIDE NON -HARDENING DUCT SEAL ON
TOP OF THE SEAL -OFF TO SEAL ENTRY.
SEALING COMPOUND SHALL BE IDENTIFIED
TO BE WATER PROOF AND TO LIMIT THE 48 "
PASSAGE OF VAPORS. I
WET WELL JUNCTION BOX NOTES
1. POWER CONDUIT DUCT SIZES AND FILL PER
SINGLE -LINE DIAGRAM
2. C&I CONDUIT AND DUCT SIZES PER C&I DIAGRAM.
3. TERMINALS SHALL BE FINGER -SAFE
(PLASTIC -ENCLOSED) AND SHALL BE IDENTIFIED TO BE
CORROSION -RESISTANT
4. BOXES AND TERMINALS SHALL BE PROVIDED AND
ASSEMBLED BY THE CONTROLS CONTRACTOR,
FOLLOWING INDUSTRIAL CONTROL PANEL
FABRICATION PRACTICES.
PROVIDE TERMINAL BLOCKS FOR EACH
C&I CONDUCTOR. PROVIDE MIN 4 SPARE
TERMINALS IN EACH BOX
PROVIDE GROUND BAR(S).
PROVIDE MIN 4 SPARE
TERMINALS.
PROVIDE WELDED RIGID FRAME OF
2"x2"x3/16" SQUARE SST TUBE.
PROVIDE NEMA 4X SST BOX, SIDE
HINGED. SIZE AS REQUIRED FOR
MINIMUM WIRE BEND RADII.
PROVIDE MANUFACTURER -RECOMMENDED
TERMINAL BLOCK FOR LEVEL TRANSDUCER
CABLE
PROVIDE GFI SERVICE RECEPTACLE
WP IN -USE CAST METAL COVER
vvCLL I Yr)
CONDUITS TO
ELECTRICAL BUILDING
(TYP)
WET WELL JUNCTION BOXES
NTS
KIMI Horn
ey
© 2016 KIMLEY—HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY—HORN.COM
KHA PROJECT
015567007
DATE
4/6/2017
SCALE AS SHOWN
DESIGNED BY SCB
DRAWN BY SCB
CHECKED BY JDC
PROVIDE HORIZONTAL AND VERTICAL SST UNISTRUT
MEMBERS AS REQUIRED TO SUPPORT CONDUITS AND BOXES
TOP OF WET WELL
ANCHOR SECURELY TO SIDE OF WET
WELL WITH SST EXPANSION BOLTS
GRADE
CAROLINA FOREST PUMP STATION
IMPROVEMENTS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT CITY OF
JACKSONVILLE, NORTH CAROLINA SEAL:
6" MIN
12" MAX
MIN 6" WIDE YELLOW METALLIC
DETECTIBLE WARNING TAPE WITH BLACK
LETTERS WHICH SHALL READ "CAUTION:
ELECTRIC LINE BURIED BELOW"
POWER CONDUIT (TYP)
TRENCH DETAIL
NTS
GROUND ACCESS WELL WITH CAP -�
GRADE
EXOTHERMIC WELD WITH
TWO COATS COLD
GALVANIZED PAINT
SRC No. 6 AGGREGATES OR
SRC -6 CRUSH RUN
WELLS SHALL BE TIER 15 MIN.
WHERE INSTALLED IN AREAS
SUBJECT TO VEHICULAR
TRAFFIC, AASHTO H-20.
GROUND ROD
NTS
EQUIPMENT GROUNDING BAR
SUPPLY-SIDE BONDING JUMPER (SSBJ)
SIZE PER SINGLE -LINE
BOND ALL METAL RACEWAYS (TYP)
DEGREES
ANGLE AWAY FROM
BUILDING OR PAD WHERE
POSSIBLE
NON-METALLIC CONDUIT (PVC OR LFNC)
WITH GROUNDING ELECTRODE TO
EQUIPMENT
3/4" Ox10' COPPER -CLAD STEEL GROUND
ROD
8' MIN SHALL BE IN DIRECT CONTACT
WITH SOIL
MAIN BONDING JUMPER (MBJ)
SERVICE BY SE -RATED EQUIPMENT MANUFACTURER
DISCONNECT
(SE RATED)
NEUTRALBAR
GROUNDING ELECTRODE CONDUCTOR (GEC)
I N SIZE PER SINGLE -LINE
TO UTILITY
GROUNDING NOTES
1. ALL GROUNDING CONDUCTORS SHALL BE 2 AWG SOLID
BARE TINNED COPPER UNLESS NOTED OTHERWISE ON
PLANS.
2. ALL ABOVE -GRADE GROUNDING CONDUCTORS SHALL BE
SLEEVED IN 3/4" PVC OR LFNC TO BELOW GRADE.
SERVICE -ENTRANCE GROUNDING
NTS
ELECTRICAL DETAILS
GROUND ROD (TYP)
SIZE AND QTY PER DRAWINGS
AND SPECIFICATIONS
SHEET NUMBER
17
OF
29

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MOTOR CONTROLLER NOTES
1. MOTOR CONTROLLER SHALL HAVE DEFEATABLE
INTERLOCK TO PREVENT OPENING DOOR WHILE HANDLE
IS IN THE'ON' POSITION.
2. PROVIDE TEMPERATURE SENSOR WITHIN ENCLOSURE
WITH ADJUSTABLE HIGH TEMP ALARM WITH DRY
CONTACTS FOR ALARM MONITORING.
VFD MOTOR CONTROLLER
NTS
U
PID SPEED CMD
POWER AVAILABLE
0
PID PUMP RUN CMD
W
0
FROM PID CONTROLLER
/ \
PUMP IN AUTO
oox
HOA
CR10
LEAD/LAG PUMP RUN CMD
"®A HMI
af
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PUMP RUNNING D
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/G\
Apogee Project # 15-006
a�
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MOTOR OVER TEMP
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HOA CR10
/ \
� PUMP AVAILABLE
LEAD/LAG CONTROLLER
SEAL FAIL
\ / ELAPSED
/0\ TIME METER
LOW LEVEL D
\O/
R
RESET
O
LOW LEVEL OVERRIDE
O
VFD MOTOR CONTROLLER
NTS
U
PID SPEED CMD
PUMP1
0
PID PUMP RUN CMD
Raleigh, NC
0
FROM PID CONTROLLER
Indianapolis, IN
PUMP IN AUTO
oox
Pittsburgh, PA
Virginia Beach, VA
CR10
LEAD/LAG PUMP RUN CMD
Fort Collins, CO
af
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Consulting Group, PA
ENCLOSURE
+;
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[phone]
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NC Licence # C-1848
TO PID CONTROLLER
Apogee Project # 15-006
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p This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
+; for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
o written authorization and adaptation by Kimley–Horn and Associates, Inc. shall be without liability to Kimley–Horn and
FE Associates, Inc.
120 VAC
VFD
PHASE MONITOR &
DC POWER SUPPLY
(+) (-)
24VDC
POWER AVAILABLE
/ W \ LOW LEVEL OVERRIDE
I
CR1
U HOA CR5 CR6 CR9
H 0 A
TDR1 TDR1 xox
CRI CR5 CR6
0-5s
HOA CR2
H 0 A
Z
x0oCR10
ORSTAT CR4
RESET
I
CR4 CR5
CR11
RESET CR11 CR5 OVER TEMP
SEAL FAIL SENSOR CR6
PUMP RUNNING
COORDINATE WITH PUMP SUPPLIER FOR \ /
SEAL FAIL SENSOR REQUIREMENTS. SEAL FAIL
CR9 LOW LEVEL
'iR\ CR2
LOGIC SHOWN DESCRIBES FUNCTION ONLY. ACTUAL LOGIC
SHALL BE DETERMINED BY CONTROLLER MANUFACTURER. HOA CR8
COORDINATE AND VERIFY ALL REQUIREMENTS WITH H o A
SCADA/CONTROLS PROVIDER. Dox
C R7
CR11
PID SPEED CMD
PUMP1
SCADA RESET
PID PUMP RUN CMD
FROM PID CONTROLLER
HOA
FROM PID CONTROLLER
" o A a
PUMP IN AUTO
oox
TO PID CONTROLLER
CR10
LEAD/LAG PUMP RUN CMD
PUMP OK
TO PID CONTROLLER
FROM LEAD/LAG CONTROLLER
ENCLOSURE
HIGH TEMPERATURE
CR7
PID SPEED CMD
PUMP1
a
PID PUMP RUN CMD
SPEED CMD
0
(+)
FROM PID CONTROLLER
FROM PID CONTROLLER
CR8
—®
LEAD/LAG PUMP RUN CMD
FROM LEAD/LAG CONTROLLER
RUNNING SPEED
CR9
TO PID CONTROLLER
NOT LOW LEVEL
FROM LEAD/LAG CONTROLLER
HOA CR10
" ° ^
ON
� PUMP AVAILABLE
LEAD/LAG CONTROLLER
VFD CONTROL POINTS ARE
CONCEPTUAL. DRIVE PROVIDER SHALL
COORDINATE WITH THE
SCADA/CONTROLS PROVIDER.
I VFD
PERMISSIVE
RESET
VFD FAULT
MOTOR ENERGIZED
HAND RUN CMD
USER -ADJUSTABLE SPEED
BY POT OR HMI
LEAD/LAG RUN CMD
CONFIGURABLE PRESET SPEED
INITIAL SETTING: 60 Hz
PID RUN CMD
(+)
PID SPEED CMD
PUMP1
4-20mA
(GND)
161 FLA
0
(+)
RUNNING SPEED
4-20mA
(GND)
SINGLE -LINE KEYNOTES 0
1. GENERATOR FEEDERS ARE
SIZED PER 2014 NEC 445.13.
2. CONDUIT BENDS SHALL NOT BE
LESS THAN VFD CABLE
MANUFACTURER'S MINIMUM
RECOMMENDED BEND RADIUS.
PULL AND TERMINATE PER
MANUFACTURER'S
RECOMMENDATIONS.
(OCP BY EQUIPMENT
MANUFACTURER)
(TYP)
EACH VFD SHALL
MEET 2014 IEEE 519
TDD REQUIREMENTS
AT ITS INPUT
TERMINALS
KHA PROJECT
015567007 CAROLINA FOREST PUMP STATION
■
Klmley)))Horn
DATE 4/6/2017 IMPROVEMENTS
© 2016 KIMLEY—HORN AND ASSOCIATES, INC. SCALE SHOWN PREPARED FOR
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701 [D:ES1GN:EDBY SCB PUBLIC SERVICES DEPARTMENT CITY OF
PHONE: [phone] FAX: [phone] DRAWN BY SCB JACKSONVILLE NORTH CAROLINA
NC LICENSE F-0102 WWW.KIMLEY—HORN.COM
CHECKED BY JDC 7 SEAL:
WET WELL
JUNCTION BOX
SEE DETAIL 3/16
2 AWG
VFD
0
277/480V
3-PHASE
4 -WIRE
300 KVA
UTILITY
SERVICE
ECB
3P -400A
600V
SE -RATED
SEE SE
GROUNDING
DETAIL
VFD
140
�_ 140
PUMP1
PUMP2
161 FLA
161 FLA
275 kW
MIN 965 sKVA
GENERATOR
0.8 PF
(414 A)
G
Li I
2AWG
3
O
ECB
3P -400A
/l / 600V of
1 /0 AWG
ATS
N 600V 400A 3 -POLE
E
SOLID NEUTRAL
L
PANEL'H1'
480/277V 400A
(SCHEDULE ON
200 A SHEET 14)
0
200 A 30 A /Z4�
WET WELL
JUNCTION BOX
SEE DETAIL 3/16
SINGLE -LINE DIAGRAM
NTS
CARO
33867
F!t!G I NEE�.OJ�``�:
2AWG
GENERATOR NOTES
1. A GENERATOR USED IN CONJUNCTION WITH A SOLID -NEUTRAL
ATS DOES NOT COMPRISE A SEPARATELY -DERIVED SYSTEM.
DO NOT BOND NEUTRAL TO GROUND WITHIN THE GENERATOR.
2. PROVIDE A 120V OR 240V BLOCK HEATER OR WATER JACKET
HEATER AND MAINTENANCE -FREE STARTING BATTERIES WITH
INDOOR FLOAT CHARGER.
3. PROVIDE A WEATHERPROOF, LEVEL -2 SOUND -ATTENUATED
ENCLOSURE WITH HINGED DOORS TO ACCESS ALL
EQUIPMENT INSIDE.
4. PROVIDE A UL 142 STEEL, SECONDARY CONTAINMENT,
SUB -BASE FUEL TANK WITH SUFFICIENT USABLE CAPACITY TO
OPERATE UNDER FULL GENERATOR OUTPUT FOR A MINIMUM
OF 24 HOURS,
5. GENERATOR SET SHALL BE PROVIDED WITH AN OUTPUT
CONTACTOR CONTROLLED BY A LOCKABLE SWITCH.
SINGLE -LINE TAGS
1. 3-500 KCMIL
1/0 AWG NEUTRAL
3" C
2. 3-500 KCMIL
1/0 AWG NEUTRAL
3 AWG EG
3" C
3. 2 PARALLEL RUNS:
3-250 KCMIL
1/0 AWG NEUTRAL
2 AWG EG
2-1/2" C
4. 3-10 AWG
10 AWG EG
3/4" C
5. 4-6 AWG
8 AWG SSBJ
1" C
6. 3-3/0 AWG
6 AWG EG
2" C
7. 175A VFD CABLE
XFMR'T1' 2" C
480V-208Y/120V
15 KVA 8. PUMP MANUFACTURER CABLE, 3" C
�— 2 AWG
b PANEL'L1'
208/120V 100A
60A (SCHEDULE ON
SHEET 14)
SINGLE -LINE DIAGRAMS AND
SCHEDULES
SHEET NUMBER
18
OF
29

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SCADA AND C&I NOTES
1. ALL C&I CONDUCTORS IN WET WELL SHALL BE MULTI -CONDUCTOR CABLES BY
MANUFACTURER OF EQUIPMENT. CORDS SHALL BE RATED FOR HARD
SERVICE, WET LOCATIONS, OIL RESISTANT, EXTRA HARD USAGE.
2. C&I CONDUCTORS EXTERNAL TO CONTROL PANELS SHALL BE
MULTICONDUCTOR CABLES ONLY, RATED FOR DIRECT BURIAL.
3. 1-12 AWG GROUND WIRE SHALL BE PROVIDED IN EACH C&I CONDUIT, AND
SHALL BE TERMINATED AT EACH END ON THE EQUIPMENT'S GROUND BAR,
EXCEPT THOSE ENTERING WET WELL.
4. PROVIDE 20% ADDITIONAL 14/2 CABLES AS SPARE IN EACH C&I CONDUIT,
EXCEPT THOSE ENTERING WET WELL. MINIMUM (1) 14/2 SPARE. PROVIDE (1)
14/2 STP SPARE IN EACH CONDUIT WITH ANALOG CABLES.
5. PROVIDE WATERPROOF WIRE LABELS FOR EACH CONTROL CABLE AT EACH
TERMINATION.
6. EACH CONTROL PANEL AND TERMINAL BOX SHALL BE PROVIDED BY THE
CONTROLS VENDOR. AFFIX A LAMINATED WIRING SCHEMATIC OR DIAGRAM TO
THE INSIDE OF EACH DOOR. CONTROL PANELS SHALL BE UL 680A LISTED.
TERMINAL BOX ASSEMBLIES SHALL BE UL 1773 LISTED.
7. VERIFY SCADA POINTS WITH THE OWNER.
8. SCADA RTU IS PROVIDED BY THE OWNER. INSTALL OWNER -PROVIDED SCADA
PANEL ACCORDING TO DETAIL 4.
SCADA AND CONTROLS DIAGRAM TAGS
TAG
1/0
WIRE/CABLE
RACEWAY/
CONDUIT
1
A,B,C,D,E
(5) 14/3
1" C
2
B,C,D,E,F,G
(6) 14/3
1" C
3
1
(1) 14/3
1/2" C
4
J
(1)14/3
1/2" C
5
M,N,O,P
(3) 14/3
(1) 18/3 STP
1" C
6
Q,R,S,T
(3) 14/3
(1) 18/3 STP
V C
7
U,V
(2) 14/3
1" C
8
W,X
(2) 14/3
1" C
9
Y,Z,AA,BB,CC
(4)14/3
LEVEL MANF CABLE
2" C
10
U,V
PUMP MANF CABLE
3" PCRS DUCT
11
W,X
PUMP MANF CABLE
3" PCRS DUCT
12
Y
LEVEL SENSOR MANF CABLE
2" PCRS DUCT
13
K,L
(2)14/3
1" C
14
H
(1)18/3 STP
1/2" C
15
H
FLOW METER MANF CABLE
1" C
16
B,C,D,E,F,G,M,P,
T,Y,CC,DD,EE
(15)14/3 AWG
(2) 18/3 STP
(2) 2" NIPPLE
17
Z,AA,BB,CC
FLOAT MANF CABLES
2" PCRS DUCT
C&I INTERCONNECTION DIAGRAM
NTS
0
ID
Raleigh, NC
a
SIGNAL TYPE
Indianapolis, IN
J
V)
GENERATOR RUN CMD
Pittsburgh, PA
Virginia Beach, VA
DISCRETE
C
Fort Collins, CO
3
Consulting Group, PA
DISCRETE
MONITOR
www.acg-pa.com
[phone]
cn
NC Licence # C-1848
MONITOR
Apogee Project # 15-006
m
(1)14/3
DISCRETE
t
wila�
E
GENERATOR FUEL LEAK
(1) 14/3
0
a
U
SCADA AND CONTROLS I/O LIST
ID
DESCRIPTION
WIRE/
CABLE
SIGNAL TYPE
SCADA
A
GENERATOR RUN CMD
(1) 14/3
DISCRETE
C
B
GENERATOR RUNNING
(1) 14/3
DISCRETE
MONITOR
C
GENERATOR FAULT
(1)14/3
DISCRETE
MONITOR
D
GENERATOR LOW FUEL
(1)14/3
DISCRETE
MONITOR
E
GENERATOR FUEL LEAK
(1) 14/3
DISCRETE
MONITOR
F
POWER FAIL/ LOSS OF PHASE
(1) 14/3
DISCRETE
MONITOR
G
ATS FAULT
(1) 14/3
DISCRETE
MONITOR
H
FLOW
MANF CABLE
(1) 18/2 STP
ANALOG
MONITOR
I
INTRUSION DETECTED
(1) 14/3
DISCRETE
MONITOR
J
HIGH TEMPERATURE
(1) 14/3
DISCRETE
MONITOR
K
CHECK VALVE 1
(1) 14/3
DISCRETE
L
CHECK VALVE 2
(1) 14/3
DISCRETE
M
PUMP 1 FAULT
(1) 14/3
DISCRETE
MONITOR
N
PUMP 1 RUN CMD
(1) 14/3
DISCRETE
0
PUMP 1 SPEED CMD
(1) 18/2 STP
ANALOG
P
PUMP 1 RUNNING
(1) 14/3
DISCRETE
MONITOR
Q
PUMP 2 FAULT
(1) 14/3
DISCRETE
MONITOR
R
PUMP 2 RUN CMD
(1)14/3
DISCRETE
S
PUMP 2 SPEED CMD
(1)18/2 STP
ANALOG
T
PUMP 2 RUNNING
(1) 14/3
DISCRETE
MONITOR
U
PUMP 1 SEAL FAIL
(1) 14/3
DISCRETE
V
PUMP 1 OVER TEMP
(1) 14/3
DISCRETE
W
PUMP 2 SEAL FAIL
(1) 14/3
DISCRETE
X
PUMP 2 OVER TEMP
(1) 14/3
DISCRETE
Y
WET WELL LEVEL
MANF CABLE (1) 18/2 STP
ANALOG
MONITOR
Z
PUMP OFF FLOAT
MANF CABLE
(1)14/3
DISCRETE
AA
LEAD ON FLOAT
MANF CABLE (1)14/3
DISCRETE
BB
LAG ON FLOAT
MANF CABLE
(1) 14/3
DISCRETE
CC
HIGH WATER FLOAT
MANF CABLE
(1) 14/3
DISCRETE
MONITOR
DD
PID FAIL
(OPERATING ON FLOATS)
(1) 14/3
DISCRETE
MONITOR
EE
PLC GENERAL/
LOGIC FAULT
(1) 14/3
DISCRETE
MONITOR
FF
GENERATOR ENGINE WARNING
(1)14/3
DISCRETE
MONITOR
t
0
M No. REVISIONS DATE BY
p This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
+;for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
+' written authorization and adaptation by Kimley—Hom and Associates, Inc. shall be without liability to Kimley—Hom and
aAssociates, Inc.
INSTALL SCADA UNIT PER
MANUFACTURER INSTRUCTIONS.
PROGRAMMING AND
TERMINATIONS BY OWNER.
OWNER -SUPPLIED
SCADA UNIT
TERMINAL BOX
NEMA 1, SIDE- OR BOTTOM -HINGED.
C&I TERMINAL BOX
NTS
Kimley)))Horn
© 2016 KIMLEY—HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY—HORN.COM
PID SPEED CMD
ALARM
LIGHT/HORN
PID OK
PID ENABLE
PID STATION HIGH LEVEL
CONTROLLER LOW LEVEL
VFD RESET
(FROM SCADA
RTU)
(EACH VFD)
STATION PUMP
CONTROL
PANEL
H TEMPERATURE
PUMP OK
PUMP IN AUTO
RUNNING SPEED
LEAD/LAG VFD
STATION I MOTOR
CONTROLLER PUMP AVAILABLE CONTROLLER
(WATCHDOG) PID RUN CMD (EACH)
H
a~
O
JO
L.L
c�
=
OPERATING ON FLOATS
o
J
LL
J
PID RUN CMD PUMP 1
Q
J
OJ
PID RUN CMD PUMP 2
STATION PUMP
CONTROLPANEL
a
C
LL
C
S
it
H TEMPERATURE
PUMP OK
PUMP IN AUTO
RUNNING SPEED
LEAD/LAG VFD
STATION I MOTOR
CONTROLLER PUMP AVAILABLE CONTROLLER
(WATCHDOG) PID RUN CMD (EACH)
H
a~
O
JO
L.L
c�
=
Q
LJL
J
o
J
LL
J
Q
O
LJL
u -
LL
O
Q
J
OJ
WWTB
PROCESS CONTROL SIGNAL PATHS
NTS
WET WELL LEVEL AND PUMP CONTROL NOTES
LEAD/LAG CONTROLLER (SUBSYSTEM WITHIN PUMP
CONTROL PANEL). PROVIDES
1.1. RELAY LOGIC CONTROL (NO PLC)
1.2. LEAD/LAG PUMP CONTROL WITH ALTERNATION
1.3. ALTERNATE PUMPS EACH RUN CYCLE
2. PID CONTROLLER (PLC SUBSYSTEM WITHIN PUMP
CONTROL PANEL). PROVIDES
2.1. PID CONTROL BY PLC
2.2. SINGLE OR DUAL PUMPS ACCORDING TO DEMAND
2.3. MAINTAIN PUMP(S) SPEED WITHIN ACCEPTABLE
OPERATING RANGE (AOR) AT ALL TIMES.
2.4. WHEN DUAL PUMPS RUNNING, PUMPS SHALL RUN
AT SAME SPEED
2.5. PROVIDE TEMPERATURE SENSOR WITHIN
ENCLOSURE WITH ADJUSTABLE HIGH TEMP ALARM
AND WITH DRY CONTACTS FOR ALARM
MONITORING.
2.6. ALTERNATION: PUMP 1 AS LEAD ON ODD
CALENDAR DAYS. PUMP 2 AS LEAD ON EVEN
CALENDAR DAYS. ALTERNATE DAILY AT FIELD
CONFIGURABLE TIME -OF -DAY, INITIALLY SET TO
MIDNIGHT.
3. MODE SELECTOR AND PID MONITORING (WATCHDOG)
(SUBSYSTEM WITHIN PUMP CONTROL PANEL)
3.1. CONTROL MODE SELECTION (PID OR LEAD/LAG)
3.2. PID CONTROLLER FAILURE MONITORING
(WATCHDOG) WITH AUTOMATIC SWITCHOVER TO
LEAD/LAG CONTROL
3.3. INTERFACE TO SCADA RTU
3.4. LOCAL ALARM LIGHT/HORN CONTROL
4. VFD MOTOR CONTROLLER (SHEET 18). PROVIDES
4.1. PROTECTION AND CONTROL OF ASSOCIATED PUMP
4.1.1. MAINTAIN PUMP OPERATION WITHIN AOR
4.1.2. EMULATE SOFT START/STOP
4.1.3. LOSS OF POWER, PHASE UNBALANCE
PROTECTION, WITH CATCH -ON -THE -FLY FOR
BRIEF POWER INTERRUPTIONS
4.2. THREE MODES OF CONTROL: HAND MANUAL
SPEED, AUTO VARIABLE SPEED (PID), AND AUTO
FIXED SPEED.
4.3. AUTO MODES OF CONTROL BY REMOTE INPUTS
FROM PUMP CONTROL PANEL.
4.4. ALARM AND STATUS OUTPUTS
2" CONDUIT (TYP OF 2) PUMP CONTROL PANEL OPERATOR INTERFACE
TERMINALS FOR EACH C&I
CONDUCTOR, WITH 10%
SPARES
KHA PROJECT
015567007
DATE
4/6/2017
SCALE AS SHOWN
DESIGNED BY SCB
DRAWN BY SCB
CHECKED BY JDC
NTS
CAROLINA FOREST PUMP STATION
IMPROVEMENTS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT CITY OF
JACKSONVILLE NORTH CAROLINA
SEAL:
��•��N C A
S L 6W�, 7
33867
D.
C NV
n1►
LEVEL CONTROL BLOCK DIAGRAM
PID LEVEL CONTROL SYSTEM
TYPICAL PLC -BASED PID LEVEL
CONTROL SYSTEM.
INPUTS: ANALOG LEVEL
PUMP 1 IN AUTO
PUMP 2 IN AUTO
PUMP 1 OK
PUMP 2 OK
PUMP 1 SPEED
PUMP 2 SPEED
OUTPUTS: PUMP 1 RUN CMD
PUMP 2 RUN CMD
PUMP 1 SPEED CMD
PUMP 2 SPEED CMD
PID CONTROL OK
LEAD/LAG LEVEL CONTROL AND LEVEL ALARM
RELAY -BASED LEAD -LAG LEVEL CONTROL SYSTEM.
INPUTS: OFF FLOAT
LEAD FLOAT
LAG FLOAT
HIGH FLOAT
PUMP 1 AVAILABLE
PUMP 2 AVAILABLE
OUTPUTS: HIGH LEVEL (TO SCADA - FROM HIGH FLOAT)
LOCAL ALARM LIGHT, HORN
PUMP 1 LEAD/LAG RUN CMD
PUMP 2 LEAD/LAG RUN CMD
NOT LOW LEVEL (QTY 3 - 1 EACH TO SCADA
AND EACH MOTOR CONTROLLER)
MODE SELECTION AND PID CONTROLLER MONITORING
(WATCHDOG)
SELECTS BETWEEN PID AND LEAD/LAG CONTROL, PROVIDES
FAILOVER TO LEAD/LAG ON FAILURE OF THE PID SUBSYSTEM.
SEE DETAIL 2 BELOW FOR FUNCTIONAL DESCRIPTION.
DUAL -MODE LEVEL CONTROLLER BLOCK DIAGRAM
NTS
MODE SELECTION AND PID CONTROLLER MONITORING (WATCHDOG
PROVIDE THE FOLLOWING LOGIC TO SELECT BETWEEN PID AND LEAD/LAG CONTROL AND
HANDLE FAILURE OF THE PID SYSTEM. LOGIC SHOWN IS CONCEPTUAL, INTENDED TO
CONVEY FUNCTION. ACTUAL LOGIC TO BE DETERMINED BY PANEL PROVIDER IN
COORDINATION WITH THE MOTOR DRIVE PROVIDER.
LOW LEVEL FLOAT CR1
HIGH LEVEL FLOAT
PID CONTROL OK
(FROM PID SYSTEM) CR1 CR2
(PROVIDE TIME DELAYS AS REQUIRED
TO PREVENT RACE CONDITIONS)
PID ENABLE
FROM SCADA
CR2
SWITCH TO SWITCH TO
LEAD/LAG PID CR3
CR3
PUMP 1 RUN CMD CR3
(FROM PID SYSTEM)
PUMP 2 RUN CMD CR3
(FROM PID SYSTEM)
PUMP 1 RUN CMD
II
(FROM LEAD/LAG SYSTEM)
CR3
PUMP 1 RUN CMD CR3
(FROM LEAD/LAG SYSTEM)
LOGIC SHOWN DESCRIBES FUNCTION ONLY. ACTUAL LOGIC
SHALL BE DETERMINED BY CONTROLLER MANUFACTURER.
COORDINATE AND VERIFY ALL REQUIREMENTS WITH MOTOR
CONTROLLER PROVIDER AND SCADA.
CR3
OPERATING ON FLOATS
(TO SCADA)
PUMP 1 PID RUN CMD
(TO PUMP 1 CONTROLLER)
PUMP 2 PID RUN CMD
(TO PUMP 2 CONTROLLER)
PUMP 1 LEAD/LAG RUN CMD
(TO PUMP 1 CONTROLLER)
PUMP 2 LEAD/LAG RUN CMD
(TO PUMP 2 CONTROLLER)
WATCHDOG LOGIC FUNCTIONAL DIAGRAM
NTS
STATION CONTROLS &
INDICATIONS
SHEET NUMBER
19
29
POWER
W
HORN SILENCE HIGH LEVEL LOW LEVEL
R R
0(R-) 'o'
PID CONTROL LAG FLOAT LEAD/LAG CONTROL
©i ��i �Di
i i � i
SWITCH TO PID LEAD FLOAT SWITCH TO LEAD/LAG
O X0
OFF FLOAT
W
2" CONDUIT (TYP OF 2) PUMP CONTROL PANEL OPERATOR INTERFACE
TERMINALS FOR EACH C&I
CONDUCTOR, WITH 10%
SPARES
KHA PROJECT
015567007
DATE
4/6/2017
SCALE AS SHOWN
DESIGNED BY SCB
DRAWN BY SCB
CHECKED BY JDC
NTS
CAROLINA FOREST PUMP STATION
IMPROVEMENTS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT CITY OF
JACKSONVILLE NORTH CAROLINA
SEAL:
��•��N C A
S L 6W�, 7
33867
D.
C NV
n1►
LEVEL CONTROL BLOCK DIAGRAM
PID LEVEL CONTROL SYSTEM
TYPICAL PLC -BASED PID LEVEL
CONTROL SYSTEM.
INPUTS: ANALOG LEVEL
PUMP 1 IN AUTO
PUMP 2 IN AUTO
PUMP 1 OK
PUMP 2 OK
PUMP 1 SPEED
PUMP 2 SPEED
OUTPUTS: PUMP 1 RUN CMD
PUMP 2 RUN CMD
PUMP 1 SPEED CMD
PUMP 2 SPEED CMD
PID CONTROL OK
LEAD/LAG LEVEL CONTROL AND LEVEL ALARM
RELAY -BASED LEAD -LAG LEVEL CONTROL SYSTEM.
INPUTS: OFF FLOAT
LEAD FLOAT
LAG FLOAT
HIGH FLOAT
PUMP 1 AVAILABLE
PUMP 2 AVAILABLE
OUTPUTS: HIGH LEVEL (TO SCADA - FROM HIGH FLOAT)
LOCAL ALARM LIGHT, HORN
PUMP 1 LEAD/LAG RUN CMD
PUMP 2 LEAD/LAG RUN CMD
NOT LOW LEVEL (QTY 3 - 1 EACH TO SCADA
AND EACH MOTOR CONTROLLER)
MODE SELECTION AND PID CONTROLLER MONITORING
(WATCHDOG)
SELECTS BETWEEN PID AND LEAD/LAG CONTROL, PROVIDES
FAILOVER TO LEAD/LAG ON FAILURE OF THE PID SUBSYSTEM.
SEE DETAIL 2 BELOW FOR FUNCTIONAL DESCRIPTION.
DUAL -MODE LEVEL CONTROLLER BLOCK DIAGRAM
NTS
MODE SELECTION AND PID CONTROLLER MONITORING (WATCHDOG
PROVIDE THE FOLLOWING LOGIC TO SELECT BETWEEN PID AND LEAD/LAG CONTROL AND
HANDLE FAILURE OF THE PID SYSTEM. LOGIC SHOWN IS CONCEPTUAL, INTENDED TO
CONVEY FUNCTION. ACTUAL LOGIC TO BE DETERMINED BY PANEL PROVIDER IN
COORDINATION WITH THE MOTOR DRIVE PROVIDER.
LOW LEVEL FLOAT CR1
HIGH LEVEL FLOAT
PID CONTROL OK
(FROM PID SYSTEM) CR1 CR2
(PROVIDE TIME DELAYS AS REQUIRED
TO PREVENT RACE CONDITIONS)
PID ENABLE
FROM SCADA
CR2
SWITCH TO SWITCH TO
LEAD/LAG PID CR3
CR3
PUMP 1 RUN CMD CR3
(FROM PID SYSTEM)
PUMP 2 RUN CMD CR3
(FROM PID SYSTEM)
PUMP 1 RUN CMD
II
(FROM LEAD/LAG SYSTEM)
CR3
PUMP 1 RUN CMD CR3
(FROM LEAD/LAG SYSTEM)
LOGIC SHOWN DESCRIBES FUNCTION ONLY. ACTUAL LOGIC
SHALL BE DETERMINED BY CONTROLLER MANUFACTURER.
COORDINATE AND VERIFY ALL REQUIREMENTS WITH MOTOR
CONTROLLER PROVIDER AND SCADA.
CR3
OPERATING ON FLOATS
(TO SCADA)
PUMP 1 PID RUN CMD
(TO PUMP 1 CONTROLLER)
PUMP 2 PID RUN CMD
(TO PUMP 2 CONTROLLER)
PUMP 1 LEAD/LAG RUN CMD
(TO PUMP 1 CONTROLLER)
PUMP 2 LEAD/LAG RUN CMD
(TO PUMP 2 CONTROLLER)
WATCHDOG LOGIC FUNCTIONAL DIAGRAM
NTS
STATION CONTROLS &
INDICATIONS
SHEET NUMBER
19
29

SST UPPER GUIDE
RAIL BRACKET
WITH NEOPRENE
BUSHING AND
COMPRESSION STEM
STRUCTURE TOP
-SST ANCHOR BOLT,
NUT AND WASHER
TYP OF 2 EA
BRACKET
DUAL 2" SST GUIDE
RAILS
I I I
SEE RDETAIL 5/22
�
SST U , NUTS
AND LOCOKL WASHERS
SST INTERMEDIATE
GUIDE RAIL BRACKET
< SST CHAIN 10' OC. ALONG PIPE
n
LIFTING STRAP
z
Q
DISCHARGE PIPE
SUBMERSIBLE
THREADED ROD SCHEDULE
RESTRAINED
SEWAGE PUMP
ADJUSTABLE SADDLE
DIM IN INCHES
PIPE SIZE
A B
MECHANICAL JOINT
o
•
2 1/2 7
1 1/2
5/8 x 5
4-12
12" DI FLG X MJ
t CAST IRON --,,,,COUPLING
5/8 x 5
14-16
4 9
3
5/8 x 5
18-20
AUTO -COUPLING
3 1/2
3/4 x 6
24-36
6 1 11
0
3/4 x 6
2-3/4 1 1/4 2-3/4 1 1/4 4-3/4 1 1/4 4-3/4 1 1/4 6-3/4 1 1/4 6-3/4
1 1/4 6-3/4
8"X12" FLG
o
2-3/4 1 1/2 4-3/4 _L1 2 4-3/4 1 1/2 .................1 .......4.... ........#...................a .............#........:
.................a.....
ECCENTRIC REDUCER
i PUMP DISCHARGE
...........................................
18
2-3/4 1 3/4 4-3/4 1 3/4 6-3/4 1 3/4 :Z4
8" CAST IRON BASE
AND MATING
20
20
4-3 4 1 3 4 :; :•`'. '':;;; :;::::;. 4:::.::4:_ ::#} :::::.:::.:::4:::`..'':• :.:i;:;.: :.: :6i .4:::::1::;:3:..4:::f ::::
/ / 4....3.4.......#...� ................�� ............... %......... $ ...�............#............... ................ ....... fi... /..............
.; :: -:.'.4:
�/� ....... ............#...
:.1;i 1i
� ......
ELBOW
SURFACE
................
........... .
30
............................................................................
4 1 2 1 4 :::;':.4. 1:.:.:.:.:.2�:�:-1� 4::::::::4. 3::;::::2'::1..........6....1..........2..t.4.::.....8....1...........2...1...4........t(i...1........2...1...4........1t3�i..:::::i
316L SST ANCHOR
36
4-1 2 1/2 ::;::4:- :::::::.::.: .:::.' :-::;::: ;;::' ::;?:-:::;:::::::.':::::::?:`;?. •:":?:;::::;:;::::::;;.-}:::::::.::}:.
::::: a4:-::::::::;:.::.:
BOLT, NUT AND
o
...:............................................................................................................................................................................................................................
-1 1 4 2 3 4 4:-:]:::4:`:::4::::2::3 ::4::::6:-x::4:`::4::::2;?3:4:; ::'. f:;:F'::h:;:;2:`:4:::S:t7::f::3? :4:'t :2?3 .;4: 32`3:1::4:::2::3:`:4::::1:2_:1::3:`::4::::2::3`.4::
/ //................................................/.................../...............Z'.................../................................%............../...................................�....
WASHER, SIZE PER
48
...........................................................................................................................................................................................................................
-1 1 4 2 3 4 :�k:1:1:..:::.8.4..1 .4::.:2:.:3:.4:::.:8*.j:::t .4......2...3 ..4. T2...t...i...k....2...3.F...3.2...1...a..4....2..3..k...a.4....a...t
.A....2...3...4..
54
MANUFACTURER
Q ANTI -VORTEX CONE
1. THREADED RODS FOR ALL PIPE DIAMETERS IN THE SHADED AREA SHALL BE ASTM A193 (GRADE 137).
TYP OF 4
SEE DETAIL 2/12
3.
ASTM A193 (GRADE B7) RODS SHALL BE LABELED AND BUNDLED SEPARATELY.
4.
THIS SCHEDULE SHALL APPLY FOR HARNESSED FLANGED ADAPTERS, HARNESSED FLEXIBLE COUPLINGS
U
v
a a G
•. .. ,' .. .a d.
o. • a
a s
. a .1
5.
n a • a e
'4 ' .
.N •o .' ••
in
L NOTE: ALL PARTS SHOWN MUST BE PROVIDED REGARDLESS OF PUMP MANUFACTURER.
1 SUBMERSIBLE PUMP AND LIFT OUT ASSEMBLY
n SCALE: N.T.S.
_ 20
U
c
0
0
rr
c
0
U)
0-120 PSI SST
LIQUID FILLED
0
PRESSURE GAUGE
o -
LOOP CAB
NEATLY
H0,
TRAN
A "MINUM ACCESS HATCH
DETAIL 7/22
CABLE HOLDERS
I SST ANCHOR BOLTS
DETAIL 7/20
31ND FLOAT CABLES
TOGETHER WITH
JYLON TIE STRAPS
3ACKUP HIGH WATER
-LOAT
LTy:41� 3M9toy-
3ACKUP LEAD FLOAT
3ACKUP PUMP
DFF FLOAT
2 LEVEL CONTROL SENSORS
20 SCALE: N.T.S.
:ARRIER PIPE SEE
;CHEDULE B
'ARIES ACCORDING TO
'IPE SIZE (APPROX 4 1/2"
'OTAL ADJUSTMENT)
ADJUSTABLE SADDLE
VITH SUPPORT PIPE, MSS
'YPE 38, SEE SCHEDULE B
MSS TYPE 37, AS READ)
'XPANSION ANCHOR BOLT
D) (2 REQD EA SUPPORT -
;EE SCHEDULE B)
0
2-1/2 DIAL
r�Ll
n
B
o SST ISOLATION
i DIAPHRAGM
U)
SST NIPPLE 1/2" SST BALL VALVE s ADJUSTABLE SADDLE
20 SCALE: N.T.S.
1" THREADED TAP
� AND BUSHING
i
L
o_
1c
of �4� PRESSURE GAUGE INSTALLATION
I I 20 I SCALE: N.T.S.
0
N
t -o GASKETED
o CONNECTION W/
t. SST BOLTS, TYP
Q NO SCREEN
ALLOWED
U)
J
t 1/8"
lil
0
D 05/8"1-1 /8"
5„
i
0
W
Z
Q 2-1/2"
w
c�
n
0 2
u
F� 3/8" 02°
a MATERIALS:
0 1 -PC 3/16x2x5lN SST FLAT BAR
U 1 -PC 3/8 DIAX8IN SST STOCK
C
0
U 7 CABLE HOLDER
20 SCALE: N.T.S.
0
0
L No. REVISIONS DATE BY
m
(j This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
-a written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
n..
24" MIN
6" MI
T�
F'LIi:3�►1�]
INFLUENT PIPE1 F" 2" SLAT
SPACING
0.5"
8" BASKET AL/SST
BACK - BASKET
1.11,1041
EXISTING
STRUCTURE
.,•
r =•. ;•;.;•.. W . • .
ALUMINUM GUIDE RAILS
AL/SST BASKET
ALUMINUM STANDOFFS
SIZE AS NECESSARY
EXISTING '.'
STRUCTURE :;: a ALUMINUM GUIDE RAILS
r. •1
ti.
r•
20" MAX
Y
18" INFLUENT
PIPE
18" INFLUENT
PIPE
K...b�
ALUMINUM STANDOFFS
SIZE AS NECESSARY
AL/SST
�.� n I BASKET
24"
PLAN VIEW
NOTE: CONTRACTOR SHALL CONFIRM ALL DIMENSIONS OF EXISTING AND
PROPOSED COMPONENTS AND ADJUST DIMENSIONS AS NECESSARY PRIOR
TO ORDERING MATERIALS.
3 TRASH BASKET
20 SCALE: N.T.S.
BASKET STOP
THREADED ROD SCHEDULE
ADJUSTABLE SADDLE
DIM IN INCHES
PIPE SIZE
A B
C
D
DIA x LG
3
2 1/2 7
1 1/2
5/8 x 5
4-12
3 7 1/2
2 1/2
5/8 x 5
14-16
4 9
3
5/8 x 5
18-20
1:J 11
3 1/2
3/4 x 6
24-36
6 1 11
4
3/4 x 6
t -o GASKETED
o CONNECTION W/
t. SST BOLTS, TYP
Q NO SCREEN
ALLOWED
U)
J
t 1/8"
lil
0
D 05/8"1-1 /8"
5„
i
0
W
Z
Q 2-1/2"
w
c�
n
0 2
u
F� 3/8" 02°
a MATERIALS:
0 1 -PC 3/16x2x5lN SST FLAT BAR
U 1 -PC 3/8 DIAX8IN SST STOCK
C
0
U 7 CABLE HOLDER
20 SCALE: N.T.S.
0
0
L No. REVISIONS DATE BY
m
(j This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
-a written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
n..
24" MIN
6" MI
T�
F'LIi:3�►1�]
INFLUENT PIPE1 F" 2" SLAT
SPACING
0.5"
8" BASKET AL/SST
BACK - BASKET
1.11,1041
EXISTING
STRUCTURE
.,•
r =•. ;•;.;•.. W . • .
ALUMINUM GUIDE RAILS
AL/SST BASKET
ALUMINUM STANDOFFS
SIZE AS NECESSARY
EXISTING '.'
STRUCTURE :;: a ALUMINUM GUIDE RAILS
r. •1
ti.
r•
20" MAX
Y
18" INFLUENT
PIPE
18" INFLUENT
PIPE
K...b�
ALUMINUM STANDOFFS
SIZE AS NECESSARY
AL/SST
�.� n I BASKET
24"
PLAN VIEW
NOTE: CONTRACTOR SHALL CONFIRM ALL DIMENSIONS OF EXISTING AND
PROPOSED COMPONENTS AND ADJUST DIMENSIONS AS NECESSARY PRIOR
TO ORDERING MATERIALS.
3 TRASH BASKET
20 SCALE: N.T.S.
BASKET STOP
90' BEND FLANGE
6 MESH T304 SST
MESH SCREEN
f NO GASKET
e
OPEN FACED
FLG SPOOL PIECE FILLER FLANGE
FLG x PE WALL
PIPE CAST IN
WITH COLLAR
STRUCTURE TOP
NOTES:
1. VENTS SHALL BE PAINTED GRAY.
8 VENT PIPE
20 SCALE: N.T.S.
■
me >>>Horn
@2017 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM
s THREADED ROD SCHEDULE
6 SCALE: N.T.S.
N T
A -
PIPE OR FLANGE
SHROUD OD
\HOLE DIAMETER
SEE THREADED
ROD SCHEDULE
+
STEEL TAB THK
SEE THREADED
\-/--ROD SCHEDULE
C�
9 STEELTAB
20 SCALE: N.T.S.
x
Detoiis Provideo by APPIAN Consulting .Engineers 078/02/2006 - 12:44:17 PM
i
6" 18" or 24"
1/2"R- VERTICAL CURB &GUTTER
'-1/2 R
7" 1�-
4.17% qr .5.56%
a a.. NOTE 5
° ° 1
/ I
/ I
18" / 16" or 12"
I
112"R / I MOUNTABLE CURB & GUTTER
a
/ / I 16.6%
Co o
B,3%
7 ° I f- •~
d °
1/2"R
- / NOTE 5
-
a c0
I /
I /
I/
Y
NOTES*.
1. Score curb & gutter at 10' o.c.
2. Provide 1/2" expansion joints at 90' o.c.
3. Concrete to be 3000 P.S.I. @ 28 days, air entrained.
4. Spill sections will be approved on a case-by-case basis by City Public Services
Director.
5. Chamfered edges abutting asphalt are not permitted.
ON VI1,Departmem of Public ServicesY i l 1r1tp./ N -xi pck.o...illemc.n
P.O. Box 1_'� CITY old JACKSONVILLE
s-;l��� :`.-� 'C' 1nck.,onville,N.C:.24541 U.>k ,i:;ACKSOvVlt.Li=
S(. 1t PDf"1':vIL 4
- TYPICAL CURS & GUTTER InSc:de ,402.01
SECTIONS RrvurnxTr: SI
MMI-
r•.rrrr
A,,r ri54Y Y
BACKING BOLTS, TYP
FLANGED ADAPTER
FLG x PE PIECE,
LENGTH AS REQD
STEEL TABS, TYP
SEE DETAIL 9/20
THREADED RODS, TYP
LENGTH AS REQD
SEE DETAIL 6/20
NOTE: ALL FLANGED ADAPTERS SHALL BE HARNESSED AND BACK BOLTED TO
PREVENT MOVEMENT IN EITHER DIRECTION. SEE THREADED ROD SCHEDULE
1516403 FOR ROD DIAMETER, MATERIAL AND STEEL TAB THICKNESS.
10 HARNESSED FLANGED ADAPTER
SCALE: N.T.S.
KHA PROJECT
015567007 CAROLINA FOREST PUMP STATION
DTE
4-6-16 IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
SCALE NTS PREPARED FOR
DESIGNED BY ZGP PUBLIC SERVICES DEPARTMENT
DRAWN BY JGB CITY OF JACKSONVILLE, NORTH CAROLINA
CHECKED BY JAR
\\\X���\111111111,,x/
SEAL,I
33186
*.,a i �J�
G IIQ\�,,,
1111111
SEAL:
FLANGED
90' BEND
3'X3'X6" PAD
WITH #4 BAR
LOOP IN CENTER
Ue mvs rrvvta@(J c%y rNr"'3x'.N t,onsuilv:g LN ! neer;,' -
1/8" RADIUS -11 f-1/2,
I ° •
PREFORMED ASPHALT t
IMPREGNATED 7
�:.
EXPANSION JOINT d
TYPICAL EXPANSION JOINT DETAIL
VARIES (SEE CITY OF JACKSONVILLE
(1'-0°MIN, SIDEWALK AND GREENWAY PLANS) 3' MINIMUM
iVARIES TOOLED EDGE (TYPICAL) SEE DETAIL 40401
4" THICK 3000 PSI
CONCRETE S/W
12 '1/2F 1/4, 12 CURB
4wDN SLOPE- -Ii PAVEMENT
1F \
*VARIES, MAXIMUM SLOPE 3:1 COMPACTED UNDISTURBED L==1 Afr
;..
UNLESS APPROVED BY THE SUBGRADE SUBGRADE
PUBLIC SERVICES DIRECTOR.
TYPICAL SIDEWALK with UTILITY STRIP
VARIES (SEE CITY OF JACKSONVILLE
1'-0"MIN. SIDEWALK AND GREENWAY PLANS) 3' MINIMUM
eXISTtNG VARIES SEE DETAIL 401.01
=GRgpC` I `L�1TOOLED EDGE (TYPICAL)
4" THICK 3000 PSI
CONCRETE S/W
1 12
r'
/l/��',��\:; I�1%2 121/4 CURB
DN SLCPEm* / 12
PAVEMENT
/
* VARIES, MAXIMUM SLOPE 3:1 COMPACTED UNDISTURBED i{� 'II
UNLESS APPROVED BY THE SUBGRADE SUBGRADE I:,'i1. - =fI_ -,lIJ-
...II:�.11-
PUBLIC SERVICES DIRECTOR.
TYPICAL SIDEWALK with UTILITY STRIP
NOTES
1. Provide 1" deep tooled traverse structural score joint with 1/8" radius
at 6'-0" o.c.
2. 1/2" preformed asphalt impregnated expansion strip joints to be placed
32'-0" o.c. longitudinally, adjacent to curbs, when butting existing structures,
concrete, or buildings, and at changes in width.
4NVIj Depivtment of Public Services http:UH ww.ri.jacksuuville.naus
�C, 1-4 1 P.O. Box 128 CITY of JACKSONVII I E.
.� •, 'C' Jae'k,umvil1c,N.C.'18541t7Sk e.,,•: 1i,.. WXS,uvV,1 t. .'a>t%AKs Star i'i 'atlU^.� i)M'.
s tSCI-I: :71".W.0
TYPICAL CONCRETE SIDEWALK NrnToicale 404.03
AND EXPANSION JOINT DETAIL hr",1<> f7777k
'tkk, of
z'
QUICK CONNECT
COUPLING WITH
CAP
FINISHED GRADE
MJ 90' BEND
#5 REBAR @ 10" OC
POUR #2
#5 REBAR @ 10" OCEW
CLEAN AND ROUGHEN
SURFACE PRIOR
TO POUR #2 ��- --- -- -
E ORIENTATION
WITH OWNER
SST THREADED RODS
SEE DETAIL 6/20
VALVE BOX WITH
CONCRETE PROTECTOR
RING FLUSH WITH GRADE
MJ VALVE
THREADED RODS
SEE DETAIL 6/20
3" CL
12" CONCRETE VALVE
SUPPORT
POUR #2 MECHANICAL JOINT SHALL
3C SQUARE HAVE 2" MIN SEPARATION
FROM CONCRETE
NOTES:
1. ALL PIPE AND FITTINGS SHALL BE THE SAME DIAMETER AS FORCE MAIN
UNLESS NOTED.
2. QUICK CONNECT FITTING SHALL BE BAUER/BALL AND SOCKET TYPE FOR
6" AND LARGER. CAMLOCK STYLE SHALL BE USED FOR 4" AND
SMALLER. CONTRACTOR SHALL CONFIRM QUICK CONNECTION TYPE AND
ORIENTATION WITH OWNER.
3. POUR #1 SHALL BE CURED FOR 24HRS PRIOR TO INSTALLING POUR #2.
11 EMERGENCY BYPASS PUMPING DISCHARGE CONNECTION
20 SCALE: N.T.S.
SHEET NUMBER
MISCELLANEOUS STANDARD 20
DETAILS of
29
THREADED ROD SCHEDULE
DESIGN PRESSURE (DIMENSIONS IN INCHES)
50 PSI 100 PSI 150 PSI 200 PSI 250 PSI 300 PSI 350 PSI
PIPE
SIZE
BOLTS TAB BOLTS TAB BOLTS TAB BOLTS TAB BOLTS TAB BOLTS
TAB BOLTS
TAB
NO -DIA THK NO -DIA THK NO -DIA THK NO -DIA THK NO -DIA THK NO -DIA
THK NO -DIA
THK
4,6
2-3/4 1 2-3/4 1 2-3/4 1 2-3/4 1 2-3/4 1 2-3/4
1 2-3/4
1
8
2-3/4 1 1/4 2-3/4 1 1/4 1 2-3/4 1 1/4 2-3/4 1 1/4 2-3/4 1 1/4 4-3/4
1 1/4 4-3/4
1 1/4
10
2-3/4 1 1/4 2-3/4 1 1/4 2-3/4 1 1/4 4-3/4 1 1/4 4-3/4 1 1/4 4-3/4
1 1/4 4-3/4
1 1/4
12
2-3/4 1 1/4 2-3/4 1 1/4 4-3/4 1 1/4 4-3/4 1 1/4 6-3/4 1 1/4 6-3/4
1 1/4 6-3/4
1 1/4
14
2-3/4 1 1/2 4-3/4 _L1 2 4-3/4 1 1/2 .................1 .......4.... ........#...................a .............#........:
.................a.....
16
........................................................................................................................................................
2-3/4 1 1/2 4-3/4 1 1 2 6-3/4 1 12 ..........................."j.......................................:�................ �...................
...........................................
18
2-3/4 1 3/4 4-3/4 1 3/4 6-3/4 1 3/4 :Z4
20
20
4-3 4 1 3 4 :; :•`'. '':;;; :;::::;. 4:::.::4:_ ::#} :::::.:::.:::4:::`..'':• :.:i;:;.: :.: :6i .4:::::1::;:3:..4:::f ::::
/ / 4....3.4.......#...� ................�� ............... %......... $ ...�............#............... ................ ....... fi... /..............
.; :: -:.'.4:
�/� ....... ............#...
:.1;i 1i
� ......
24
......................................................................................................................................................................................................................................
4-3/4 2 ::4:-:3:::4::::::1::::7:::::.:: .::6:-3:::4':;;:'.:1;:2:::::::i:-:'::3`::4::::::?:2::::8:-:3 .:1i:;2;;;::;i 1£1.=3:4::::::nZ::::::g:g_:3:::4::::;;::2;:;:
............................................................. ..
................
........... .
30
............................................................................
4 1 2 1 4 :::;':.4. 1:.:.:.:.:.2�:�:-1� 4::::::::4. 3::;::::2'::1..........6....1..........2..t.4.::.....8....1...........2...1...4........t(i...1........2...1...4........1t3�i..:::::i
36
4-1 2 1/2 ::;::4:- :::::::.::.: .:::.' :-::;::: ;;::' ::;?:-:::;:::::::.':::::::?:`;?. •:":?:;::::;:;::::::;;.-}:::::::.::}:.
::::: a4:-::::::::;:.::.:
42
...:............................................................................................................................................................................................................................
-1 1 4 2 3 4 4:-:]:::4:`:::4::::2::3 ::4::::6:-x::4:`::4::::2;?3:4:; ::'. f:;:F'::h:;:;2:`:4:::S:t7::f::3? :4:'t :2?3 .;4: 32`3:1::4:::2::3:`:4::::1:2_:1::3:`::4::::2::3`.4::
/ //................................................/.................../...............Z'.................../................................%............../...................................�....
48
...........................................................................................................................................................................................................................
-1 1 4 2 3 4 :�k:1:1:..:::.8.4..1 .4::.:2:.:3:.4:::.:8*.j:::t .4......2...3 ..4. T2...t...i...k....2...3.F...3.2...1...a..4....2..3..k...a.4....a...t
.A....2...3...4..
54
-1 1 3 .;: :?; : :` :-1:::` .:::::::: :::::: '= :.:`.::: '':::. ; :: . ' ' .:::`'.:.':::.:.:.:. :.:.' : ;::: ?::' ;::;
?;:: `.:.:. } :-.':;.:.:::::::`
1. THREADED RODS FOR ALL PIPE DIAMETERS IN THE SHADED AREA SHALL BE ASTM A193 (GRADE 137).
2.
ALL OTHER THREADED RODS SHALL BE ASTM A36. ALL TABS SHALL BE ASTM A572 GR50.
3.
ASTM A193 (GRADE B7) RODS SHALL BE LABELED AND BUNDLED SEPARATELY.
4.
THIS SCHEDULE SHALL APPLY FOR HARNESSED FLANGED ADAPTERS, HARNESSED FLEXIBLE COUPLINGS
AND ALL MECHANICAL JOINT COUPLINGS, SLEEVES ETC. THAT ARE REQUIRED TO BE HARNESSED.
5.
RODS THREADED AT ENDS (INCLUDING NUTS) SHALL BE EQUALLY SPACED AROUND PIPE BETWEEN
ALL MECHANICAL JOINT FITTINGS (TEE, VALVES, BEND, PLUG, ETC.) OR AS OTHERWISE SHOWN ON
THE CONTRACT DRAWINGS. THREADED RODS SHALL BE AS SHOWN IN THE THREADED ROD
SCHEDULE. SEE NOTE 6.
6.
RODS, NUTS, ETC., IN CONTACT WITH SOIL SHALL BE PAINTED WITH TWO COATS COAL TAR
(MIN 26 DRY MIL THICKNESS) TNEMEC 46-465 HI -BUILD OR EQUAL.
7.
A DESIGN PRESSURE OF 200 PSI SHALL BE USED.
90' BEND FLANGE
6 MESH T304 SST
MESH SCREEN
f NO GASKET
e
OPEN FACED
FLG SPOOL PIECE FILLER FLANGE
FLG x PE WALL
PIPE CAST IN
WITH COLLAR
STRUCTURE TOP
NOTES:
1. VENTS SHALL BE PAINTED GRAY.
8 VENT PIPE
20 SCALE: N.T.S.
■
me >>>Horn
@2017 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM
s THREADED ROD SCHEDULE
6 SCALE: N.T.S.
N T
A -
PIPE OR FLANGE
SHROUD OD
\HOLE DIAMETER
SEE THREADED
ROD SCHEDULE
+
STEEL TAB THK
SEE THREADED
\-/--ROD SCHEDULE
C�
9 STEELTAB
20 SCALE: N.T.S.
x
Detoiis Provideo by APPIAN Consulting .Engineers 078/02/2006 - 12:44:17 PM
i
6" 18" or 24"
1/2"R- VERTICAL CURB &GUTTER
'-1/2 R
7" 1�-
4.17% qr .5.56%
a a.. NOTE 5
° ° 1
/ I
/ I
18" / 16" or 12"
I
112"R / I MOUNTABLE CURB & GUTTER
a
/ / I 16.6%
Co o
B,3%
7 ° I f- •~
d °
1/2"R
- / NOTE 5
-
a c0
I /
I /
I/
Y
NOTES*.
1. Score curb & gutter at 10' o.c.
2. Provide 1/2" expansion joints at 90' o.c.
3. Concrete to be 3000 P.S.I. @ 28 days, air entrained.
4. Spill sections will be approved on a case-by-case basis by City Public Services
Director.
5. Chamfered edges abutting asphalt are not permitted.
ON VI1,Departmem of Public ServicesY i l 1r1tp./ N -xi pck.o...illemc.n
P.O. Box 1_'� CITY old JACKSONVILLE
s-;l��� :`.-� 'C' 1nck.,onville,N.C:.24541 U.>k ,i:;ACKSOvVlt.Li=
S(. 1t PDf"1':vIL 4
- TYPICAL CURS & GUTTER InSc:de ,402.01
SECTIONS RrvurnxTr: SI
MMI-
r•.rrrr
A,,r ri54Y Y
BACKING BOLTS, TYP
FLANGED ADAPTER
FLG x PE PIECE,
LENGTH AS REQD
STEEL TABS, TYP
SEE DETAIL 9/20
THREADED RODS, TYP
LENGTH AS REQD
SEE DETAIL 6/20
NOTE: ALL FLANGED ADAPTERS SHALL BE HARNESSED AND BACK BOLTED TO
PREVENT MOVEMENT IN EITHER DIRECTION. SEE THREADED ROD SCHEDULE
1516403 FOR ROD DIAMETER, MATERIAL AND STEEL TAB THICKNESS.
10 HARNESSED FLANGED ADAPTER
SCALE: N.T.S.
KHA PROJECT
015567007 CAROLINA FOREST PUMP STATION
DTE
4-6-16 IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
SCALE NTS PREPARED FOR
DESIGNED BY ZGP PUBLIC SERVICES DEPARTMENT
DRAWN BY JGB CITY OF JACKSONVILLE, NORTH CAROLINA
CHECKED BY JAR
\\\X���\111111111,,x/
SEAL,I
33186
*.,a i �J�
G IIQ\�,,,
1111111
SEAL:
FLANGED
90' BEND
3'X3'X6" PAD
WITH #4 BAR
LOOP IN CENTER
Ue mvs rrvvta@(J c%y rNr"'3x'.N t,onsuilv:g LN ! neer;,' -
1/8" RADIUS -11 f-1/2,
I ° •
PREFORMED ASPHALT t
IMPREGNATED 7
�:.
EXPANSION JOINT d
TYPICAL EXPANSION JOINT DETAIL
VARIES (SEE CITY OF JACKSONVILLE
(1'-0°MIN, SIDEWALK AND GREENWAY PLANS) 3' MINIMUM
iVARIES TOOLED EDGE (TYPICAL) SEE DETAIL 40401
4" THICK 3000 PSI
CONCRETE S/W
12 '1/2F 1/4, 12 CURB
4wDN SLOPE- -Ii PAVEMENT
1F \
*VARIES, MAXIMUM SLOPE 3:1 COMPACTED UNDISTURBED L==1 Afr
;..
UNLESS APPROVED BY THE SUBGRADE SUBGRADE
PUBLIC SERVICES DIRECTOR.
TYPICAL SIDEWALK with UTILITY STRIP
VARIES (SEE CITY OF JACKSONVILLE
1'-0"MIN. SIDEWALK AND GREENWAY PLANS) 3' MINIMUM
eXISTtNG VARIES SEE DETAIL 401.01
=GRgpC` I `L�1TOOLED EDGE (TYPICAL)
4" THICK 3000 PSI
CONCRETE S/W
1 12
r'
/l/��',��\:; I�1%2 121/4 CURB
DN SLCPEm* / 12
PAVEMENT
/
* VARIES, MAXIMUM SLOPE 3:1 COMPACTED UNDISTURBED i{� 'II
UNLESS APPROVED BY THE SUBGRADE SUBGRADE I:,'i1. - =fI_ -,lIJ-
...II:�.11-
PUBLIC SERVICES DIRECTOR.
TYPICAL SIDEWALK with UTILITY STRIP
NOTES
1. Provide 1" deep tooled traverse structural score joint with 1/8" radius
at 6'-0" o.c.
2. 1/2" preformed asphalt impregnated expansion strip joints to be placed
32'-0" o.c. longitudinally, adjacent to curbs, when butting existing structures,
concrete, or buildings, and at changes in width.
4NVIj Depivtment of Public Services http:UH ww.ri.jacksuuville.naus
�C, 1-4 1 P.O. Box 128 CITY of JACKSONVII I E.
.� •, 'C' Jae'k,umvil1c,N.C.'18541t7Sk e.,,•: 1i,.. WXS,uvV,1 t. .'a>t%AKs Star i'i 'atlU^.� i)M'.
s tSCI-I: :71".W.0
TYPICAL CONCRETE SIDEWALK NrnToicale 404.03
AND EXPANSION JOINT DETAIL hr",1<> f7777k
'tkk, of
z'
QUICK CONNECT
COUPLING WITH
CAP
FINISHED GRADE
MJ 90' BEND
#5 REBAR @ 10" OC
POUR #2
#5 REBAR @ 10" OCEW
CLEAN AND ROUGHEN
SURFACE PRIOR
TO POUR #2 ��- --- -- -
E ORIENTATION
WITH OWNER
SST THREADED RODS
SEE DETAIL 6/20
VALVE BOX WITH
CONCRETE PROTECTOR
RING FLUSH WITH GRADE
MJ VALVE
THREADED RODS
SEE DETAIL 6/20
3" CL
12" CONCRETE VALVE
SUPPORT
POUR #2 MECHANICAL JOINT SHALL
3C SQUARE HAVE 2" MIN SEPARATION
FROM CONCRETE
NOTES:
1. ALL PIPE AND FITTINGS SHALL BE THE SAME DIAMETER AS FORCE MAIN
UNLESS NOTED.
2. QUICK CONNECT FITTING SHALL BE BAUER/BALL AND SOCKET TYPE FOR
6" AND LARGER. CAMLOCK STYLE SHALL BE USED FOR 4" AND
SMALLER. CONTRACTOR SHALL CONFIRM QUICK CONNECTION TYPE AND
ORIENTATION WITH OWNER.
3. POUR #1 SHALL BE CURED FOR 24HRS PRIOR TO INSTALLING POUR #2.
11 EMERGENCY BYPASS PUMPING DISCHARGE CONNECTION
20 SCALE: N.T.S.
SHEET NUMBER
MISCELLANEOUS STANDARD 20
DETAILS of
29

r FINISH GRADE
D
Q THRUST COLLAR
n MIN. COVER 3.5'
5' MIN. 5' MIN.
J 1/4" STEEL THREADED STEEL
PLATE AS SHOWN ON PLANS RODS (TYP.),
s SEE DETAIL 6/20
v
i
BEND, TYP.
o SEE PLANS FOR
- REQUIRED SIZE/ANGLE
0
`= NOTES:
° 1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE COATED
WITH 2 COATS OF BITUMINOUS BASE PAINT.
i 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT
BENDS.
3. MEGALUGS OR RESTRAINED JOINT PIPE AND FITTINGS ARE ALLOWED IN LIEU
OF RODDING.
4. CONCRETE ENCASED MEGALUGS MAY BE USED IN LIEU OF THRUST COLLARS.
2 5. ALL PIPE AND FITTINGS BETWEEN THRUST COLLARS SHALL BE RODDED.
i
1 STANDARD VERTICLE BEND
c 21 SCALE: N.T.S.
U)
E
A
01
C_
0
z
c
U)
`:
D
/
CONCRETE THRUST BLOCK SCHEDULE*
Y 2'-0" x 2'-0"
VALVE BOX COLLAR
8"-10"
AI\
TAPED TO PIPE
o
CONCRETE PAD
ONLY FOR USE IN
DESIGN
SIZE
SEE NOTE ABOVE
UNPAVED AREAS
Ld
z
Y
5-9" O.D.+2'
Z
n VALVE
TYPICAL
PAVED
OTHER
0 ftf
F PAVEMENT
VALVE BOX TOP
H
0
SECTION
SECTION WITH
Q
¢ FINISHED
2.0
COVER
1.5
GRADE
1.0
2.1
0.7
N
200
8.0
2.6
5.2
1.9
3.8
1.4
2.7
1.0
to
200
100
..
7
7.6
2.8
5.6
`�
4.0
1.4
2.8
200
16.0
TRACER
10.0
CENTER SECTION
7.4
2.6
WIRE LOOP
1.9
0 (LENGTH AS REQD)--\
200
24.0
7.4
14.9
n
Q
.n I MARKER TAPE ^lam
Q I ENTIRE PIPELINE
TRACER
WIRE
� o
Q I
Z VALVE
n
n
D
Q
RESTRAINED
/
CONCRETE THRUST BLOCK SCHEDULE*
TRACER WIRE
D JOINT, TYP
8"-10"
AI\
TAPED TO PIPE
o
'
ENTIRE PIPELINE
DESIGN
SIZE
/
MIN 10 FT SPACING
450
A
5-9" O.D.+2'
Z
n VALVE
PRESSURE
IN
O
SUPPORT
H
L
H
0
H
I L
Q
0
=0 8 VALVE BOX
21 SCALE: N.T.S.
:n
0
>
0
No. REVISIONS DATE BY
n
0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
0 written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
2 Associates, Inc.
VENT PIPE
SEE DETAIL 8/20
4" X 3" RUBBER
TRANSITION COUPLING
WITH SST CLAMPS
SST CLAMP ANCHORED
TO WALL, TYP.
BITUMASTIC JOINT SEALANT AS
APPROVED BY THE ENGINEER.
GROUTED INSIDE AND OUT WITH
APPROVED NON -SHRINK GROUT.
SEE DETAIL 8/22
3" SCH 80 PVC VENT PIPE
WRAP AND SECURE TRACER WIRE
AROUND VAULT EXTERIOR
3" RUBBER COUPLING
3" RUBBER DUCKBILL CHECK
VALVE WITH 316 SST FASTNER
24" MJ LONG BODY SOLID
SLEEVE, TYP OF 2
TRACER WIRE'
JOINT RESTRAINT, TYP
ALL MJ JOINTS
TRACER WIRE TEST
STATION (UNDER
PROTECTIVE POST CAP)
I�Ir;I[.y:I��Ze3:7_1�7�
SAFETY
GRAB
36" X 36" LOCKABLE ALUMINUM
ACCESS HATCH WITH ALUMINUM
GRATING FALL PROTECTION
SEE DETAIL 7/22
TRACER WIRE TERMINAL BOX
TRACER WIRE IN FLEXIBLE
RUBBER CONDUIT, EXTEND CONDUIT
12" BELOW FINISHED GRADE, MIN
WRAP AND SECURE TRACER
WIRE AROUND VAULT EXTERIOR
- 24" FLG X 24" FLG DI TEE
-24" RESTRAINED FLANGE
ADAPTER WITH 316 SST
BOLT W/ISOLATION KIT, TYP.
-INSTALL FLEXIBLE,
RUBBER SLEEVE BOOT
WITH SST CLAMP, TYP.
�'.:. I Z /,--TRACER WIRE
WARNING LABEL, TYP
3 FACES
3 -SIDED MARKER POST
DETECTABLE WARNING TAPE
TRACER WIRE TO PIPE TRACER WIRE TO PIPE
(DOWNSTREAM) (UPSTREAM)
PROPOSED PIPE
4 UTILITY MARKER POST
21 SCALE: N.T.S.
W
9 CONCRETE ARCH
21 SCALE: N.T.S.
SANDBAGS - CONTR
OPTION
CLASS B CONC
SELECT BACKFILL
MATERIAL (NO MATERIAL
LARGER THAN 2")
36" X 36" LOCKABLE ALUMINUM
ACCESS HATCH WITH ALUMINUM
GRATING FALL PROTECTION
SEE DETAIL 7/22
SAFETY GRAB
PLASTIC COATED METAL
STEPS TYP. 16" OC
3" 316 SST 3" AIR VACUUM VALVE
COMPANION FLG (D-023 DN80)
3" 316 SST -''-*316 SST NIPPLE
BALL VALVE 316 SST BOLTS W/
24" DI BLIND -'ISOLATION KIT
FLANGE W/3" TAP INSTALL "RING TYPE" GASKET
24" FLG X 24" ANTI -FLOTATION BALLAST
FLG DI TEE
1 •d
FP'.
s..
1 ' C .
•° #57 STONE
N
CONCRETE PIPE SUPPORT
SEE DETAIL 1/22
12" MIN,
2 AIR VACUUM VALVE VAULT
21 SCALE: N.T.S.
CLASS B BATCH
CONCRETE
UNDISTURBED
EARTH
PLAN - TEE
. a•.
CONCRETE THRUST BLOCK SCHEDULE*
4'-6'3'-9"
PIPE
8"-10"
3 -9 2 -2'
7'
BEND
14"-16"
SANDBAGS - CONTR
18
DESIGN
SIZE
900
TEE 1
450
A
5-9" O.D.+2'
Z
6'-7" O.D.+2'
PRESSURE
IN
O
L I
H
L
H
L
H
I L
Q
6.0
2.0
4.0
1.5
,�'
1.0
2.1
0.7
1.5
36" X 36" LOCKABLE ALUMINUM
ACCESS HATCH WITH ALUMINUM
GRATING FALL PROTECTION
SEE DETAIL 7/22
SAFETY GRAB
PLASTIC COATED METAL
STEPS TYP. 16" OC
3" 316 SST 3" AIR VACUUM VALVE
COMPANION FLG (D-023 DN80)
3" 316 SST -''-*316 SST NIPPLE
BALL VALVE 316 SST BOLTS W/
24" DI BLIND -'ISOLATION KIT
FLANGE W/3" TAP INSTALL "RING TYPE" GASKET
24" FLG X 24" ANTI -FLOTATION BALLAST
FLG DI TEE
1 •d
FP'.
s..
1 ' C .
•° #57 STONE
N
CONCRETE PIPE SUPPORT
SEE DETAIL 1/22
12" MIN,
2 AIR VACUUM VALVE VAULT
21 SCALE: N.T.S.
CLASS B BATCH
CONCRETE
UNDISTURBED
EARTH
PLAN - TEE
* BASED ON AVERAGE SOIL PASSIVE BEARING
STRENGTH OF 2000 PSF USING SF OF 1.5
SLOPE TOP FOR POSITIVE
WATER RUNOFF
NOTE: NO ENCASEMENT REQUIRED FOR
SPACE GREATER THAN 12"
`\�\\�6"0 SCH 40 STEEL PIPE
o
PLOWABLE FILL 6" FILLED WITH CONCRETE
PIPE 6° N AND PAINTED OSHA
FULL TRENCH WIDTH O.D. \ SAFETY YELLOW
PAVEMENT/GRADE
_ PROPOSED -
PIPELINE
2500 PSI CONCRETE
6" MIN 6" MIN ENCASEMENT
12" MAX 12" MAX
y
r EXIST_ PROPOSED`
-- - - PIPE L -
E U6' U6-
PIPELIN
6 BOLLARD TYPE 1
12" 1" THICK COMPRESSIBLE
MIN JOINT FILLER MATERIAL2 21 SCALE: N.T.S.
5A PROPOSED PIPELINE OVER EXIST PIPE 58 PROPOSED PIPELINE UNDER EXIST PIPE
21 SCALE: N.T.S. 21 SCALE: N.T.S.
W
ORIGINAL GRADE
COMPACTED IBACKFILL�
CONCRETE THRUST BLOCK SCHEDULE*
4'-6'3'-9"
PIPE
8"-10"
3 -9 2 -2'
12"
BEND
14"-16"
SANDBAGS - CONTR
18
DESIGN
SIZE
900
TEE 1
450
22 1/20
5-9" O.D.+2'
11 1/40
6'-7" O.D.+2'
PRESSURE
IN
H
L I
H
L
H
L
H
I L
PSI
6.0
2.0
4.0
1.5
2.9
1.0
2.1
0.7
1.5
200
8.0
2.6
5.2
1.9
3.8
1.4
2.7
1.0
1.9
200
12.0
3.8
7.6
2.8
5.6
2.0
4.0
1.4
2.8
200
16.0
5.0
10.0
3.7
7.4
2.6
5.3
1.9
3.7
200
24.0
7.4
14.9
5.5
11.0 1
3.9
7.8
2.8
5.5
200
30.0
9.2
18.5 1
6.8
13.6
4.9
9.7
3.4
6.9
200
36.0
11.1
22.1
8.1
16.3
5.8
11.6
4.1
8.2
200
42.0
12.8
25.7
9.4
18.9
6.7
13.5
4.8
9.6
200
48.0
14.7
29.3
10.8
21.6
7.7
15.4
5.5
10.9
200
54.0
16.5
33.0
12.1
24.2
8.7
17.3
671F1
2_3
200
* BASED ON AVERAGE SOIL PASSIVE BEARING
STRENGTH OF 2000 PSF USING SF OF 1.5
SLOPE TOP FOR POSITIVE
WATER RUNOFF
NOTE: NO ENCASEMENT REQUIRED FOR
SPACE GREATER THAN 12"
`\�\\�6"0 SCH 40 STEEL PIPE
o
PLOWABLE FILL 6" FILLED WITH CONCRETE
PIPE 6° N AND PAINTED OSHA
FULL TRENCH WIDTH O.D. \ SAFETY YELLOW
PAVEMENT/GRADE
_ PROPOSED -
PIPELINE
2500 PSI CONCRETE
6" MIN 6" MIN ENCASEMENT
12" MAX 12" MAX
y
r EXIST_ PROPOSED`
-- - - PIPE L -
E U6' U6-
PIPELIN
6 BOLLARD TYPE 1
12" 1" THICK COMPRESSIBLE
MIN JOINT FILLER MATERIAL2 21 SCALE: N.T.S.
5A PROPOSED PIPELINE OVER EXIST PIPE 58 PROPOSED PIPELINE UNDER EXIST PIPE
21 SCALE: N.T.S. 21 SCALE: N.T.S.
W
ORIGINAL GRADE
CLASS B CONCRETE
q
6"MIN ALL AROUND
PIPE
10 CONCRETE ENCASEMENT
21 SCALE: N.T.S.
W
11 TYPE A - IN EARTH
21 SCALE: N.T.S.
KHA PROJECT
Kiom
015567007 CAROLINA FOREST PUMP STATION
DATE
4-6-16 IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
SCALE NTS PREPARED FOR
© 2017 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701 DESIGNED BY ZGP PUBLIC SERVICES DEPARTMENT
NCPLICCENSEg#F-0802 3538 WWW K MLEY7 HORN.COM CHECKED BY JAARR 919-67-2050 DRAWN BY JCITY OF JACKSONVILLE, NORTH CAROLINA
:TED
L
BACKFILL
TERIAL
THAN
W
CLASS B
CONCRETE
UNDISTURBED
EARTH
PLAN - BEND
3 THRUST BLOCKS TYPICAL SECTION
TEE OR BEND
21 SCALE: N.T.S.
7 PIPE TRENCH
21 SCALE: N.T.S.
..........
�` OSE � L.�
33186
%qRY G -1e���`��
111111
SEAL:
12 TYPE C
21 SCALE: N.T.S.
vPACTED
'KFILL
_ECT BACKFILL
MATERIAL
ZGER THAN 2")
7 STONE, 1/8
E OD BELOW
E (MIN 8")
UP TO PIPE
RINGLINE
3" MINIMUM
BELOW PIPE
BEDDING
NUIJ I UKbLU
ARTH
LASS B
ONCRETE
S
04
TRENCH EXCAVATION LIMITS
COMPACTED IBACKFILL�
W
WIDTH OF TRENCH
MAX W=MIN
4'-6'3'-9"
2'-0"
8"-10"
3 -9 2 -2'
12"
S-9" O.D.+2'
14"-16"
SANDBAGS - CONTR
18
4'-4" O.D.+2'
20 21
4'-8" O.D.+2'
OPTION
CLASS B CONCRETE
q
6"MIN ALL AROUND
PIPE
10 CONCRETE ENCASEMENT
21 SCALE: N.T.S.
W
11 TYPE A - IN EARTH
21 SCALE: N.T.S.
KHA PROJECT
Kiom
015567007 CAROLINA FOREST PUMP STATION
DATE
4-6-16 IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
SCALE NTS PREPARED FOR
© 2017 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701 DESIGNED BY ZGP PUBLIC SERVICES DEPARTMENT
NCPLICCENSEg#F-0802 3538 WWW K MLEY7 HORN.COM CHECKED BY JAARR 919-67-2050 DRAWN BY JCITY OF JACKSONVILLE, NORTH CAROLINA
:TED
L
BACKFILL
TERIAL
THAN
W
CLASS B
CONCRETE
UNDISTURBED
EARTH
PLAN - BEND
3 THRUST BLOCKS TYPICAL SECTION
TEE OR BEND
21 SCALE: N.T.S.
7 PIPE TRENCH
21 SCALE: N.T.S.
..........
�` OSE � L.�
33186
%qRY G -1e���`��
111111
SEAL:
12 TYPE C
21 SCALE: N.T.S.
vPACTED
'KFILL
_ECT BACKFILL
MATERIAL
ZGER THAN 2")
7 STONE, 1/8
E OD BELOW
E (MIN 8")
UP TO PIPE
RINGLINE
3" MINIMUM
BELOW PIPE
BEDDING
NUIJ I UKbLU
ARTH
LASS B
ONCRETE
S
04
TRENCH EXCAVATION LIMITS
INTERNAL
DIAMETER
OF PIPE
W
WIDTH OF TRENCH
MAX W=MIN
4'-6'3'-9"
2'-0"
8"-10"
3 -9 2 -2'
12"
S-9" O.D.+2'
14"-16"
4'-2" O.D.+2'
18
4'-4" O.D.+2'
20 21
4'-8" O.D.+2'
24"
4'-11" O.D.+2'
27"
5-9" O.D.+2'
30"
6'-7" O.D.+2'
36"
7'-4" O.D.+2'
42"
8'-2" O.D.+2'
48"
8'-9" O.D.+2'
54"
9'-4" O.D.+2'
60"
9'-10" O.D.+2'
72"
11'-0" O.D.+2'
78"
11'-8" O.D.+2'
84"
12'-0" O.D.+2'
90" 1
12'-6" O.D.+2'
96"
13'-0" O.D.+2'
108"
14'-0" 0.D.+2'
DEPTH
OF
CUT
S
MAXIMUM PAVEMENT
REPLACEMENT WIDTH
0-6'
S=W+4'
>6-8'
S=W+8'
>8-10'
S=W+12'
>10-12'
S=W+16'
>12-14'
S=W+20'
>14-16'
S=W+24'
>16-18'
S=W+28'
>18'
S=W+32'
W = TRENCH WIDTH AT BOTTOM OF
PIPE. TRENCH SIDE SLOPES SHALL
BE IN ACCORDANCE WITH OSHA
REQUIREMENTS.
TRENCH EXCAVATION LIMITS
SCALE: N.T.S.
MISCELLANEOUS STANDARD
DETAILS
SHEET NUMBER
21
OF
29

A
D REQUIRED
Q COVER + 1" 8" MIN,
MAX SEE DETAIL NOTE
J
n
N
�1 RC
THAT HOOK IS PARALLEL TO PIPE, TYP DOWEL ADHESIVE
0 DETAIL NOTE: DOWELS MAY BE CAST IN WITH 90' HOOK OR
ANCHORED WITH DOWEL ADHESIVE AT CONTRACTORS OPTION.
° WHERE FLOOR IS 8" THICK OR LESS, USE #4 DOWELS EMBEDDED
TO WITHIN 2" OF BOTTOM OF FLOOR SLAB.
U
1 PIER PIPE SUPPORT
2
22 SCALE: N.T.S.
i
Q
i
t_
U
F
►.:
5
STRUCTURE OR EQUIPMENT LENGTH + 4" EA SIDE
O
U
�r
i=
a,
F--
0 w
�o
co
Ln
L� Q
0 w
coi
+
_
0� F--
Da
�w
z
w
Da_
SID
w
N
0•
0
/ �F JACKS
TA I� X
0
SEW �
yo `
o
9�
1 1/4" SHARP FACE
GOTHIC
(4) 1" DIA HOLES
ON 29 3/4" BOLT
CIRCLE.
1 1/2"
(2) CAM LOCKS
pRoo SEE DETAIL
MASE M VSo
1-1/4" SHARP FACE
CAM
LOCK TYPE
EAST JORDAN IRON WORKS
APPROVED MODEL V-1384 41384153A02
COVER WEIGHT
135 Lbs.
FRAME WEIGHT
180 Lbs.
LOAD RATING
HEAVY DUTY
MATERIAL
ASTM A 48
CLASS CL35B
FINISH
UNCOATED
GOTHIC WORDING TO READ
"SANITARY SEWER" OR
-1/4" DIA. NEOPRENE "WATER" ACCORDING TO
GASKET APPLICATION
23 1 /2" -{ 1 1)
I� 20" -I 2 3/4"
22 7/8 5/8 SS
FLATWASHER
COVER SECTION
25 1/16"
1 " 0.180"
23 11/16"
(2) GKT 1/16 X 21/32 X
1.750D RUB
-(2) BLT PNT 5/8-11X3 1/4"
LG SS
-(2) WSHR 5/8 ID 1.50 OD SS
I 7 1 /2" (2) NUT HX 5/8-11 SS NYLK
0.240" (2) NUT HX JAM 5/8-11 ZN
1" 11/16"
(2) 1935R LOCK LUG
22" CAM & GASKET GROOVE
25 15/16" DETAIL
3-3-1 /4"
FRAME SECTION
WATERTIGHT MANHOLE RING AND COVER
SCALE: N.T.S.
�
----FILL ANNULAR
6»
SPACE WITH
• d .. •
6»
B
OVER -CORE TO
ENCOMPASS
�• d
EXISTING HOLE
EXISTING INTERIOR
..`
•�
STRUCTURE WALL
22
I
-
11
----------------------------------------�
--
--------------------------------------�
1
1--
r
I
1
I
I
I
I
1
I
I
1
I
I
I
I
I
I
I
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L--
---------------------------------------
I
1
1
I
I
I
L---
---
— — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — ---------
n
3/4" CHAMPHER ON
Q ALL EXTERIOR EDGES
0
7
Q
N
—1
V) U #5
D
0
Q
J (p
A I
c�n
18" TURN DOWN EDGE OF TURN DOWN
ALL EDGES
FINISHED GRADE
0. C.
LOCKING DEVICE
6'-0" MAX
Li
I
w
w L1/4" GAP
ELEVATION
PADLOCK BAR
LIFTING HANDLE
4- 65 U #5 6" 0. C. #4 @18" (TYP.)
1'-6"
O
U (TYP.) (TYP.) CONCRETE EQUIPMENT SLAB OVER 6 MIL
VAPOR BARRIER, 8" ABC STONE, AND
SCALE: 1/2"=1'-0" COMPACTED BACKFILL.
SECTION g NOTES:
1. PADS SHALL HAVE A 0.0625 IN/FT SLOPE FOR DRAINAGE.
0 22 2. APPROXIMATE DIMENSIONS SHOWN. CONTRACTOR SHALL ADJUST
s FOUNDATION SLAB DIMENSIONS BASED ON ACTUAL STRUCTURE OR EQUIP TO BE
PROVIDED.
(D
SCALE: N.T.S.
O
Z
>1
C)
>
-r
No. REVISIONS DATE BY
M
0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
- Associates, Inc.
a_
Kimley)))Horn
■
© 2017 KIMLEY—HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM
#3 BARS, TYP
CONCRETE COLLAR
WALL PIPE PER
DRAWINGS
Do —
Do, TYP
3"
HYDROPHLIC RUBBER
WATER STOP WRAPPED
AROUND PIPE
EXISTING EXTERIOR
STRUCTURE
WALL
8" #3 DOWELS EMBEDDED 5"
INTO EXISTING CONCRETE
6„ WITH EPDXY TYP, OF 4
WALL PIPE COLLAR
a.
g...
----FILL ANNULAR
-"
SPACE WITH
• d .. •
, v •..• a i, . • • • • .,• L • e • .
d.. a e a. d, •
.d, a. �
e OA
O
OVER -CORE TO
ENCOMPASS
�• d
EXISTING HOLE
EXISTING INTERIOR
..`
•�
STRUCTURE WALL
LOCKING DEVICE
6'-0" MAX
Li
I
w
w L1/4" GAP
ELEVATION
PADLOCK BAR
LIFTING HANDLE
4- 65 U #5 6" 0. C. #4 @18" (TYP.)
1'-6"
O
U (TYP.) (TYP.) CONCRETE EQUIPMENT SLAB OVER 6 MIL
VAPOR BARRIER, 8" ABC STONE, AND
SCALE: 1/2"=1'-0" COMPACTED BACKFILL.
SECTION g NOTES:
1. PADS SHALL HAVE A 0.0625 IN/FT SLOPE FOR DRAINAGE.
0 22 2. APPROXIMATE DIMENSIONS SHOWN. CONTRACTOR SHALL ADJUST
s FOUNDATION SLAB DIMENSIONS BASED ON ACTUAL STRUCTURE OR EQUIP TO BE
PROVIDED.
(D
SCALE: N.T.S.
O
Z
>1
C)
>
-r
No. REVISIONS DATE BY
M
0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
- Associates, Inc.
a_
Kimley)))Horn
■
© 2017 KIMLEY—HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM
#3 BARS, TYP
CONCRETE COLLAR
WALL PIPE PER
DRAWINGS
Do —
Do, TYP
3"
HYDROPHLIC RUBBER
WATER STOP WRAPPED
AROUND PIPE
EXISTING EXTERIOR
STRUCTURE
WALL
8" #3 DOWELS EMBEDDED 5"
INTO EXISTING CONCRETE
6„ WITH EPDXY TYP, OF 4
WALL PIPE COLLAR
a.
g...
----FILL ANNULAR
-"
SPACE WITH
4
NON-SHRINK GROUT
ra ,
_j,_
OVER -CORE TO
ENCOMPASS
EXISTING HOLE
EXISTING INTERIOR
STRUCTURE WALL
3 PIPE PENETRATION COLLAR
22 SCALE: N.T.S.
1 1/2" AL PIPE
RAILING
1-1 /2" AL PIPE
(POSTS)
4" TOEBOARD-TYPICAL
ALL HANDRAILS
#4 AWG
WALKING ALUMINUM WIRE
SURFACE
=� 1/4" SST SET
•.: SCREW
2"0 AL SLEEVE
7„ LONG
(D
1 1/2" AL
PIPE POST
,••.,,.
4" APPROVED
REBAR CLAMP-' /"" IRREVERSIBLE
REBAR CAST—IN POST BOND
BASE
4 ALUMINUM HANDRAILS
22 SCALE: N.T.S.
HINGED
GRATING
PANEL
r�rr 1 1 A T/ l I `AIL 7/22
AL CAST IN HANDRAIL
BASES, TYP OF 8
SEE DETAIL 4/22
#5 BARS, 6" MAX
O.C. EACH WAY, TYP
PROPOSED 12"
DISCHARGE PIPE
TYP OF 2
... rya
CAST -IN 8"
FLG x PE DIP
FOR VENT PIPE
PROPOSED CAST -IN -PLACE -
WET WELL TOP
#5 BARS, 6" MAX-
O.C. EACH WAY, TYP
2 LAYERS SHEET BOND -
BREAKER AT PRECAST TO
CAST -IN-PLACE
TRANSITION ALL AROUND
12" MAX
TYP
FINISHED GRADE
(COVER SHOWN IN
SST POSITIVE OPEN POSITION)
LOCKING LATCH
ALUM.
FRAME, �\
CAST IN �y\
CONCRETE �\\
__T HINGES,
TYP.
DOUBLE DOOR SINGLE DOOR HATCH PROFILE
NOTES:
1. ALL HATCH COMPONENTS SHALL BE SST OR ALUMINUM
2. EXPOSED HARDWARE SHALL BE TAMPER -PROOF
3. FALL PROTECTION SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
4. CONTRACTOR SHALL CONFIRM THAT DIMENSIONS ARE ADEQUATE FOR INSTALLATION,
REMOVAL, AND MAINTENANCE OF EQUIPMENT WITH EQUIPMENT MANUFACTURERS.
ACCESS HATCHES
22 SCALE: N.T.S.
KHA PROJECT
015567007 CAROLINA FOREST PUMP STATION
ATE
4— 6-16 IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
SCALE NTS PREPARED FOR
DESIGNED BY ZGP PUBLIC SERVICES DEPARTMENT
DRAWN BY JGB CITY OF JACKSONVILLE, NORTH CAROLINA
CHECKED BY JAR
SEAL:
8" MIN, TYP
SEAL CONNECTION PER
DETAIL D8/22
EXISTING WET WELL WALL
24"
COVER, MIN, TYP
XISTING 8' DIA
RECAST CONCRETE
IETWELL
ROPOSED
-AST-IN-PLACE
CONCRETE WETWELL TOP
REMOVABLE AL
HANDRAILS,
ONE ASSY FOR EA SIDE
TYP OF 4
SEE DETAIL 4/22
6" DIP VENT
SEE DETAIL 8/20
1 I ELEV.=37.00 FTMSL
24" MIN
1 _: #5 BARS, 6" MAX
8" _ 0. C. EACH WAY, TYP
2" COVER, MIN, TYP
1-1/2" CLEAR 2„
TO FIRST BAR, TYP'`V
CLEAR' 4-
8' DIAMETER
':;•,• o 0 0 12" #57 STONE, MIN.
a
PROPOSED 8' DIA
PRECAST RISER SECTION,
LA,_ HEIGHT AS NECESSARY
SECTION A _
22
NOTE:
ADD ABC STONE AROUND SLAB TO CREATE SLOPES SHOWN.
5 WET WELL TOP
22 SCALE: N.T.S.
GROUT
JOINT WRAP, INTERIOR
8" MIN. JOINT
STRUCTURE PREFORMED FLEXIBLE
WALL .• JOINT SEALANT
8" COMPOUND
MIN PER MANUFACTURER
EXTERIOR
INTERIOR
NOTE:
1. JOINT DESIGN BY OTHERS. SHOWN FOR REQUIRED
SEALING COMPONENT REFERENCE ONLY.
2. ANY CRACKS, HONEY COMBS OR OTHER
IRREGULARITIES SHALL BE CORRECTED BY
CONTRACTOR AT THE DIRECTION OF THE ENGINEER.
8 PRECAST JOINT SEALING
22 SCALE: N.T.S.
SEAL l,g ,l
33186
RY I G���e�`��\.
COUNTER BORE
1 3/8"0
316 SST BOLTS,
5/8"0 TYP.)
NON -SHRINK
GROUT
INSIDE FACE OF
MANHOLE WALL
f -3/4"O
BORE
1" MAX.
DEPTH
4"X4"X1 /2" 316 SST
ANGLE, 4" WIDE, TYP.
316 SST NUTS AND
WASHERS
3" MIN.
5/8"0 316
SST BOLT
LENGTH AS
REQ'D
EXTERNAL JOINT
WRAP, 6" MIN
NOTE: V
FOUR (4) BOLTED JOINT CONNECTIONS REQUIRED AT ALL
JOINT LOCATIONS INCLUDING INTERFACE BETWEEN A
DOGHOUSE MANHOLE AND THE CONCRETE SLAB.
MANHOLE BOLTED JOINT CONNECTION
SCALE: N.T.S.
MISCELLANEOUS STANDARD
DETAILS
SHEET NUMBER
22
OF
29

4" DIP VENT
PLASTIC COATED METAL PULL UP BAR SEE DETAIL 8/20 INSULATED HOT BOX WALL
SEE MANHOLE SCHEDULE FOR ELEVATION TOP MOUNTED HINGES DISCHARGE DUCED PRESSURE
VEN T
ASSEMBLY
36"x36" (CLEAR OPENING) ALUMINUM BALL VALVE, TYP OF 2 STRAINER SST ANCHOR BOLT, NUT,
LOCKABLE ACCESS HATCH, OSHA FALL Ck BOLTED CONNECTION, TYP & WASHER
PROTECTION REQ'D, SEE DETAIL 7/22 SEE DETAIL 9/22 INSULATED WEATHERPROOF
ELEV.-37.0' MSL FIBERGLASS TWO PIECE BOX E WEATHERPROOF GFCI MJ SLEEVE WITH GPIPE DY SOLID
SPACER
UNTION, TYP OF 2 RECEPTACLE
12" FLG x FLG 433-0 6 $) MIN TO COMPLETELY FILL VOID
n VIDE JOINT
MAINTENANCE SPOOL PIECE CONCRETE SLAB BASE WITH MIN BETWEEN PIPE PLAIN ENDS RESOTRAINT, TYP.
------------------------ SEE DETAIL NOTE 2, --SEE ANCHOR AND
6x6—W8xW8 WWF 12" MIN PAD BLOW UP CONCRETE SLAB
o PIPE SLEEVE, TYP OF 2 4" MIN �: BASE PROVIDE TRANSITION
O11 1
�a aDa o ai riD ria riD ri�D i riDOri rDi riDrr rr rr �irririy���.,r�rrrr�i���
GASKET WH
EREPLASTIC COATED METAL STEPS4 DIA.
Q ETYP NECESSARY
24
43) MIN
Q 4 DIA #57 STONE DRAIN MIN
12" RESTRAINED FLANGED TYPE 1 GEOTEXTILE #57 STONE
COUPLING ADAPTER 12 FLG MAGNETIC FLOW METER AND 1/4 CY SUMP
FABRIC
rir r i i irrrrrrrrrrrrrrrrrri�
TYPE 1 GEOTEXTILE
INSTALL FLEXIBLE RUBBER FABRIC
SLEEVE BOOT WITH SST o NOTES: 4 RESTRAINED MJ SOLID SLEEVE
_IjCLAMP, TYP. 24" MIN 1. HOT BOX SHALL BE INSULATED TO PROTECT FROM FREEZING.
> TYP 12" DIP 2. ORIENT LID TO FACILITATE OPENING AND 0 & M. 23 SCALE: N.T.S.
3. RECEPTACLE SHALL BE SUPPORTED WITH UNISTRUT AND INSTALLED AWAY ANCHOR AND PAD BLOW UP
II EII FROM RPZ DISCHARGE AND SHALL FACE OPENING
— — — —
II II 3 1" REDUCED PRESSURE ZONE ASSEMBLY IN HOT BOX
...
c:' ;•;..•:. • :,a :'...`� 23 SCALE: N.T.S.
RESTRAINED JOINT, TYP.---­"""""""
YP. ;A 18"
24 MAX, TYP.. 15/s" STAINLESS
,4...
ANTI—FLOATATION BALLAST,
,.........................................:::::::::::::::.::::::::::::::.�::::..... �.. �,.... - . STEEL UNISTRUT
3 CY CLASS "B" CONCRETE EMBEDED IN BASE o
4 SCH 40 PVC DRAIN 8" MIN, o
L PIPE TO VALVE VAULT TYP.
GROUT FLOOR AT
8" #57 STONE, MIN 1% SLOPE TO DRAIN
Q FENCE STAINLESS STEE"
3/4 FROST—PROOF YARD
L
U NOTES: 8" ABC STONE AS SHOWN GARDEN HOSE HOOK (POST) HYDRANT WITH
1. MAGNETIC FLOW METER SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS ENTIRE SITE 24" THREADED HOSE CONNECTION
r� 2. CONTRACTOR SHALL PROVIDE 2 FLANGE X FLANGE SPOOL PIECES IDENTICAL IN SIZE TYPE 4 AS MANUFACTURED BY
� SOIL WOODFORD Y34, OR EQUAL
AND LAYING LENGTH TO THE METER. GEOTEXTILE
FABRIC STAINLESS STEEL PIPE
24" X 24" (MIN) CONC BASE
U) CLAMP (2 TYP.)—\MAGNETIC FLOW METER MANHOLE WITH 6X6—W8XW8 WELDED
23 SCALE: N.T.S. WIRE FABRIC REINFORCEMENT
n
z z_
1/4 CU YD #57 STONE VALVE
0 2 SITE SURFACING FOR HYDRANT HOUSING
23 SCALE: N.T.S. DRAINAGE TYPE 2
o�
DRIVE 6" INTO s GEOTEXTILE a N
UNDISTURBED OR WELL FABRIC U
NOTE: DETAIL SHALL BE USED FOR ALL COMPACTED SOIL WATER SERVICE
GRADED AREAS UNLESS OTHERWISE SEE PLAN
BARBED WIRE ATTACHED
SPECIFIED. FENCE MAY NOT APPLY TO
ALL AREAS.
F ANGLED BARBED WIRE SUPPORT, DIRECTLY, TO POST, TPY. ALL TYP. ALL GATES 6 YARD HYDRANT
o TPY. ALL LINE POSTS END AND CORNER POSTS
AS SHOWN ON SITE PLANS 4'-0"
� 3 STRANDS OF 10'-0" TYP ROADWAY GATE OPENING ERSONNEL
23 SCALE: N.T.S.
�BARBED WIRE TOP GATE
TOP RAIL RAIL
i
i� BRACE 7 GAUGE
TENSION RAI LWIRE TOM
FINISH TRUSS ROD7 ............... 12—Y BARS
L(SPACED AS SHOWN) g
GRADE _ TYPICAL CONCRETE THRUST MIN
SPLIT MEGA LUG RETAINER
BRACE
TYP CORNE TYP LINE
� POST I � � GLAND OR WELDED ON FLANGE
<. TRUSS ROD ��
POST II COLLAR. MIN OF (A) INTO FOR DIP. PE WALL ANCHOR
LI BOTTOM RAIL UNDISTURBED MATERIAL SIZED PER MANUFACTURERS
o CONCRETE CONCRETE CONCRETE
24tp x16 AL ALL AROUND RECOMMENDATIONS FOR HDPE.
r 16 v, 12" SEE NOTE 2 PLACARD Q0 TYP GATE POST
o THIS DETAIL 2'_0" 2'-0'
N CORNER/LINE TYP GATE POST
CO CONCRETE PERSONNEL GATE
ROADWAY GATE Y/�'x
Q NOTES: TRENCH BOTTOM
Q
1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION.
Cn J 2. IF ROCK IS ENCOUNTERED WHEN SETTING POSTS, DRILL HOLES 4 INCHES LARGER IN DIAMETER THAN POSTS AND BACKFILL TO GRADE WITH CLASS
"B" CONCRETE. ELEVATION
0 3. ALL COMPONENTS OF THE CHAIN LINK FENCE SHALL BE COATED WITH BLACK POLYMER. 2" ASPH. CONC. SURFACE
0 4. PLACARD SHALL BE GREEN WITH REFLECTIVE WHITE BORDER, 2" TALL REFLECTIVE WHITE LETTERS, AND SHALL READ: BUTT EXIST PAVEMENT 1/2 S 1/2 S ���/ / V)
< CITY OF JACKSONVILLE (NCDOT TYPE S9.5B) �' E
Q TRENCH A
CAROLINA FOREST PUMP STATION 1'_p" 1'_p°° WIDTH MIN Q
Q IN CASE OF EMERGENCY CALL 910-938-5234 1 1/2" ASPH. CONC. SURFACE TRENCH
V) OVERLAY (NCDOT S9.5B) PER (MIN) (MIN) TYPICAL CONCRETE THRUST
PAVEMENT REPLACEMENT LIMITS COLLAR. MIN OF (A") INTO Q
0 5 CHAIN LINK FENCE SHOWN ON PLANS UNDISTURBED SOIL
Q 23 SCALE: N.T.S. w Q
ASPH. CONC. BASE COURSE _
W FULL DEPTH REPLACEMENT
// \\1\\/ 6—X BARS a o
cin 6" MIN DEPTH) (NCDOT TYPE EACH WAY, EACH FACE
625.013) W \ Q
LlaA
TRENCH WIDTH 12—Y BARS
o j (SPACED AS SHOWN) I 3" CLR (TYP)
COMPACTED / ~1
BAC FILL \ 6I-36" IZE X #5RS Y BARS A4" 1 87"
a \ 42"& > #6 #6 1'-8" 1'-9"
7 TYPICAL PAVEMENT REPLACEMENT 8
THRUST COLLAR
v 23 SCALE: N.T.S. 23
SCALE: N.T.S.
V)
KHA PROJECT
Cn Ki ■ 015567007 CAROLINA FOREST PUMP STATION ,,���""""I/ �% SHEET NUMBER
Z m e DATE IMPROVEMENTS AND WESTERN BLVD FORCE MAIN '•9�'=
4-6-16 _ SEAL l:.c = MISCELLANEOUS STANDARD 23
CSCALE NTS PREPARED FOR
o O 2017 KIMLEY— HORN AND ASSOCIATES, INC. 33186 : c,,; DETAILS OF
No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701 DESIGNED BY ZGP PUBLIC SERVICES DEPARTMENT �•''•FNciNF;��•' ���
-p This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JGB ��y�RY•G•Q\���,
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without NC LICENSE F-0102 WWW.KIMLEY—HORN.COM CITY OF JACKSONVILLE, NORTH CAROLINA/IIIIII0 29
0 written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and [CHECKED BY JAR SEAL:
0 Associates, Inc.

a
E
c
r
C,
C
r
C
q
C
U
C
I
a
WEATHERPROOF SIGN SEE NOTES BELOW FOR
O
STEEL POST
4' MAX. POST SPACING
POST MAY BE EITHER 4"
WEATHERPROOF SIGN SEE NOTES BELOW FOR DIAMETER PINE, 2" DIAMETER
CONSTRUCTION AND SPACING DATA. POST SHALL BE
1.33 Ib/LF STEEL
RfA�
�E0 SU / O Op
O O
CONSTRUCTION AND SPACING DATA. OAK, OR 1.33 LB/LF STEEL
ORANGE, UV RESISTANT, 5'-0" O.C.
HIGH -TENSILE STRENGTH, MAX.
PA 013000
O 0O (O �O 3g'
/
MI
WOVEN WIRE ORANGE, UV RESISTANT, 5'-0" O.C.
FENCE BACKING
POLY BARRICADE FABRIC
00 00 00 00 O MIN
�O 0O DO �O 0O
N
WOVEN FILTER FABRIC
HIGH -TENSILE STRENGTH, MAX.
POLY BARRICADE FABRIC
TREE PROTECTION AREA
WOVEN FILTER FABRIC DO NOT ENTER
Z
00 00 OO OO OO OO p
3O" MIN.
TREE PROTECTION AREA
ZONA DE PROTECSION
PARA ARBOLES — NO ENTRA SIGN
DO
DO NOT ENTER
a
0 ou ou 00 00, 0
6" TRENCH
PARn�ARBo�iESRO NOAEJNTRA SIGN
6" TRENCH
O O O O O
00000000000
0
O 00000000�00000�
I
Ig
z
000000000
MIN Z
—
;•..::: ,......: _ , ..
SUBGRADE N
00 = — _ — — _ _ _ _ _ — _ _ — —
o I—I I I—I I I—I I I III=1 i t—I i �I I I—III—III—III—III—III—III—III—I I I_I I I—III—III I I—III—III—
Sf�E p O O O �O �O oO _ _ _ _ _ _ _ _ _ _ _ _ _ _ —
III—III—III—III I I I=I I I=I I I—I I I—I I I—I I i-1 I I=I I I=I I I—I I I—I I I—I I I—I I I=I I I� I I—I III—I 11=1 I
o z
::..:'.SUBGRADE:.. ..`.:` . `. ` -.:' I _
vrA OA r 0 00 00 00 00 00 0 L,
MIN R ep SAS o Do 00 00 00 00 0 1 1 1-1 I I-1 I I 1
I I I I—III—III I
1 1 1=1 I I-1 I �I I I—III-1 I I—III—I I I� I I-1 I I-1 I I-1 I I-1 I I-1 11=1 I I I I -I I I-1 11;
I—III—III—I I I—III—I 11—I 11—I I I—I 11—III III I I 1E1 I I I I IEII—III III I
N
NOTES:
6 E 0
00 00 00 00 O -� �—III—III
I I I I I
INSTALL TREE PROTECTION FENCE AND SIGNAGE PRIOR TO CLEARING, GRUBBING, AND
STOP
O �O
00000
.I I I-II1 i III IIII � IIII I II- III � I
i1I111 � IVIII � VIII VIII VII=I � I -I I-
I I I
CONSTRUCTION. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF
00 00 O
I I =
NOTES:
INSTALL TREE PROTECTION FENCE AND SIGNAGE PRIOR TO CLEARING, GRUBBING, AND
PROJECT. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
O Of GENERAL NOTES:
CONSTRUCTION. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF
USE 36" TYPE 3 GEOTEXTILE FABRIC.
00 EE1 R
PROJECT. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
MAINTENANCE:
AI`STABILIZED LOCATED WHERE
OR S� EAI 1. USE 36" TYPE 3 GEOTEXTILE
IS
FABRIC.
INA'SPITE AOFEPRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCURE. IN SUCH
1 HIS FILTAG NTER RIIMM IMMEDIATELY RIERS SHALL AFTER EACH RAINFALL ANDY THE A TALEASTLLY DAI RESPONSIBLE DURINGRTY OR
1. ENTRANCE PAD OF #5 WASHED STONE OR RAILROAD BALLAST SHALL BE µl OA
A 0#0
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
IF
P R �E 2. USE STEEL POSTS ONLY.
CASES, REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM IMMEDIATELY.
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
R
0 ABR A51
Vrr1 ISE
2• TYPE 5 GEOTEXTLE FABRIC OR COMPACTED AGGREGATE BASE COURSE (ABC) SHALL BE USED AS A BASE , SIR R AL�
FOR THE CONSTRUCTION ENTRANCE. 12�OpJE
MAINTENANCE NOTES:
- REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM WITH
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF 5
1. FlLTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER
TREE PAINT. SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL
SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING TO
EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
- REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA, TAPER THE
BE REPLACED PROMPTLY.
TRAP SEDIMENT.
CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.
4• ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND
- CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE COLLAR AT THE TRUNK OF MAIN
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE
IMMEDIATELY.
THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
BRANCH. USE THREE SEPARATE CUTS TO AVOID PEELING BARK FROM HEALTY
HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE
5. MAINTENANCE REQUIREMENTS PER SECTION 6.06 OF NCDENR'S EROSION AND SEDIMENT CONTROL PLANNING
AREAS OF THE TREE.
SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
AND DESIGN.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE HEIGHT OF THE BARRIER. ANY
PREPARED AND SEEDED.
SEDIMENT DEPOSITS REMAINING
EXISTING GRADE, PREPARED
IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
AND SEEDED.
3 TREE PROTECTION FENCE
4. IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCURE. IN
24 SCALE: N.T.S.
SUCH CASES, REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM
1 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
IMMEDIATELY.
24 SCALE: N.T.S.
2 SILT FENCE - TYPE C
- REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM WITH
24 SCALE: N.T.S.
TREE PAINT. SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
- REPAIR DAMAGE TO BARK BY TRIMMING THE DAMAGED AREA, TAPER THE
O
PAWITH TREE
CUTO PROVIDE DRAINAGE, ANDINT
T
- CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE COLLAR AT THE TRUNK OF MAIN
/DITCH
i�
BRANCH. USE THREE SEPARATE CUTS TO AVOID PEELING BARK FROM HEALTY
AREAS OF THE TREE.
UPSTREAM END OF STORM DRAIN
STAPLE, TYP \
cc
STEEL FENCE POST, TYP
1 \
3A SILT/TREE PROTECTION COMBINATION FENCE
TRENCH 1/4" HARDWARE CLOTH
y PV nn
24 SCALE: N.T.S.
STAPLE IN PLACE 3'-0" END
1/3 PIPE DIAMETER 'I
\ /
(3' SPACING MAX) WIDTH
n 9-f�' DITCH LINING
GRADE BACK TO
II
SYNTHETIC MAT EXISTING GRADE
iv UPSTREAM END OF STORM DRAIN
OVERFLOW
1, 1
NOTE: 6" STAPLES TO BE SPACED AT
VARIES o F
TRENCH 3/4" EXTERIOR PLYWOOD
\\
f 12" MIN 3'-0" MAX IN ALL DIRECTIONS.
FLOW o w 10'-0"
y
1/3 PIPE DIAMETERri
OVERLAP
STEEL POST
J WIDTH
%//' PERSPECTIVE VIEW
II I
z
OVERFLOW
LJ 11 ACROSS PPE INLET
DITCH LININGF-,r
0
\\ //
L
END VIEW SECTION
SEE NOTE
3
BURIED 6" MIN o
4—
LEVEL LIP OF SPREADER `" a �I
�
r 6 STONE FILTER INLET PROTECTION
\/\/ SCALE: N.T.S.
r 24
o % 1
�—
}-- / ��
�� %
4" MESH
HARDWARE CLOTH
SECTIONAL VIEW
— BURY BOTTOM OF PLYWOOD
/
z
NOTES:
END VIEW SECTION
/\ \ \ �2 M P
#57 STONE
1. MATTING SHOULD BE A MINIMUM OF 4' WIDE.Ov�R�P
5
z
N
2. ENSURE SPREADER LIP IS LEVEL. 6'-D" MIN
PLYWOOD INLET PROTECTION
N
3. CONSTRUCT 20 FT TRANSITION SECTION FROM DITCH
24 SCALE: N.T.S.
PROFILE VIEW
DIVERSION CHANNEL TO BLEND SMOOTHLY TO
WIDTH AND DEPTH OF SPREADER.
NOTE: LINING TYPES SHALL BE IN ACCORDANCE WITH SECTION 35 25 00:
GRADE LINE
TEMPORARY
TYPE 1 - STRAW WITH NET
DIVERSION
DITCH
NCNOT/NCDENR APPROVED SILT
TYPE 2 - CURLED WOOD MAT
TYPE 3 - SYNTHETIC�\
\\/�\//�\/��\//�\/
PLAN VIEW
SOCKOPEN DTHROATANLERSATIVE FOR
TYPES 1-3
�/ .\/
N M
4 LEVEL SPREADER
CURB INLET
3
NOTE:
24 SCALE: N.T.S.
�j��i 1 TYP
10 FEET NI M
LENGTH
36" MAX
(CONTRACTOR TO SUBMIT DEVICE FOR
N M
APPROVAL PRIOR TO USE AND INSTALL
PER MANUFACTURER RECOMMENDATIONS)
c`y 2
ELEVATION SECTION
NCNOT/NCDENR BASIN SILT
\
STONE FILTER STONE FILTER
2/u CLASS 1%r/'/`
- ��\\ 3
RIPRAP
i�/j��j�>
CURB INLET MAT ALTERNATIVE FOR
STANDARD CATCH BASIN
CLASS A RIPRAP
TYPE 2 GEOTEXTILE
I- o
TYPE 4 FABRIC
s STONE FILTER
................................
X¢
#57 STONE
N z
.. 2/3. Lo........... .
24 SCALE: N.T.S.
1 THICK
( )
. . .
""'
DITCH PROTECTION
"""""" TYPE 2 GEOTEXTILE .......
/LLa�
(CONTRACTOR TO SUBMIT DEVICE FOR
USE INSTALL
24 SCALE: N.T.S.
FABRIC ........................
I
APPROVAL PRIOR TO AND
.............. ..............
............
��.. � ��
P MANUFACTURER
Lo ....... .....
#57 STONE
CLASS B RIPRAP
�--�1' MIN
#57 STONE
CURB INLET
#57 STONE
N z_
(1' THICK) CLASS 1
FLOW
RIPRAP
2
�W ' 311 PLAN VIEW
1 RIPRAP '\/�\/,'
10 STONE CHECK DAM
FLOWCLASS
(TYP), SURFACE EE NOTE (VERSION NOTE: CHECK DIVERSI ONS DAM OR EDIM NTSHALLT BASIN.STONE
TYPE 2 GEOTEXTILE
24 SCALE: N.T.S.
1/4" HARDWARE
CLOTH #57 STONE CONCRETE BLOCK
5H:1V SIDE SLOPES 25'-0" MIN EXISTING GRADE
(STABILIZETYP
FABRIC
FORM BERM WITH
AND TRAW NETTING)
EXCAVATED MATERIAL
OVERFLOW FILTERED WATER
9 TEMPORARY LOGGING MATS
RUNOFF WATER
W/SEDIMENT \�
EXISTING GRADE
1 `5 1
24 SCALE: N.T.S.
1
5^
TYPE II GEOTEXTILE
2
CLASS A RIP RAP SEPARATOR
1/4' HARDWARE
CLOTH
CURB INLET
13 TEMPORARY STREAM CROSSING FORD
2x4 WOOD STUDS
24 SCALE: N.T.S.
12 TEMPORARY DIVERSION SWALE
11 CURB INLET PROTECTION
24 SCALE: N.T.S.
i
24 SCALE: N.T.S.
i
KHA PROJECT
■
im e )))Horn
015567007
CAROLINA FOREST PUMP STATION
IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
s�• •9�'=
l •
MISCELLANEOUS STANDARD
SHEET NUMBER
24
DATE
4-6-16
PREPARED FOR
_ EAL
SCALE NTS
© 2017 KIMLEY–HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE NORTH CAROLINA
= 33186
��
=.��'•FNciNE��•��;�
���'�RY G
��/,,,,,,,,,\,��
DETAILS
OF
29
DESIGNED BY ZGP
No.
REVISIONS
DATE
BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
DRAWN BY JGB
by Kimley—Horn Associates, Inc. be liability to Kimley—Horn
NG LICENSE F-0102 WWW.KIMLEY–HORN.COM
#
written authorization and adaptation and shall without and
CHECKED BY JAR
SEAL:
Associates, Inc.

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GENERAL NOTES:
CONSTRUCTION PHASING
NOTES:
ADAPT THE TRAFFIC CONTROL PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD
PRIOR TO BEGINNING CONSTRUCTION, INSTALL ADVANCE WORK ZONE SIGNS AS SHOWN ON MUTCD
CONDITIONS TO PROVIDE SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED 21. PEDESTRIAN ACCESS SHALL BE MAINTAINED
ALONG ALL EXISTING SIDEWALKS AND PATHS FOR
DETAILS ON SHEETS 26 AND 27.
WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY THE DURATION OF CONSTRUCTION, UNLESS OTHERWISE DIRECTED OR APPROVED BY THE
DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR UNDESIRED OVERLAPPING OF TOWN OR THE ENGINEER. PROTECT PEDESTRIANS FROM WORK AREAS BY USE OF SAFETY
STEP 1: INSTALL ADVANCE WARNING SIGNS.
DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR REMOVAL OF FENCE AS NECESSARY.
DEVICES.
STEP 2: COMPLETE FORCE MAIN INSTALLATION AWAY FROM TRAFFIC.
IMPLEMENT A TEMPORARY
SHOULDER CLOSURE IN ACCORDANCE WITH NCDOT RSD
1101.04 WHEN WORK, WORKERS,
OR EQUIPMENT ARE WITHIN 15' OF AN OPEN TRAVEL
LANE.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION
PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER.
PHASE CONSTRUCTION TO MAINTAIN ACCESS AT ALL
POSSIBLE TIMES TO SIDE
STREETS AND DRIVEWAYS.
TIME RESTRICTIONS:
1. DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
STEP 3: IMPLEMENT A TEMPORARY CLOSURE OF SOUTHBOUND
CAROLINA FOREST BOULEVARD
LANES USING THE TRAFFIC CONTROL PLAN SHOWN ON SHEET 29. INSTALL
ROAD NAME DAY AND TIME RESTRICTIONS
TRAFFIC CONTROL DEVICES AS SHOWN ON SHEET 29
TO MAINTAIN
CAROLINA FOREST BOULEVARD 6:00 AM — 7:00 PM MONDAY—FRIDAY
NORTHBOUND AND SOUTHBOUND CAROLINA FOREST BOULEVARD
TRAFFIC IN THE
NORTHBOUND LANES. COMPLETE SEWER INSTALLATION
ACROSS SOUTHBOUND CAROLINA
2. CONTACT POLICE, FIRE AND RESCUE, AND PUBLIC TRANSIT AGENCIES PRIOR TO ROAD
FOREST BOULEVARD.
CLOSURE AND IMPLEMENTATION OF DETOUR ROUTE.
STEP 4: IMPLEMENT A TEMPORARY CLOSURE OF NORTHBOUND
CAROLINA FOREST BOULEVARD
3. MAINTAIN ACCESS TO ALL PROPERTIES AT ALL TIMES THROUGHOUT CONSTRUCTION.
LANES USING THE TRAFFIC CONTROL PLAN SHOWN ON SHEET 29. INSTALL
TRAFFIC CONTROL DEVICES AS SHOWN ON SHEET 29
TO MAINTAIN NORTHBOUND AND
4. AT THE DIRECTION OF THE ENGINEER AND AS ACTUAL FIELD CONDITIONS WARRANT, THE
SOUTHBOUND CAROLINA FOREST BOULEVARD TRAFFIC
IN THE SOUTHBOUND LANES..
CONTRACTOR SHALL ADJUST THE LOCATION AND SPACING OF ADVANCE SIGNING, DETOUR
COMPLETE SEWER INSTALLATION ACROSS NORTHBOUND CAROLINA FOREST BOULEVARD.
SIGNING, AND ASSOCIATED TRAFFIC CONTROL DEVICES.
STEP 5: REMOVE ALL TRAFFIC CONTROL DEVICES TO OPEN ALL LANES TO TRAFFIC.
LANE AND SHOULDER CLOSURE REQUIREMENTS
5. REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED
BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED OR AS
DIRECTED BY THE ENGINEER.
6. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN
UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN
TRAVEL LANE USING MUTCD DETAILS SHOWN IN PLAN UNLESS THE WORK AREA IS
PROTECTED BY BARRIER OR GUARDRAIL.
7. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO A
DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN
TRAVEL LANE USING MUTCD DETAILS SHOWN IN PLAN UNLESS THE WORK AREA IS
PROTECTED BY BARRIER OR GUARDRAIL.
8. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN
UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO THE TRAFFIC CONTROL
PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED BY THE ENGINEER. CONDUCT THE
WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL
LANE.
9. DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN TRAVELWAY,
RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED WITH GUARDRAIL OR
BARRIER.
PAVEMENT EDGE DROP OFF REQUIREMENTS
10. BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN
AREAS ADJACENT TO AN OPEN TRAVEL LANE THAT HAS AN EDGE OF PAVEMENT DROP—OFF
AS FOLLOWS:
BACKFILL DROP—OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF
45 MPH OR GREATER.
BACKFILL DROP—OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS
LESS THAN 45 MPH.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER, AT NO
EXPENSE TO THE OWNER.
11. INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT FROM THE
EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF
CONSTRUCTION.
12. PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING TO THE ROADWAY
STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS.
PROVIDE SIGNING REQUIRED FOR THE OFF—SITE DETOUR ROUTE AS SHOWN IN THE TRAFFIC
CONTROL PLANS.
13. COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED TO CLOSE THE ROAD WHEN ROAD
CLOSURE IS NOT IN OPERATION.
COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF—SITE DETOUR WHEN THE DETOUR IS
NOT IN OPERATION.
14. ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN.
15. INSTALL BLACK ON ORANGE "DIP" SIGNS (W8-2) AND/OR "BUMP" SIGNS (W8-1) IN
ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE ENGINEER.
TRAFFIC CONTROL DEVICES
16. WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK AREAS
NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT, 10 FT
ON—CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY. REFER TO NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS 1130 (DRUMS), 1135
(CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL REQUIREMENTS.
17. PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 ATTACHED, OF SUFFICIENT
LENGTH TO CLOSE ENTIRE ROADWAY.
18. PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES PERPENDICULAR TO THE EDGE OF
TRAVELWAY ON 500 FT CENTERS WHEN UNOPENED LANES ARE CLOSED TO TRAFFIC.
19. CONTRACTOR SHALL MAINTAIN SIDEWALK ACCESS AT ALL TIMES AS STATED IN THE PHASING.
CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY SIDEWALKS (CONCRETE,
ASPHALT, OR OTHER SUITABLE MATERIAL AS APPROVED BY THE ENGINEER) AT ALL
LOCATIONS WHERE THE OPEN PEDESTRIAN TRAVELWAY HAS BEEN REMOVED FOR
CONSTRUCTION OPERATIONS (UTILITIES, DRAINAGE, ETC.).
20. DO NOT PLACE EQUIPMENT ON OR RESTRICT PEDESTRIAN MOVEMENTS ON SIDEWALKS AT ANY
TIME, UNLESS OTHERWISE APPROVED BY THE TOWN OR THE ENGINEER.
ley)))Horn
© 2017 KIMLEY—HORN AND ASSOCIATES, INC.33186
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE # F-0102 WWW. KIMLEY—HORN.COM
KHA PROJECT
015567007
CAROLINA FOREST PUMP STATION
IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE NORTH CAROLINA
SEAL:
� s• :
_ •• SEAL0:7 -
= �(-
_��;
:� •••FN �•' �;
TRAFFIC MANAGEMENT
E N E RAL N TE
G O S
SHEET NUMBER
25
OF
29
DATEKi
4-6-16
SCALE N/A
DESIGNED BY DAS
No.
REVISIONS
DATE
BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
DRAWN BY CPM
CHECKED BY JJP

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NDte: Soo Tables iSH-2 rind 6H-73
fort e. mesltinq of !i -o
symbols an&or li,tte
codes used in th iw figure.
Note, The tl ff a s ac ,shouiti be
extend d so tint tie hvv- +aay
Maffic tafter is plAced betore
C: horizontal (or crest vertical)
curve to provide adequate
sii* ht distance for the
taapgcr and a queue of r
stopoed vehicies, i
optional) 8.
N r) optional)A 19,
�,r pad' r,�� �,�;', � �„✓ ��;r
.�� B 0A
I<u��ltCtnaI) (tx)f ori l)
Typical l)plt a#ion 10
N al es for Figure e 614- l ei--`4,pica1 j)1ieaLiotk 10
Lane C_'Its_snre on '1'��o-L4iqe iiCaxitl Using F°lagge
Opt It'4K
I. FOr 161r� 1.17 Si , �.
44 L 1� It1:ILal,il. >��lt.ir ��lar.lt ,_l.Il. s..,.tl�.. 6,1..1 ill l is r.d_ � .l k% � �. visible . tt .� std, ��Il�r� ttl�. i^Lsl�,�t.l 1.. al�al.l>:. to
start L1'4..k aPI)IL?AClalllg, from boih diicLiilltt,,,, a vlit_`'tti. ll:lgocr. , ositioiii:L1 to 17� "�=i'silila- tf_r kr=.til Users,
,fir ., g ' . ry , r .,+ - y , ...,,n
cw 1
�t �kc .t�ltrla.� lrtalat 1�atl`i tlirc:6�tkl..rls, la5�k i.a. as:�,cd ser: t'l5at)tet• 6E):
2. The
R1�. AHEAD .,rl,.l IirkL ENDlkt.,fAWt.tRk sl�kls firt'ay be o11rtCCs..d for SI,latt-l.11tkaCtdkrr
a pera.ttioris_
3. Fl4shi.rig w11-ruill,., h l'as alttl./or' l4l"Lgs n-ta'q e t.rsef] to 6='1411 i.rt:untioll to the aclvarl�lc VQr1`1111(t :sk to
A BL TO I"()P -Jgii ittay 6e addol st°t tll,c -J-ri
Guida:ltce:
4 `1.1r-� 1)� eXLll"Iltlti�:1 so oh a €Gtr' two-tik'a t.r ffi i:-iper is phiced l''efore k huirizollt;kl (tit°
venical l :•Lia",'�: l') proy 4 e aljegtt at, 101' tl` Bagger la.11a.l a CjLI0Ue,0f SIX)P'lled vehicles.
Standard:
5. 1t ni ;lsl:,ag er statiows shall Ix ill uininkited, except in etit ergwnc es.
tticlatal::i?:
Lls�ci, ill- BE PREPAR. 'D TO STOP i,oli should be located tsekw eeii the I I.au crr ~pion arid 4l
_ Whl�n a lit €% °'d° til "rs t 1t dl'iJ ;ZtlGr _' e\i.,[ s of up"treLtal of t_h " tI pan" a jot l :,rcu 'Ind it is aivi6 ipated
t:h1lt quLG ue floir, file LluL' lt`lighl k h."CrItl 1hra.pU-ji Kik� CXOI.aS>l) . Lite
T]'C it :,l'OUitl l'Y d. 4t4:°laal_'+.i NO Llluli. th!` r.l ltl: 1 l4)ri .ilt'ia 1)t _ lt.' Ilil lit lt`y'r :s5>"-1ikJl ti4lt6 l'414 llt `;.
t 'x '15 1: i1. l5a ittiP a I°"ktl °a P'dttit_ t la}, .,tiq, c t $3L .?1,1LL1 tu`n'e' tail:»! ' Ll:=". iw _` 6:N I G °tS tll"sett 'i}1 4i €.i" I?'+i area
16t[lt'k'It,.'tris shoL11t1 tie Itlad fut` l �.� 1191k�¢ ���,�� t":� Infornii"d 4th Els Iii ' c5 €f7cii: .vaj`iing-"
�. W,II';°la ILIIk III w aaV-nit L�•r":it1l a<1'11:+`s8412 t.;s l;ILS WidlitI tile, .kitil It :U- i Lli I' +_I" + II,, !)rl the ll'tt *Idi, of
thrt rl+.:;.1`hllRt(� a�t dila
should l e pa'o itlecl v ilh a:oRtl:atal•;ahle f -bar ririve °s a p rtiatiit+L'� 010
t11_ risky[ ��cl� 6�9( ilav at�)1'rnl.i t6?lttt�k'lrst. y
0 1t1. CJI JV 0001 1"ll'it M �Vlll t: e, 1 -di rOL'ICI 1rotttj),L11V M1001+.i OCCU l:tr:ltli'C i'.1 , 1. .Y;artS.
tillta�:�rt.
1I
0 ;µ`4 lllla.k'o'LE° or a law eri1767ivti17_'ilt l:3l�tlt_�. l?,,t"', be ik�C'L} a$: [lie- highway-raka g.�1"a3ltr'' t.lL,+:,`Y.tp�' Ct'4
rr1111111'JiZ ' ThC }tl�al '1al'kilit ' that t'v:isik l� G1'' ,tCtlall l ;. it1°girt > .t) rat I lCl ,tt Eli lii l5 p, °-Aril grat+lu
o C1l�. t>iaa . rll .;a�;tll :ii Ci'crttk 1ti�C1t � 1'ti s>l the otjiwakl i,L ifs;
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No. REVISIONS DATE BY
0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
Ki ley))) Horn
© 2017 KIMLEY—HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
INC LICENSE #F-0102 WWW.KIMLEY—HORN.COM
d s wr oRoad
with Low Traffic Volumes
(opbon l)
{,opitiortal)
(typttr'nzil)
[a OR
-RE
�
3' pe ill Barricade
Note: Sao Tables 6H-2 and dal -i -t
for the meaning of etpi
symbols and/or letter
k`OdOS Lrsetl in this figuie,
�,C•3tiiln���}
(See Section .1 1
e
30 I (100 ft) tAAX,
Buffer Space (optianal)
0"-
wlEMEMM
Note,s,f t Fi ns fill 11—'try ` ;ltl r�ii tlict�t 1,1..
Lane Closure on Two-l-�ffle 16ad with Low TrafficVokunes
opt.io r,
1_ This 3 fC, zorw application tnay he till r).s Ull Q1L-0.111 >€c toy the TTC application sfaawta it°t I igure t Irl
»
'it. "ti hicr.tltit' inif ri • v lwlte 9q Itell ihalSLIl { 1>`ttt -,X t 1 3xrC° t' iSiC`tlltt' Etutli t,l l ti3tt: t
lea Poad us(-rs from boih directions ztrc able LO INC -0 LLl)1`)r0;:aCl-1 r1L� r°: tltt°t agh and htfiyond the
work site,arid ftavt� st€tlkcierlt risibility Of ckprwo+.,t :ik rlg veiticis.
,r The' `f1Rrsi in,,a wartull') [i"thli ft -lay ltt L�:cc 6,r A � -_t --) � ,_
r l til I� _ _� l.. �� �� .'�.I
,AHEAD M111tS WIK4De Cr .1 111!�,'171. kine ClOSrtl ° <; rlucti��w kl
KHA PROJECT
015567007
DATE
4-6-16
SCALE N/A
DESIGNED BY DAS
DRAWN BY CPM
CHECKED BY JJP
CAROLINA FOREST PUMP STATION
IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA
SEAL:
• bleaning of Symbols on Typical Application
AI?➢•4Fvv Lianel
----- Arsosq pane suppoi t or trailer
0 00 (shmn faciN down)
t,hiarlgeable message si is or support trader
Crash Cushifml
Dir pti n of `temPb ary traffic is de -tour
-^-er
Direction of traffic
�a�er
I -Ii fa.fM[ warniN d ice
Luirrfimgre
N-wernont,markings that should be,
reraoved for a lonq tewv pr,Gject
819r, {sflDwn facinri left)
iur"�•ay+�r
Temporary barrier
q .... .........."' TerTrpota.ry barrief with earn-ing!I!:;iitt
`f1'rtlfjio Pr Pede4str wi slc n l
NOTES:
1. STANDARDS ARE FROM THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2009 EDITION.
2. ALL ROADS REQUIRING TEMPORARY LANE CLOSURES SHALL BE CONSIDERED MINOR TWO LANE ROADS
REQUIRING FLAGGERS UNLESS OTHERWISE CONSIDERED BY THE ENGINEER AS A TWO LANE LOW VOLUME ROAD.
S l • ��
33186
,RYG.
011111100\\
STANDARD TRAFFIC
MANAGEMENT DETAILS
SHEET NUMBER
26
OF
29
ZETruck
mourtted atterwatot
�
3' pe ill Barricade
f
Warniray kghts
Work space
Work vehicle
NOTES:
1. STANDARDS ARE FROM THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2009 EDITION.
2. ALL ROADS REQUIRING TEMPORARY LANE CLOSURES SHALL BE CONSIDERED MINOR TWO LANE ROADS
REQUIRING FLAGGERS UNLESS OTHERWISE CONSIDERED BY THE ENGINEER AS A TWO LANE LOW VOLUME ROAD.
S l • ��
33186
,RYG.
011111100\\
STANDARD TRAFFIC
MANAGEMENT DETAILS
SHEET NUMBER
26
OF
29

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jobib 6H4 Meanihq of Letter Codiss on
yp
Road Tyl
Distance
_ .
' t n
res*
Ur1ban (1,o " speed)'
(I o)
30
U MP it h l ii peed)'
Oct (k)
t .q (3 50.,
- ,.) o
i i3z?"D". '")
Hural
0 w
'150(500)
{ 5-50
(5 l ).
es ir,gy . Freewa,IJI
ji -11
30 1,1, ��.�I�l�
50 � , 00)
0�I 1,_:_x,640
S L r to be dc -Ill n d. by �Di li ll agenq
Distances a Q n fln asters di e .. `" ium irtqs! A, B. artd C are the. dirniiniorts
shoorn in F u i- lh u - I r t rl .t 4r1 . the r 1i"I tlietransition, ol
i,nt of restriction tc the irk` i �''i. -rhe. B i iir;lerIsii.;.' ` i�s th6 distance b-et-yoll tirte hirstn s(Ic rld
signs. 'Ii e C d i rT) e nsIc)rI j the dIS ° cla b t3kv c -,n .xh0 eill. 0nd 4nIll t1,111r r i,, 4Th e third e, ig n as `
fill une in, a. tier S ° . r: art 1 1 b a rive roachinr: a M
Ir .
ljllli�l 1 111111111111111111 Jill
1. 1111111 !: l; II
140 Mph or Inti
JA5,mph
or II`iore..
. IN
"� L = tapJ length In e1:f--,rs east)
W width at offset ixr-nt s, iJ
N > posted spead limit, or oft -p -a �ath,-pu rl ti Ie speed p ri - fa toi 'work, or the
tl
arificio4ted operating spell i'n Ism n tr i
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0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
o0 written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
EL
K 0
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© 2017 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM
tib; Memeaning of the
caIs an `or letter
fit# users in this figure,
S Ll ti jX)ll
T
Notes for Figure W43-7�ypiu,,&Appliofion 13,
Temptwary RIJ Ci assure
L Conditions represent d aro a plimed elosure not exceeding 20 ininutes durinty the aY'Lifile.
Standard.,
2. =fir flag er or wnif trtned law enforcement afficewr shall be used tear this application. The fla !;ell
if lased -f this application, 'shall follow the proced.lil e� noted intcaCfA 6E.t)
. 4
a� 6E-05
Guictt_e-
Th-c. utttCrtxz�law �far. nt_r�t�frr�r rl used l tt1r�al�feroiF should $6lotthe procedures rioted
in Sections 6E.04 and 6E.0i.
pLioll,'
4. A BE PRE— A:RED TO STOPsign may, be, added to I leo si n se nes.
Gtiic14,11kce:
5� When used. they BE PRIEP.k]ZE D TO STOP Sic=.rt ,010 1d he located E-ai.fore tlr� :l la"oer ash l la��l st,�._t.
NOTES:
1. STANDARDS ARE FROM THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2009 EDITION.
2. ALL ROADS REQUIRING TEMPORARY LANE CLOSURES SHALL BE CONSIDERED MINOR TWO LANE ROADS
REQUIRING FLAGGERS UNLESS OTHERWISE CONSIDERED BY THE ENGINEER AS A TWO LANE LOW VOLUME ROAD.
KHA PROJECT
015567007
DATE
4-6-16
SCALE N/A
DESIGNED BY DAS
DRAWN BY CPM
CHECKED BY JJP
CAROLINA FOREST PUMP STATION
IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA
SEAL:
Figur 6H-27. 'lo ure at Side of Intersection (TA -27)
r� OAC? W'C;h K t
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III
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-Of fii'a Syrr7i OIS an:& rx le ter co',dles U-)eid li
thi's fig.3rl .
Typical Application,27
Niotos ; 6H-27-1vpic� ";A pp i tiim 27
clostire ,tt Side of tnterse-c itrt)
)G �.,l1lil!l(,]{7 CiCr 1Lti.L! 11ti :iltL pIlrler i
4:nat k, on,;.
+r;�MCit�; i; a.;11'0blettt, It rr,00011 Vc hiCUIar ts'affitc !hould bC Llit'e- k:d to olther
roads or .str e;.�Z= _
. Del'?I_ridffl � ciiii i user r.jr uniffinneii. 14w enforceril offi eils$ should be used
t£1 41i road Lv-vv :`a �,Vlthixl the Ir3t�i'�L4 t64lrt.
,Standard:
. Xt night, neer station shall I -k-, iffil III intated eb cept i.tr emergeiJ
Option.,
4_ ONE, L.ANE lWA&) 1Atl1':I-\f) J be Lls�d to Provid.c;.:rl; quare advance Nval l'llI'l ,.
rte l'iFt°' M!"I{.la-duration � ,'or'k op.raJ r{Il �---si.t:tli llfi$11„ #.ev icos, rl`la�, he 11 i. vehicic
hi kr li"lirtl� t�' it�t�E1J%':'. I lgl lith{?_ s;spall :1 91�« sir r't?1�°Ji ll€` "I�, I?t} :i,tirll"t {l
in ilie. wor
7 A, lel"; PREPikkED TO STOP sign may tie, �Kt: vd t(1 the, sio: n
Guidance:
. W114:11 LISUj� the BE PREPA l D TO , TOP si$oaa slte idd be 10CAlR:LI l lIl2f0 e, rllC Flagger r -,;vtr bot Sigh.
SuprwrE:
9. `luras III lay prril"aibiLed US regUifN]i bV 4`ONCuldtt' 1J, coadition-S. Tirtless J streits tire wide,1t tJ
l -W Ithy° iCal Iy lnipossible to iit;11.r: ccjr�aia runts: es, cially fr larg- vehil les.
Option:
Ill_ V'ehIcl>r la zaald watrLriq ioflms� (p4y l'aC tise--d toSttp WIctrt high-intensity rotarlt�;�. I l Iwlle,l I Cil}iotiit�,
of strobe b holits_
Standard:
11. Nlehic°le hazard wall si naLs shall.n t he msed instead of the -vehieivi's high -i temsity rotating,
thx: sin , oscillating,or strobe lights.
SEAL
33186
STANDARD TRAFFIC
MANAGEMENT DETAILS
SHEET NUMBER
27
OF
29

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ATE
-6
4-16 IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
>� im e orn
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© 2017 KIMLEY—HORN AND ASSOCIATES, INC. SCALE 1 = 300 PREPARED FOR = 33186 �7—
T N0. REVISIONS DATE 87 300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701 DESIGNED BY DAS PUBLIC SERVICES DEPARTMENT '•••FN �.•��; OVERVIEW �F
-O This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY CPM ii q
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without NC LICENSE �F-0102 WWW.KIMLEY—HORN.COM CITY OF JACKSONVILLE NORTH CAROLINA ,\\\\\ 29
� written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and CHECKED BY JJP , IIIIIII
� Associates, Inc.
SEAL:

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KHA PROJECT
015567007
CAROLINA FOREST PUMP STATION
IMPROVEMENTS AND WESTERN BLVD FORCE MAIN
AR�
:• •:��'=
SHEET NUMBER
2 9
ATE
4 D6-16
© 2017 KIMLEY—HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NG LICENSE F-0102 WWW.KIMLEY—HORN.COM
�
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE NORTH CAROLINA
SEAQ ,�
= Gki
33186
- • �,;
9•�'•Fiy `��'J��
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'%,,RY G.I�����`
TRAFFIC MANAGEMENT
PLAN
OF
29
SCALE 1 = 50
No.
REVISIONS
DATE
BY
DESIGNED BY DAS
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
DRAWN BY CPM
CHECKED BY JJP
written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
7
IIIIIIII
SEAL: