20130832 Ver 2_401 Application_20131231

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Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing 1I ^�
1 a. Type(s) of approval sought from the
Corps:
}
®Section 404 Permit ❑Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 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 40,1
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:
Smith and Sanford Creek Greenway and Sidewalk Project (TIP# C-5164)
2b. County:
Wake
2c. Nearest municipality / town:
Town of Wake Forest
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
C-5164
3. Owner Information
3a. Name(s) on Recorded Deed:
Town of Wake Forest
3b. Deed Book and Page No.
(Town will secure easements)
3c. Responsible Party (for LLC if
applicable):
Town of Wake Forest, Planning Department
3d. Street address:
301 South Brooks Street
3e. City, state, zip:
Wake Forest, NC 27587-2901
3f. Telephone no.:
919-435-9513
3g. Fax no.:
919-435-9539
3h. Email address:
[e-mail]�
Page 1 of 16�
PCN Form — Version 1.3"December 10 2008 Version
ter "
�O.

4. Applicant Information (if different from owner)
4a. Applicant is:
® Agent ❑ Other, specify:
4b. Name:
n/a
4c. Business name
(if applicable):
n/a
4d. Street address:
n/a
4e. City, state, zip:
n/a
4f. Telephone no.:
n/a
4g. Fax no.:
n/a
4h. Email address:
n/a
5. Agent/Consultant Information (if applicable)
5a. Name:
Jason Hartshorn
5b. Business name
(if applicable):
Kimley-Horn and Associates, Inc.
5c. Street address:
3001 Weston Parkway
5d. City, state, zip:
Cary, NC 27513
5e. Telephone no.:
919-677-2000
5f. Fax no.:
919-677-2050
5g. Email address:
[e-mail]
Page 2 of 16
PCN Form — Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
(See attached Figure 5 for Parcel Locations)
1749287146
1749367274
1749369169
1749389140
1749463351
1749464333
1749465314
1749477456
1749488755
1749591750
1749663478
17497668191749769436
1a.
Property identification no. (tax PIN or parcel ID):
1749769937
1749770225
1749860699
1749860745
1749860907
1749860987
1749861645
1749873079
1840405222
1840516056
1840601854
1840628697
Latitude: 35.940933 Longitude: - 78.509511
1 b.
Site coordinates (in decimal degrees):
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
15.4 acres
2.
Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Smith Creek and Sanford Creek
proposed project:
2b.
Water Quality Classification of nearest receiving water:
C; NSW
2c.
River basin:
Neuse
Page 3 of 16
PCN Form — Version 1.3 December 10, 2008 Version

3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The proposed greenway is an extension of the existing Smith and Sanford Creek Greenways. Land use in the vicinity is
predominately mixed use residential and commercial development, with large tracts of forested land adjacent to Smith
Creek and Sanford Creek.
3b. List the total estimated acreage of all existing wetlands on the property:
0.38 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
132 LF
3d.
Explain the purpose of the proposed project: _
Connect existing pedestrian and bicycle facilities in the Town of Wake Forest.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed greenway trail runs from the Heritage Garden Street cul-de-sac, southwest along Smith Creek, then east
along Sanford Creek to Orange Cosmos Avenue Center along existing utility easement, and north along Forestville Road
and Heritage Lake Road to the Smith Creek Soccer along NCDOT right-of-way. The length of the proposed greenways
will total approximately 2.5 miles. The proposed sidewalks and/or improvements total approximately 1.25 miles along
Heritage Lake Road, Rogers Road, and Forestville Road. Six bridges will be installed or constructed along the total
project length to minimize impacts to jurisdictional features. Typical roadway and bridge construction equipment including
cranes, track hoes, back hoes, graders, dump trucks, and bulldozers will be utilized.
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: The site includes areas covered by existing
jurisdictional determinations and/or permits, including the
City of Raleigh Public Utilities Department's Smith Creek
Interceptor project (portions along the western side of the
project area between Rogers Road and Sanford Creek), and
a future residential development located between Forestville
®Yes El No El Unknown
Road and Orange Cosmos Avenue in the southeastern
quadrant of the corridor (Forestville Road Developers, LLC
JD is attached).
A preliminary jurisdictional determination request is included
as part of this application for areas not covered by the
previously mentioned JDs. James Lastinger of the USACE
Raleigh Regional Office verified jurisdictional features within
the project corridor.
4b.
If the Corps made the jurisdictional determination, what type
® Preliminary ® Final
of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known): Unknown
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The Smith Creek Interceptor project was approved and constructed at an unknown date within the last 5 years, the
Approved JD for the Forestville Road Investors site was signed on August 7, 2013. The jurisdictional determination for the
remaining areas of the corridor as shown on Figure 3 is being submitted concurrently with this application.
Page 4 of 16
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 project area includes 4 other unrelated projects that will interact with this project in some manner: 1) the City of
Raleigh's Smith Creek Interceptor project, located along the western side of the corridor, 2) Rogers Road Bridge widening
by NCDOT, 3) Forestville Road Bridge widening by NCDOT, and 4) Forestville Road Investors, LLC proposed residential
development. The past permit history for these projects is unknown.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
n/a
Page 5 of 16
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
Page 6of16
PCN Form — Version 1.3 December 10, 2008 Version

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
Type of jurisdiction
impact
Type of impact
Type of
Forested
(Corps - 404, 10
Area of impact
number —
wetland
DWQ — non -404, other)
(acres)
Permanent
(if known)
(P) or
Temporary
T
Site #1
Fill(P)0.003
®Yes
®Corps
acres
® P ® T
Construction Access (T)
Riverine
❑ No
❑ DWQ
temporary, 0.001
acres permanent
Site #5
El P ®T
Construction Access (T)
Riverine
® Yes
El No
® Corps
[I DWQ
0.001 acres
Site #6
El P ®T
Construction Access (T)
Riverine
® Yes
El No
® Corps
El DWQ
0.002 acres
0.032 acres
Site #7
Fill (P)
Riverine
® Yes
® Corps.
temporary, 0.048
®P ®T
Construction Access (T)
❑ No
❑ DWQ
acres
permanent
Site #10
E] P ®T
Construction Access (T)
Riverine
® Yes
❑ No
® Corps
El DWQ
0.001 acres
Site #11
El P ®T
Construction Access (T)
Riverine
® Yes
El No
® Corps
❑ DWQ
0.02 acres
Site #13
Fill(P)
( )
®Yes
®Corps
0.007 acres
® P ® T
Construction Access (T)
Riverine
❑ No
❑ DWQ
temporary, 0.017
acres permanent
Site #15
Fill (P)
® Yes
® Corps
0.019 acres
® P ® T
Construction Access (T)
Riverine
❑ No
❑ DWQ
temporary, 0.061
acres permanent
Site #16
Fill(P)0.013
acres
® P ® T
Construction Access (T)
Riverine
Nos
M DWQ
temporary, 0.044
acres permanent
Site #17
Fill (P)
® Yes
® Corps
0.013 acres
® P ® T
Construction Access (T)
Riverine
❑ No
❑ DWQ
temporary, 0.032
acres permanent
Site #19
Fill (P)
® Yes
® Corps
0.022 acres
® P ® T
Construction Access (T)
Riverine
❑ No
[:1 DWQ
temporary, 0.013
acres permanent
Site #20
El P ®T
Construction Access (T)
Riverine
❑ Yes
® No
® Corps
E] DWQ
0.015 acres
Site #21
Fill (P)0.014
®Yes
®Corps
acres
®P ®T
Construction Access (T)
Riverine
El No
E] DWQ
temporary, 0.005
acres permanent
0.162 acres
2g. Total wetland impacts
temporary, 0.221
acres permanent
2h. Comments: All of the permanent wetland impacts resulting from construction of the greenway project involve the
placement of fill material. Temporary impacts will result from necessary construction access corridors, and will be returned to
preconstruction contours after completion of the project.
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
Type of impact
Stream
Perennial (PER)
Type of jurisdiction
Average
Impact
length
Page 7of16
PCN Form — Version 1.3 December 10, 2008 Version

impact
name
or intermittent
(Corps - 404, 10
stream
(linear
number -
(INT)?
DWQ - non -404,
width
feet)
Permanent
other)
(feet)
(P) or
Temporary
(T)
Site #14
Construction Access
Sanford
E] PER
® Corps
5'
32 LF
[:1P ®T
Creek
® INT
E] DWQ
Site #14
® P ❑ T
Embankment Protection
Sanford
Creek
[-]PER
® INT
® Corps
E] DWQ
5'
14 LF
Site #25
-1T
Bank Stabilization
Sanford
® PER
® Corps
25'
86 LF
® P F
Creek
❑ INT
El DWQ
32 LF
3h. Total stream and tributary impacts
temporary,
100 LF
permanent
3i. Comments: Temporary impacts to Sanford Creek will result from construction access required for installation of the
elevated boardwalk crossing over the creek. Permanent impacts shown at Site 14 will result from the placement of
embankment protection at the outlet of an existing drainage swale into Sanford Creek. Permanent impacts shown at Site 25
will result from the repair and bank stabilization of 86 LF of eroded bank that has been removed through scour due to beaver
activity. Water quality in Sanford Creek will improve overall due to the proposed stream impacts as further sediment loss at
these sites will be prevented.
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
Temporary
T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments: No open water impacts will result from the proposed construction.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond
Proposed use or purpose of
(acres)
ID
number
pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments: No ponds or lakes will be constructed as part of the proposed project.
5h. Is a dam high hazard permit required?
Yes ®No If yes, permit ID no:
FEI
Page 8 of 16
PCN Form - Version 1.3 December 10, 2008 Version

5i. Expected pond surface area (acres):
n/a
5j. Size of pond watershed (acres):
n/a
5k. Method of construction:
n/a
Page 9 of 16
PCN Form — Version 1.3 December 10, 2008 Version

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 E] Tar -Pamlico F-1 Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for
Buffer mitigation
Zone 1 impact
Zone 2 impact
Permanent
impact
Stream name
required?
(square feet)
(square feet)
(P) or
Temporary
T
Site #1
❑ P ®T
Greenway/Hiking
Trails
UT to Smith Creek
® Nos
266 SF temporary
178 SF temporary
Site #2
Greenway/Hiking
Smith Creek
❑ Yes
145 SF temporary,
834 SF temporary,
®P ®T
Trails
® No
948 SF permanent
1,019 SF permanent
Site #3
Greenway/Hiking
Smith Creek
❑ Yes
260 SF temporary,
306 SF temporary,
® P ® T
Trails
® No
199 SF permanent
427 SF permanent
Site #4
Greenway/Hiking
Smith Creek
❑ Yes
1,920 SF temporary,
1,318 SF temporary,
® P ® T
Trails
® No
1,066 SF permanent
1,556 SF permanent
Site #8
Greenway/Hiking
Smith Creek
❑ Yes
0 SF
370 SF temporary,
® P ® T
Trails
® No
364 SF permanent
Site #9
Greenway/Hiking
Smith Creek
❑ Yes
0 SF
1,291 SF temporary,
® P ® T
Trails
® No
2,514 SF permanent
Site #12
Greenway/Hiking
Smith Creek
❑ Yes
0 SF
260 SF temporary,
® P ® T
Trails
® No
1 SF permanent
Site #14
Greenway/Hiking
Smith Creek
❑ Yes
1,944 SF temporary,
744 SF temporary,
® P ® T
Trails
® No
925 SF permanent
990 SF permanent
Site #16
Greenway/Hiking
Smith Creek
❑ Yes
2,247 SF temporary,
850 SF temporary,
® P ® T
Trails
® No
411 SF permanent
1,370 SF permanent
Site #18
Greenway/Hiking
Smith Creek
❑ Yes
2,159 SF temporary,
1,352 SF temporary,
® P ® T
Trails
® No
138 SF permanent
385 SF permanent
Site #20
Greenway/Hiking
Sanford Creek
❑ Yes
1,026 SF
811 SF
❑ P ® T
Trails
® No
Site #21
Greenway/Hiking
Sanford Creek
❑ Yes
2,081 SF temporary,
1,429 SF temporary,
® P ® T
Trails
® No
592 SF permanent
1,250 SF permanent
Site #22
Greenway/Hiking
Sanford Creek
El Yes
425 SF temporary,
449 SF temporary,
® P ® T
Trails
® No
363 SF permanent
1,465 SF permanent
Site #23
Greenway/Hiking
Sanford Creek
❑ Yes
105 SF temporary, 2
235 SF temporary,
®P ®T
Trails
® No
SF permanent
1,098 SF permanent
Site #24
Greenway/Hiking
Sanford Creek
❑ Yes
287 SF temporary,
1,254 SF temporary,
® P ® T
Trails
® No
267 SF permanent
4,287 SF permanent
Site #25
Greenway/Hiking
Sanford Creek
❑ Yes
5,455 SF temporary,
803 SF temporary,
®P ®T
Trails
® No
186 SF intermittent
2,870 SF permanent
Site #26
Greenway/Hiking
Sanford Creek
❑ Yes
0 SF
289 SF temporary,
® P ® T
Trails
® No
1,104 SF permanent
Site #27
Greenway/Hiking
Sanford Creek
❑ Yes
1,218 SF temporary,.
1,265 SF temporary,
® P ® T
Trails
® No
570 SF permanent
3,727 SF permanent
Site #28
Greenway/Hiking
Sanford Creek
❑ Yes
574 SF temporary,
407 SF temporary,
® P ® T
Trails
® No
716 SF permanent
748 SF permanent
6h. Total buffer impacts
20,112 SF temporary,
14,445 SF temporary,
6,383 SF permanent
25,175 SF permanent
Page 10 of 16
PCN Form — Version 1.3 December 10, 2008 Version

6i. Comments: The proposed project will construct a greenway path along an existing sewer easement adjacent to Smith
Creek and Sanford Creek and their tributaries. Buffer impacts will result in locations where the streams are being crossed, or
where other constraints prevented construction outside of the riparian buffers.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Direct impacts to streams in the project corridor were avoided by creating a parallel alignment outside of regulated buffers
along the majority of the corridor, and necessary stream crossing locations were selected where pre -constructed spans or
boardwalks could be used to span the entire stream. The proposed stream stabilization impacts (86 LF) will improve water
quality within Smith and Sanford Creeks and were not required to construct the greenway project, and no length of channel
will be lost or degraded, only improved and stabilized. Wetlands were crossed with boardwalks where feasible, and the final
alignment was located so that the paved greenway surface would be outside of the regulated riparian buffers as much as
possible.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Measures will be taken throughout the construction process to reduce erosion and sedimentation input to the stream and
buffers by utilizing silt fencing along Smith Creek and Sanford Creek and their tributaries. The bank stabilization proposed
along Sanford Creek will be constructed using vegetated soil lifts for long term stability.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation
® Yes ❑ No
for impacts to Waters of the U.S. or Waters of the
State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
® Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: EBX-EM, LLC
3b. Credits Purchased (attach receipt and letter)
Type Riverine Wetland
Quantity 0.442 acres
3c. Comments: 0.442 Riparian-Riverine Wetland Mitigation Credits from EBX sponsored Neu -Con Stream Umbrella Mitigation
Bank have been made available for the greenway project. (See attached `Mitigation Bank Statement of Availability" document)
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:
n/a
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
n/a
4e. Riparian wetland mitigation requested:
n/a
4f. Non -riparian wetland mitigation requested:
n/a
4g. Coastal (tidal) wetland mitigation requested:
n/a
4h. Comments:
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.
n/a
Page 11 of 16
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?
within one of the NC Riparian Buffer Protection Rules?
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.
flow off the path. Typically, where it is being collected, it will be conveyed in grass
6e.
swales. Most collected stormwater will be on the upslope side to bypass offsite
Reason for impact
Total
Multiplier
Required mitigation
Zone
conveyances within the buffers. NOTE: Please see the attached Erosion
impact
Control Drawings to see the most detailed information of measures
(square feet)
to handle stormwater.
(square
feet
Zone 1
n/a
n/a
n/a
n/a
Zone 2
n/a
n/a
n/a
n/a
6f. Total buffer mitigation required:
n/a
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: Construction of greenway/hiking trails within the Neuse River Basin regulated riparian buffer is "allowable" and
no mitigation is required according to the Neuse River Buffer Rules (15A NCAC 02B .0233).
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: For the most part, stormwater will not be collected, but allowed to sheet -
flow off the path. Typically, where it is being collected, it will be conveyed in grass
swales. Most collected stormwater will be on the upslope side to bypass offsite
runoff around the trail. Additionally, there are many locations where offsite runoff will
® Yes ❑ No
be bypassed beneath the path into existing conveyances without modifying those
conveyances within the buffers. NOTE: Please see the attached Erosion
Control Drawings to see the most detailed information of measures
to handle stormwater.
Page 12 of 16
PCN Form — Version 1.3 December 10, 2008 Version

2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
23%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The project is a linear transportation
project and does not require a stormwater management plan, however a stormwater management plan will be submitted
to the Town of Wake Forest prior to construction.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
No runoff from the path will be allowed to concentrate. Any concentrated runoff from off site will be bypassed in a
nonerosive manner.
® 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?
Wake Forest, NC
® Phase II
® NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
® Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑Yes ®No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 13 of 16
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. 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: A Programmatic Categorical Exclusion has been approved for the
proposed project and final approval is attached.
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): n/a
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
F1 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 proposed project will not result in additional development. The greenway and sidewalk facilities proposed will serve
existing communities and connect existing public locations.
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.
No wastewater will be generated from the proposed project.
Page 14 of 16
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?
NC Natural Heritage Program database records (updated October 2013) were reviewed and no recorded occurrences of any
federally endangered or threatened species were found within the study corridor or within 1.0 -mile of the study area.
Suitable habitat for Michaux's sumac is present within the study area within the maintained sewer easement, power line right
of ways, and maintained roadside areas. KHA staff conducted pedestrian field surveys within areas of suitable habitat on May
17, 2013 to identify if Michaux's sumac is present within the study corridor. No individuals of Michaux's sumac were found by
KHA staff. Due to the lack of recorded element occurrences, and the lack of observed individuals in the project study area, it
has been determined that the construction of the proposed greenway project will have no effect on any federally listed
endangered or threatened 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 Essential Fish Habitat Mapper was reviewed on Tuesday, July 23, 2013 with no essential fish habitat found
within the project area or within the vicinity of the project.
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 State Historic Preservation Office database was reviewed on July 23, 2013 to determine if any historic resources
occurred in the vicinity of the study area. There are no historic or archaeologic resources within the project boundary.
One national register individual listing, one surveyed point, and one study list individual entry within one mile of the study
area. All three of these entries are over a quarter of a mile from the project area and will not be impacted in by the
greenway project. Therefore, the proposed project will not impact any historic or archaeological resource.
Page 15 of 16
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:
A detailed hydraulic analysis was conducted of Smith Creek and Sanford Creek using a HEC=RAS model and a CLOMR is
being submitted to the NC Flood Mapping Program.
8c. What source(s) did you use to make the floodplain determination?
NC Floodmaps Database
Jason Hartshorn
12/18/2013
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 16 of 16
PCN Form — Version 1.3 December 1,0, 2008 Version

SIGNED AGENT
AUTHORIZATION FORM

Letter of Authorization
Mrs. Candace Davis, with the Town of Wake Forest authorizes Kimley-Horn and
Associates, Inc. to act as our limited agent to coordinate with the U.S. Army
Corps of Engineers and North Carolina Division of Water Quality for the
preparation and submittal of jurisdictional determinations and 404/401 permits
applications associated with the Smith and Sanford Creek Greenway project
(C-5164) located in Wake County, North Carolina Authorization will terminate
on either fmal agency action or upon written notification from either parties
involved.
Company Name: Kimley-Horn and Associates, Inc.
Contact Name: Jason Pace, P.E.
Client Name: Candace Davis
Client Address: 301 South Brooks Street
Wake Forest, NC 27587-2901
Client Phone #: [phone]
Client Fax #: [phone]
Client Email: cdavis(a)—wakeforestnc.Eov
t
(Signature of Client)
IIq.abk3
Date

FIGURES

Legend
Q Project Boundary
Town of Wake Forest
Town of Rolesville
Wake County
Figure 1
Vicinity Map
TOWN Of Smith and Sanford Creek Greenway
WAKE FOREST and Heritage Lake Road Sidewalk
TIP Project No. C-5164
Wake Forest, Wake County

r
0
ve
'13,
M
�-�' } • Legend WE
f hw (� Project Boundary
S
Q 0 1,000 2,000
Feet
Figure 2
USGS Topographic Map (Wake Forrest and Rolesville Quads - 1981)
TOWN of Smith and Sanford Creek Greenway
WAKE FOREST and Heritage Lake Road Sidewalk
TIP Project No. C-5164
Wake Forest, Wake County

04
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Figure
FloodFEMA Hazard Zone
ft
1 • • . Creek Greenway
Heritage and Lake '•_. Sidewalk
IIIAVV
- - -

PROGRAMMATIC CATEGORICAL EXCLUSION
APPROVAL

G. Categorical Exclusion Approval
TIP Project No. C-5164
WBS Element 46229.1.1
Federal -Aid Project No. CMS -0527(10)
Project Description:
The Town of Wake Forest proposes to extend the Smith and Sanford Creek Greenways
and provide sidewalks along Heritage Lake Road to support bicycle and pedestrian travel
between residential, employment, commercial, and institutional centers. The proposed
new 2.5 -mile section of greenway would extend the existingl0-foot paved path
approximately 3,300 feet south (from the existing Smith Creek Greenway terminus) to the
confluence of Smith Creek and Sanford Creek and 9,200 feet west along Sanford Creek (to
the existing Sanford Creek Greenway terminus). Sidewalk construction along Heritage
Lake Road is proposed for approximately 1.25 miles (from Heritage Links Drive to just
north of the Smith Creek Soccer Center) to complete the connections to major portions of
Heritage Phases I-IV and Heritage North. The project corridor is shown in Figures 1-4.
This project is listed as C-5164 in the NCDOT State Transportation Improvement
Program (STIP) ("Smith and Sanford Creek Greenway and Sidewalks, Constrict trail and
sidewalks to connect major activity centers in Wake Forest") and is funded through the
Congestion Mitigation and Air Quality (CMAQ) program.
Categorical Exclusion Action Classification:
TYPE II(A) NO BOXES Checked
X TYPE II(B) ANY BOX is Checked
Prepared:
Date Ifffrey W. Moore, P.E.
Kimley-Horn and Associates, Inc.
[phone], License No: 22436
Reviewed By:
Date Project Development & Environmental Analysis Unit
North Carolina Department of Transportation
Approved By:
Date �� Division Administrator
Federal Highway Administration

FORESTVILLE ROAD INVESTORS, LLC
APPROVED JURISDICTIONAL
DETERMINATION

U.S. ARMY CORPS OF ENGINEERS ,
WILMINGTON DISTRICT
Action Id. SAW -2013-00936 County: Wake U.S.G.S. Quad: NC -WAKE FOREST
Property Owner:
Address:
Telephone Number:
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Forestville Road Investors. LLC
Andrew Ammons
P.O. Box 1615
Wake Forest, NC, 27588
919-562-1322
Size (acres) 16 Nearest Town Wake Forest
Nearest Waterway Sanford Creek River Basin Upper Neuse. North Carolina.
USGS HUC 3020201 Coordinates Latitude: 35.9373712575402
Longitude: -78.5028953654724
Location description: The property is bordered to the west by Forestville Rd., and to the south by Foxwild Lane
adiacent to Sanford Creek, in the town of Wake Forest, Wake County, North Carolina Aquatic features on site drain
to Sanford Creek in the Neuse River basin.
Indicate Which of the Followinll Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). If you wish, you may request
an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide
new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your property have been delineated and the delineation has been verified
by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed
and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
X The waters of the U.S, including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 8/7/2013. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
Page 1 of 2
L

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact James Lastinger at 919-554-4884 x32 or
James.C.Lastinger(@usace.army.mil.
C. Basis For Determination: wetlands on site exhibit criteria as described in the Corps 1987 wetland delineation
manual and appropriate regional supplement.
D. Remarks: Site visit made on May 17, 2013. Previous determination made on 11/29/2004 AID 200420834
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination 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 request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 10/7/13.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory
Date: August 7, 2013 , Expiration Date: August 7, 2018

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Surveyor visit hyp.-Aper2 nwp usace.ariny.iitills:n-vey.html to
complete the survey online.
Copy furnished:
ESI, Inc.
Attn: Jeff Harbour
524 South New Hope Rd.
Raleigh, NC 27610

Applicant: Forestville Road Investors, LLCI File Number: SAW -2013-00936
Andrew Ammons
Date: August 7, 2013
Attached is: See Section below
Ell INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission) A
F11 PROFFERED PERMIT (Standard Permit or Letter ofpermission) B
❑ PERMIT DENIAL C
01 APPROVED JURISDICTIONAL DETERMINATION D
F11 PRELIMINARY JURISDICTIONAL DETERMINATION E
i�!+y��_l i•n.}"g:<i'entiesr=o.u:.r Ilk" adiriistrativea ` ealFof-ilie above `decisio
orp
-�4r ���_:iF+:-.iFi .0 •.?��ar" i s�:•� R•: •Tr?.} f rt:':� '{L-'i�4�.i:ac;S r^LP��."::-.a'-t '�➢'IEs.. .Ji= ._ - -},.y..- _ �• -- _ _ _,
'ddrtronal>informatton may beifound,.at.http.//www.usace.arm�miUmet/functions/cwlcecwo/teg:or . "3`_ =r_ __ - - -
_- ^: sJ _.ky r„;ti'l;L:'is�.fi: 4'�,t;:s.�,;5, •y+sfr.,:a` r.:.;u�r_.:_.r�Y '�j-te a`:+r�s`xi.c-:::nta ,<•.:a_��• w?...'S•Ti�t•.'Iz_:a- -'k.` .
_ Iv'�rart 33.1:• •.�- -
tions•
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the pen -nit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a pen -nit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
sl pi ' - '.f:.l:' P' `I1+.- :S• li:.4: - JMi :lyy" .ry'<"?•, i! D-.1{' - - - f _ - _ ��d' -
..'-.n'`.'`i C] - 4. .K: E f.�F�. { ' __ •`y. i' ?.C': - _n5:•Ati .4 isj:__ �: _ (i � " ..-I`sY .S'..`�''
.+i ,4"_sr �?.: .•i3-l`,��L'J'�t"v _ '.L.,_rh.y� s:r'c - : S • • S.-. .f;". . 1 _ .:1�_ } y_ }�
'1e+.•s .r.. I+:y e. i.Y. CSE'.. 3.S'e-'-`S ..d:•�;:/ `�•: -��!! nt2 'i.. ;'1 _ _ _ _ :V1s. -.
_:.;
SECTION IL'-rRE t "VEST F,OR AE)?EAI,tor OBJEC�TIOI`TS'TO:AN;I'I�IITIPi)✓,,PRQF .ERED PERIYIIT i;`=',: -
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
OI�IT:OE`C019TQiG' FOR. -.UESTTONS'OR INFORI_vIA' _`; -
�"
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Raleigh Regulatory Field Office
CESAD-PDO
Attn: James Lastinger, Regulatory Specialist
U.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Dr., suite 105
60 Forsyth Street, Room 1OM15
Wake Forest, NC 27587
Atlanta, Georgia 30303-8801
919-554-4884 ext 32
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of an site investigation, and will have the o ortuni to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: James Lastinger, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

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:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply
- checked items should be included in case file and, where checked and
requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: Kimley-Horn and Associates, Inc.
® 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: 1:24,000 Wake
Forest (1987) and Rolesville (1980) Quads.
® USDA Natural Resources Conservation Service Soil Survey. Citation:
Wake County NRCS Soil Survey, 1970
❑ 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): NC Statewide Orthoimagery
Project, 2010.
or ❑ Other (Name & Date):
❑ Previous determination (s). File no. and date of response letter:
❑ Other information (please specify):

IMPORTANT (VOTE: 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)
li6LD /;v�� / 3
nature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the, signature is impracticable)

Estimate
d amount
Site
Cowardin
of
Class of
number
Latitude
Longitude
Class
aquatic
aquatic
resource
resource
in review
area
Stream 1
35.955725
-78.501182
Riverine
155 linear
non -section
(Smith
feet
10 — non -tidal
Creek
Stream 2
35.937745
-78.507634
Riverine
100 linear
non -section
(Sanford
feet
10 — non -tidal
Creek
Stream 3
35.949992
-78.500909
Riverine
45 linear
non -section
feet
10 — non -tidal
Stream 4
35.948194
-78.502186
Riverine
22 linear
non -section
feet
10 — non -tidal
Stream 6
35.938244
-78.499863
Riverine
22 linear
non -section
feet
10 — non -tidal
Stream 7
35.944174
-78.512198
Riverine
24 linear
non -section
feet
10 — non -tidal
Wetland 1
35.948177
-78.502201
Palustrine
0.001
non -section
acres
10 — wetland
Wetland 3
35.937745
-78.500042
Palustrine
0.001
non -section
acres
10 — wetland
Wetland 5
35.939334
-78.514278
Palustrine
0.009
non -section
acres
10 — wetland
Wetland 6
35.937903
-78.511915
Palustrine
0.010
non -section
acres
10 — wetland
Wetland 7
35.937590
-78.512137
Palustrine
0.014
non -section
acres
10 — wetland
Wetland 8
35.937600
-78.507800
Palustrine
0.018
non -section
acres
10 — wetland

Letter of Authorization
Mrs. Candace Davis, with the Town of Wake Forest authorizes Kimley-Horn and
Associates, Inc. to act as our limited agent to coordinate with the U.S. Army
Corps of Engineers and North Carolina Division of Water Quality for the
preparation and submittal of jurisdictional determinations and 404/401 permits
applications associated with the Smith and Sanford Creek Greenway project
(C-5164) located in Wake County, North Carolina Authorization will terminate
on either final agency action or upon written notification from either parties
involved.
Company Name: Kimley-Born and Associates, Inc.
Contact Name: Jason Pace, P.E.
Client Name: Candace Davis
Client Address: 301 South Brooks Street
Wake Forest, NC 27587-2901
Client Phone M 919435-9513
Client Fax M 919-435-9539
Client Email: cdavisAwakeforestuc.eov
t
(Signature of Client)
3,�g.av�3
Date

LG
1 2013EGUI-P�TOR OFFICE _
RD ��
rn
n
_0
c Sr(E NCGS MONUMENT "FORESTMLLE"
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VICINITY MAP
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as
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` R. D. RHYNE, Jr. M I
` DH 7212. PG. 235 4i
a �
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z W R. P. DUPREE
60 DB 13020, PG. 154
Q: o
THIS CERTFIES 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, T1415 DETERMINATION OF SECTION 404 JU14SDICTION
MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS WE.
THIS OETERMINAIKNI WAS MADE UTILIZING THE APPROPRIATE PPLEMENT
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PARCELS 1,2,3 & 4, PROPERTY OF FORESTVILLE ROAD INVESTMENTS, LLC
AS RECORDED IN DB 11752, PG. 501, & BM 1990, PG. 1142 W.C.R.
WETLAND DELINEATION SURVEY
LEGEND PROPERTY OF
IPS—Iron Pin Set ANDREW L AMMON& FCNVLI.E VENnJRES L LLC
EIP—Existing Iron Pin I+ F�,jE ROAD I IVESTMMM. IlC
PLCS—Parker—Kahn Nail Set
EPK—Existing Porker—Kaon Nail
PP—Power Pole
OHP—Over Head Power 0' 100' 200' SME' 1" =300' a L SCOTT
Center line LAW SLRVEY i%'
R/W—Right of Way PATE; 6-04-13
Line
It—Property Lines Not Surveyed 1" = 20V "e �5 e.r
ECM—Existing Concrete Monument SHEET 1 OF 3

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INTROL i
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DB 13020. PG 154
WILDFLOWER SUBDIVISION
PHASE 2, SECTION 3 AT
HERITAGE WAKE FOREST
SM 2005, PG. 1538
ORANGE COSMOS AVE.
5W PUBLIC RIW
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DATE: 6-04-13
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WILDFLOWER SUBDIVISION
PHASE 2, SECTION 3 AT
HERITAGE WAKE FOREST
SM 2005, PG. 1538
ORANGE COSMOS AVE.
5W PUBLIC RIW
---.--.—
PROPERTY OF
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DATE: 6-04-13
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RECEIVEC
JUN '11 2013
RALEIGH REGULATORY
FIELD OFFICE
1735
WETLAND n4 A
2425 S.F.
(DFL) -DATA FOW LOCATION
NW
TOWN OF WAKE FOREST
DB 11322, PG. 2626
N/F
S. E. BURNETT
DB 8534. PG. 2754
THIS CERTIFIES THAT THIS COPY OF THIS PIAT 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„ THIS DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE )K&LE&QL3WS DATE.
THIS DETERMINATION WAS MADE UT1L0N U L0
1EI4
T
TO THE 1987/ CORPS OF ENGINEERS WET1.
teipA56*r
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N6.tk NASI - JUN 11 2013
PIN#:1749663478 RALEIGH REGULATORY
s= PIN#: 1749669299 DAFIELD OFFICE"= PIN#: 1749765204 S�ii✓- Zv l3-J�J S3�
•.a suR�o rr� PIN#: 1749769436 TOWNSHIP: WAKE FOREST COUNTY: WAKE STATE: NORTH CAROLINA
;gG���`r PARCELS 1,2,3 & 4, PROPERTY OF FORESTVILLE ROAD INVESTMENTS, LLC
AS RECORDED IN DB 11752, PG. 501, & BM 1990, PG. 1142 W.C.R.
lucTl Akin nC1 1A1C•A nr1A1 C110XIL-V
LEGEND
PROPERTY OF
IPS -Iron Pin set
R
AI+D12M L AI!1WONS. FONVL.Lr= VENTLIM S IL LLC
mac'
HERITAGE SOUTH SUBDIVISION
F. FONVLLE ROAD f4VEST�, LLC
PHASE 2. SECTION 1 AT
HERITAGE WAKE FOREST
SCALE- 1« -30W
BM 2005, PG. 2025
1735
WETLAND n4 A
2425 S.F.
(DFL) -DATA FOW LOCATION
NW
TOWN OF WAKE FOREST
DB 11322, PG. 2626
N/F
S. E. BURNETT
DB 8534. PG. 2754
THIS CERTIFIES THAT THIS COPY OF THIS PIAT 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„ THIS DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE )K&LE&QL3WS DATE.
THIS DETERMINATION WAS MADE UT1L0N U L0
1EI4
T
TO THE 1987/ CORPS OF ENGINEERS WET1.
teipA56*r
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N6.tk NASI - JUN 11 2013
PIN#:1749663478 RALEIGH REGULATORY
s= PIN#: 1749669299 DAFIELD OFFICE"= PIN#: 1749765204 S�ii✓- Zv l3-J�J S3�
•.a suR�o rr� PIN#: 1749769436 TOWNSHIP: WAKE FOREST COUNTY: WAKE STATE: NORTH CAROLINA
;gG���`r PARCELS 1,2,3 & 4, PROPERTY OF FORESTVILLE ROAD INVESTMENTS, LLC
AS RECORDED IN DB 11752, PG. 501, & BM 1990, PG. 1142 W.C.R.
lucTl Akin nC1 1A1C•A nr1A1 C110XIL-V
LEGEND
PROPERTY OF
IPS -Iron Pin set
R
AI+D12M L AI!1WONS. FONVL.Lr= VENTLIM S IL LLC
PIP—Existing Iron Pin
PICS--Porker—Katon Nail Set
F. FONVLLE ROAD f4VEST�, LLC
EPK—Existing Porker—Kalon Nail
SCALE- 1« -30W
E. L SO=
PP—Power Pole
OHP—Over Head Power
O' 100' 200'
F Center Line
R/VY—Right of Wayebwh
LAW Si.12VEYM
DATE: 6-04-13
Li Property Line
tines Not Surveyed�'
l = 200
LANDSIJfW£fORS
J0�
ECM—Exisring Concrete Monument
SHEET 2 OF 3
"-�+%��

Rogers Rd
Y
R
v
�qj
a
a�
m
0
LL
N
0 2,000 4,000 WE
Feet
S
Legend
0 Project Boundary
RM Town of Wake Forest
Town of Rolesville
Wake County
Figure 1
Vicinity Map
TOWN of Smith and Sanford Creek Greenway
WAKE FOREST and Heritage Lake Road Sidewalk
TIP Project No. C-5164
Wake Forest, Wake County

�1 I
1
.� 1
00
0
� � k
1 N
`�—r •
Legend W E
Project Boundary S
d 0 1,000 2,000 i
s � Feet C
Figure 2
USGS Topographic Map (Wake Forrest and Rolesville Quads - 1981)
TOWN of Smith and Sanford Creek Greenway
WAKE FOREST and Heritage Lake Road Sidewalk
TIP Project No. C-5164
Wake Forest, Wake County

Map Symbol
Soil Unit
AfA
Altavista fine sandy loam, Oto 2 percentslopes
A C2
Appling sandy loam, 6to 10 percentslopes, moderately eroded
Bu
Buncombe loamy sand
Cm
Chewacla
LoD
Louisburg loamy sand
LwC
Louisbur -Wedowe complex
Me
Mantachie sandy loam
WmC2
Wedowee sandy loam, 6to10percentslopes, moderate lyeroded
WmD2
Wedowee sandy loam, 10to 15 percent slopes, moderatel eroded
Wo
Wehadkee and Bibb soils, Oto 2 percent slopes, frequently flooded
Wwc lWilkesloam,2to
10 ercentslo es
WwE
Wilkesloam,10to20percent slopes
WwF lWilkes
loam, 20 to 45 percent slopes
WxE lWilkes
cobbly loam, 15 to 25 percent slopes, very ston
2
y'.
(WNDA
061nC2
CeC2
DuB
F
�' fid' ___._ . `�► .
CeB2
A"IN
TOWN of
WAKE FOREST
�' L
WmC2
-WwE ,
a"
e N
Legend WE
v. ky
.,q Project Boundary S
0 1,000 2,000
.•7=1 Feet
WC ir•:
WwF
Wo AJ`' L4
{ LWB
WwE ,�
z` WmC
u
e
.ppC2 ti.
A /'CM F pC2�
{r
AfA t -o[)
/ APB! 'y
/ APC2
LoU APD
Nv+{
01D Wm ,� o
WmC2 ,
2
ApB2
DL
I _ Ape p
n�
Figure 4
USDAINRCS Soil Survey Map (Wake County - 1970)
Smith and Sanford Creek Greenway
and Heritage Lake Road Sidewalk
TIP Project No. C-5164
Wake Forest, Wake County

WETLAND DETERMINATION DATA FORM —Atlantic and Gulf Coastal Plain Region
Project/Site: Smith and Sanford Creek Greenway City/County. Wake Forest/Wake Sampling Date: 3/21/2013
Applicant/Owner. Town of Wake Forest State: NC Sampling Point: W1 - Up
Investigator(s): Chris Tinklenberg, WRIT; Todd St. John, P.E. Section, Township, Range:
Landform (hillslope, terrace, etc.): Hillslope Local relief (concave, convex, none): convex Slope (%) 2%
Subregion (LRR or MLRA): LRR PL L. 35.948276 Long: -78.502145 Datum: NAD83
Soil Map Unit Name: LoD - Louisburg loamy sand, 10 to 15 percent slopes NWI classification: NA
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes _
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
1( No
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 ✓
Wetland Hydrology Present? Yes No ✓ within a Wetland? Yes No
Remarks:
W1 -Up is located within the buffer area just outside of a regularly maintained lawn. Although the
dominance test was met, indicators of hydrology and hydric soil were not present; therefore the data
point is upland.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
— Surface Soil Cracks (136)
Surface Water (A1) _
Aquatic Fauna (B13)
` Sparsely Vegetated Concave Surface (138)
High Water Table (A2) _
—Saturation
Marl Deposits (B15) (LRR U)
_ Drainage Patterns (B10)
(A3) _
`_
Hydrogen Sulfide Odor (C1)
` Moss Trim Lines (1316)
Water Marks (61) _
Oxidized Rhizospheres along Living Roots (C3)
_ Dry -Season Water Table (C2)
Sediment Deposits (132) _
Presence of Reduced Iron (C4)
_ Crayfish Burrows (C8)
Drift Deposits (B3) _
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 (65) `
Other (Explain in Remarks)
` Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (137)
— FAC -Neutral Test (D5)
Water -Stained Leaves (139)
_ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
✓ Depth (inches): na
Water Table Present? Yes No
✓ Depth (inches): na
Saturation Present? Yes No
✓ Depth (inches): na
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of hydrology were not observed.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region –Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: W1 - Up
25 = Total Cover
50% of total cover: 12 5 20% of total cover: 5
Sapling Stratum (Plot size: 30' )
1
Pinus taeda 5
2 Juniperus virginiana 5
3.
4. _
5. _
6.
50% of total cover: 5
Shrub Stratum (Plot size: 30'
na
2.
3.
4.
5.
6.
50% of total cover:
Herb Stratum (Plot size: 10'
1.
2
3.
4.
5.
6.
7.
8.
9.
10.
11.
50% of total cover:
Woody Vine Stratum (Plot size: 10' )
1 Toxicodendron radicans
2 Lonicerajaponica
3.
4.
5.
Yes FAC
Yes FACU
10 = Total Cover
20% of total cover: 2
0 = Total Cover
20% of total cover:
0 = Total Cover
20% of total cover:
15 Yes FAC
10 Yes FAC
25 = Total Cover
50% of total cover: 12.5 20% of total cover: 5
(If observed, list morphological adaptations below).
US Army Corps of Engineers
Prevalence Index worksheet:
Absolute Dominant Indicator
Dominance Test worksheet:
OBL species
Tree Stratum (Plot size: 30'
) ° Cover Species? Status
Number of Dominant Species
FAC species
1 Pinus taeda
20 Yes FAC
That Are OBL, FACW,-or FAC: 4
(A)
2 Cercis canadensis
5 Yes UPL
(A) 0 (B)
Total Number of Dominant
3.
Species Across All Strata: 6
(B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC. 67%
(A/B)
6.
25 = Total Cover
50% of total cover: 12 5 20% of total cover: 5
Sapling Stratum (Plot size: 30' )
1
Pinus taeda 5
2 Juniperus virginiana 5
3.
4. _
5. _
6.
50% of total cover: 5
Shrub Stratum (Plot size: 30'
na
2.
3.
4.
5.
6.
50% of total cover:
Herb Stratum (Plot size: 10'
1.
2
3.
4.
5.
6.
7.
8.
9.
10.
11.
50% of total cover:
Woody Vine Stratum (Plot size: 10' )
1 Toxicodendron radicans
2 Lonicerajaponica
3.
4.
5.
Yes FAC
Yes FACU
10 = Total Cover
20% of total cover: 2
0 = Total Cover
20% of total cover:
0 = Total Cover
20% of total cover:
15 Yes FAC
10 Yes FAC
25 = Total Cover
50% of total cover: 12.5 20% of total cover: 5
(If observed, list morphological adaptations below).
US Army Corps of Engineers
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals: 0
(A) 0 (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
❑✓ 2 - Dominance Test is >50%
3 - Prevalence Index is s3 0'
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in
(7 6 cm) or larger in diameter at breast height (DBH).
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in (7.6 cm) DBH.
Shrub — Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb — All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody vine — All woody vines, regardless of height
Hydrophytic
Vegetation
Present? Yesa No
_a
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) % Tyoe Loc Texture Remarks
0-5 10YR 5/4 100 Sandy loam
5-14 10YR 4/3 100
Sandy 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 1538)
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) _
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) _
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Sandy Gleyed Matrix (S4) _
Reduced Vertic (F18) (MLRA 150A, 150B)
Sandy Redox (S5) —
Piedmont Floodplain Soils (F19) (MLRA 149A)
_ Stripped Matrix (S6) _
Anomalous Bright Loamy Soils (1720) (MLRA 149A, 153C, 153D)
_ Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type
Depth (inches):
Remarks:
The soil profile did not meet any indicators of hydric soil.
Hydric Soil Present? Yesa No -Z
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/Site: Smith and Sanford Creek Greenway City/County: Wake Forest/Wake
Applicant/Owner: Town of Wake Forest State: NC
Investigator(s): Chris Tinklenberg, WPIT; Todd St. John, P.E. Section, Township, Range:
Landform (hillslope, terrace, etc.): Drained pond Local relief (concave, convex, none): Concave
Subregion (LRR or MLRA): Lat: 35.94825 Long: -78.502273
Soil Map unit Name: LoD - Louisburg loamy sand, 10 to 15 percent slopes NWI classification: N/A
Sampling Date: 3/21/2013
Sampling Point: W1 -Wet
Slope (%u) 0 <1 0
Datum: NAD83
Are climatic / hydrologic conditions "on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation , Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes Vf No
Are Vegetation , Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No Is the Sampled Area
Hydric Soil Present? Yes ✓ No
Wetland Hydrology Present? Yes v"No within a Wetland? Yes No
Remarks:
Wetland 1 is a non -tidal freshwater marsh wetland type located within a finger of a historically
drained pond. Hydrology is influenced primarily by Stream 5/6 but likely receives roadside and
parking lot runoff from Heritage Lake Road and the adjacent developments.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reouired)
Primary Indicators (minimum of one is reouired: check all that apply)
_ Surface Soil Cracks (136)
_ Surface Water (Al) _
Aquatic Fauna (1313)
` Sparsely Vegetated Concave Surface (B8)
✓ High Water Table (A2)
Marl Deposits (B15) (LRR U)
✓ Drainage Patterns (610)
✓ Saturation (A3) _
Hydrogen Sulfide Odor (C1)
` Moss Trim Lines (B16)
_ Water Marks (B1) _
Oxidized Rhizospheres along Living Roots (C3)
_ Dry -Season Water Table (C2)
✓ Sediment Deposits (62) _
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) _
—Iron
Thin Muck Surface (C7)
✓ Geomorphic Position (D2)
Deposits (135) `
—Inundation
Other (Explain in Remarks)
_ Shallow Aquitard (D3)
— Visible on Aerial Imagery (137)
_ FAC -Neutral Test (D5)
Water -Stained Leaves (B9)
_ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
✓ Depth (inches): na
Water Table Present? Yes ✓ No
Depth (inches): 6"
Saturation Present? Yes ✓ No
Depth (inches): 0.1
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Hydrology is influenced by an unnamed tributary that flows into and through the wetland as well as
storm runoff from adjacent developments.
The wetland area is within an old pond bed that has been
drained.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Tree Stratum (Plot size.30,
1 Salix nigra
2.
3.
4.
5.
6.
50% of total cover: 2.5
Sapling Stratum (Plot size: 30' )
1. na
2.
3.
4.
5.
6.
50% of total cover:
Shrub Stratum (Plot size- 30' )
1. na
2-
3.
4.
5.
6.
50% of total cover:
Herb Stratum (Plot size: 10'
1 Panicum sp.
2 Typha latifnlia
3 Rubus argutus
4.
5.
6.
7.
8.
9.
10.
11.
50% of total cover: 45
Woody Vine Stratum (Plot size: 10' )
1. na ---
2.
3.
4.
5.
50% of total cover: _
Remarks: (If observed, list morphological adaptations
Sampling Point: W1 -Wet
Absolute Dominant Indicator Dominance Test worksheet:
° Cover Species? Status Number of Dominant Species
5 Yes OBL That Are OBL, FACW, or FAC: 3 (A)
Total Number of Dominant
Species Across All Strata: 4 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 75% (A/B)
5 = Total Cover Prevalence Index worksheet:
_ 20% of total cover: 1 Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x4=
UPL species x 5 =
Column Totals: 0 (A) 0 (B)
Prevalence Index = B/A =
0 = Total Cover
Hydrophytic Vegetation Indicators:
- 20% of total cover: 1 - Rapid Test for Hydrophytic Vegetation
❑✓ 2 - Dominance Test is >50%
3 - Prevalence Index is s3.0'
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
90 = Total Cover
20% of total cover: 18
Hydrophytic
0 = Total Cover Vegetation
20% of total cover: Present? Yes 0 No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
0 = Total Cover
Tree- Woody plants, excluding woody vines,
- 20% of total cover:
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
60 Yes FAC
Sapling - Woody plants, excluding woody vines,
20 Yes OBL
approximately 20 ft (6 m) or more in height and less
10 No FAC
than 3 in (7.6 cm) DBH.
Shrub- Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb -AII herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
90 = Total Cover
20% of total cover: 18
Hydrophytic
0 = Total Cover Vegetation
20% of total cover: Present? Yes 0 No
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) % Tyr)el Loc
Texture Remarks
0-2 10YR 6/6 100
Sand
2-8 10YR 5/2 95
7.5YR 4/6 5 C M
Sandy loam
8-16 10YR 6/2 80
7.5YR 5/6 20 C M
Sandy loam
'Type: C=Concentration, D=De letion, 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 153B)
_ 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)
_ Marl (F10) (LRR U)
_ Other (Explain in Remarks)
_ Depleted Below Dark Surface (All 1)
_ Depleted Ochric (F11) (MLRA 151)
_ Thick Dark Surface (Al 2)
— Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Coast Prairie Redox (Al 6) (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, 1508)
_ 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 (inches):
Hydric Soil Present? Yes No
Remarks -
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/Site: Smith and Sanford Creek Greenway City/County: Wake Forest/Wake Sampling Date: 3/21/2013
Applicant/Owner: Town of Wake Forest State. NC Sampling Point: W2 - Up
Investigator(s): Chris Tinklenberg, WPIT; Todd St. John, P.E. Section, Township, Range:
Landform (hillslope, terrace, etc )• Hillslope Local relief (concave, convex, none): concave
Subregion (LRR or MLRA): LRR P Lat: 35.937227 Long: -78.506586
Soil Map Unit Name: WmD2 - Wedowee sandy loam, 10 to 15 percent slopes, moderately eroded NWI classification: NA
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology • significantly disturbed? Are "Normal Circumstances" present? Yes V( No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
Slope (%): 3%
Datum. NAD83
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 ✓
Wetland Hydrology Present? Yes No ✓ within a Wetland? Yes No
Remarks:
W2 -Up is located in an open field just upslope from the wetland data point. Hydrophytic vegetation,
indicators of hydrology and hydric soil were not present; therefore the data point is upland.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauired)
Primary Indicators (minimum of one is reauired: check all that apply)
— Surface Soil Cracks (136)
Surface Water (Al) _
Aquatic Fauna (1313)
— Sparsely Vegetated Concave Surface (68)
High Water Table (A2) _
Marl Deposits (615) (LRR U)
.— Drainage Patterns (610)
Saturation (A3) _
Hydrogen Sulfide Odor (C1)
` Moss Trim Lines (1316)
Water Marks (131) _
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 (64) _
Thin Muck Surface (C7)
_ Geomorphic Position (D2)
Iron Deposits (135) `
Other (Explain in Remarks)
` Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (137)
_ FAC -Neutral Test (D5)
Water -Stained Leaves (69)
_ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
✓ Depth (inches): na
Water Table Present? Yes No
✓ Depth (inches): na
Saturation Present? Yes No
✓ Depth (inches): na
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of hydrology were not observed.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region –Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: W2 -Up
95 = Total Cover
50% of total cover: 47 5 20% of total cover: 19
Woody Vine Stratum (Plot size: 10, )
1. na
2.
3.
4.
5. Hydrophytic
0 = Total Cover Vegetation /
50% of total cover: _ 20% of total cover: Present? Yes F NoFV]
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
1 Quercus rubra
10
Yes FACU
That Are OBL, FACW, or FAC: 2 (A)
2.
Total Number of Dominant
3.
Species Across All Strata: 7 (B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 29% (A/B)
6.
Prevalence Index worksheet:
10 = Total Cover
Total % Cover of: Multiply by:
50% of total cover:
20% of total cover:
Saolino Stratum (Plot size: 30' )
OBL species x 1 =
1 Acer rubrum
10
Yes FAC
FACW species x 2 =
2 Juniperus virginiana
10
Yes FACU
FAC species x 3 =
3 Pinus taeda
5
Yes FAC
FACU species x4=
UPL species x 5 =
4
Column Totals: 0 (A) 0 (B)
5
6•
Prevalence Index = B/A =
25
= Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover: 12.5
20% of total cover 5
>l 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 30' )
❑ 2 - Dominance Test is >50%
1 • na
❑ 3 - Prevalence Index is 53 0'
2.
Problematic Hydrophytic Vegetation' (Explain)
3.
4•
'Indicators of hydric soil and wetland hydrology must
5.
be present, unless disturbed or problematic.
6.
Definitions of Five Vegetation Strata:
0
= Total Cover
Tree —Woody plants, excluding woody vines,
50% of total cover:
20% of total cover:
approximately 20 ft (6 m) or more in height and 3 in.
Herb Stratum (Plot size: 10, )
(7.6 cm) or larger in diameter at breast height (DBH).
1 Eupatorium capillifolium
30
Yes FACU
Sapling —Woody plants, excluding woody vines,
2 Festuca sp.
30
Yes FACU
approximately 20 ft (6 m) or more in height and less
3 Digitaria sp
30
Yes FACU
than 3 in. (7.6 cm) DBH.
4. Rubus argutus
5
No FAC
Shrub— Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
5
6.
Herb — All herbaceous (non -woody) plants, including
7
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
8.
3 ft (1 m) in height.
9.
Woody vine — All woody vines, regardless of height.
10.
11.
95 = Total Cover
50% of total cover: 47 5 20% of total cover: 19
Woody Vine Stratum (Plot size: 10, )
1. na
2.
3.
4.
5. Hydrophytic
0 = Total Cover Vegetation /
50% of total cover: _ 20% of total cover: Present? Yes F NoFV]
Remarks. (If observed, list morphological adaptations below)
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) % Tyne' Loc Texture Remarks
0-8 10YR 7/6 100 Loamy sand
8-15 10YR 4/6 100
Sandy day 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 Sol
Histosol (A1)
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):
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 (At 0) (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 (178) —
Very Shallow Dark Surface (TF12)
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, 150B)
Piedmont Floodplain Soils (F19) (MLRA 149A)
_ Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Remarks:
The soil profile did not meet any indicators of hydric soil.
Hydric Soil Present? Yes F] No .
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/Site. Smith and Sanford Creek Greenway City/County: Wake Forest/Wake Sampling Date: 3/21/2013
Applicant/Owner. Town of Wake Forest State: NC Sampling Point: W2 -Wet
Investigator(s): Chris Tinklenberg, WPIT; Todd St. John, P.E. Section, Township, Range:
Landform (hillslope, terrace, etc.): hillslope Local relief (concave, convex, none): concave Slope (%): 2%
Subregion (LRR or MLRA): LRR P Lat: 35.937423 Long: -78.506649 Datum: NAD83
Soil Map Unit Name: CmA - Chewacla sandy loam, 0 to 2 percent slopes, frequently flooded NWI classification: NA
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes _
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
V( No
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 No
Wetland Hydrology Present? Yes ✓ No
Remarks:
W2 -Wet is a bottomland hardwood forest wetland located within the geomorphic floodplain of Sanford Creek.
Hydrology for Wetland "2" is also influenced by seepage from the adjacent hillside to the south as well as an upslope
pond to the north flowing parallel to Forestville Road. It is likely that the construction of the sanitary sewer line has
altered the natural hydrology in this area.
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of two reouired)
Primary Indicators (minimum of one is reouired: check all that apply) _ Surface Soil Cracks (66)
_ Surface Water (Al) _ Aquatic Fauna (B13) — Sparsely Vegetated Concave Surface (138)
✓ High Water Table (A2) _ Marl Deposits (B15) (LRR U) _ Drainage Patterns (610)
✓ Saturation (A3) _ Hydrogen Sulfide Odor (Cl) ` Moss Trim Lines (1316)
Water Marks (61) _ Oxidized Rhizospheres along Living Roots (C3) _ Dry -Season Water Table (C2)
Sediment Deposits (62) _ 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 (134) _ Thin Muck Surface (C7) ✓ Geomorphic Position (D2)
Iron Deposits (B5) — Other (Explain in Remarks) ` Shallow Aquitard (D3)
— Inundation Visible on Aerial Imagery (67) _ FAC -Neutral Test (135)
Water -Stained Leaves (139) _ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No ✓ Depth (inches): na
Water Table Present? Yes ✓ No Depth (inches): 12"
Saturation Present? Yes ✓ No Depth (inches): 6"
Wetland Hydrology Present? Yes � No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Hydrology has likely been altered due to the relatively recent construction of the sanitary sewer line
which has likely compacted the soils and affected permeability. Groundwater seepage and surface
saturation was observed slightly downslope from the data point location.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region –Version 2 0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: W2 -Wet
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30' ) ° Cover Species? Status Number of Dominant Species
1 Acer rubrum 40 Yes FAC That Are OBL, FACW, or FAC: 8 (A)
2 Betula nigra 15 Yes FACW
Salix nigra 15 OBL Total Number of Dominant
3, gra Yes Species Across All Strata: 8 (B)
4.
Percent of Dominant Species
5. That Are OBL, FACW, or FAC: 100 (A/g)
6.
50% of total cover: 35
Sapling Stratum (Plot size: 30' )
4 Acer rubrum
2.
3.
4.
5.
6.
70 = Total Cover
20% of total cover: 14
10 Yes FAC
10 = Total Cover
50% of total cover: 5 20% of total cover: 2
Shrub Stratum (Plot size: 30' )
1 Ligustrum sinense 5 Yes FAC
2.
3.
4.
5.
6
5 = Total Cover
50% of total cover: 2.5 20% of total cover:
Herb Stratum (Plot size: 10' )
1 Panicum sp 50 Yes FAC
2 Juncus effusus 15 Yes OBL
3 Rubw argutus 5 No FAC
4.
5.
6.
7.
8.
9.
10.
11.
50% of total cover: 35
Woody Vine Stratum (Plot size: 10' )
1 Lonicera japonica
2.
3.
4.
5.
70 = Total Cover
20% of total cover: 14
15 Yes FAC
15 = Total Cover
50% of total cover: 7.5 20% of total cover: 3
Remarks: (If observed, list morphological adaptations below).
US Army Corps of Engineers
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x4=
UPL species
x 5 =
Column Totals: 0
(A) 0 (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
❑✓ 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 Five Vegetation Strata:
Tree — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling — Woody plants, excluding woody vines,
approximately 20 It (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub— Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb — All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody vine — All woody vines, regardless of height
Hydrophytic
Vegetation
Present? Yes No
Atlantic and Gulf Coastal Plain Region —Version 2.0

SQL 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 Smoist) %
Color (moist) % Tyoe Loc Texture Remarks
0-5 10YR 3/2 90
7.5YR 5/6 10 C PL loam
5-14 10YR 5/2 95
10YR 5/6 5 C M Loamy sand
'Type: C=Concentration D=De letion, 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 Soils':
_ 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 (At 0) (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 153B)
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 (TIF 12)
_ 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 (At 2)
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)
_ Delta Ochric (F17) (MLRA 151) unless disturbed or problematic.
_ Sandy Gleyed Matrix (S4)
_ Reduced Vertic (F18) (MLRA 150A, 150B)
✓ 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:
LL
Depth (inches):
�/
Hydric Soil Present? Yes • No
Remarks:
An abrupt change from loamy to sandy soils is likely a result of the sanitary sewer
construction. Hydric soil indicator S5 (Sandy Redox) was met beginning at 5".
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/Site: Smith and Sanford Creek Greenway City/County: Wake Forest/Wake
Applicant/Owner: Town of Wake Forest State: NC
Investigator(s): Chris Tinklenberg, WPIT; Todd St. John, P.E. Section, Township, Range:
Landform (hillslope, terrace, etc ): Floodplain Local relief (concave, convex, none): concave Slope (%): 2%
Sampling Date- 3/21/2013
Sampling Point: W3 -Up
Subregion (LRR or MLRA). LRR P Lat: 35.937909 Long: -78.500144 Datum: NAD83
Soil Map Unit Name: CmA - Chewacla sandy loam, 0 to 2 percent slopes, frequently flooded NWI classification: PF01A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes V/ No
Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No Is the Sampled Area
Hydric Soil Present? Yes No ✓ ✓
within a Wetland? Yes No
Wetland Hydrology Present? Yes No ✓
Remarks:
W3 -Up is located within the buffer area just southwest of a privately owned, regularly maintained
lawn. Although the dominance test was met, indicators of hydrology and hydric soil were not
present; therefore the data point is upland.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauired)
Primary Indicators (minimum of one is reauired: check all that aooly)
Surface Soil Cracks (136)
Surface Water (Al) _
Aquatic Fauna (1313)
_ Sparsely Vegetated Concave Surface (138)
High Water Table (A2) _
Marl Deposits (615) (LRR U)
_ Drainage Patterns (610)
Saturation (A3) _
Hydrogen Sulfide Odor (Cl)
_ Moss Trim Lines (1316)
Water Marks (B1) _
Oxidized Rhizospheres along Living Roots (C3)
_ Dry -Season Water Table (C2)
Sediment Deposits (62) _
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 (134) _
Thin Muck Surface (C7)
_ Geomorphic Position (D2)
Iron Deposits (65) —
Other (Explain in Remarks)
` Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (67)
_ FAC -Neutral Test (D5)
Water -Stained Leaves (139)
_ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
✓ Depth (inches): na
Water Table Present? Yes No
✓ Depth (inches): na
Saturation Present? Yes No
✓ Depth (inches): na
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks.
Indicators of hydrology were not observed.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: W3 -Up
6.
Absolute
Dominant Indicator
Dominance Test worksheet:
Hydrophytic Vegetation Indicators:
50% of total cover: 2.5
Tree Stratum (Plot size: 30' )
° Cover Species?
Status
Number of Dominant Species
❑✓ 2 - Dominance Test is >50%
1 Ligustrum sinense
1
Betula nigra
20
Yes
FACW
That Are OBL, FACW, or FAC:
6
(A)
2
Quercus nigra
20
Yes
FAC
be present, unless disturbed or problematic.
6,
Definitions of Five Vegetation Strata:
20 = Total Cover
Tree –Woody plants, excluding woody vines,
50% of total cover: 10
Total Number of Dominant
approximately 20 ft (6 m) or more in height and 3 in.
Herb Stratum (Plot size: 10, )
3.
Acer ruhrum
10
No
FAC
Species Across All Strata:
8
(B)
4.
Liquidambar styracii lua
5
No
FAC
Shrub– Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
5
6.
Percent of Dominant Species
Herb – All herbaceous (non -woody) plants, including
7
5.
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
That Are OBL, FACW, or FAC:
75%
(A/B)
6.
Woody vine – All woody vines, regardless of height.
10.
11.
Prevalence Index worksheet:
55 = Total Cover
50% of total cover: 27.5
20% of total cover:
11
Total % Cover of:
Multiply by:
Sapling Stratum (Plot size: 30' )
OBL species
x 1 =
1
Juniperus virginiana
5
Yes
FACU
FACW species
x 2 =
FAC species
x 3 =
2
FACU species
x4=
3
UPL species
x 5 =
4
Column Totals: 0
(A) 0
(B)
5
6.
Prevalence Index = B/A =
5 = Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover: 2.5
20% of total cover: 1
❑ 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 30' )
❑✓ 2 - Dominance Test is >50%
1 Ligustrum sinense
20 Yes FAC
I—I 1
�.l 3 -Prevalence Index is 53.0
2.
❑ Problematic Hydrophytic Vegetation' (Explain)
3.
4.
'Indicators of hydric soil and wetland hydrology must
5.
be present, unless disturbed or problematic.
6,
Definitions of Five Vegetation Strata:
20 = Total Cover
Tree –Woody plants, excluding woody vines,
50% of total cover: 10
20% of total cover: 4
approximately 20 ft (6 m) or more in height and 3 in.
Herb Stratum (Plot size: 10, )
(7.6 cm) or larger in diameter at breast height (DBH).
1 Festuca sp.
10 Yes FAC
Sapling –Woody plants, excluding woody vines,
2 Allium cernuum
5 Yes FACU
approximately 20 ft (6 m) or more in height and less
3 Ruhus argutus
3 No FAC
than 3 in. (7.6 cm) DBH.
4.
Shrub– Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
5
6.
Herb – All herbaceous (non -woody) plants, including
7
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
8.
3 ft (1 m) in height.
9.
Woody vine – All woody vines, regardless of height.
10.
11.
50% of total cover: 9
Woody Vine Stratum (Plot size: 10, )
1 Smilax rotundifolia
2 Lonicera japonica
3.
4.
5.
18 = Total Cover
20% of total cover: 3 6
30 Yes FAC
10 Yes FAC
40 = Total Cover
50% of total cover: 20 20% of total cover. 8
Remarks: (If observed, list morphological adaptations below).
US Army Corps of Engineers
Hydrophytic
Vegetation
Present? Yes No Li
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) % Tyoe Loc
Texture Remarks
0-8 1 OYR 5/8 100
Loam
8-18 1 OYR 4/4 100
Loamy sand
18-21 10YR 5/2 85 7.5YR 4/6 15 C M
Clay
'Type: C=Concentration D=De letion RM=Reduced Matrix MS=Masked Sand Grains.
2 Location: PL=Pore Lining,M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils':
_ 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 153B)
_ 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)
_ 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)
_ Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
_ Sandy Gleyed Matrix (S4)
_ Reduced Vertic (F18) (MLRA 150A, 150B)
_ 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:
LL
Depth (inches):
Hydric Soil Present? Yes No_z
Remarks:
The soil profile did not meet any indicators of hydric soil.
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/Site: Smith and Sanford Creek Greenway City/County: Wake Forest/Wake Sampling Date: 3/21/2013
Applicant/Owner: Town of Wake Forest State: NC Sampling Point: W3 -Wet
Investigator(s): Chris Tinklenberg, WPIT; Todd St. John, P.E. Section, Township, Range.
Landform (hillslope, terrace, etc.): Flooplain Local relief (concave, convex, none): concave Slope (%): 1%
Subregion (LRR or MLRA): LRR PLat: 35.937807 Long: -78.500068 Datum: NAD83
Soil Map Unit Name: CmA - Chewacla sandy loam, 0 to 2 percent slopes, frequently flooded NWI classification: PF01A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes V( No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No Is the Sampled Area
Hydric Soil Present? Yes ✓ No
within a Wetland? Yes No
Wetland Hydrology Present? Yes ✓ No
Remarks:
W3 -Wet is a bottomland hardwood forest wetland located within the floodplain of Sanford Creek. The wetland
boundary continues offsite away from the project study area and likely ties to the creek. It is likely that the construction
of the sanitary sewer line as well as the residential development has modified the natural hydrology of the area.
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is reauired: check all that aooly) _ Surface Soil Cracks (136)
_ Surface Water (Al) _ Aquatic Fauna (B13) — Sparsely Vegetated Concave Surface (138)
✓ High Water Table (A2) _ Marl Deposits (B15) (LRR U) ✓ Drainage Patterns (610)
✓ Saturation (A3) _ Hydrogen Sulfide Odor (Cl) ` Moss Trim Lines (1316)
Water Marks (131) _ Oxidized Rhizospheres along Living Roots (C3) _ Dry -Season Water Table (C2)
Sediment Deposits (62) _ Presence of Reduced Iron (C4) _ Crayfish Burrows (C8)
Drift Deposits (B3) _ Recent Iron Reduction in Tilled Soils (C6) _ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134) _ Thin Muck Surface (C7) ✓ Geomorphic Position (D2)
Iron Deposits (135) ` Other (Explain in Remarks) _ Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (67) _ FAC -Neutral Test (D5)
Water -Stained Leaves (69) _ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No ✓ Depth (inches): na
Water Table Present? Yes ✓ No Depth (inches): 10"
Saturation Present? Yes ✓ No Depth (inches): 6"
Wetland Hydrology Present? Yes i No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks.
Wetland 4 is located within the geomorphic floodplain of Sanford Creek. Hydrology is also
influenced by stormwater runoff from the adjacent residential properties. Groundwater seepage and
surface water were observed further downslope outside of the project study area boundary.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region –Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: W3 -Wet
50% of total cover: 22.5
Sapling Stratum (Plot size: 30' )
1 Acer rubrum
2.
3.
4
5.
6.
50% of total cover: 10
Shrub Stratum (Plot size: 30' )
1 Ligustrum sinense
2.
3.
4.
5.
6.
50% of total cover: 25
Herb Stratum (Plot size: 10'
1 Rubus argutus
2.
3.
4
5.
6.
7.
8.
9.
10.
11.
50% of total cover: 155
Woody Vine Stratum (Plot size: 10' )
1 Smilax rotundifolia
2 Lonicera japonica
3.
4.
5.
0 M
45 = Total Cover
_ 20% of total cover: 9
20 Yes FAC
20 = Total Cover
20% of total cover: 4
50 Yes FAC
50 = Total Cover
20% of total cover: 10
30 Yes FAC
30 = Total Cover
20% of total cover: 6
50 Yes FAC
10 No FAC
ou = Total Cover
50% of total cover: 30 20% of total cover: 12
morphological adaptations below).
Prevalence Index worksheet:
Absolute
Dominant Indicator
Dominance Test worksheet:
x 1 =
Tree Stratum (Plot size: 30'
) % Cover
Soecies? Status
Number of Dominant Species
FACU species
1 Betula nigra
25
Yes FACW
That Are OBL, FACW, or FAC: 6
(A)
2 Acer rubrum
15
Yes FAC
Total Number of Dominant
3 Liquidambar styraciva
5
No FAC
Species Across All Strata: 6
(B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 100%
(A/B)
6.
50% of total cover: 22.5
Sapling Stratum (Plot size: 30' )
1 Acer rubrum
2.
3.
4
5.
6.
50% of total cover: 10
Shrub Stratum (Plot size: 30' )
1 Ligustrum sinense
2.
3.
4.
5.
6.
50% of total cover: 25
Herb Stratum (Plot size: 10'
1 Rubus argutus
2.
3.
4
5.
6.
7.
8.
9.
10.
11.
50% of total cover: 155
Woody Vine Stratum (Plot size: 10' )
1 Smilax rotundifolia
2 Lonicera japonica
3.
4.
5.
0 M
45 = Total Cover
_ 20% of total cover: 9
20 Yes FAC
20 = Total Cover
20% of total cover: 4
50 Yes FAC
50 = Total Cover
20% of total cover: 10
30 Yes FAC
30 = Total Cover
20% of total cover: 6
50 Yes FAC
10 No FAC
ou = Total Cover
50% of total cover: 30 20% of total cover: 12
morphological adaptations below).
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x4=
UPL species
x 5 =
Column Totals: 0
(A) 0 (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
El 1 - Rapid Test for Hydrophytic Vegetation
❑✓ 2 - Dominance Test is >50%
3 - Prevalence Index is -•33.01
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub — Woody plants, excluding woody vines,
approximately 3 to 20 It (1 to 6 m) in height.
Herb — All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody vine — All woody vines, regardless of height
0
Hydrophytic
Vegetation
Present? Yes No
Ll
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) % Tyr)el Loc
Texture Remarks
0-6 10YR 4/2 85
7.5YR 4/6 15 C M
Clay loam
6-12 10YR 4/2 85
7.5YR 4/6 15 C M
Sandy day loam
12-18 10YR 6/1 90
7.5YR 4/6 10 C M
Sandy 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 (Al 0) (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 1538)
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)
_ Marl (F10) (LRR U)
_ Other (Explain in Remarks)
_ Depleted Below Dark Surface (Al 1)
_ Depleted Ochric (F11) (MLRA 151)
_ Thick Dark Surface (Al 2)
— Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Coast Prairie Redox (Al 6) (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, 1508)
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:
0
LL
Depth (inches):
Hydric Soil Present? Yes No
Remarks:
Soils display evidence of a depleted matrix (F3) beginning
at the surface and continuing
throughout the soil profile.
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/Site: Smith and Sanford Creek Greenway City/County: Wake Forest/Wake Sampling Date: 3/21/2013
Applicant/Owner: Town of Wake Forest State: NC Sampling Point: W5 -Up
Investigator(s): Chris Tinklenberg, WPIT; Todd St. John, P.E. Section, Township, Range:
Landform (hillslope, terrace, etc.): Road -bed Local relief (concave, convex, none): convex Slope (%): <1 %
Subregion (LRR or MLRA): LRR P Lat: 35.939466 Long: -78.514367 Datum: NAD83
Soil Map Unit Name: CmA - Chewacla sandy loam, 0 to 2 percent slopes, frequently flooded NWI classification. NA
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes _
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
V( No
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 ✓YL
Wetland Hydrology Present? Yes No ✓ Within a Wetland? Yes No
Remarks:
W5 -Up is located within the regularly maintained/disturbed access road/utility easement. Although
the dominance test was met, indicators of hydrology and hydric soil were not present; therefore the
data point is upland.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reouired)
Primary Indicators (minimum of one is reauired: check all that apply)
_ Surface Soil Cracks (B6)
— Surface Water (A1)
Aquatic Fauna (B13)
— Sparsely Vegetated Concave Surface (138)
— High Water Table (A2)
Marl Deposits (1315) (LRR U)
_ Drainage Patterns (1310)
Saturation (A3)
`_
Hydrogen Sulfide Odor (C1)
— Moss Trim Lines (B16)
Water Marks (61) _
Oxidized Rhizospheres along Living Roots (C3)
_ Dry -Season Water Table (C2)
Sediment Deposits (132) _
Presence of Reduced Iron (C4)
_ Crayfish Burrows (C8)
Drift Deposits (B3) _
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 (B5) `
Other (Explain in Remarks)
` Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (137)
_ FAC -Neutral Test (D5)
Water -Stained Leaves (139)
_ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
✓ Depth (inches): na
Water Table Present? Yes No
✓ Depth (inches): na
Saturation Present? Yes No
✓ Depth (inches): na
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of hydrology were not observed.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2 0

VEGETATION (Five Strata) — Use scientific names of plants.
Tree Stratum (Plot size: 15'
1 na
2.
3
4.
5.
6.
Sampling Point: W5 -Up
Absolute Dominant Indicator Dominance Test worksheet:
° Cover Species? Status Number of Dominant Species
That Are OBL, FACW, or FAC: 3 (A)
Total Number of Dominant
Species Across All Strata: 3 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100 (A/B)
0 = Total Cover
50% of total cover: 20% of total cover: _
Sapling Stratum (Plot size: 15' )
1. na
2.
3.
4-
5.
6.
50% of total cover:
Shrub Stratum (Plot size: 15'
1. na
2.
3.
4.
5.
6.
50% of total cover:
Herb Stratum (Plot size: 10'
1 Andropogon virginicus
2 Festuca sp.
3. Krigia caespitosa
4.
5.
6.
7.
A_
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals: 0
(A) 0 (B)
Prevalence Index = B/A =
0 = Total Cover
Hydrophytic Vegetation Indicators:
- 20% of total cover: 1 - Rapid Test for Hydrophytic Vegetation
❑✓ 2 - Dominance Test is >50%
3 - Prevalence Index is s3.0'
Problematic Hydrophytic Vegetation' (Explain)
0 = Total Cover
20% of total cover:
20 Yes FAC
20 Yes FAC
10 Yes FAC
9.
10.
11.
50 = Total Cover
50% of total cover: 25 20% of total cover: 10
Woody Vine Stratum (Plot size: 10' )
1 na
2.
3.
4.
5.
0 = Total Cover
50% of total cover: 20% of total cover:
Remarks: (If observed, list morphological adaptations below)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7 6 cm) DBH.
Shrub- Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb -All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody vine - All woody vines, regardless of height
Hydrophytic
Vegetation n
Present? Yes r • No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0
r

SOIL
Sampling Point: W5 -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) % Tvoe Loc Texture Remarks
0-12 10YR 4/6 100 Loam Disturbed
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sa
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
_ Histosol (A1)
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):
Indicators for Problematic Hydric
_ Polyvalue Below Surface (S8) (LRR S, T, U) _
Thin Dark Surface (S9) (LRR S, T, U) _
Loamy Mucky Mineral (F1) (LRR O)
_ Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
_ Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
_ Marl (F10) (LRR U)
_ Depleted Ochric (1711) (MLRA 151)
Iron -Manganese Masses (F12) (LRR O, P, T)
— Umbric Surface (F13) (LRR P, T, U)
_ Delta Ochric (F17) (MLRA 151)
_ Reduced Vertic (F18) (MLRA 150A, 1506)
Piedmont Floodplain Soils (F19) (MLRA 149A)
_ Anomalous Bright Loamy Soils (F20) (MLRA 149A
Remarks:
The soil profile did not meet any indicators of hydric soil.
1 cm Muck (A9) (LRR O)
2 cm Muck (A10) (LRR S)
Reduced Vertic (F18) (outside MLRA 150A,B)
Piedmont Floodplain Soils (F19) (LRR P, S, T)
Anomalous Bright Loamy Soils (F20)
(MLRA 153B)
Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
153C, 153D)
Hydric Soil Present? Yes F-1 No .
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/Site: Smith and Sanford Creek Greenway City/County: Wake Forest/Wake
Applicant/Owner: Town of Wake Forest State: NC
Investigator(s): Chris Tinklenberg, WPIT; Todd St. John, P.E. Section, Township, Range:
Landform (hillslope, terrace, etc.): Floodplain/SW Outfall Local relief (concave, convex, none): concave
Subregion (LRR or MLRA): LRR P Lat: 35.939318 Long: -78.514282
Soil Map unit Name: CmA - Chewacla sandy loam, 0 to 2 percent slopes, frequently flooded NWI classification: NA
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes V( No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
Sampling Date: 3/21/2013
Sampling Point: W5 -Wet
Slope (%): <1 %
Datum: NAD83
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 No
Wetland Hydrology Present? Yes ✓ No
Remarks:
Wetland 5 is located within the floodplains of Smith and Sanford Creeks; however, hydrology appears to be altered by the construction of Heritage High
School and is now primarily influenced by a stormwater detention basin which outlets via a 36" reinforced concrete pipe (RCP) to the wetland area.
Additionally, the wetland is further altered from the construction of an access road that is likely used for maintenance of overhead power transmission
lines. The upper area is impounded from the lower area; however, a connection to the downslope wetland area is established by an 18" RCP that is
located beneath the access road.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two recuired)
Primary Indicators (minimum of one is reouired: check all that apply) _ Surface Soil Cracks (66)
_ Surface Water (Al)
_ Aquatic Fauna (613) ✓ Sparsely Vegetated Concave Surface (68)
✓ High Water Table (A2)
_ Marl Deposits (615) (LRR U) ✓ Drainage Patterns (B10)
✓ Saturation (A3)
_ Hydrogen Sulfide Odor (Cl) ` Moss Trim Lines (B16)
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 (134)
_ Thin Muck Surface (C7) ✓ Geomorphic Position (D2)
— Iron Deposits (65)
` Other (Explain in Remarks) — Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (67) — FAC -Neutral Test (D5)
Water -Stained Leaves (69)
_ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes
No ✓ Depth (inches): na
Water Table Present? Yes
✓ No Depth (inches): 12"
Saturation Present? Yes
✓ No Depth (inches): 10"
Wetland Hydrology Present? Yes • No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Hydrology is influenced primarily by the stormwater outlet which collects runoff from the upslope
High School. Additionally, overbank flooding from from Smith and Sanford Creeks also contribute to
the observed hydrology.
Approximately 6" of surface water is present in the portion of Wetland 6
north of the access road.
Surface water is present within the main drainage pattern south of the
access road.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region –Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: W5 -Wet
100 = Total Cover
50% of total cover: 50 20% of total cover: 20
Woody Vine Stratum (Plot size: 101 )
1. na
2.
3.
4.
5.
Hydrophytic
0 = Total Cover VegetationF71
50% of total cover. 20% of total cover: Present? Yes No
Remarks. (If observed, list morphological adaptations below).
The portion of Wetland 5 on the north side of the access is dominated by young red maples.
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 Acer rubrum
5 Yes FAC
That Are OBL, FACW, or FAC: 4 (A)
2 Platanus occidentalis
5 Yes FACW
Total Number of Dominant
3. Liquidamhar styracrflua
5 Yes FAC
4
Species Across All Strata: (B)
4.
Percent of Dominant Species
5•
That Are OBL, FACW, or FAC: 100 (A/B)
6.
Prevalence Index worksheet:
15 = Total Cover
50% of total cover: 7 5
20% of total cover. 3
Total % Cover of: Multiply by:
Saolina Stratum (Plot size: 30' )
OBL species x 1 =
1 Acer rubrum
5 FAC
FACW species x 2 =
2
FAC species x 3 =
3
FACU species x4=
UPL species x 5 =
4
Column Totals: 0 (A) 0 (B)
5.
6.
Prevalence Index = B/A =
5 = Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover: 2.5
20% of total cover: 1
1 -Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 30' )
n✓ 2 - Dominance Test is >50%
1. na
3 -Prevalence Index is 53.0'
2•
❑ Problematic Hydrophytic Vegetation' (Explain)
3.
4.
'Indicators of hydric soil and wetland hydrology must
5.
be present, unless disturbed or problematic
6.
Definitions of Five Vegetation Strata:
0 = Total Cover
Tree— Woody plants, excluding woody vines,
50% of total cover:
20% of total cover:
approximately 20 ft (6 m) or more in height and 3 in.
Herb Stratum (Plot size: 10, )
(7.6 cm) or larger in diameter at breast height (DBH).
1 Panicum sp.
80 Yes FAC
Sapling —Woody plants, excluding woody vines,
2 Typha latifolia
10 No OBL
approximately 20 ft (6 m) or more in height and less
3 ✓uncus effusus
10 No OBL
than 3 in. (7.6 cm) DBH.
4
Shrub— Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
5
6.
Herb — All herbaceous (non -woody) plants, including
7
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
8.
3 ft (1 m) in height.
9.
Woody vine — All woody vines, regardless of height.
10
11.
100 = Total Cover
50% of total cover: 50 20% of total cover: 20
Woody Vine Stratum (Plot size: 101 )
1. na
2.
3.
4.
5.
Hydrophytic
0 = Total Cover VegetationF71
50% of total cover. 20% of total cover: Present? Yes No
Remarks. (If observed, list morphological adaptations below).
The portion of Wetland 5 on the north side of the access is dominated by young red maples.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0

SOIL
Sampling Point: W5 -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
0-6 10YR 4/2 85 10YR 4/6 15 C PL Loam
6-15 10YR 3/2 85 10YR 4/6 15 C M Loam
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sa
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric
_ 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 1538)
_ 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 JF 12)
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)
_ Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Sandy Gleyed Matrix (S4)
_ Reduced Vertic (F18) (MLRA 150A, 150B)
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 (inches):
Hydric Soil Present? Yesr . No_a
Remarks:
Indicator F3 is met within the upper 6" of the soil profile. Indicator F6 is met beginning at 6"
and continues down through the soil profile.
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/Site: Smith and Sanford Creek Greenway City/County: Wake Forest/Wake Sampling Date: 3/21/2013
Applicant/Owner: Town of Wake Forest State. NC Sampling Point: W6/7 -Up
Investigator(s): Chris Tinklenberg, WPIT; Todd St. John, P.E. Section, Township, Range:
Landform (hillslope, terrace, etc.): Hillslope Local relief (concave, convex, none): concave
Subregion (LRR or MLRA): LRR P Lat: 35.937389 Long: -78.512032
Soil Map Unit Name: WoA - Wehadkee and Bibb soils, 0 to 2 percent slopes, frequently flooded NWI classification: NA
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
Slope (%): 1 %
Datum. NAD83
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 ✓
Wetland Hydrology Present? Yes No ✓ within a Wetland? Yes No
Remarks:
W6/7 -Up is located within a regular maintained power line easement. Indicators of hydrology,
hydrophytic vegetation and hydric soil were not present; therefore the data point is upland.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reouimM
Primary Indicators (minimum of one is required: check all that aooly)
_ Surface Soil Cracks (136)
Surface Water (Al)
Aquatic Fauna (B13)
` Sparsely Vegetated Concave Surface (B8)
High Water Table (A2)
Marl Deposits (615) (LRR U)
_ Drainage Patterns (1310)
Saturation (A3) _
Hydrogen Sulfide Odor (Cl)
` Moss Trim Lines (B16)
Water Marks (131) _
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 (64) _
Thin Muck Surface (C7)
_ Geomorphic Position (D2)
Iron Deposits (135) —
Other (Explain in Remarks)
` Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (137)
_ FAC -Neutral Test (D5)
Water -Stained Leaves (139)
_ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
✓ Depth (inches): na
Water Table Present? Yes No
✓ Depth (inches): na
Saturation Present? Yes No
✓ Depth (inches): na
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of hydrology were not observed.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region –Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: W6/7 -Up
0 = Total Cover
50% of total cover: 20% of total cover: _
Herb Stratum (Plot size: 10,
1 Festuca sp. 60
2 Eupatorium capillifolium 20
3 Rubus argutus 10
4 Andropogon virgmicus 10
5. _
6. _
7.
8.
9. _
10. _
11.
50% of total cover: 50
Woody Vine Stratum (Plot size: 10, )
1. na --
2.
3.
4.
5.
Tree — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Yes FAC Sapling — Woody plants, excluding woody vines,
Yes FACU approximately 20 It (6 m) or more in height and less
No FAC than 3 in. (7.6 cm) DBH.
No FAC Shrub — Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb — All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody vine — All woody vines, regardless of height.
100 = Total Cover
20% of total cover: 20
0 = Total Cover
50% of total cover: 20% of total cover:
observed, list morphological adaptations below).
Hydrophytic
Vegetation /
Present? Yes F No
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. na
That Are OBL, FACW, or FAC: 1 (A)
2.
Total Number of Dominant
3.
Species Across All Strata: 2 (B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 50% (A/B)
6.
Prevalence Index worksheet:
0 = Total Cover
Total % Cover of: Multiply by:
50% of total cover:
20% of total cover
Sapling Stratum (Plot size: 30' )
OBL species x 1 =
FACW species x 2 =
1 na
FAC species x 3 =
2
FACU species x4=
3
UPL species x 5 =
4
Column Totals: 0 (A) 0 (B)
5
6.
Prevalence Index = B/A =
0 = Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover:
20% of total cover:
1__l 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 30' )
❑ 2 - Dominance Test is >50%
1 na
El 3 - Prevalence Index is s3.0'
2.
❑ Problematic Hydrophytic Vegetation' (Explain)
3.
4
'Indicators of hydric soil and wetland hydrology must
5.
be present, unless disturbed or problematic.
6.
Definitions of Five Vegetation Strata:
0 = Total Cover
50% of total cover: 20% of total cover: _
Herb Stratum (Plot size: 10,
1 Festuca sp. 60
2 Eupatorium capillifolium 20
3 Rubus argutus 10
4 Andropogon virgmicus 10
5. _
6. _
7.
8.
9. _
10. _
11.
50% of total cover: 50
Woody Vine Stratum (Plot size: 10, )
1. na --
2.
3.
4.
5.
Tree — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Yes FAC Sapling — Woody plants, excluding woody vines,
Yes FACU approximately 20 It (6 m) or more in height and less
No FAC than 3 in. (7.6 cm) DBH.
No FAC Shrub — Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb — All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody vine — All woody vines, regardless of height.
100 = Total Cover
20% of total cover: 20
0 = Total Cover
50% of total cover: 20% of total cover:
observed, list morphological adaptations below).
Hydrophytic
Vegetation /
Present? Yes F No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

SOIL
Sampling Point: W6/7 -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) % TvDel Loc Texture Remarks
0-12 10YR 7/8 100 Sandy loam
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
M=Matrix.
Indicators for Problematic Hydric
_ 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 1538)
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)
_ 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)
_ Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Sandy Gleyed Matrix (S4)
_ Reduced Vertic (F18) (MLRA 150A, 150B)
_ 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 (inches):
Remarks.
The soil profile did not meet any indicators of hydric soil.
Hydric Soil Present? Yes F-1 No r . '
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/Site: Smith and Sanford Creek Greenway City/County: Wake Forest/Wake Sampling Date: 3/21/2013
Applicant/Owner: Town of Wake Forest State: NC Sampling Point: W6/7 -Wet
Investigator(s): Chris Tinklenberg, WPIT; Todd St. John, P.E. Section, Township, Range:
Landform (hillslope, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope (%): 1%
Subregion (LRR or MLRA): LRR P Lat: 35.937464 Long: -78.512169 Datum: NAD83
Soil Map Unit Name: WoA - Wehadkee and Bibb soils, 0 to 2 percent slopes, frequently flooded NWI classification: PF01A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes V( No
Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks )
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No
Is the Sampled Area
Hydric Soil Present? Yes ✓ No
within a Wetland? Yes No
Wetland Hydrology Present? Yes ✓ No
Remarks:
Wetlands 6 and 7 are non -tidal freshwater marsh wetlands that have been disturbed by the construction and
maintenance of the overhead power transmission lines. Both wetlands are located within the floodplain of Sanford
Creek; therefore hydrology is influenced by periodic overbank flooding. Hydrology for both wetlands is also influenced
by surface drainage from adjacent developments.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reoujmM
Primary Indicators (minimum of one is reouired: check all that aooly) _ Surface Soil Cracks (B6)
Surface Water (A1) _
Aquatic Fauna (1313) — Sparsely Vegetated Concave Surface (68)
High Water Table (A2) _
Marl Deposits (1315) (LRR U) — Drainage Patterns (1310)
✓ Saturation (A3) _
Hydrogen Sulfide Odor (Cl) ` Moss Trim Lines (616)
Water Marks (131) _
Oxidized Rhizospheres along Living Roots (C3) _ Dry -Season Water Table (C2)
Sediment Deposits (62) _
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 (134) _
Thin Muck Surface (C7) ✓ Geomorphic Position (D2)
Iron Deposits (65) —
Other (Explain in Remarks) ` Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (137)
_ FAC -Neutral Test (D5)
Water -Stained Leaves (139)
_ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
✓ Depth (inches): na
Water Table Present? Yes No
✓ Depth (inches): na
Saturation Present? Yes ✓ No
Depth (inches): 0"
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
An impervious layer of hard stone/cement is present at 12" below the surface therefore hydrology
likely flows through the upper 12"
of the soil following the topographic gradient before it begins to
seep out of the soil approximately 10' downslope from the data point location.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region –Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants. Sampling Point: W6/7 -Wet
Tree Stratum (Plot size: 30' )
1 na
2.
3.
4.
5.
6.
50% of total cover:
Sapling Stratum (Plot size: 30' )
1 na
2.
3.
4.
5.
6.
50% of total cover:
Shrub Stratum (Plot size: 30' )
1 na
2.
3.
4.
5.
6.
Absolute Dominant Indicator Dominance Test worksheet:
% Cover Species? Status Number of Dominant Species
That Are OBL, FACW, or FAC: 2 (A)
Total Number of Dominant
Species Across All Strata: 3 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 67% (A/B)
0
Prevalence Index worksheet:
= Total Cover
Total % Cover of: Multiply by:
_ 20% of total cover:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: 0 (A) 0 (B)
Prevalence Index = B/A =
0 = Total Cover
Hydrophytic Vegetation Indicators:
- 20% of total cover:
❑ 1 - Rapid Test for Hydrophytic Vegetation
❑✓ 2 - Dominance Test is >50%
El3 - Prevalence Index is <_3.0'
Problematic Hydrophytic Vegetation' (Explain)
0 = Total Cover
50% of total cover: 20% of total cover:
Herb Stratum (Plot size: 10' )
1 Panicum SP. 70 Yes FAC
2 Juncus effusus 20 Yes OBL
3 Rubus argutus 10 No FAC
4.
5.
6.
7.
8.
9.
10.
11.
100 = Total Cover
50% of total cover: 50 20% of total cover: 20
Woody Vine Stratum (Plot size: 10' )
1. na
2.
3.
4.
5.
0 = Total Cover
50% of total cover: 20% of total cover:
Remarks: (If observed, list morphological adaptations below)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7 6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb -AII herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody vine - All woody vines, regardless of height
Hydrophytic
Vegetation n
Present? Yes . No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

SOIL
Sampling Point: W6/7 -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) % Tvoe Loc Texture Remarks
0-4 10YR 3/2 90 7.5YR 5/6 10 C PL Loam
4-12 10YR 5/1 100
Sandy loam
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. `Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils':
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 153B)
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)
_ 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) _ Delta Ochric (F17) (MLRA 151) unless disturbed or problematic.
_ Sandy Gleyed Matrix (S4) _ Reduced Vertic (F18) (MLRA 150A, 150B)
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: Stone/Cement
Depth (inches): 12"
Hydric Soil Present? Yesr . No_n
Remarks:
Indicators for a depleted matrix (F3) is met beginning at 4" within the soil profile.
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/Site: Smith and Sanford Creek Greenway City/County: Wake Forest/Wake Sampling Date: 5/17/2013
Applicant/Owner: Town of Wake Forest State: NC Sampling Point: W8 - Up
Investigator(s): Jason Hartshorn (KHA) Section, Township, Range:
Landform (hillslope, terrace, etc.): Hillslope Local relief (concave, convex, none): None Slope (%): 3%
Subregion (LRR or MLRA): LRR P Lat: 35.937488 Long: -78.507886 Datum: NAD83
Soil Map Unit Name. CmA - Chewacla sandy loam, 0-2% slopes, frequently flooded NWI classification: NA
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No
Is the Sampled Area
Hydric Soil Present? Yes No ✓
within a Wetland? Yes No
Wetland Hydrology Present? Yes No ✓
Remarks:
W8 -Up is located in a clearing just upslope from the wetland data point, and downslope of
maintained residential yards.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required:
check all that apply)
_ Surface Soil Cracks (66)
Surface Water (Al) _
Aquatic Fauna (B13)
_ Sparsely Vegetated Concave Surface (B8)
High Water Table (A2) _
Marl Deposits (1315) (LRR U)
_ Drainage Patterns (610)
_ Saturation (A3) _
Hydrogen Sulfide Odor (Cl)
—Moss Trim Lines (1316)
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 (63) _
Recent Iron Reduction in Tilled Soils (C6)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134) _
Thin Muck Surface (C7)
_ Geomorphic Position (D2)
_ Iron Deposits (135) _
Other (Explain in Remarks)
_ Shallow Aquitard (D3)
_ Inundation Visible on Aerial Imagery (137)
_ FAC -Neutral Test (D5)
_ Water -Stained Leaves (139)
_ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
✓ Depth (inches): na
Water Table Present? Yes No
✓ Depth (inches): na
Saturation Present? Yes No
✓ Depth (inches): na
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of hydrology were not observed.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: W8 -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
Quercus rubra
1. Qu
20 Yes FACU
That Are OBL, FACW, or FAC: 5 (A)
2 Platanus occidentalis
10 Yes FACW
Total Number of Dominant
3.
Species Across All Strata: 7 (B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 71.4% (A/B)
6
Prevalence Index worksheet:
30 = Total Cover
50% of total cover: 15 20% of total cover: 6
Total % Cover of: Multiply by:
Sapling Stratum (Plot size: 30'
)
OBL species x 1 =
1 Acerrubrum
10 Yes FAC
FACW species x 2 =
2 Juniperus virginiana
10 Yes FACU
FAC species x 3 =
FACU species x 4 =
3
UPL species x 5 =
4
Column Totals: 0 (A) 0 (B)
5
6.
Prevalence Index = B/A =
20 = Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover: 10 20% of total cover: 4
El 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 30'
)
Q✓ 2 - Dominance Test is >50%
1. na
3 -Prevalence Index is 53.0'
2.
Problematic Hydrophytic Vegetation' (Explain)
3.
4•
'Indicators of hydric soil and wetland hydrology must
5.
be present, unless disturbed or problematic.
6.
Definitions of Five Vegetation Strata:
0 = Total Cover
Tree —Woody plants, excluding woody vines,
50% of total cover: 20% of total cover:
approximately 20 ft (6 m) or more in height and 3 in.
Herb Stratum (Plot size: 10,
)
(7.6 cm) or larger in diameter at breast height (DBH).
1 Festuca sp.
30 Yes FAC
Sapling —Woody plants, excluding woody vines,
2 Rubus argutus
20 Yes FAC
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
3.
4,
Shrub — Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
5
Herb — All herbaceous (non -woody) plants, including
6.
7
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
8.
3 ft (1 m) in height.
9.
Woody vine — All woody vines, regardless of height.
10.
11.
50 = Total Cover
50% of total cover: 25 20% of total cover: 10
Woody Vine Stratum (Plot size:
10, )
1 Lomcera japonica
5 Yes FAC
2.
3.
4.
5.
Hydrophytic
5 = Total Cover
Vegetation
50% of total cover: 3 20% of total cover: 1
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: W8 -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' Locz Texture Remarks
0-8 10YR 7/6 100 Loamy sand
8-15 10YR 4/6 100 Sandy clay loam
'Type: C=Concentration, D=De letion, 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 Soils':
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 1538)
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)
_ 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)
31ndicators 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, 150B)
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 (inches):
Remarks:
The soil profile did not meet any indicators of hydric soil.
Hydric Soil Present? Yes _a Noi . i
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/Site: Smith and Sanford Creek Greenway City/County: Wake Forest/Wake Sampling Date: 5/17/2013
Applicant/Owner: Town of Wake Forest State: NC Sampling Point: W8 -Wet
Investigator(s): Jason Hartshorn (KHA) Section, Township, Range:
Landform (hillslope, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope (%): 1 %
Subregion (LRR or MLRA): LRR P Lat: 35.937604 Long: -78.507865 Datum: NAD83
Soil Map Unit Name: CmA - Chewacla sandy loam, 0-2% slopes, frequently flooded NWI classification: NA
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation , Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes _
Are Vegetation , Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
► ,I
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 No
Wetland Hydrology Present? Yes ✓ No
Remarks:
Wetland 8 is a bottomland hardwood forest wetland located within the geomorphic floodplain of Sanford
Creek. W8 is a concave depression within the floodplain, and hydrology is influenced by periodic over
bank flooding. Hydrology is also influenced by surface drainage from adjacent developments.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (66)
Surface Water (A1) _ Aquatic Fauna (1313)
✓ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) _ Marl Deposits (1315) (LRR U)
✓ Drainage Patterns (610)
Saturation (A3) _ Hydrogen Sulfide Odor (C1)
_ Moss Trim Lines (1316)
Water Marks (61) ✓ Oxidized Rhizospheres along Living Roots (C3)
_ Dry -Season Water Table (C2)
✓ Sediment Deposits (62) _ 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 (134) _ Thin Muck Surface (C7)
✓ Geomorphic Position (D2)
_ Iron Deposits (135) _ Other (Explain in Remarks)
_ Shallow Aquitard (D3)
_ Inundation Visible on Aerial Imagery (137)
_ FAC -Neutral Test (D5)
Water -Stained Leaves (69)
_ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No ✓ Depth (inches): na
Water Table Present? Yes ✓ No Depth (inches): 20"
Saturation Present? Yes ✓ No Depth (inches): 14"
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
W8 is a concave depression within the floodplain of Sanford Creek.
Multiple stormwater discharges
from the adjacent residential neighborhood also contribute surface hydrology. Steep topographic
breaks and berms help contain W8. A small outlet to the stream from W8 is down -cutting and
forming a floodplain drain.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: W6 -Wet
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 301 )
% Cover Species? Status
Number of Dominant Species
1 Platanus occidentalis
30 Yes FACW
That Are OBL, FACW, or FAC: 2 (A)
2 Betula nigra
20 Yes FACW
3• Acer rubrum
10 FAC
NO
Total Number of Dominant
3
Species Across All Strata: (B)
4
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 67% (A/B)
6.
Prevalence Index worksheet:
60 = Total Cover
50% of total cover: 30
20% of total cover: 12
Total % Cover of: Multiply by:
Sapling Stratum (Plot size: 30' )
OBL species x 1 =
1 na
FACW species x 2 =
FAC species x 3 =
2
FACU species x 4 =
3
UPL species x 5 =
4
Column Totals: 0 (A) 0 (B)
5
6.
Prevalence Index = B/A =
0 = Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover: 0
20% of total cover: 0
❑ 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 30' )
❑✓ 2 - Dominance Test is >50%
1 Ligustrum sinense
15 Yes FAC
❑ 1 3 -Prevalence Index is s3.0
2 Acer rubrum
10 Yes FAC
❑ Problematic Hydrophytic Vegetation' (Explain)
3 Betula nigra 5 No FACW
4•
'Indicators of hydric soil and wetland hydrology must
5.
be present, unless disturbed or problematic.
6.
Definitions of Five Vegetation Strata:
30 = Total Cover
Tree —Woody plants, excluding woody vines,
50% of total cover: 15
20% of total cover: 6
approximately 20 ft (6 m) or more in height and 3 in.
Herb Stratum (Plot size: 30' )
(7.6 cm) or larger in diameter at breast height (DBH).
1 Microstegium vimenium
30 Yes FAC
Sapling —Woody plants, excluding woody vines,
2 Arundmariagigantea
20 Yes FACW
approximately 20 ft (6 m) or more in height and less
3 Juncus effusus
10 No OBL
than 3 in. (7 6 cm) DBH.
4 Peltandra virginica
5 No OBL
Shrub — Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
5
6.
Herb — All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
7
plants, except woody vines, less than approximately
8.
3 ft (1 m) in height.
9.
Woody vine — All woody vines, regardless of height.
10.
11.
65 = Total Cover
50% of total cover: 33
20% of total cover: 13
Woody Vine Stratum (Plot size: 30' )
1 Lonicera japonica
5 Yes FAC
2.
3.
4.
5.
Hydrophytic
5 = Total Cover
Vegetation
50% of total cover. 3
20% of total cover: 1
Present? Yes No
Remarks: (If observed, list morphological adaptations below).
The majority of the wetland is sparsely vegetated, and low-lying
areas show evidence of frequent
inundation. Canopy and shrub layer are located along the fringe of the wetland depression.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

SOIL Sampling Point: w8 -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) % Tvoe' Locz
Texture Remarks
0-8 10YR 4/2 100
Clay loam
8-14 10YR 5/1 85 10YR 4/6 15 C PL
Loam
14-24 10YR 5/1 100
Sandy 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 Soils':
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 (All 0) (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 153B)
5 cm Mucky Mineral (A7) (LRR P, T, U)
_ Depleted Dark Surface (F7)
_ Red Parent Material (TF2)
Muck Presence (A8) (LRR U)
_ Redox Depressions (178)
_ 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)
_ Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Sandy Gleyed Matrix (S4)
_ Reduced Vertic (F18) (MLRA 150A, 150B)
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:
Hydric Soil Present? Yes . No
Depth (inches):
Remarks:
Indicators for a depleted
matrix (F3) is met beginning at 8" within the soil profile.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 3/21/2013
Project/Site: Smith
Creek GW
Latitude: 35.955725
Evaluator: TSJ
County: Wake
Longitude: -78.501182
Total Points: 57.5
Stream Determination
Other Stream 1 (Smith
Stream is at least intermittent
circle one Ephemeral
(� ) p
e. g. Quad Creek)
if a- 19 or perennial if z 30
Intermittent Perennial
Name:
A. Geomorphology Subtotal = 30
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.
ripple
In -channel structure: ex. riffle -pool, step -pool,
-pool sequence
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
3
9.
Grade control
0
0.5
1
1.5
1.5
10.
Natural valley
0
0.5
1
1.5
1.5
11.
Second or greater order channel
No = 0
Yes = 3
3
artificial ditches are not rated; see discussions in manual
B_ Hvdroloov Subtotal = 13.5
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
3
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?
0
No = 0
1
Yes = 3
3
C. Rinlnnv Suhtntal = 14
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
2
22. Fish
0
0.5
1
1.5
1
23. Crayfish
0
0.5
1
1.5
1
24. Amphibians
0
0.5
1
1.5
1
25. Algae
0
0.5
1
1.5
1
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5; Other = 0
0
`perennial streams may also be identified using other methods. Seep. 35 of manual.
Notes: The Stream is the same up and down stream.
It is a large perennial system.
This system is Smith Creek.

USACE AID# DWQ # Site # (indicate on attached map)
Aas-
M STREAM QUALITY ASSESSMENT WORKSHEET .
Provide the following information for the stream reach under assessment:
1. Applicant's name: Town of Wake Forest 2. Evaluator's name: Todd St. John
3. Date of evaluation: 03/26/2013 4. Time of evaluation: 8:45 am
5. Name of stream: Stream 1 (Smith Creek) 6. River basin: Neuse
7. Approximate drainage area: 8 sgmi.
9. Length of reach evaluated: 75
11. Site coordinates (if known): prefer in decimal degrees.
Latitude (ex. 34.872312):
8. Stream order:, Third Order
10. County: Wake
12. Subdivision name (if any):
Longitude (ex. —77.556611):
Method location determined (circle): EIPS❑Topo SheeCbrtho (Aerial) Photo/GIS�ther G1S❑other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
Heritage Lake Road, west of the golf course
14. Proposed channel work (if any): None
15. Recent weather conditions: Wetter and colder than average
16. Site conditions at time of visit: Partly sunny, 49 degrees
17. Identify any special waterway classifications known: Section 10 Tidal Waters Essential Fisheries Habitat
nTrout Waters 00utstanding Resource Waters F-1 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? YES 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: 50 % Residential _% Commercial _% Industrial % Agricultural
50 % Forested _% Cleared / Logged _% Other ( )
22. Bankfull width: 30' 23. Bank height (from bed to top of bank): 10'
24. Channel slope down center of stream:.QFlat (0 to 2%) J,Gentle (2 to 4%) DModerate (4 to 10%) oSteep (>10%)
25. Channel sinuosity: Straight 00ccasional bends✓1Frequent 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): 87 Comments:
Evaluator's Signature Date 03/26/2013
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.

Stream 1 (Smith Creek)
STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
1no
Presence of flow / persistent pools in stream
0 — 4
0-5
5
flow or saturation = 0• strop flow = maxpoints)0-5
2
Evidence of past human alteration
0-6
0— 5
0-5
6
extensive alteration = 0; no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
6
no buffer = 0• contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
5
extensive discharges = 0; no discharges = maxpoints)
a
S
Groundwater discharge
0 — 4
0-4
3
no discharge = 0• springs, sees wetlands etc. = maxpoints)0-3
6
Presence of adjacent floodplain
0 — 4
0-2
4
no floodplain = 0• extensive floodplain = maxpoints)0-4
Entrenchment / floodplain access
0 — 4
0-2
5
(deeplyentrenched = 0• frequent flooding= maxpoints)0-5
8
Presence of adjacent wetlands
0 — 4
0-2
Q
no wetlands = 0• large adjacent wetlands = maxpoints)0-6
9
Channel sinuosity
0 — 4
0-3
5
extensive channelization = 0• natural meander = maxpoints)0-5
10
Sediment input
0-5
0-4
0-4
5
extensive deposition= 0 • little or no sediment = maxpoints)
11
Size & diversity of channel bed substrate
NA*
0-4
0-5
fine homogenous = 0; large, diverse sizes = maxpoints)
12
Evidence of channel incision or widening
0 — 4
0-5
5
>
de 1 incised = 0• stable bed & banks = maxpoints)0-5
13
Presence of major bank failures
0 — 5
0-5
5
severe erosion = 0• no erosion stable banks = maxpoints)0-5
14
Root depth and density on banks
0-4
0-5
3
" H
no visible roots = 0• dense roots throughout =.max points)0-3
Ln
Impact by agriculture, livestock, or timber production
0-5
0 4
0-5
5
15
substantial impact =0• no evidence = maxpoints)
—
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
3
16
no riffles/ripples or pools = 0; well-developed = maxpoints)
17
Habitat complexity
Habitat
0 — 6
0-6
6
or no habitat = 0- frequent, varied habitats = maxpoints)0-6
is
Canopy coverage over streambed
o—s
o—s
o—s
5
no shading vegetation = 0• continuous canopy = maxpoints)
19
Substrate embeddedness
0-4
0 — 4
de 1 embedded = 0 • loose structure = max)NA
20
Presence of stream invertebrates (see page 4)
0 — 5
0-5
2
no evidence = 0 • common,numerous es = maxpoints)0-4
21
Presence of amphibians
0-4
0-4
0-4
2
O
no evidence = 0; common, numerous types = maxpoints)
O`
22
Presence of fish
0-4
0-4
0-4
2
no evidence = 0; common, numerous types = maxpoints)
23
Evidence of wildlife use
0-6
0-5
0-5
5
no evidence = 0• abundant evidence = max points
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
87
* These characteristics are not assessed in coastal streams.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 3/26/2013
Project/Site: Smith
Creek GW
Latitude: 35.937745
Evaluator: tsj
County: Wake
Longitude: -78.507634
Total Points: 47
Stream Determination
Other Stream 2 (Sanford
Stream is at least intermittent
(circle one) Ephemeral
e.g. Quad Creek)
if > 19 or perennial if z 30
Intermittent Perennial
Name:
A. Geomorphology Subtotal = 26.5
Absent Weak
Moderate Strong
Score
1a.
Continui of channel bed and bank
0
1
2
3
3
2.
Sinuosity of channel along thalweg
0
1
2
3
3
3.
ripple
In -channel structure: ex. riffle -pool, step -pool,
-pool sequence
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
10.
Natural valley
0
0.5
1
1.5
1.5
11.
Second or greater order channel
No = 0
Yes = 3
3
artificial ditches are not rated; see discussions in manual
B. Hvdroloav 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
16.
Organic debris lines or piles
0
0.5
1
1.5
1.5
17.
Soil -based evidence of high water table?
0
No = 0
1
Yes = 3
3
C. Bioloav Subtotal = 11.5
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
2
21. Aquatic Mollusks
0
1
2
3
2
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
0.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5; Other = 0
0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: I observed this stream in the field, but
I rated from my recollection.
It is clearly a large perennial system in any event.
This is Sanford Creek.

USACE AID# DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET
f= �
Provide the following information for the stream reach under assessment:
1. Applicant's name: Town of Wake Forest 2. Evaluator's name: Todd St. John
3. Date of evaluation: 03/26/2013 4. Time of evaluation: 4:00 pm
5. Name of stream: Stream 2 (Sanford Creek) 6. River basin: Neuse
7. Approximate drainage area: 5.5 sgmi. 8. Stream order:, Fourth Order
9. Length of reach evaluated: 75' 10. County: Wake
11. Site coordinates (if known): prefer in decimal degrees
Latitude (ex. 34.872312):
12. Subdivision name (if any):
Longitude (ex. —77.556611
Method location determined (circle): aPS❑ropo SheeLlitho (Aerial) Photo/GIS�ther G1S00ther
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
South of Orange Cosmos Drive
14. Proposed channel work (if any): None
15. Recent weather conditions: Wetter and colder than average
16. Site conditions at time of visit: Partly sunny, 49 degrees
17. Identify any special waterway classifications known: Election 10 Tidal Waters Essential Fisheries Habitat
nTrout Waters .Outstanding Resource Waters 0 Nutrient Sensitive Waters DWater Supply Watershed (I -1V)
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? YES 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: 50 % Residential % Commercial % Industrial _% Agricultural
50 % Forested _% Cleared / Logged _% Other ( )
22. Bankfull width: 20'23. Bank height (from bed to top of bank): $�
24. Channel slope down center of stream: Flat (0 to 2%) QGentle (2 to 4%) DModerate (4 to 10%) DSteep (>10%)
25. Channel sinuosity: Straight 00ccasional bends Frequent meander ,Very 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): 92 Comments:
Evaluator's Signature Date 03/26/2013
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.

Stream 2 (Sanford Creek)
STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
_Coastal
Piedmont
Mountain
Presence of flow / persistent pools in stream
0 4
0-5
5
1no
flow or saturation = 0• strongflow = maxpoints)0-5
—
2
Evidence of past human alteration
0 — 5
0-5
6
extensive alteration = 0• no alteration = maxpoints)0-6
3
Riparian zone
0-6
0-4
0-5
6
no buffer = 0; contiguous, wide buffer = maxpoints)
Evidence of nutrient or chemical discharges
0 4
0-4
5
4
extensive discharges = 0 • no discharges = maxpoints)0-5
—
a
5
Groundwater discharge
0 — 4
0-4
3
no discharge= 0• springs, sees wetlands etc. = maxpoints)0-3
6
Presence of adjacent floodplain
0-4
0-4
0-2
4
no floodplain = 0• extensive floodplain = max points
Entrenchment / floodplain access
0 — 4
0-2
5
a
(deeply entrenched = 0• frequent flooding= maxpoints)0-5
8
Presence of adjacent wetlands
0 — 4
0-2
4
no wetlands = 0• large adjacent wetlands = maxpoints)0-6
9
Channel sinuosity
0-5
0-4
0-3
5
extensive channelization = 0• natural meander = maxpoints)
10
Sediment input
0-5
0-4
0-4
5
extensive deposition-- 0• little or no sediment = maxpoints)
Size & diversity of channel bed substrate
NA*
0-4
0-5
11
fine homogenous = 0• large, diverse sizes = max points
Evidence of channel incision or widening
0-5
0-4
0-5
rj
12
(deeply incised = 0• stable bed & banks = maxpoints)
13
Presence of major bank failures
0 — 5
0-5
4
a
severe erosion = 0• no erosion stable banks = maxpoints)0-5
Root depth and density on banks
0-3
0-4
0-5
3
14
no visible roots = 0• dense roots throughout = max oints
Impact by agriculture, livestock, or timber production
0-5
0 4
0-5
5
15
substantial impact =0• no evidence = maxpoints)
—
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
5
16
no riffles/ripples or pools = 0• well-developed = maxpoints)
1'7
Habitat complexity
0-6
0-6
0-6
5
little or no habitat = 0• frequent, varied habitats = maxpoints)
Canopy coverage over streambed
0 5
0-5
5
18
no shadingvegetation = 0• continuous canopy= maxpoints)0-5
—
19
Substrate embeddedness
NA*
0 — 4::]
0-4
(deeply embedded = 0• loose structure =_ max
Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
3
20
no evidence— 0; common, numerous types = max points
� :
21
Presence of amphibians
0-4
0-4
0-4
3
Ono
evidence = 0 • common, numerous es = max points)
O�W
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
6
no evidence = 0• abundant evidence = maxpoints)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
92
* These characteristics are not assessed in coastal streams.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 3/21/2013
Project/Site: Smith
Creek GW
Latitude: 35.949992
Evaluator: TSJ
County: Wake
Longitude: -78.500909
Total Points: 35
Stream Determination
Other
Stream is at least intermittent
(circle one) Ephemeral
e.g. Quad Stream 3
if z 19 or perennial if> 30
Intermittent Perennial
Name:
A. Geomorphology Subtotal = 15.5
Absent Weak
Moderate
Strong
Score
1'.
Continuit of channel bed and bank
0
1
2
3
2
2.
Sinuosity of channel along thalweg
0
1
2
3
2
3.
ripple
In -channel structure: ex. riffle -pool, step -pool,
-pool sequence
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
0
7.
Recent alluvial deposits
0
1
2
3
1
8.
Headcuts
0
1
2
3
2
9.
Grade control
0
0.5
1
1.5
1
10.
Natural valley
0
0.5
1
1.5
1.5
11.
Second or greater order channel
No = 0
Yes = 3
0
artificial ditches are not rated; see discussions in manual
B. Hvdroloav Subtotal = 11
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
2
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 files
0
0.5
1
1.5
1.5
17.
Soil -based evidence of high water table?
0
No = 0
1
Yes = 3
3
C. Biolow Subtotal = 8.5
18. Fibrous roots in streambed
3
2
1
0
0
19. Rooted upland plants in streambed
3
2
11
0
0
20. Macrobenthos note diversity and abundance
0
1
2
3
2
21. Aquatic Mollusks
0
1
2
3
2
22. Fish
0
0.5
1
1.5
1.5
23. Crayfish
0
0.5
1
1.5
1.5
24. Amphibians
0
0.5
1
1.5
1.5
25. Algae
0
0.5
1
1.5
0
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5; Other = 0
0
`perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: Large golf course pond upstream.
Abandoned pond downstream + highly altered.
Appears to be perennial.
Did not investigated above pond since
the pond is not within 50' of the project boundary.

USACE AID# DWQ # Site # (indicate on attached map)
MSTREAM QUALITY ASSESSMENT WORKSHEET
�= 3
Provide the following information for the stream reach under assessment:
1. Applicant's name: Town of Wake Forest 2. Evaluator's name: Todd St. John
3. Date of evaluation: 03/26/2013 4. Time of evaluation: 8:53 am
5. Name of stream: Stream 3
7. Approximate drainage area: 0.5 sq m i .
9. Length of reach evaluated: 75'
11. Site coordinates (if known): prefer in decimal degrees.
Latitude (ex. 34.872312):
6. River basin: Neuse
8. Stream order: First Order
10. County: Wake
12. Subdivision name (if any):
Longitude (ex. —77.556611):
Method location determined (circle): aPS❑ropo Sheet❑Ortho (Aerial) Photo/G1S ✓ather G1S❑0ther
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
Heritage Lake Road west of golf course.
14. Proposed channel work (if any): None
15. Recent weather conditions: Wetter and colder than average
16. Site conditions at time of visit: Partly sunny, 49 degrees
17. Identify any special waterway classifications known: OSection 10 Tidal Waters Essential Fisheries Habitat
nTrout Waters 0outstanding Resource Waters 0 Nutrient Sensitive Waters nWater Supply Watershed, (I -N)
18. Is there a pond or lake located upstream of the evaluation point? YES If yes, estimate the water surface area: 9 ac.
19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: 30 % Residential _% Commercial _% Industrial _% Agricultural
_% Forested _% Cleared / Logged 70 % Other ( Golf Course
22. Bankfull width: 101 23. Bank height (from bed to top of bank): 5'
24. Channel slope down center of stream: ,Flat (0 to 2%) .Gentle (2 to 4%) OModerate (4 to 10%) DSteep (>10%)
25. Channel sinuosity: Straight 00ccasional bends 017requent 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): 66 Comments:
Evaluator's Signature Date 03/26/2013
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.

Stream 3
STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
Presence of flow / persistent pools in stream
0 4
0-5
5
1no
flow or saturation = 0• strop flow = maxpoints)0-5
—
2
Evidence of past human alteration
0-6
0-5
0-5
3
extensive alteration = 0• no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
2
no buffer = 0• contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
5
extensive discharges = 0• no discharges = maxpoints)
a
5
Groundwater discharge
0-3
0-4
0-4
0
d
no discharge = 0• springs, sees wetlands etc. = maxpoints)
6
Presence of adjacent floodplain
0-4
0-4
0-2
3
no floodplain = 0• extensive floodplain = max points
Entrenchment / floodplain access
0-4
0-2
4
(deeplyentrenched = 0 • frequent flooding= max points)0-5
8
Presence of adjacent wetlands
0 — 4
0-2
0
no wetlands = 0• large adjacent wetlands = maxpoints)0-6
9
Channel sinuosity
0-5
0-4
0-3
3
extensive channelization = 0• natural meander = maxpoints)
10
Sediment input
0-5
0-4
0-4
5
extensive deposition= 0• little or no sediment = maxpoints)
11
Size & diversity of channel bed substrate
NA*
0-4
0-5
fine homogenous = 0• large, diverse sizes = maxpoints)
12
Evidence of channel incision or widening
0 — 4
0-5
5
yi
(deeply incised = 0• stable bed & banks = maxpoints)0-5
13
Presence of major bank failures
0-5
0-5
0-5
5
asevere
erosion = 0- no erosion stable banks = maxpoints)
14
Root depth and density on banks
0-3
0-4
0-5
3
H
no visible roots = 0• dense roots throughout = maxpoints)
Impact by agriculture, livestock, or timber production
0-5
0 4
0-5
5
15
substantial impact =0; no evidence = maxpoints)
—
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
2
16
no riffles/ripples or pools = 0• well-developed = maxpoints)
17
Habitat complexity
Habitat
0 — 6
0-6
4
or no habitat = 0• frequent, varied habitats = maxpoints)0-6
18
Canopy coverage over streambed
0-5
0-5
0-5
2
no shading vegetation = 0• continuous canopy = maxpoints)
19
Substrate embeddedness
NA*
0-4
0-4
(deeply embedded = 0• loose structure = max
20
Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
2
no evidence = 0; common, numerous types = maxpoints)
21
Presence of amphibians
0-4
0-4
0-4
2
O
no evidence = 0; common,numerous types = maxpoints)
22
Presence of fish
0 — 4
0-4
2
no evidence = 0 • common,numerous es = maxpoints)0-4
23
Evidence of wildlife use
0-6
0-5
0-5
4
no evidence = 0- abundant evidence = maxpoints)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
66
* These characteristics are not assessed in coastal streams.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 3/21/2013
Project/Site: Smith
Creek GW
Latitude: 35.948194
Evaluator: TSJ
County: Wake
Longitude: -78.502186
Total Points: 32.5
Stream Determination
Other
Stream is at least intermittent
(circle one) Ephemeral
e.g. Quad Stream 4
if z 19 or perennial if z 30
Intermittent Perennial
Name:
A. Geomorphology Subtotal = 15.5
Absent'
Weak,
. Moderate
Strong
Score
1a.
Continuit of channel bed and bank
0
1
2
3
1
2.
Sinuosity of channel along thalweg
0
1
2
3
3
3.
ripple
In -channel structure: ex. rife -pool, step -pool,
-pool sequence
0
1
2
3
2
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
2
7.
Recent alluvial deposits
0
1
2
3
2
8.
Headcuts
0
1
2
3
0
9.
Grade control
0
0.5
1
1.5
0
10.
Natural valley
0
0.5
1
1.5
1.5
11.
Second or greater order channel
No = 0
Yes = 3
0
artificial ditches are not rated; see discussions in manual
B. Hydroloqv Subtotal = 7.5
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
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?
0
No = 0
1
Yes = 3
3
C. Bioloqy Subtotal = 9.5
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
1
21. Aquatic Mollusks
0
1
2
3
1
22. Fish
0
0.5
1
1.5
0.5
23. Crayfish
0
0.5
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
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/wetland complex.

USACE AID# DWQ # Site # (indicate on attached map)
MSTREAM QUALITY ASSESSMENT WORKSHEET
XAW
Provide the following information for the stream reach under assessment:
1. Applicant's name: Town of Wake Forest 2. Evaluator's name: Todd St. John
3. Date of evaluation: 03/26/2013 4. Time of evaluation: 9:00 am
5. Name of stream: Stream 4 6. River basin: Neuse
7. Approximate drainage area: 20 ac. 8. Stream order:.
9. Length of reach evaluated: 75' 10. County: Wake
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any
Latitude (ex. 34.872312):
Longitude (ex. —77.556611
Method location determined (circle): [aPSQTopo Shee0ortho (Aerial) Photo/G1S ✓ather GIS❑Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
Heritage Lake Road; west of the golf course
14. Proposed channel work (if any): None
15. Recent weather conditions: Wetter and colder than average
16. Site conditions at time of visit: Partly sunny, 49 degrees
17. Identify any special waterway classifications known: Election 10 ,Tidal Waters Essential Fisheries Habitat
IITrout Waters Outstanding Resource Waters Q Nutrient Sensitive Waters DWater Supply Watershed (I -1V)
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? YES
21. Estimated watershed land use: 50 % Residential _% Commercial _% Industrial % Agricultural
_% Forested _% Cleared / Logged _% Other ( Golf Course )
22. Bankfull width: 3'23. Bank height (from bed to top of bank): 1
24. Channel slope down center of stream: Flat (0 to 2%) OGentle (2 to 4%) oModerate (4 to 10%) DSteep (> 10%)
25. Channel sinuosity: Straight Occasional bends Frequent meander _QVery sinuous OBraided 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): 75 Comments:
Evaluator's Signature Date 03/26/2013
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.

Stream 4
STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
1no
Presence of flow / persistent pools in stream
0 — 4
0-5
4
flow or saturation = 0• strop flow = maxpoints)0-5
2
Evidence of past human alteration
0 — 5
0-5
4
extensive alteration = 0 • no alteration = maxpoints)0-6
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
5
Groundwater discharge
0-3
0-4
0-4
3
no dischar e = 0• springs, sees wetlands etc. = maxpoints)
6
Presence of adjacent floodplain
0-4
0-4
0-2
4
no floodplain = 0• extensive floodplain = maxpoints)
Entrenchment / floodplain access
0— 5
0— 4
0— 2
5
a
(deeply entrenched = 0• frequent flooding= max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
6
no wetlands = 0; large adjacent wetlands = max points
9
Channel sinuosity
0-5
0-4
0-3
3
extensive channelization = 0; natural meander = maxpoints)
10
Sediment input
0-5
0-4
0-4
4
extensive deposition-- 0; little or no sediment = max oints
11
Size & diversity of channel bed substrate
NA*
0-4
0-5
fine homogenous = 0• large, diverse sizes = maxpoints)
12
Evidence of channel incision or widening
0-5
0-4
0-5
5
>�
(deeply incised = 0• stable bed & banks = maxpoints)
F'
13
Presence of major bank failures
0 — 5
0-5
5
severe erosion = 0• no erosion stable banks = maxpoints)0-5
14
Root depth and density on banks
0-3
0-4
0-5
3
H
no visible roots = 0• dense roots throughout = maxpoints)
Impact by agriculture, livestock, or timber production
0 5
0-4
0 5
5
15
substantial impact =0; no evidence = max points
—
—
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
3
16
no riffles/ripples or pools = 0• well-developed = maxpoints)
F
17
Habitat complexity
Habitat
0 — 6
0-6
4
or no habitat = 0• frequent, varied habitats = maxpoints)0-6
18
Canopy coverage over streambed
0 — 5
0-5
3
no shadingvegetation = 0• continuous canopy= maxpoints)0-5
19
Substrate embeddedness
0-4
0 — 4
deeply embedded = 0 • loose structure = max)NA
Presence of stream invertebrates (see page 4)
0 5
0-5
1
20
no evidence = 0 • common,numerous es = maxpoints)0-4
—
21
Presence of amphibians
0-4
0-4
0-4
1
O
no evidence = 0; common, numerous types = maxpoints)
04
O
22
Presence of fish
0-4
0-4
0-4
1
no evidence = 0; common,numerous types = maxpoints)
23
Evidence of wildlife use
0-6
0-5
0-5
4
no evidence = 0• abundant evidence = maxpoints)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
75
* These characteristics are not assessed in coastal streams.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 3/21/2013
Project/Site: Smith
Creek GW
Latitude: 35.937837
Evaluator: TSJ
County: Wake
Longitude: -78.50722
Total Points: 26.5
Stream Determination
Other
Stream is at least intermittent
(circle one) Ephemeral
e.g. Quad Stream 5
if > 19 or peren2ial if z 30
Intermittent Perennial
Name:
A. Geomorphology Subtotal = 11
Absent
Weak
Moderate
Strong
Score
1a.
Continuity of channel bed and bank
0
1
2
3
2
2.
Sinuosity of channel along thalweg
0
1
2
3
2
3.
ripple
In -channel structure: ex. riffle -pool, step -pool,
-pool sequence
0
1
2
3
1
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
1
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
a artificial ditches are not rated; see discussions in manual
B. Hvdroloov Subtotal = 10.5
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
3
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
0.5
17.
Soil -based evidence of high water table?
0
No = 0
1
Yes = 3
3
C. Binlnav Suhtntal =
18. Fibrous roots in streambed
3
2
1
0
2
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
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 origin already flagged by others.
Stream origin located.

USACE AID# DWQ # Site # (indicate on attached map)
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: Town of Wake Forest 2. Evaluator's name: Todd St. John
3. Date of evaluation: 03/26/2013 4. Time of evaluation: 10:00 am
5. Name of stream: Stream 5 6. River basin: Neuse
7. Approximate drainage area: 22 8. Stream order:, First Order
9. Length of reach evaluated: 40' 10. County: Wake
11. Site coordinates (if known): prefer in decimal degrees.
Latitude (ex. 34.872312):
12. Subdivision name (if any
Longitude (ex —77.556611
Method location determined (circle): EJPSOropo Sheet❑Drtho (Aerial) Photo/GIS�ther G1SO0ther
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
Northeast of intersection with Forestville Road and Song Sparrow Drive.
14. Proposed channel work (if any): None
15. Recent weather conditions: Wetter and colder than average
16. Site conditions at time of visit: Partly sunny, 49 degrees
17. Identify any special waterway classifications known: Section 10 Tidal Waters Essential Fisheries Habitat
nTrout Waters 00utstanding Resource Waters Nutrient Sensitive Waters nWater Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES If yes, estimate the water surface area: 2.5 ac.
19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: 20 % Residential % Commercial _% Industrial _% Agricultural
10 % Forested 70 % Cleared / Logged _% Other (
22. Bankfull width: 5 23. Bank height (from bed to top of bank): 5'
24. Channel slope down center of stream: Flat (0 to 2%) OGentle (2 to 4%) MModerate (4 to 10%) Steep (>10%)
25. Channel sinuosity: Straight Occasional bends ElFrequent meander Very sinuous DBraided 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): 60 Comments:
Evaluator's Signature Date 03/26/2013
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.

Stream 5
STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0 — 4
0-5
5
no flow or saturation = 0• strop flow = maxpoints)0-5
2
Evidence of past human alteration
0-6
0-5
0-5
3
extensive alteration = 0• no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
2
no buffer = 0• contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
2
extensive discharges = 0• no discharges = maxpoints)
a
5
Groundwater discharge
0-3
0-4
0-4
3
U.
no discharge = 0• springs, sees wetlands etc. = maxpoints)
6
Presence of adjacent floodplain
0 — 4
0-2
3
no floodplain = 0• extensive floodplain = maxpoints)0-4
7
Entrenchment / floodplain access
0-5
0-4
0-2
3
a
(deeply entrenched = 0• frequent flooding = maxpoints)
8
Presence of adjacent wetlands
0 — 4
0-2
6
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 oints
11
Size & diversity of channel bed substrate
NA*
0-4
0-5
fine homogenous = 0; large, diverse sizes = maxpoints)
12
Evidence of channel incision or widening
0 — 4
0-5
3
>
de 1 incised = 0• stable bed & banks = maxpoints)0-5
13
Presence of major bank failures
0-5
0-5
0-5
5
a
severe erosion = 0• no erosion stable banks = maxpoints)
Pa
14
Root depth and density on banks
0-3
0-4
0-5
2
no visible roots = 0• dense roots throughout = maxpoints)
15
Impact by agriculture, livestock, or timber production
0-5
0 4
0-5
5
substantial impact =0• no evidence = maxpoints)
—
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
2
16
no riffle s/ripples or pools = 0; well-developed = maxpoints)
1
Habitat complexity
0 — 6
0-6
4
little or no habitat = 0- frequent, varied habitats = maxpoints)0-6
18
Canopy coverage over streambed
0-5
0-5
0-5
3
no shading vegetation = 0• continuous canopy = maxpoints)
19
Substrate embeddedness
0-4
0 — 4
(deeply embedded = 0• loose structure = max)NA
Presence of stream invertebrates (see page 4)
0 5
0-5
Q
20
no evidence = 0 • common,numerous es = maxpoints)0-4
Presence of amphibians
—
21
0-4
0-4
0-4
0
O
no evidence = 0 • common,numerous types = maxpoints)
'-4
O
22
Presence of fish
0-4
0-4
0-4
0
no evidence = 0; common, numerous types = maxpoints)
23
Evidence of wildlife use
0-6
0-5
0-5
3
no evidence = 0• abundant evidence = maxpoints)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
60
* These characteristics are not assessed in coastal streams.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 3/21/2013
Project/Site: Smith
Creek GW
Latitude: 35.938244
Evaluator: TSJ
County: Wake
Longitude: -78.499863
Total Points: 43.5
Stream Determination
Other
Stream is at least intermittent
(circle one) Ephemeral
e.g. Quad Stream 6
if z 19 or perennial if Z 30
Intermittent Perennial
I Name:
A. Geomorphology Subtotal = 22
Absent
Weak
Moderate
Strong
Score
1a.
Continui of channel bed and bank
0
1
2
3
3
2.
Sinuosity of channel along thalweg
0
1
2
3
3
3.
ripple
In -channel structure: ex. riffle -pool, step -pool,
-pool sequence
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
2
7.
Recent alluvial deposits
0
1
2
3
2
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
1.5
11.
Second or greater order channel
No = 0
Yes = 3
0
artificial ditches are not rated; see discussions in manual
B. Hvdroloqv Subtotal = 13.5
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
3
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?
0
No = 0
1
Yes = 3
3
C. Bioloqy 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
1
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
1
26. Wetland plants in streambed
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 origin above site.
Feature is a small perennial channel.

USACE AID# DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET .
Provide the following information for the stream reach under assessment:
1. Applicant's name: Town of Wake Forest 2. Evaluator's name: Todd St. John
3. Date of evaluation: 03/26/2013 4. Time of evaluation: 11:30 am
5. Name of stream: Stream 6 6. River basin: Neuse
7. Approximate drainage area: 50 ac. 8. Stream order: First Order
9. Length of reach evaluated: 75' 10. County: Wake
11. Site coordinates (if known): prefer in decimal degrees.
Latitude (ex. 34.872312):
12. Subdivision name (if any):
Longitude (ex. —77.556611):,
Method location determined (circle): [aPSOTopo Shee0ortho (Aerial) Photo/G1S ✓�ther GlsDother
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
West of intersection with Orange Cosmos Avenue and Marshal Farm Street
14. Proposed channel work (if any): None
15. Recent weather conditions: Wetter and colder than average
16. Site conditions at time of visit: Partly sunny, 49 degrees
17. Identify any special waterway classifications known: OSection 10 Tidal Waters Essential Fisheries Habitat
aTrout Waters ,Outstanding Resource Waters E[ Nutrient Sensitive Waters 7 Water 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? YES 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: 100 % Residential _% Commercial _% Industrial _% Agricultural
% Forested _% Cleared / Logged % Other
22. Bankfull width: $'23. Bank height (from bed to top of bank): 5'
24. Channel slope down center of stream: Flat (0 to 2%) -OGentle (2 to 4%) DModerate (4 to 10%) DSteep (> 10%)
25. Channel sinuosity: Straight 00ccasional bends 1 y [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): 65 Comments:
Evaluator's Signature Date 03/26/2013
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.

Stream 6
STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
Presence of flow / persistent pools in stream
0-5
0 4
0-5
5
1no
flow or saturation = 0• strop flow = max oints
—
2
Evidence of past human alteration
0-6
0-5
0-5
4
extensive alteration = 0• no alteration = max points)
3
Riparian zone
0-6
0-4
0-5
5
no buffer = 0; contiguous, wide buffer = maxpoints)
Evidence of nutrient or chemical discharges
0 4
0-4
3
4
extensive discharges = 0; no discharges = maxpoints)0-5
—
a
5
Groundwater discharge
0-3
0-4
0-4
3
d
no discharge = 0• springs, sees wetlands etc. = maxpoints)
6
Presence of adjacent floodplain
0-4
0-4
0-2
4
no floodplain = 0• extensive floodplain = max points
7
Entrenchment / floodplain access
0-5
0-4
0-2
3
a
(deeply entrenched = 0; frequent flooding = maxpoints)
8
Presence of adjacent wetlands
0-6
0-4
0-2
0
no wetlands = 0; large adjacent wetlands = maxpoints)
9
Channel sinuosity
0-5
0-4
0-3
4
extensive channelization = 0; natural meander = maxpoints)
10
Sediment input
0-5
0-4
0-4
3
extensive deposition= 0; little or no sediment = maxpoints)
11
Size & diversity of channel bed substrate
NA*
0-4
0-5
fine homogenous = 0• large, diverse sizes = maxpoints)
Evidence of channel incision or widening
0-5
0-4
0-5
3
12
(deeply incised = 0; stable bed & banks = maxpoints)
13
Presence of major bank failures
0 — 5
0-5
4
severe erosion = 0• no erosion stable banks = maxpoints)0-5
Root depth and density on banks
0-3
0-4
0-5
2
14
no visible roots = 0• dense roots throughout = maxpoints)
Impact by agriculture, livestock, or timber production
0-5
0 4
0-5
5
15
substantial im act =0• no evidence = maxpoints)
—
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
3
16
no riffles/ripples or pools = 0• well-developed = maxpoints)
17
Habitat complexity
Habitat
0 — 6
0-6
5
or no habitat = 0• frequent, varied habitats = maxpoints)0-6
Canopy coverage over streambed
o
o
0-5
4
is
no shading vegetation = 0• continuous canopy = maxpoints)
-s
-s
19
Substrate embeddedness
NA*
0-4
0-4
(deeply embedded = 0• -loose structure = max
Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
1
20
no evidence = 0• common, numerous types = maxpoints)
21
Presence of amphibians
0-4
0-4
0-4
0
O .
no evidence = 0; common, numerous types = maxpoints)
O
22
Presence of fish
0-4
0-4
0-4
0
no evidence = 0 • common, numerous types = maxpoints)
23
Evidence of wildlife use
0-6
0-5
0-5
4
no evidence = 0- abundant evidence = maxpoints)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
65
* These characteristics are not assessed in coastal streams.

Nortj, Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 3/21/2013
Project/Site: Smith
Creeek GW
Latitude: 35.944174
Evaluator: TSJ
County: Wake
Longitude: -78.512198
Total Points: 38.5
Stream Determination
Other
Stream is at least intermittent
(circle one) Ephemeral
e.g. Quad Stream 7
if > 19 or perennial if? 30
Intermittent Perennial
Name:
A. Geomorphology Subtotal = 21.5
Absent
Weak
Moderate
Strong
Score
V.
Continui of channel bed and bank
0
1
2
3
3
2.
Sinuosity of channel along thalweg
0
1
2
3
3
3.
ripple
In -channel structure: ex. riffle -pool, step -pool,
-pool sequence
0
1
2
3
3
4.
Particle size of stream substrate
0
1
2
3
3
5.
Active/relic floodplain
0
1
2
3
2
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
0
10.
Natural valley
0
0.5
1
1.5
1.5
11.
Second or greater order channel
No = 0
Yes = 3
0
a artificial ditches are not rated; see discussions in manual
B. Hvdroloov 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
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
0.5
17.
Soil -based evidence of high water table?
0
No = 0
1
Yes = 3
3
C_ Rinlnnv Suhtntal =
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
1
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
1
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5; Other = 0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: Feature is small perennial stream.

USACE AID# DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: Town of Wake Forest 2. Evaluator's name: Todd St. John
3. Date of evaluation: 03/26/2013 4. Time of evaluation: 2:00 pm
5. Name of stream: Stream 7 6. River basin: Neuse
7. Approximate drainage area: 0.5 sgmi. 8. Stream order: First Order
9. Length of reach evaluated: 75' 10. County: Wake
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any):
Latitude (ex. 34.872312):
Longitude (ex. —77.556611):
Method location determined (circle): aPS❑Topo Sheet❑0rtho (Aerial) Photo/GIS ✓�ther GIS❑Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying streams) location):
Due south of Heritage Middle School
14. Proposed channel work (if any): None
15. Recent weather conditions: Wetter and colder than average
16. Site conditions at time of visit: Partly sunny, 49 degrees
17. Identify any special waterway classifications known: ElSection 10 Tidal Waters Essential Fisheries Habitat
nTrout Waters .Outstanding Resource Waters 0 Nutrient Sensitive Waters aWater Supply Watershed (I -1V)
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? YES 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: _% Residential 30 % Commercial % Industrial _% Agricultural
30 % Forested % Cleared / Logged 40 % Other ( Institutional )
22. Bankfull width: 81 23. Bank height (from bed to top of bank): 3'
24. Channel slope down center of stream: 0171at (0 to 2%) Gentle (2 to 4%) DModerate (4 to 10%) DSteep (>10%)
25. Channel sinuosity: Straight 00ccasional bends TZ/Frequent meander Very 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): 50 Comments:
Evaluator's Signature Date 03/26/2013
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.

Stream 7
STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
Presence of flow / persistent pools in stream
0 4
0-5
5
1no
flow or saturation = 0• strop flow = maxpoints)0-5
—
2
Evidence•of past human alteration
0-6
0-5
0-5
0
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 = maxpoints)
5
Groundwater discharge
0-3
0-4
0-4
3
d
no discharge = 0• springs, sees wetlands etc. = max oints
6
Presence of adjacent floodplain
0 — 4
0-2
4
no floodplain = 0• extensive floodplain = maxpoints)0-4
Entrenchment / floodplain access
7
0-5
0-4
0-2
5
a
de 1 entrenched = 0• frequent flooding = maxpoints)
8
Presence of adjacent wetlands
0 — 4
0-2
0
no wetlands = 0; large adjacent wetlands = maxpoints)0-6
9
Channel sinuosity
0-5
0-4
0-3
4
extensive channelization = 0• natural meander = maxpoints)
10
Sediment input
0-5
0-4
0-4
1
extensive deposition-- 0; little or no sediment = max oints
11
Size & diversity of channel bed substrate
NA*
0-4
0-5
fine homogenous = 0• large, diverse sizes = maxpoints)
Evidence of channel incision or widening
0-5
0-4
0-5
4
>�
12
(deeply incised = 0; stable bed & banks = maxpoints)
13
Presence of major bank failures
0-5
0-5
0-5
4
severe erosion = 0• no erosion stable banks = max oints
Root depth and density on banks
0-3
0-4
0-5
1
H
14
no visible roots = 0• dense roots throughout = maxpoints)
Impact by agriculture, livestock, or timber production
0-5
0 4
0-5
5
15
substantial impact =0• no evidence = maxpoints)
—
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
3
16
no riffles/ripples or pools = 0; well-developed = maxpoints)
ydHabitat
1
complexity
0-6
0-6
0-6
2
little or no habitat = 0• frequentvaried habitats = max oints
Pq
Canopy coverage over streambed
0-5
0-5
0-5
Q
18
no shading vegetation = 0• continuous canopy = max points
19
Substrate embeddedness
0-4
0 — 4
deeply embedded = 0 • loose structure = max)NA
Presence of stream invertebrates (see page 4)
0 5
0-5
1
20
no evidence = 0• common,numerous es = maxpoints)0-4
—
21
Presence of amphibians
0 — 4
0-4
0
.O
no evidence = 0 • common,numerous es = maxpoints)0-4
22
Presence of fish
0 — 4
0-4
0
no evidence = 0 • com mon, numerous es = maxpoints)0-4
23
Evidence of wildlife use
0-6
0-5
0-5
4
no evidence = 0• abundant evidence = max oints
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
50
* These characteristics are not assessed in coastal streams.

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N the specific purpose and client for which it was prepared. Reuse of and improper reliance of this document without written
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IMPACTS KEY SHEET & SUMMARY
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PERMANENT BUFFER s
ZONE 2 /MPACTS
PR-?A�ED IN THE OFFICE OF:
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300"I WESTON �'ARI�WAY CA�Y NC 27513
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TEMPORARY
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SMITH AND SANFORD CREEK GREENWAY
JOB NUMB�R:
011311028
SFIEEi NUMBER:
PRM-16

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SURVEYS PROVIDED BY:
BBM Associates
Spatial Data Consultants, Inc.
GEOTECHNICAL INVESTIGATIONS BY:
Falcon Engineering, Inc.
INDEX OF SHEETS
SHEET NO. DESCRIPTION
1 TITLE SHEET
2 CONVENTIONAL SYMBOLS
3 CONSTRUCTION ACCESS PLAN
4 TO 4B DRAINAGE SUMMARY SHEET
C-1 TO G21 PLAN/PROFILE SHEETS
CD-1 TO CD-5 TYPICAL SECTIONS, PROJECT NOTES, AND CONSTRUCTION DETAILS
TMP-1 TO TMP-3 TRAFFIC MANAGEMENT PLANS
LA- LANDSCAPE PLANS AND DETAILS
EC-1A TP EC-19 EROSION CONTROL PLANS
PS-1 TO PS-11 PAVEMENT MARKING AND SIGNING PLANS
S- PEDESTRIAN BRIDGE/BOARDWALK PLANS
X-1 TO X-38 MULTI-USE PATH CROSS SECTIONS
OWNER HEREBY CERTIFIES AND AGRESS TO TAKE SUCH ACTION AS MAY BE REQUIRED BY
THE TOWN OF WAKE FOREST TO CORRECT ANY ERRORS, OMISSIONS, OR NON-COMPLIANCE
WITH TOWN STANDARDS AND/OR CONDITIONS DESCRIBED IN THE CONSTRUCTION PLAT,
INCLUDING RE-SUBMISSION OR RE-EXECUTION OF THIS CONSTRUCTION PLAT WITH THE
APPROPRIATE CORRECTIONS AND/OR REVISIONS.
OWNER
DATE
—
F ROM RO G E RS ROAD TO MARS HAL L FARM ROAD AN D
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ALO N G H E RITAG E LAKE ROAD
TI P PROJ ECT: C-5164
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EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW ENGINEER
FOR THE TOWN OF WAKE FOREST IN NO WAY LIMITS THE
RESPONSIBILITY OF THE OWNER AND ENGINEER OF RECORD WITH
REGARD TO COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL
STANDARDS AND/OR CONDITIONS.
sMirH
CREC�N�O�CER
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ALL PUBLIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS, AND HANDICAP
RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY
TOWN STANDARDS. THESE FACILITES HAVE BEEN APPROVED BY THE TOWN
OF WAKE FOREST AND SHALL BE SO INSTALLED UNLESS A CHANGE IS
APPROVED BY THE TOWN OF WAKE FOREST.
PROJECT REFERENCE NO. SHEET NO.
C —5/64 /
: +.�
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��� a�d �ek��,�f��
� Kimley-Horn
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CO 2013
Post Office Box 33068
Raleigh, North Carolina 27636
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GRAPHIC SCALE
20 0 40
PLANS
20 0 40
PROFILE (HORIZONTAL)
� � 2
PROFILE (VERTICAL)
THESE PLANS HAVE BEEN APPROVED FOR
CONSTRUCTION BY THE TOWN OF WAKE FOREST.
ENGINEERING DEPARTMENT
PUBLIC WORKS DEPARTMENT
EROSION & SEDIMENT CONTROL
CONSTRUCTION INSPECTOR
FI RE PREVENTION
ACCESSIBILITY
PLANNING DEPARTMENT
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
DATE
DATE
�_ a
DATE
DATE
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DATE
DATE

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1 �lote: Not to Scale
*S. U.E. = Subsurface Utility Engineering
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BO UNDARIES A1 �D PROPERTY.•
St t L' ----- -----
a e ine
County Line ---
Township Line ---
City Line --
Reservation Line -
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel/Sequence Number
Existing Fence Line -X
Proposed Woven Wire Fence
Pro osed Chain Link Fence
p
Proposed Barbed Wire Fence
--- RAILROADS.•
Standard Gauge CSX TRANSPORTATION
RR Signal Milepost ti1/LEPOOST 35
$WitCh �
SWITCH
RR Ab d d -�- -�- -�- -�-
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Existing Wetland Boundary - - - -��8- - - -
Pro osed Wetland Bounda ��B
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Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Known Soil Contamination: Area or Site �-
Potential Soil Contamination: Area or Site �-
BUILDINGS A1�D OTHER CULTURE:
EAB
EPB
Gas Pump Vent or U/G Tank Cap O
Sign �
Well °
Small Mine �'
Foundation �
Area Outline
Cemetery fi
Building
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
BufFer Zone 1
BufFer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
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RR Dismantled —
RIGHT OF WAY.•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line —
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Proposed Right of Way Line R
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with R
Concrete or Granite R�W Marker
Proposed Control of Access Line with
Concrete C/A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS A111D RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
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PDE
DUE
PUE
TUE
AUE
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Proposed Slope Stakes Cut --- C---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp �R
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail n n �
Proposed Cable Guiderail —
Equality Symbol
Pavement Removal
I�EGETATION.•
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Single Tree �
Single Shrub �
Hedge
Woods Line
� �
� REV. No.e REVISIONe DATEe DRAWN BYe CHECKED BYe
\ This document, together with the concepts and designs presented herein, as an instrument of service, is
� intended only for the speciflc purpose and cllent for which lt was prepared, Reuse of and improper
�reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince
� shall be without liabil°ty to Kimley-Horn and Associates, Inc,
Copyrfght Kimley-Norn and Associatesy Inc,s 20 13
Orchard
Vi neya rd
EXISTII�G STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.•
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E.*)
TELEPHONE:
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Existing Telephone Pole -�-
Proposed Telephone Pole �
Telephone Manhole O
Telephone Booth ❑�
Telephone Pedestal �
Telephone Cell Tower �
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable T
Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - -
Recorded U/G Telephone Conduit T�
Designated U/G Telephone Conduit (S.U.E.*� - - - -T�- - - -
Recorded U/G Fiber Optics Cable T FO
Designated U/G Fiber Optics Cable (S.U.E.'"� ----T Fo- --
PREPA�ED IN THE OFFICE OFo
Kimle -Horn
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and Associates, Inc.
PoOo BOX 3�0�8 — RQ�EIGH� NORTH CQRO�IN� 27636—�068
PHONE� (9 19) 677-2000 F/�Xo (9 19) 677-2050
CONVENTIONAL SYMBOLS
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line -
Designated U/G Water Line (S.U.E.* -
Above Ground Water Line
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A/G Water
TV:
TV Satellite Dish C�
TV Pedestal 0
TV Towe r �
U/G TV Cable Hand Hole HH
Recorded U/G TV Cable T�
Designated U/G TV Cable (S.U.E.*) - - - -T�- - - -
Recorded U/G Fiber Optic Cable T� Fo
Designated U/G Fiber Optic Cable (S.U.E.*r-- ----T� Fo- --
GAS :
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E.*
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
AlG Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
End of Information
P=U�IEC To
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NoT To scA�E SMITH AND SANFORD CREEK
MULTI-USE PATH
J013 NUM�L'ERD
0 I 13 I 1028
SHEET NIJMG'ERe
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CONSTRUCTION ACCESS 5
V/A SONG SPARROy� DR
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CONST RUCT /ON ACCESS 6
V/A FOUNDAT /ON DR
HER/T AGE
HIGH SCHOOL
HER/TAGE H/GH
SCHOOL PARK
CONSTRUCT/ON ACCESS 4
�/A FOREST►/ILLE RD
CONSTRUCT/ON ACCESS 3
V/A FOREST�/LLE RD
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CONSTRUCT/ON ACCESS 3 V/A FOREST�/LLE RD
CONST RUCT lON SPECIFICAT IONS:
l. CONTRACTOR TO RESTORE THE STOCKPILE AND STAGING AREA TO ORIGINAL
CONDIT IONS AND T 0 T HE SAT ISFACT lON OF T HE OVV NER, PRIOR T 0
DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
2. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES AND
PREVENT MUD TRACKIN� INTO ROADWAY DURIN� CONSTRUCTION AND
HAULING OPERATIONS.
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F��'EST�jLLE RD
SR 2Q49
CONSTRUCT/ON ACCESS / V/A MARSHALL FAR�I RD
CONSTRUCTION SPEClF4CATlONS:
l. CONTRACTOR TO USE EXTREME CARE VVHEN USING MARSHALL FARM
ROAD FOR ACCESS. CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL
INSPECTION OF THE ACCESS ROAD TO DOCUMENT EXISTING CONDITIONS PRIOR TO
CONSTRUCTION �N ORDER TO ENSURE THAT lT lS LEFT lN PRE-CONSTRUCTION
CONDITION. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE TOVyN FOR
THEIR RECORDS. ANY IMPERFECTIONS CAUSED BY THE CONTRACTOR �yILL BE
REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEMENr,CURB,WALLS,SIDEVyALK,
GRASSJ. ANY EXTRA WORK CAUSED BY ACCESSING iHE SITE �VIDEO AND INSPECTING
EXISTING CONDITIONS.REPAIRING ANY DAMAGEJ lS lNCIDENTAL TO THE PROJECT.
2. THERE lNILL BE NO PERMANENT PARKING FROM THE CONSTRUCTION
CREVv.ONLY PICK UP AND DROP OFF WILL BE PERMITTED ON MARSHALL FARM RD.
3. CONTRACTOR SHOULD BE ADVISED THAT ALL DRIVERS MUST BE ALERT
FOR PEDESTRIANS AND OBEY THE POSTED SPEED LlMIT AT ALL TIMES.
CONSTRUCT/ON ACCESS 2 V/A ORAI�IGE COS�OS AVE
SEE EROSION CONTROL PLANS FOR ACCESS DETAILS
coNsrRUCr�oN Q ESS 2
V/A OR,41�1GE COS�S AVE
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V�Q M�SHALL FAR�I RD
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LEGEND
CONSTRUCT/ON ACCESS 7
V/A SOUTH FR,41�1KLlN ST
T E�PORARY CONST RUCT /ON ACCESS/
CONCRETE TRUCK CLEAI�OUT
��T EMPORARY CONST RUCT /ON ACCESS
y�lT H ST OCKP/LE / ST AGING AREA/
CONCRETE TRUCK CLEAI�OUT
O REVe Noa: REVISIONa DATEe DRAWN BY: CHECKED BY:
� This document, together with the concepts and designs presented herein, as an instrument of service, is
� lntended only For the speciflc purpose and client for which lt was prepared, Reuse of and fmproper
�reliance on this document without written authorization and adop�����ion by Kimley-Horn and Associates, Inca
� shall be without liability to Kim!ey-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Ince, 20 13
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E �H R/TAGE
�NTARY ,41�1D
DDLE SCHOOL
CONSTRUCT/ON ACCESS 4►/lA FOREST►/ILLE RD
SEE EROSION CONTROL PLANS FOR ACCESS DETAILS
CONST RUCT lON ACCESS ll V/A HERIT AGE LAKE RD
CONSTRUCTION SPECIFICATIONS:
l. CONTRACTOR TO USE EXTREME CARE VyHEN USING THE HERITAGE LAKE ROAD
PARKING LOT FOR ACCESS.CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL
�NSPECTION OF THE PARKING LOT AND ACCESS ROAD TO DOCUMENT EXISTING
CONDITIONS PRIOR TO CONSTRUCTION lN ORDER TO ENSURE THAT lT lS LEFT
lN PRE-CONSTRUCTION CONDITION. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS
TO THE TOWN FOR THEIR RECOROS. ANY IMPERFECTIONS CAUSED BY THE
CONTRACTOR WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEMENr,
CURB,WALLS,SIDEWALK,GRASSI. ANY EXTRA WORK CAUSED BY ACCESSING THE
SITE fVI�EO AN� INSPECTING EXISTING CONDITIONS. REPAIRING ANY DAMAGEI
lS lNCIDENTAL TO THE PROJECT.
2. THERE WILL BE NO PERMANENr PARKING FROM THE CONSiRUCTION
CREW.ONLY PICK UP AND DROP OFF WILL BE PERMITTED ON HERITAGE LAKE ROAD
PARKING LOT UNLESS GIVEN PERM�SSION FROM THE TOWN.
3. CONTRACTOR SHOULD BE ADVISED THAT ALL DRIVERS MUST BE ALERT
FOR PEDESTRIANS AND OBEY THE POSTED SPEED LlMIT AT ALL TIMES.
4. CONTRACTOR TO COORDINAiE WITH TOWN ON WEEKEND ACCESS DURING PARK
EVENTS AND AMOUNT OF SPACE NEEDED FOR STORAGE.
CONSTRUCT/ON ACCESS 8
V/A ROGERS RD
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CONSTRUCT/ON ACCESS 9
V/A ROGERS RD
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='�.��.=� r� ►/lA ROGERS RD
CONSTRUCT/ON ACCESS 5 V/A SONG SPARROy� DR
SEE EROSION CONTROL PLANS FOR ACCESS DETAILS
CONSTRUCT/ON ACCESS 6 V/A FOUNDAT/ON DR
CONSTRUCTION SPECIFICATIONS:
l. CONiRACTOR TO USE EXTREME CARE WHEN USING THE FOUN�ATION DRIVE
GRAVEL L07" FOR ACCESS.CONTRACTOR TO PROVIDE PREUMINARY VIDEO AND VISUAL
INSPECTION OF THE PARKING LOT AND ACCESS RDAD TO DOCUMENT EXISTING
CONDITIONS PRIOR TO CONSTRUCTION �N ORDER TO ENSURE THAT lT lS LEFT
lN PRE-CONSTRUCTION CONDITION. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS
TO THE TOVVN FOR THEIR RECORDS. ANY IMPERFECTIONS CAUSED BY THE
CONrRACTOR VyILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEMENr,
CURB,WALLS,SIDEViiALK,GRASS). ANY EXTRA byORK CAUSED BY ACCESSING THE
SITE �VIDEO AND INSPECTING EXISTING CONDITIONS.REPAIRING ANY DAMAGEI
lS lNCIDENTAL TO THE PROJECT.
2. THERE WILL BE NO PERMANENT PARKING FROM THE CONSTRUCTION
CREVV.ONLY PICK UP AND DROP OFF WILL BE PERMITTED ON FOUNDATION DRNE.
3. CONTRACTOR SHOULD BE ADVISED THAT ALL DRIVERS MUST BE ALERT
FOR PEDESTRIANS AND OBEY THE POSTED SPEED LlMIT AT ALL TIMES.
4. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES AND
PREVENT MUD TRACKING INTO ROADWAY DURING CONSTRUCTION AND
HAULING OPERATIONS.
5. CONrRACTOR SHALL NOT PARK OR SiORE EQUIPMENT AND/OR
MATERIALS ON ANY SCHOOL PROPERTY,PARKS,OR ANY OTHER
AREA OUT SIDE OF T HE PROJECT LIM�T S W lT HOUT W RlT T EN
PERMISSION FROM THE TObyN AND WAKE COUNTY SCHOOLS.
CONSTRUCT/ON ACCESS 7 �/A SOUTH FR,4I�1KLlN ST
SEE EROSION CONTROL PLANS FOR ACCESS DETAILS
CONSTRUCT/ON ACCESS 8 V/A ROGERS RD
SEE EROSION CONTROL PLANS FOR ACCESS DETAILS
CONSTRUCT/ON ACCESS 9 V/A ROGERS RD
SEE EROSION CONTROL PLANS FOR ACCESS DETAILS
CONSTRUCT/ON ACCESS /0 V/A ROGERS RD
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�ROJECT�
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No-r ro sc��� SMITH AND SANFORD CREEK
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SHEET NUMBERe
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DATUM QESCRIPTION -�-
P/ Sto /3+80.84 P/ Sto 23+78.48 �
THE LOCAL IZEp COORpINATE SYSTEI� DEVELOPED FOR THIS PROJECT � ❑ �N� \ �_ l3"00' 55.1" (IQT) �= 57'l3� 3O.J" ILTI �°
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHEp BY
NCGS FOR I�ONUI�ENT °NcRa" , I �SOO9 D= 3"4/'47.4° D= 5°49' 00.6' �
�I I TH NAD 83/NA 2011 STATE PLANE GR I D COORD I NATES OF L= 3J�2.1� L= 983.7�
NORTHING: 733.167.41(ftl EASTING: 2.124,896.39(ftl T= 176.8/' T= 537.32�
ELE�AT I ON: c ft � R= 1.550.00' R= 985.00' 2 \`� �
THE A ERAGE COI�BINED GR1D FACTOR USED ON THIS PROJECT � � NovV oR FORMERLY
�
PETTIS PROPERTIES LLC =
(GROUND TO GRID) �$: �.99993770 r 'SANITARY SEWER EAS O BM 2004 PG 116
THE N.C. LAI�BERT GRIp BEARING ANp BM 2005 PG 256C NOW OR FORMERLY fl PIN# 1840704781 a� ��
LOCALIZED HORIZONTAL GROUND DISTANCE FRO�I � VvMc�Ra�E�cH �v ��c N �\-� �
"NCRD�" TO -L- STATION IS BM 2005 Pc 2560 END CURB & GUTTER
D��, W PiNtt 1840608418 -L- Sf0.20+50.00 f22' LTl = �� �� r^ ��� �
BEGIN SIDE►�ALK �
-L - Sta. l5 +25.80 � o Z� D� � N -Cl- l5 f4/.43 �
ALL LINEAR DII�ENSIONS ARE LOCALIZED HORIZONTAL pISTANCES -+ m-< < vo -oo� SEE CURB PROFILE E1�1D SIDE� IALK ', � f l�
y E R T I C AL p A TU I� U S E D I S N Ay p 8 8 A D D A D D I T I O N A L S I D E y� A L K Z D�° � o� D°°`� RETAIN SIDEINALK
TO CORNER f5' Rl
�� ��, END ALU�IIIyU�I RA/LlI yG .�; -L - Sto. 20 f65A0 ,
BEGIN CURB & GUTTER `� �' � � -L - St0.20f1O.00 (2850' LT J = � ' � �
I� ���)l I I HEAD �ALL D CONCRETE / �� �` / j N�
-L - Sto. l5 f09A0 (3/.4' LT 1= `� m
-Cl- Sto.IO+OOAO � ����� _ , . - // � - � 1 ,�" ,�', �
/ �`
SEE CURB PROFILE � � i ' � , � � � � �
� � � �
� � � - �n
BEGIN CONSTRUCTION 20' SANITAR R F� RETAIIy STONE y�ALL �'� 200' R � E � �� � RE� P�N �&� ��
� BM 20 5 I G 2 � /
- L -$ f0. 1 4+ 7 �. � 0 I_ RET A I N FIRE B E G I N A L U� I I N U� I i R A I L I I y G \ r \
-L- Sto.19+30.00 � .50' L 1= \ � 0104 � � �
{� H Y D R, 4 l 1/ T W , � 4 5 0 R� � Z
z56o Y�' ,, ❑3 F �,� �� V�4LVET WATER ���� �4 � �� ET y�ATE 200'�R 101 � E N C � J &G �
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HERITAGE LAKE RD � p�2 i5'RCP-N LOCALIZED COORDINATES
? SR 5144 "RCP-I►/ gZ � N 800,442.6408
E 2,147,480.1388
� N�r48� �7 p E / ELEV. = 259.78
w \
/� - � 82 2
TI�Ey�ARNER CABLE
�/� �� PEDESTAL TE
-- -� �� �. � � REMOVE 10 LF OF
5065 EXIST 36" RCP AND
IRON W/CAP EXIST HEAD�yALL NOy� OR FORMERLY
LOCALIZED COORDINATES SA�CU� EXIST TIE PROP CB TO HERITAGE CLUB PROPERTIES LLC
N 800,175.5183 BM 2003 PG 575
^,/ E 2,147,097.9156 PAVE�,IEIyT TO BE EXIST 36° RCP PiN" 1840818033 CONSTRUCTION NOTES
-L- PC Sto. �ZfV`�.�3 ELEV. = 263.77 SQUARE �41�ID y�IDEN
�SEE TYPICAL SECT IONSI T/E PROPOSED 2' -6' CURB & GUT T ER
-L - PT Sto. l5 +56J3 � TO EXIST/NG CURB & GUTTER
NOT E5: -L - PC Sto. lS f4/.l6 T RAl ySIT lON PROPOSED r-6" CURB & GUT T ER
l. C RB PROFILE GRADE POINT lS LOCATED �2 TO EXISTING SHOULDER BER�I GUTTER
OYy BACK OF CURB fSEE DETA/L CONSTRUCT/ON DETA/LSI
2� OF CUR�BNUN�SS�OTHERy��E lyOTED K ❑3 SIDEy�ALK OSED SIDEy�ALK TO EXISTING
3. ALL RADII AR� �l�A,$URED FRO�I THE 4� RETROF/T EXISTING CURB R,4MP
EDGE OF P ►/t EryT
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� � -Cl- STA 10+00.00 = i i i i i i
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2 74 � i i i i ELEV = 266.88' i i i � i i � � i i � i � i � i � i i i i � � 2 74
; � � � i i i i i i i �
TlE TO EXIST TOC i
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Pl = 10+07.00 - Pl = 11+20.00 � � Pl = 12+37.00 Pl = 14+02.00 Pl = 14+97.00 = �
2 70 r� � � �� �� � � ��� �� � EL = 267.0/' - EL = 263.5/' � � � EL = 26/.46' � � EL = 257.9/' �� EL = 258.20' � � � � � � � � � � � 2 70
i_��_ �� _ l0' - �C = l20' � ' VC = 80' � �C = ll0' � � VC = 70' � � %
� � K=2 K=89 K=200 K=45 K=47
i i i i i i i � i i � � i i i i i
i i i i i i i i +)1.870p'/. ���,� ' i � i i i i i i i i i i i
2 66 � � , � , ��oo� � ; ' ; ; ' � ; ' � ; ' ; '� � � � � �'� � � � � � � � 2 66
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- i - , ` - - - _ _ _ _ _C/ - STA l5 +4/.43 = ,
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2 62 _ _ � i � �- � ��75� �__� � L STA 20+50.00 l22 LTl � - � 2 62
'� i �� - _ � ELEV = 257.67 �
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S I D E WA L K A N D oo N�T �iSE FaR �onsTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
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reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
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co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 C- I

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RON �N/CAP , 1 - � _ - - - N 4' 34' 47.4� E � 4 - - �,
LOCALIZED COORDINATES � �- � -� - � \
N 800,858.5907 � � ♦ _
E 2,147,737.0442 - E �� 5072 V
ELEV. = 273.91 �- � - . ,, ! IRON IN/CAP � � Q
- - LOCALIZED COORDINATES �
-- N 801,345.4774
E 2.147,802.1011
NO�y OR FORMERLY -- 1,' ELEV. = 285.92
HERITAGE CLUB PROPERTIES LLC ►'I
BM 2003 PG 5�5 -L- PT Sto. 28+24.95 SA CUT EXIST
PA►/E�IEIyT ,41�D y�IDEN CONTRACTOR TO CONSTRUCTION NOTES
Pi N° 1840818033 � fSEE TYPICAL SECTIONSJ ADJUST/RELOCATE � T/E PROPOSED 2'-6' CURB & GUTTER
NOTES: lRRIGATIOIy AS NEEDED ❑ TO EXISTING CURB & GUTTER
` TRAI ySITION PROPOSED 2'-6' CURB & GUTTER
l. C RB PROFILE GRADE POINT lS LOCATED �n �2 TO EXISTING SHOULDER BER�I GUTTER
OYy BACK OF CURB fSEE DETA/L CONSTRUCT/ON DETA/LSI
2� OF CUR�BNUN�SSMOTHERy��E lyOTED K ❑3 SIDEy�ALK OSED SIDEy�ALK TO EXISTING
3. ALL RADII AR� �l�A,$URED FRO�I THE 4� RETROF/T EXISTING CURB R,4MP
EDGE OF P ►/t EryT
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-C2 - ST A l0 +00.00 = � ' ' ' ' � END CURB PROFILE I i
2 7 6 i , -L - ST A 24 +2/.00 (27.5' LT ) i i i ; i; i i 2 7 6 2 9 4 i i i BEGIN CURB PROFILE i i _ i i i -C3 - ST A/2 +8/.00 = � i �i 2 9 4
ELEV = 265.34 i � -L - ST A 3/ +73.00 f 22.0 LT � ; �
T/E T 0 EXIST T OC i i i ! -- -C3 - ST l0 +00.00 = - ELEV = 287.07' I �
-L ST A 28 +92.00 122.4' LT J ' '
!! i� i Pl = 10+95.00 �� i� � i i i i i i i i i � i i i i i , - i i i i� TlE T0 EXIST TOC �
, � ELEV = 282.54 �
-
2 72 i i i VC = 40' � ° � � � i i i TlE TO EXIST TOC � i Pl =_ 11+52.00 � � � I�i 2 90
Pl = 10+37.00 = 3gp l. � � i i 2 72 2 9 0 i EL - 285.62
i � � , K 9/ �,�q..0� � i � � � � i � � � � �C = l00' i i i �i
EL _ 267.08 � � � , � � Pl =_ 10+58.00 ���, K= 98 � � � � ��
' ' KC _� ��p./. �/ i i i i i � EL 283.59' _ ,_ ; i i �
268 i� � �+)3b � � i i i 268 286 i i i i � KC= l8� (+11J287°. _.. - i i i �i 286
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2 64 '' ' � �7��� ' ELEV = 272.06' 2 64 2 82 +���8200� 2 82
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PREPA�ED IN THE OFFICE OFo
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Kimle -Horn 2�� � ��n �-5164
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S I D E WA L K A N D oo N�T �iSE FaR �o�sTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
� 0 4
reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
shall be wfthout liabil°ty to Klmley-Horn and Associates, Inc, �°�° g� X �� �� � � � � �oa NuM�ERe sHEET NuM�cRe
co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 C-2

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P/ Sto 34+88.2/ P/ Sto 43+05.35
p= 0° l3' 37.4" fRT J �= 25° 3/' 03.4� lLT J
D= 0° 34' 22.6� D= 3° 49' 11.0°
L = 39.63' L = 668.05'
--� T = 19.81' T = 339.66'
`��s � R = 10,000.00' R = 1,500.00'
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HERITAGE CLUB PROPERTIES LLC HERITAGE �yAKE FOREST PARKSIDE TOWNHOMES
BM 2003 PG 575 I � BM 2003 PG 579 END RETAI lI�
PIN# 1840715259 PIN# 1840727513 N N �'��
Aly� A�u�1iNuM RauNc
_ -L- Sto.42f90A0 f32.3' LT1 �
BEGIN CURB & GUTTER NOW OR FORMERLY NOW OR FORMERLY NOy� OR FORMERLY BEGII�I R�]�AN�I/111G �ALL ` J i � �
-L- St0.3�i+7OAO (ZZ.6�LT1 = KEVIN & JAMIE DAY RANDY & SHARY ALBERT RYAN & NICOLE y�00DS � A111D ALU�-i�NuM RauNc, �s M�,� Z
.� BM 2005 PG 1660 BM 2006 PG 1660 BM 2005 PG 1660 � BEGIH CURB & �UTTER -L- Sto.4/f25A0 f30.5 LTl
N -C4- Sto.lOf00A0 �/ � \
SEE CURB PROFILE PINtt 1840717808 PIN" 1840717905 PINtt 1840727011 1 -L- Sf0.4�f2/.00 (27.1' LTJ = '� z �-
� RETaIy FENCE AIyD NoVv oR FORMERLY -CS- SfO.iOf00A0 END CuRB & GurTER rn
V � ANiE� & susAN ALTHOFF SEE CURB PROFILE
�� _ �;,�,,-, SHRUB ROy� END S�DEy�ALK 7 I1 _L-_Sto.4/f44A0 f22.9' LTJ =
� 50� raPER � � �� BPwtt08407271542 -L 5 0.39 65. 5 BEGi 5/DE ALK C5 Sto.ii+2225 �
� �' I° I � J NC� 0 N BOXT 0 ADJUST II -L - St0.40 32.37 SEE CURB PROFILE ��� r
W
� END CURB & GUTTER
= ADJUST -L- Sto.39f63A0 (27.2' LT1= I RETAIN GUARDRAIL c!�
� � � y�ATER � -C4- Sto.14+94.16 �DARDRAIRAIL BEHIIyD � D
VALVE F � I x x�- SEE CURB PROF/LE fTYPJ
�I --�- a �
� F RE N� ��� E� - - - - - -F - - - - ! _ F , . 0 a F - _ _ _ _ _ e � . .�.a °6 ���� AL� � e vo +
O - - - F - �OR,41YT - - - - - - - - - - - - F - - - - - - - - - F� � 8 � 200' R 200' R . . e � ° RErq�N SB�
e� ..> a a. O
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�� �� 0 R� �30� 2•5� 2❑ Vl
�� _ `� z 1�l
2.5' �' o � � 2.5' - � � �,
Q N � ERITAGELLAKE RD � � _ � �
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N 4' 48' 24.�' E _
j� q � T __ �a y�INOSTREA� TO �
5• PAVE� NTX Al yD y�IDEN - i R o N Vv i c a P RELOCATE TELEPHONE n
�YV� LOCALIZED COORDINATES PEDESTAL f �
(SEE TYPICAL SECTIONSJ � N ao2,290.6409 �
? OCALIZED COORDINATES E 2.147,874.9720 �
�I N 801,811.6653 ELEV. = 271.28
= E 2,147,844.1707
V ELEV. = 284.65 CONSTRUCTION NOTES
�
� -L - PT Sto. 35 +08.�2 a T/E PROPOSED 2' -6' CURB & GUT T ER
NOTES: TO EXISTING CURB & GUTTER
TRAI ySITION PROPOSED 2'-6' CURB & GUTTER
l. C RB PROFILE GRADE POINT lS LOCATED -L - PC StO. 39+65.70 �2 TO EXISTING SHOULDER BER�I GUTTER
OYy BACK OF CURB fSEE DETA/L CONSTRUCT/ON DETA/LSI
2. Dl,�IE�SlOIyS ARE MEASUR�D Ff�OM� eacK -L - PC Sto. 34+68.40 3 TlE PROPOSED SIDEy�ALK TO EXISTING
Or C RB UNLESS OTHERWISE Iy0 ED ❑ SIDEy�ALK
3. ALL RADII AR� �l�A,$URED FRO�I THE 4� RETROF/T EXISTING CURB R,4MP
EDGE OF P ►/t EryT
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 I I � i i � I I I i I i I i I I � I I I i i i I I i
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2 92 , � ' 'I - I i I' ' � � � � � � � � � � � � -' � � 2 92 2 82 � � - � � � � � � � '� 2 82
Pl = ll+15.00 � Pl = l3+15.00 � _ � _ � � - _ � ; , _ i
� � � EL = 284.70' � ! EL = 280.16' � � � � �
i i i i i _ i
i i i i i i i i �C _= 760' i i i i i i VC _= 230' i i i i i i BEGI CURB PROFILE i �I
, _� K /46 � C5 ST A l0 +00.00
2$$ � � � � � � � � � � � � � � �, � � � 2$$ 278
� i i i � -L - ST A 40 +2/.00 (27.1' LT ) � i � �� 7
M_I��_� I� I � � _
� _ � ELEV = 269.49' �i
- - �
i _ i i i � i i i � i i ! � i i` T/E TO EXIST TOC i i
�-��,4 . Pl = 14+82.00 �
---�� 0% -- � �
_
_ --_ __ � � � E L _ 2 7 3. 7 3' � Pl = 10+20.00 Pl = l f � �i 2 74
2 84 � � � � � � � � � � � � � � � � � 2 84 2 74 �
�� VC - 20' � 0 80.00 �
i __�_` �_ __� i i_ � K= 3 � � EL = 269.43' EL = 266.09' � ��
i i i __ , I i i i� i � �_ �� �`` . i I - i i i �. i � I � i � i �- VC = 20' VC = 60' i-! - _ _ i
_ i ��.27p0� _ i K= 4 K= 82 . �i
2 80 i BEGI CURB PROFILE � __-� ' � � - 2$O 2 7O ��Q END CURB PROFILE i 2 70
� i � �- I- -� ! � � '- � �
E D CURB PROFILE � �- -05 - ST A ll +22.25 = i
i ; I _C4 - ST A l0+ 00.00 = , : ; i i i - � � . � ` -C4 - ST A /4 +94.16 = , � -10.2T00% . �JS„Sj -L - ST A 4/ +44.00 (22.9' LT l �i
L ST A 34 70.00 (22.6 LT ) � � r��3 -L - ST A 39 +63.00 127.2' LT ) - �Oy ELEV = 264.05' �
_ ELEV = 286.33' _ ��� i ! � � � ^ � �SOpy --- _ ELEV = 272.50' � � ° TlE TO EXIST TOC i
276 TlE T0 EXIST TOC � ' EXIST GROUND '' ��� � T/E T0 EXIST TOC 276 266 '' ' i' i i i 266
.
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10 11 12 13 14 15 10 11 12
PREPA�ED IN THE OFFICE OFo
H RIZ P�o�ECTo
Kimle -Horn 2�� � ��n �-5164
�I �R,ELI�II�1.�R�Y PLA�1�4 SMITH AND SANFORD CREEK
S I D E WA L K A N D oo N�T �iSE FaR �o�sTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
� 0 4
reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
shall be wfthout liabil°ty to Klmley-Horn and Associates, Inc, �°�° g� X �� �� � � � � �oa NuM�ERe sHEET NuM�cRe
co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 C-3

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ON0� OR FORMERLY -L
NOW OR FORMERLY II�STALL � LUMl U�l RAILS TOWN OF �yAKE FOREST �,/
STATE OF NORTH CAROLINA -L- SfO. �f/+Q�O f0 SfO.'i8+75.00 BM 2001 PG 16 P/ SfO J`t fI3.O3
BM 2001 PG i6 OFFSET 05' FRO� SIDEy�ALK PW# 1840628264 STANDARD 2' BASE DITCH p= 25' l0' 39.3' fRT1
PINtt 1840628697 50 LF @ 0.5% � p
END CURB & GUTTER RETAIN GUAR�RAIL E S T 16 C Y DDE D= 3' 4/ 47.4
O -L- Sto.46+59.00 f225'LTJ = ADD TO RUBRAIL BEHIND SEE DETAIL 6
-C6- Sto.13+04.86 �TYP,�R'v� L = 68/.l2
NOW OR FORMERLY CLASS �B' RIP RAP T= 346.15� �
HERITAGE WAKE FOREST PARKSIDE TOWNHOMES SEE CURB PROFILE OUTLET PROTECTION R= 1,550.00�
BM 2003 PG 579 STANDARD 2' BASE DITCH END CURB & GUTTER EST 4 TONS
PiNtt 1840727513 30 LF � 0.5'/. � -L- Sto.48+88.40 fl17.6'LT) = EST 9 SY FF O
EST 20 CY DDE -C7- Sto.11f80.00 /8' y�/ FES p END CURB & GUTTER NoW oR FORMERLY
SEE DETAIL 6 SEE CURB PROFILE /8'RCP-I►� � -L- Sto.5/+34A0 �26.4'LT1 = HERITAGE CREST ToWNHOMEs
J�' COIyC SIDEy�ALK � eZ l5' RCP-I►/ -CB- Sto.11+66B8 BM 2005 PG 2356
CONNECTION �\ CL ASS 'B' RIP RAP � � ElyO SIDEy�ALK SEE CURB PROFILE
Mj OUTLET PROTECTION � 8? � PROPOS D 'L- Sto.48+85.77 REMOVE 4 LF OF EXIST 18" RCP
� � EST 3 TONS �. RETAIIyI�jG PLUG. FILL AND ABANDON EIyD SIDEy�ALK
C� � � EST 7 SY FF �Te e I��� \ 0' R REMA�NDER OF PIPE -L- Sta5/+4/.l0
� BEGIIy CURB & GUTTER RELOCATE F/RE HYDR,4NT T F 0406
BEGIN CURB & GUTTER T/E TO EXISTING
� � e I _L-_Sto.43+50A0 (22.5' LT1= TO -L- Sto.45+75A0 TO BACK S�Ty �re � 0405 / -L- Sto.49+7g,00 (45.6' LTJ =
OF 5/DEy�ALK TB 5' SIDEWALK � � -CB- Sto.lOf00.00 TOE PROTECTIO�I
� ��. Irn SEE CURB PRO� E /5' �l/ FES 3 \RFF,{r Te 200' R \ 0 5 SEE CURB PROFILE SEE DETAIL 4SRM END CONSTRUCTION
� � �� �,� � � rB � , 2 -L Sta. 5/ +63.00
� y�INDSTREA�I TO RELOCATE ` �EGIN G�IRB & GUTTER -
F I� a� � i TELEPHOIyE PEDESTAL � � � � TB ��.- Sto. �+77.00 f22.8' LTJ = 040 BEGIN SIDEy�ALK l5' RCP-l� TlE T0 EXISTING �
� �- � � T I� E y{� A R I y E R T O �, -C'�- Sto. l O d� 0 0 0 0 CB -L Sto.49f8597 50' R
� � �` _ _ F F ADJUST JUIyCT lOI y BOX w %� `,. � SE�'��CURB �� lLE 200' R � 50' R 0 4 0 9 D/
� �° � -� - _ - �-'_ E _ _ _ _ � � � F 200 R � o m � � O� \ � � � , 040
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N 803,453.1420
� ce 2 � -� -� � rn � l5' RCP-I►/ 0408 0� l5" RCP-l�/ ELEV47' 2a2is7
, �5•RCP-N o40 �� �� HERI AGE,�E RD ti -
j � --- " 5144 RETAIN EXISTING
� � e2�� N 20'42� 38�� STRUCTURE - __
� RON W/CAP RE�IOVE �41�1D STOCKP/LE � �3 � - � � _
� LOCAUZED COORDINATES � ____ TRASH CAI� RECEPTACLE ,..�1N - 5089 �� � • �
� N ao2,72s.so52 TO BE RElIySTALLED BY � �RON Vv�caP �
V E 2,147,830.7995 LOCALIZED COORDINATES � � � /
� ELEV. - 248.17 SA�C T EXIST \ �THERS � , s� N 803,180.8513
Q PA�E�1EA/T ,41�1D y�IDEN \ � � � /�y ELEV47� 235 9413
� fSEE TYPICAL SECTlON51 C - '�
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� NOW OR FORMERLY
HERITAGE CLUB PROPERTIES LLC
NO�y OR FORMERLY BM 2003 PG 576
STATE OF NORTH CAROUNA PIN# 1840845249
BM 2001 PG �6 CONSTRUCTION NOTES
-L - PT Sto. 46+33.75 P�Ntt 1840838992 -L - PC StO. 50+66.88 a T/E PROPOSED 2'-6' CURB & GUTTER
NOTES: TO EXISTING CURB & GUTTER
TRAI ySITION PROPOSED 2'-6' CURB & GUTTER
l. C RB PROFILE GRADE POINT lS LOCATED �2 TO EXISTING SHOULDER BER�I GUTTER
OYy BACK OF CURB fSEE DETA/L CONSTRUCT/ON DETA/LSI
2� OF CUR�BNUN�SSMOTHERy��E lyOTED K ❑3 SIDEy�ALK OSED SIDEy�ALK TO EXISTING
3. ALL RADII AR� �l�A,$URED FRO�I�I THE 4� RETROF/T EXISTING CURB R,4MP
EDGE OF P ►/t EryT
BEGI CURB PROFILE
-C6 - STA 10+00.00 =
�- -L- STA 43+50.00 (22.5' LTl � � �� � � � � � � � � � � � � � � � � � �
- ELEV = 252.08' : ,
T lE T 0 EXIST T OC � 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 i i I i
- �-�-{ � ; Pl = 12+40.00 i i
2 54 - Pl = 10+65.00 �' � EL = 24/.53' i i i i i i � 2 54 i i _�� i _ i i - i i i i i �
- EL = 249J0' p� _// f/ 8. 0 0 VC = 80' BEGI CURB PROFILE - -- i
�� - 5a EL = 246.35' � K= 38 � � -C7- STA 10+00.00 = , , , ,
��,r� K= 8/ _ C_ 50, : i i -L - ST A 48 +77.00 (22.8' LT 1 i i
�� ��5�� �� � � �, , , ELEV = 237.0/' � i � i � i i i
25O • K- 40 TlE TO EXIST TOC - � � i �
-__ � � � ��� � � END CURB PROFILE 2 5 � ` � _ �
� � �� , BEGI CURB PROF/LE i
_ _ _
� TAl+4 _
C6 S 3 0.86 Pl - 11+45 00 !C -CB- STA 10+00 00 = !
S - � i i i i i • i i • i i �
� � � ��ao� � � � i i � � ; L - ST A 46 +59.00 (22.5 LT ) � EL = 233.05' - -L - ST A 49 +79.00 (45.60' LT )
�
_ ��` • i i i ELEV - 240.32 � i VC = 5a - ELEV = 236.30' �
246 � �- �- �� � � � riE ro Exisr roc 246 240 � � � � � K=�� �� �� 240 246 � � � �� 246
. �� � � �_ _i i
� J - - -
,
� � i �� SOpy � � _ � � � � � � � � i � i � i �._ � � �_ � , �; �; �; Pl = ll +53.00 i
.y i i
� � . � Pl _ 10+27.00 Pl = 10+67.05 EL = 239.04' �i
�
�-J0.30 0% �` � EL 237.52' EL = 237.76' i
242 � � I � I - ��� , � I 242 236 �- ----. � � 236 242 � . Vc = 3a Vc = 5a Vc = 2a � 242
� � _ �_� i � �-�� 6/ _, - -, � S a� �_ __ I i ' K- 8 K- 56 K= l7 �!_.__ i
_ �57 ♦ - �� [ _ _
_ . -
� _
� ! � EXIST GROUND - � -_ � � � i i �6. i �, � � �� , ,. i
_ i _ � i Pl = 10+64.00 � �� - �+11.500�� +)2b�8� ?�
238 ', - ' ' ' - : � � � � � � ' 238 232 � ' EL _ 236.82� - ,� 9� 232 238 . _ � - - - ' � 238
�, ; VC 50' > >
. -
0
_ - .
�'� i � i � i � i � � i � i � i � � � i � � � � � K=/2 �
EXIST GROUND �T �,�.5 � � • � +10.6000% ' _ �i �i
i t � ,i���_ i i
, , , , , , � i _______ � � �
i i i i i i i i i i i i i i EXIST GROUND - i i
�, �; ;� � � 228 �� �� 228 234 � � 234
� � i � � i � i � � � � � � i � � END CURB PROFILE i � i �� � END CURB PROFILE , ,
_ _ _ -[ - - + _ � i
f C8 STA ll 66.88
i I i i i i i i i � C7 ST A ll 80.00 i i
-
-- , - - ,
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i i i i i i � ��� i -L - ST A 48 f88.40 (l17.6 LT J ��� �- -L - ST A 5/ f34.00 (26.4 LT ) _i i
Z[ ELEV = 232.44' -[ ELEV = 239.42' i
i � i � i � � i i i. � i i � � i i i � i i i 224 i i i� ii 224 230 i i _ i i � � i 230
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10 11 12 13 10 11 12 10 11 12
PREPA�ED IN THE OFFICE OFo
H RIZ P�o�ECTo
Kimle -Horn 2�� � ��n �-5164
�I �R,ELI�II�1.�R�Y PLA�1�4 SMITH AND SANFORD CREEK
S I D E WA L K A N D oo N�T �iSE FaR �o�sTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
� 0 4
reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
shall be wfthout liabil°ty to Klmley-Horn and Associates, Inc, �°�° g� X �� �� � � � � �oa NuM�ERe sHEET NuM�cRe
co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 C-4

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P/ Sto /0+94.6/ P/ Sto /3+40.2/ ------ ,- „�'� � 0y �
S�, �� Q BEGIN OPE LAT BOARDy�ALK / 2
D= 42° l7' 08.� IRTI D= ll8° l0' lOJ" ILTJ '�.6�E�� ` � � eEC�N PRO�ECr c-5�s4 �-'� °� 9� � �
�� � � � � END PROJECT /7BP.5.R.47 �. ' � � VVITH 54' LS STA/4+47
D= 28" 38' 52.4" D= 54` 34' 02.�' � � F Fr 20,5 coNs UCT PREFABRIC� .�� ��
� ) BRl E OVER S�lITH REEK �,1- / �
L= 147.6/' L= 2/6.56' Now oR FoRMER�Y -Ll- POT Sto. 9+95.00 � F� � ��/p /� - i� sr �4+57 ro �
T = 7735' T = 175.34� HOPE LUTHERAN CHURCH, INC. �� < � � -Ll- PRC Sto. ��+�`t.U7 , � % �� ,Q,/5t/7 � � ��
R = + �a R = � �Qa BM �z001 PG 1663 l _ \ � Q�C / A �F ,��, y / "�
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Pl Sfi0 /4+25,/.64 Pl Sf0 /5 �f7/.62,/ Bz � �--- _ _ ;-� � � � � � NoW oR FoR ERy� � � � � � � �o
Q= �2/ ��� �t6�� �R/ � Q= C7J l/`t' 26.�t° fLTI \ �°f `�� f� � gZ 1' TOy�N OF WAKE F REST i ��/ `J'1
D= 229° l0' 59.2" D= l43" l4' 22.0° - BZ ' BZ � � . � BM 1999 P 2330 0' � ti�� �
2° �
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T = ���� T = 39�6� 1s�1a��Te r�rB � � � �� N 800.6 .3839 �� v �F �/ � � F ��
%%� R NOyV OR FORMERLY Tg- `Tg - Te��e E 2,145. 9.0916 sl � ,� / �
R- 25�OV I 1 � �O�O� �TB�TB TB-TB- TB TB TB �f8 ,/ �� �. � �
STATE OF NORTH CAROLINA ElyO PROJECT C-5164 -Ll- PT StO. ��Ff3��� \
BM 200� Pc �6 BEGIN PROJECT l7BP.5.R.47 s�� � � / �
PiN� iaao6za697 SMITH CREEK FY 20/5 ���� �- ,
s� F Q �'-Ll - PT Sto. l5 +94.44 �'
91/�81�81 �91�91��81��81�91� �81 81 91 81�91 ��� ���� • � ��L� �� � � � ../
_ -91� �81- -91 � �O _
� Bz � � � � r -Ll- POC Sto. l5 +63.35
� BZ 2� � -Yl - POT Sto.13+88.18
Bz � Bz � � p= 90' 00' 00"
� �;.r Bz ,- ,' � S 44' l4' 06.5' E
-Y�- � ez 2- eti 2 � � ��'� -Yl- PT Sto. 13+83J8
P/ Sto /0+57.66 P/ Sto /3+55J6 "BZ 2 BZ 2 - Q`` � , � 13+20.86
D= 32' 55' 54.9" �LT J D= 59' 30' 44.7" (LT J BRIDGE 9/0/32 TO BE ,� �---� -Yl - PC Sta l0 +42.88 � � -Yl - PRC Sto.
D= ll4"'35� Z9.F� D= 9J��Z� �.% , 'L REPLACED BY OTHERS ���� __ + F� / // SEEC ETAILTERAL 'V' DITCH
L_ 28.74; L= 62.32' ���,I __x �+ �; _,=, ��� Y/ PT Sto. l0 7/.62 � �
T � I?��v T � „JT��V �X L _ L _ L _ L - L _ L- L - L � / � TIE EXIST DITCH
R= SO.00� R= 60.00� �� � �� 500o CLASS 'B' RIP RAP / TO PROPOSED
, � iRON �NicaP � / F CONST RUCT l0/1/ NOT ES
ZL�-�3� � � LOCALIZED COORDINATES Q OUTLET PROTECTION �
N soo,947.4691 � N EST 10 TONS � T/E PROPOSED 2'-6'CURB & GUTTER
E 2,i45,402.3713 � tn EST 23 SY FF I 0 TO EXISTIIyG CURB & GUTTER
NOVy OR FORMERLY ') ELEV. = 235.23 � Q ��
F R A NK L I N V IL L A G E L L C ■ R� N ,. � 2 TlE PROPOSED SIDEy�ALK TO EXISTING
BPIN"o18405 4169 I (' � � � � ❑ SIDEy�ALK
� -Yl- PRC Sto. l2+16.59
� 05 � � �/ ❑3 fSEErDETA/LJRaL DRI�Ey�AY APRON
-Yl- POT StO. IOfOO.00 'O O� F' �� � i/e� 4 CONSTRUCT �IULTI-USE PATH
�� S��' -Yl - PC $t0. ll +43.63 �� � CURB RA�IP fSEE DET AlU
��� �� �/ 3� l8' RCP-N y� A K E C 0 UN T�Y OB OARD MO FLEDUC A T ION 5 CONSTRUCT CURB R,4�lP PER IyCDOT
F_ �� �� STANDARD 6' BASE DITCH
BM 2007 PG 2462 � ST�•848A6
a� 20 LF � 2.2% PINtt 1840405222
�� S��2� 38•U` �/ �� J E S T 8 T 0 N D D E 6� INST ALL BOLLARDS PER DET AlL
� 0501 EST 18 SY FF
6❑ N F � �E SEE DETAIL 9
Pl = l0 +47.00 E D GRADE
, ' , , , , , , , , , , , , � EL = 230.2/' -Yl - ST A l3 +83.18 =
VC = 40' � � _ -Ll - ST A l5 +63.35 l5' RT 1
2 3 2 i i i � i i i i � � �. � �� i � i i i � i i i � i i � � i � i � �3,8�Q K= l4 ! i � � i i � i � i ELEV = 227.02' 2 3 2
_ I i � � � � i I ♦ �7 � _ _
I I I I I •
-_ - � I I I I I _ � � I , _
BEGIN GRADE
i �� I f � I I i i � I I I I I I � �+ " �' I � ' I
� EL - 227.3/ � �
-Ll- STA 10+22.00 -� - � � � , , , �C = 50' � ♦ �-J0.9487'/. ' --- -
- ELEV = 226.87 i i . i . i _ � i � �
- T lE T 0 EXIST lNG GREENW AY K 5 �-�- T �
I I I I I I I I I � I � �
� �
I ! , , , , , , BEGIN BRIDGE , END BRIDGE � -
�
_ - �- --� � - � � � i -Ll - ST A /4+57 -Ll - ST A /5 +l7 i � i ; i_, i��- PROP 3@l8" RCP � � - - - _ � � � �
TA ll+ -
_ , , S 00 � � !
2 2 4 - _ + i , , i ELEV = 227.03 i ELEV = 227.2/ � � ? ELEV = 225.60' - ��•_ �-� . �� 2 2 4
Pl l0 50.00 � _� 2.93/
- EL = 226.75' - i �i i �i i �- T BEGIN GRADE - �- � _ _ _ _ _
BEGIN BOARD ALK END BOARD ALK I '`"'-
VC = 50' - ! � � � � ,_ ! ! � -Yl- ST 10+24.9 i _ _ EXIST GROUND � - - -
K- 9 - -� I__ I EL - l 2/9.45� ELEV ST 227.00' I ELEV ST 227.24'7 I � ELEV = 23/.05' �� �' '
�
- ��- � ��---- - , T lE T 0 EXIST lNG PAV MENT i BEG/ SPEC/AL i i: n _�
i- ' Pl = ll +59.00 VC = 70' Pl = 14+2/.00 i -Ll - ST A l5 +63.35 = i i D/T CH GR E RT i
- ,� , � EL = 2/9.90' K= l0 , EL = 226.92' -Yl- STA 13+88.18 � i i , -Yl- STA /3+00 i� i *� Z °
VC = l00 GREENW AY AT ROGERS RD
K=/� T 0 BE CONST RUCT ED BY OT HERS � VC = 50' ELEV = 226.92' � � � � ELEV = 224.0/ i , ��� N
�
�-J0.4 2'/, -- l7BP.5.R.47 FY 20/5 � K= 8 -' ' � -� EXl T SAN/T ARY � i � Q Q O� N
- -
216 - �� i � �,�2�00• Z ST ER � NE N�� ��
�� � f+10.3000'/. � i � i i � i i � � v �u � 216
, W
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` r ♦ '' r�� � I _� L � � � � _ _ Z � @ �U�I RCP �i
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� � � � � � � � DRAINAGE AREA = 8�3 AC � �
' - - _ _ _ - � � � i� ; i DESIGN FREQUENCY = l0 YRS � � � ' ' � }
-)0 °
.3000/ � �
i I i • ` i E D SPEC/AL _ i i
, - 25a0
DESI�N DISCHARGE CFS
2 08 � � � 1 �� o; D/TCH GR E RT � � � 2 08
EXIST GROUND � � .� + v � ; L/ STA /6+00 Z DESIGN HW E�EVATION = 227e83 FT i
I I I I I � � I I I � �
� � � i � ' � � � � cV ; ELEV = 22/.76 ' � l00 YEAR DISCHARGE = 3/00 CFS � � � �
_ - _ `-� 4~ N ; i ! � l00 YEAR HW ELEV AT lON = 228024 FT
,
I I i I I I ' ' I i I I � � � I I I i I I I ~~ � II � I i i I I
� �� � ; Z OVERTOPPING DISCHARGE = N/A CFS � �i
OV ERT OPPING FREQUENCY = N/A YRS i �
� � - � - � � � � � � � � ; i � � OV ERT OPPING ELEV AT lON = N/A - 1 - j {
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10 11 12 13 14 15 16 17 10 11 12 13 14
PREPA�ED IN THE OFFICE OFo
H RIZ P�o�ECTo
Kimle -Horn 2�� � ��n �-5164
�I _ PR,ELI�II�1.�R�Y PLA�1�4 SMITH AND SANFORD CREEK
M U L T I U S E PAT H AN D oo N�T �iSE FaR �o�sTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
� 0 4
reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
shall be wfthout liabil°ty to Klmley-Horn and Associates, Inc, �°�° g� X �� �� � � � � �oa NuM�ERe sHEET NuM�cRe
co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 C-5

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CLASS 'B' RIP RAP � �, � -
OUTLET PROTECTION ��` z
EST �5 S�YN FF ��� N✓ �',/ �----ei/ e�
9�^'�
ADD 57 STONE y \. 81 al 81r si
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� AND MAKE DRI�EABLE o��� � O a� 9
EsT � ToN EEK �y � O
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IRON W/CAP 5oi2 e2 \ CLASS 'B' R�
<0 s� -��tt�f�-E���v� S IRON W/CAP �, OUTLET PROTECTION
/ g1 � N 800,325.8428 LOCALIZED COORdItuATES � E$T 4 TONS � �� Z8 �
E 2.145.326.2789 N 800,109.2847 �
��' ELEV. = 223.85 E 2�145.220.55 � ����S�7Y�T�NE TO FILL voi�s -Y2- POT Sto� �� U�6 7
2 F ELEV. = 229.31 � Qpp
/ -- -----eti _ _ - - • �
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Z ' � F � � �0
�- � `� F � � � � PE � �� �� � \ 6�� e�� CLASS 'B' RIP RAP �� e��
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�_ � � � �,� �\ � � 0603 � -��,_,� ADD �57 STONE TO FILL VOIDS 5013 ��
� � �� � �� AND I�AKE DRI�EABLE �RON vV�caP % � V
� � � � REMOVE EXIST � � � � � EST I TON �-BZ � O60 �ocauzE� cooR�iN s �� �
TOE PROTECTION ���`; � BZ 1 �� � � ' �
�� �eE FENCE y�ITHIN EST 120 SY PSRM F'°F� , � � - � N�99,so�.e745
�- � ' EASE�IENT SEE DETAIL 4 �� � _ _ _
\ � - F �2,144,�.� �
u,l�� � � EL�V: = 221.18 � �
� � rr �G �� � _ _ _ - - - - - - BZ 2 \\ _ 2
0 6 0 -Ll - PC Sta 17+75.46 ---------- - � � �
_ "�' - ,� ti \
°o _ -Ll- PRC Sto. 2/+72.14 �s� RcP-N _ -����-�� �. =� - - - - - - _ �--- _ � � \ �� W
2� 24' RCP l►/ �/ FES �``�" - F �
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F � _
� � � T/E PROPOSED 2'-6' CURB & GUTTER
� �� -Ll- PRC Sto. 23+47„86 -Y2- PT Sto. l0+19.95 N 0 TO EXISTIIyG CURB & GUTTER
�� SPECIAL LATERAL 'V' DITCH / /
NO�y OR FORMERLY SEE DETAIL I �/ � �
WAKE COUNTY BOARD OF EDUCATION -Y2- PC Sto.
�0 f���7 � j � ze E '� � 2 TlE PROPOSED SIDEy�ALK TO EXISTING
GRASS S�IALE ��c, h � ❑ SIDEy�ALK
n BM 2007 PG 2462 Q� •
-Y2- POT Sto.10+00.00 ��,
� PiNtt 1840405222 � Q � � CONSTRUCT TRA/L DRI�Ey�AY APRON
✓ -Ll- -Y2- E�-E / / O� v � fSEE CONSTRUCTIOIy DETA/LI
-- �� / i�� 4 CONSTRUCT �IULTI-USE PATH CURB RA�IP
P/ Sto /9+89.58 P/ Sto 24+4/.83 P/ Sto 22+62.60 P/ Sto 26+23.2/ P/ Sto /0+15�5/ ---� � 2 W --- F � � _ ❑ fSEE CONSTRUCTIOIy DETA/LI
D= 53° 28' 39.6" fRTJ D= 2/' l7' l8.1' �RTI D= 33" 33' 33.8" ILTI D= l0' l4' l4.1" ILTJ D= 20' 34' 53.5" �RTJ 20' PRIVATE SAN�TaR�� �- ���� ❑ E ��� - �
. . . • , � E AS E MEN T 3 � CONSTRUCT CURB R,4�lP PER IyCDOT
D_ l3" 28 ,52.9' D_ lI" 27 33.0" D_ l9° 05, 54.9" D_ 5 43�46.5 D_ 229" l0' 59.2" >007 P� ; 5� coNc 3 v ❑5 sro.848A6
L 396.68 L /85.78 L /75.72 L /78.67 L 8.98 h
T= 2/4.l1' T= 93.97' T= 90.46' T= 89.58' T= 4.54' SIDE►�ALK � s� INSTALL BOLLARDS PER
R= 425.00' R= 500.00' R= 300.00' R= 1,000.00' R= 25.00' CONST RUCT lON DET AlL
S 56' 4/' 28.1° E
, � PIPE HYDRAUUC DAT A , , , , , , , , , � PIPE H2 DRA4 RlC DAT A ; , , i
� 2 @ 24" RCP �
i i I i i i I i i i � i i i i i i I i i i i BEGIl1/ GRADE i�
� �' DRAINAGE AREA = lOa2 A� -Y2- ST 10+00.00
DRAINAGE AREA = �5�� AC i ,
, � ELEV = 23/.57
� DESIGN FREQUENCY =�0 YRS � � � i � i � � � � � � i � � i - � � � DESIGN FREQUENCY = l0 - YRS i TlE TO EXISTII�IG PAVEMENT
DESIGN DISCHARGE = 2500 CFS --� �- -� DESIGN DISCHARGE _ l8°0 CFS
� DESIGN HW ELEV AT lON = 223e39 FT � � � ! ! DESIGN HW ELEV AT lON = 22/,9/ FT
l00 YEAR DISCHARGE = 5400 CFS P� = 20+10.00 ! i i ! l00 YEAR DISCHARGE = 38�0 CFS P� _�0+18.00 �
� � EL = 233.37' � � � � � � � � � � � �
i l00 YEAR HW ELEV AT lON = 224086 FT , , , ,,,, � � i i � � i � i l00 YEAR HW ELEV AT lON = 222098 FT EL = 23/„2/ �I
OVERTOPPING DISCHARGE = 4503 CFS VC = l60' i i i i OVERTOPPING DISCHARGE = N/A CFS KC_= � 2� i i
OVERTOPPING FREQUENCY= �50 YRS K= 20 OVERTOPPING FREQUENCY= N/A YRS i
2 34 i i � ! � � OVERTOPPING ELEVATION = N/A � FT 2 34 2 32 �_� + � tl
OV ERT OPPING ELEV AT lON = 224a70 Pl = 2/+35.00 2 3 2
FT ��,� EL = 228.12' D0�
�, �p00y - VC = 80' P� = 22+42.78 � � � , , ! � � ExIST GROUND
! EL = 227.58' _ �
�___� � -- ��� ���I-M � � - - � � _ K = 22 _
_ _, � ! _ � - � - -' � �� KC_ �a i i ` i i � � i i
_ _ _ �
_ � � � i Pl = 23+65.00 �
Pl = l7+16.00 ' � � �
� i
- � � EL = 223.67' - � ' ' � ♦ •o i
_ EL = 222.49' ; � � � � �, �� __ l00' ' � � � �'� �
- VC = 270' _ � - � � � _,_ i � ' , � _ � _ � ' i� � ` �-10.50 0'/. ���,3„2�� � '-' K _ � i '- � -� �---- � � �� Pl =_ 26f25.00 � ' � � = i
2 2 6 _ K= 4i � i ' ' _; '. EXIST GROUIVD �' ��� �� �� PROP 2@ 24" RCP i i _ EL _ 222.37 2 2 6 2 2 4 � �` � � 2 2 4
_ 70pp/. �� 'i i �_ i i _ --, i_ . _ STA 24+38 , � �� _ 6a T �S, pa i
c .� �3 • ' � � � � , _ _ . - - - - ' � ELEV - 220.05 K 22 � � oa� ` �
_ � � - - � � � Pl = 10+67.00 �
.
- � ' ' ' ' ' ' ' ' ' PIPE HYDRAULIC DAT A ; ; PROP i8° R�P ' ' � , �-�0.5000'/. EL = 223.32' 'i
- -- ----- � ; ; : � � VC= 25' i
� � l8 RCP ST A 22 +2/ , , . . _ _ - - - _ _ ��
_ - i � � i ELEV = 223.65 i N-�-I �=-�.. _ _ _�- -- , 3'2`96y K= 2 i
PROP 2 @ 24" RCP , � � , � �3 . _ _ - �: -_ . � . ,
ST A l7+19 � � ' ' � ' DRAINAGE AREA = Oe8 AC � � -S�� ( +10.9�� - - , ,I
. _ � � END GRADE -
218 ELEV = 22/.20 - i i i i i DESIGN FREQUENCY l0 YRS i ; BEG/ SPEC/AL -- i- 218 216 -y2- STA 10+8/.97 = 216
: DESIGN DISCHARGE _ 2�0 CFS DITCH GR E RT E D SPECIAL I -Ll - ST A 26 +0/.30 (5' RT )
� �' � � � i � � i � �: DESIGN HVlI ELEV AT lON - 225J7 FT i � i � -Ll - ST A 24+00 ! D/TCH GR E RT ' ELEV = 222.57'
l00 YEAR DISCHARGE = 2�5 CFS �, , ELEV = 22/.45 ; - -Ll- STA 25+00 ,
i � , � ; ; �- i - - � l00 YEAR HW ELEV AT lON = 225027 FT � �� , i � ELEV = 220.80 ;
��1
OVERTOPPING DISCHARGE = N/A CFS BEGI /E D SPEC/AL -Ll- STA 26+02.67 = � i
i ! ! ; ! - 1- OVERTOPPING FREQUENCY= N/A YRS � i DITCH GR E RT -Y2- STA 10+87.16 � � -
i i i � i i i = �//q i i i i __ + EX/ T SAI�IIT ARY ELE = 222.47' � � --, _. i -I�i
i � i � � � � � , OV ERT OPPING ELEV AT lON FT i i � i Ll ST A 24 35 SE ER Ll E V i ��� i i
�
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� ELEV = 220.20 ST 33+8� -��
17 18 19 20 21 22 23 24 25 26 10
PREPA�ED IN THE OFFICE OFo
H RIZ P�o�ECTo
Kimle -Horn 2�� � ��n �-5164
�I _ PR,ELI�II�1.�R�Y PLA�1�4 SMITH AND SANFORD CREEK
M U L T I U S E PAT H AN D oo N�T �iSE FaR �o�sTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
� 0 4
reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
shall be wfthout liabil°ty to Klmley-Horn and Associates, Inc, �°�° g� X �� �� � � � � �oa NuM�ERe sHEET NuM�cRe
co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 C-6

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W g1� �-TB EST II TONS �m m PLACE 5 �� TONS CL�� 'B' RIP RAP
Z \ gZ 1 �__���y F m � AT OUTFALL. AFTER REIy��A�--4��
� BZ 2 � BI ADD �57 STC��E2 TO IL V01 CONSTR CTION ENTRANCE. REMOVE �
� / ��� / AND MAKE DRIyEABLE BZ 2 RIP RA AND �t��tADE BANKS OF �
�1 � 2 �RON �VicaP �cT i r N END OPEN-� LAT B��Rf3y�ALK_ V
lV \ �ti \ LOCALIZED COORDINATES �j,- PE m m �
(� 82 �l 799q373.7315 BZ � Q�ti _ F �-- �. .� PE �7�� � ~ ��T 54"R4�{LS STA35+79 �
�. �? ? �L �ZT� �7��� � - - - - - � � E � m
O - - - - - ELEV. = 216.65 ---�,__ \ - __ _ P� = - � 19 5015 � I I �ll
� - - - - - - - - - F- - - - - - - - � - - - - +- F - - - gZ 2- _ - _ - - - - ` M'V IRON W/CAP �° � � �
- , r -
� � F � � � � LOCALIZED COORDINATE / (/)
m 0703
� �F E 2,144,386.2703 � �
<O � � � � � N 798,938.5500
� � F �� � � � � �LEV. = 216.87 �m m F �
� �_ _� � � � ���_ � _ _ _ E - - - - - � - - - - - � - - _'��� � � 070 � � � � - - - � - - F - i� � � �
� F� E E E � , os� o. �\ � I- �.
� %; �°ti � 2� 24' RCP-I►/ p�_ _ O
� E � F _ , ' � O
J � � PROPOSED ��E- � - - - Iio - � - _ _ � - '�`
� � 30' SANIT RY SEWER -,, � F� Q� F � - PE �
� _ ��� SPECIAL LATERAL BASE DITCH � � EasEMENT ��m,�� � / ,� � E F � � I 0 0 �
m
�I SEE DETAIL 5 � � �, � � / �,�, � � �
� � � � � � � l5' RCP'l►/ / I l � RCP-N (r�
� STANDARD BASE DITCH � , i / ; E�1.P/PE
'�^^^�-^�' EST 10 CY DDE � � �` SPECIAL LATERAL 'Vi�ITCH �° J �
Q -- SEE DETAIL 6 � /� � �� � SEE DETAIL I �/ �� ti v
� _ ` -91M � 1 NO�V OR FORMERLY �` � � �
� / te
-� y�AKE COUNTY BOARD OF EDUCATION � / �ll
BM 2007 PG 2462 / � �'
PIN° 1840405222 100' WAKE ELECTRIC CLASS �B' RIP RAP �� �
_��_ MBEREASEM NTER L���� EMBANKMENT PROTECTIO� � �
>� BM 2008 PG �76-�7 EST 8 SY�NFF / Q
P/ Sto 3/+26.94 P/ Sto 33+17.68 P/ Sto 34+73.80 �
D= �r26� 35.5r rLr� D= 33"49� i8.5" (RTJ D= 26�2i� 22.� rLr� SEE DETAIL 2 �
D= 5'43' 46.5" D= l9" 05' 54.9" D= l9" 05' 54.9" Zo' SANITARY SEWER �
L= 199.72� L=��%�� L=�3V.�� B M 97 6E M P GT 4 8 5 /2� �0 •/
T= lOOJ9' T= 9/.2/' T= 70.24'
R= 1.000.00' R= 300.00' R= 300.00'
PIPE HYDRAULIC DAT A
�' � � � � , � � � , , �, �, � � „ � � �
PIPE HYDRAULIC DAT A� i8 RcP EQUA�izER PiPE ;
2@ 24 RCP 2 34
234 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
� ��� i i �� � i DRAINAGE AREA = N/A AC i i
� ! � � ! � DRAINAGE AREA = 5�5 AC DESIGN FREQUENCY = N/A YRS �
i i � � �- i r�� �� i i- � � � � i i i i i i i i i i i i i I �
DESIGN FREQUENCY = l0 YRS DESIGN DISCHARGE = N/A CFS i
i i i i i i i i i DESIGN DISCHARGE _ 16a0 CFS i DESIGN HVy ELEV AT lON = N�A FT � �
� � � � � DESIGN HW ELEV AT lON = 2/6e60 FT l00 YEAR DISCHARGE = N/A CFS �I i
� � � � � � � � � � � � � � � ' ' � � l00 YEAR DISCHARGE = 20v0 CFS � � l00 YEAR HW ELEVATION = N/A FT � i
� ' ' ' ' ' ' ' ' ' ' � ' ' l00 YEAR HVlI ELEVATION = 2/6083 FT � � ' OVERTOPPING DISCHARGE = N/A CFS '
� � � � I I I OVERTOPPING DISCHARGE = 25a5 CFS OVERTOPPING FREQUENCY= N/A yRS �I ii
226 I � I , � I i I i I � I I
-- � _ _ _ i i-_ __
i i - OVERTOPPING FREQUENCY= �100 YRS i i � OVERTOPPING ELEVATION = N�A FT ii i 22
i OVERTOPPING ELEVATION = 2/6e95 FT [ 1
� � �, ; Pl = 29+44.00 � � �
_ � �- , E D BOARD ALK �� �i
BEG/ SPEC/AL EL = 2/8.63' ' � � ' ' � Pl = 36+37.00 �
�_- D/TCH GR E RT P� -_ 27+60.00 � � ►/C /00' Pl = 30+6000 4��iJ_�� j��j�i�_� ELE ST 2/9.1379
EL 2/7.98 ! • � � �- � EL = 2/9.33' ! i
- i i i i EL = 2/7.64' i i i i
- - L l - S T A 2 6 + 7 5 �C = l60' - K= 8 3 � P l =_ 3 3+ 7 4. 0 0 BEGIN BOARD ALK ' � C 8� i
K-� Pl = 33+18.00 EL - 2/8.44' - L l - S T A 3 5 + 4 9 K= 33 i
= ELEV = 2/8.65 ! ! ! ! ! VC = l00' i i ! ! i _
- � � � - � � K = l82 � !_ _�i i i i �i i_ _i i ; � � EL = 2/6.8T �� V(C _ 20 ELEV = 2/9.03' ��p'/.� � �i
_ � :_ _ _ - - - -
� -
218 � - +10.3500'/. VC _ 60'
'' K /9 l +10.3400% �Z � �� 218
�/�t "` -- _.�_- -_- -_------ � - - - - - - � 0% �-J03000'/, p0 • - - - �
� - 0
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% �_� � ------------------------- ' _ - JO 50-. - - _ + - - - - �+) � � ' � - - _r - - � i
-_- -_ 2 � --, _�
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- BEG/ SPEC/AL � � - _ �-rN---r - - - _ _ _ - _ � - �-�/.g7� �
„
_ D/TCH GR E RT i � � � � � i � � � � • PROP /8 RCP i
-Ll- STA 26+75 � I � I I
, � - � � PROP 2@ 24" RCP � 1 � - EQUALIZER PIPE i
i i i ELEV = 2/8.65 �� i i ' ' i i � E D SPEC/AL i i i i i ST A 33+83 , i-i ELEV = 2/6.00' i
� � lT H R RT _ ST A 36 +4/
N� � � D C G E i , ; ELEV - 2/4.87 ,
i N ,
� ! -Ll- STA 29+50 � � � � � ! � � i � BEGI SPECIAL � i i
EXIST GROUND ' ' �i
1 I i i I
i � �, i i i ELEV = 2/6.60 , DITCH GR E RT i
210 �� i i i i i i __ 210
-Ll- STA 34+90 � �
i
' ELEV = 2/8.65 �i
I I � I JW I i � � i I � � i � I i I � i I I i � I I I I i
I � _ I
_- l
_ _ _ � � � �. EXIST SANIT ARY - � i _
i i i � i � i i i � � i i i� � i i i i i � i i � i i i SEy�ER LlNE - i i i - i i E D SPECIAL i �i
- STA 33+83 D/TCH GR E RT i
� � � � � � � � , _�_ .- � -Ll- ST A 35 +56 , �;
�i i i i i i ; i i ; i i � i i � i i �- i � i - i' i � i i i ELEV = 2/5.50 � !�
I � 1 I i i 1 f i i 1 f i i I I I I I I I �� I I � I � I
27 28 29 30 31 32 33 34 35 36 37
PREPA�ED IN THE OFFICE OFo
H RIZ P�o�ECTo
Kimle -Horn 2�� � ��n �-5164
�I _ PR,ELI�II�1.�R�Y PLA�1�4 SMITH AND SANFORD CREEK
M U L T I U S E PAT H AN D oo N�T �iSE FaR �o�sTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
� 0 4
reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
shall be wfthout liabil°ty to Klmley-Horn and Associates, Inc, �°�° g� X �� �� � � � � �oa NuM�ERe sHEET NuM�cRe
co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 C-7

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(� LOCALIZED COORDINATES
�- N 798,657.3092 �
O E 2,144,252.3387 TOVyN OF y�AKE FOREST � � �� �
O ELEV. = 216.15 �qRIABLE WIDTH GREENNIAY �
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V . � �( �' �� //
Q � ►�1E � D- 2 8° 3 8 5 2. 4
� \� � � C`' I I� � I V Z NO W OR FOR MERLY L= Z C J.I� t� �
M A� `.� TO�yN OF WAKE FOREST
AF \� pF �L � BM 2004 PG 301 T =� 4. 0� �
\ � ` PINtt 1749389140 R = 2��0� �/
� � � CLASS 'B' RIP RAP \ � � . �
� � OUTLET PROTECTION
� � � EST 7 ToNs -Y4- PC Sto. 17+�.ii2 F m \ I �` � PE_ _ - - - ..._ _ 1 PE - 1 - _ O
F �� � � p EST 15 SY FF � � _ - - - _ _ PE �
� � -Y4- PT Sto. 17+32J7 I ° pE - � - ' �
pF � � � _ 24' RCP-I►� 0801 I � - -- - - - -- - - _ - � 0',
� � � F y�/ FES I � - � - - -- - - - - �
� � --- '-- � Q
� � � PE F FPE � � � / ' � � � - pE PE -� ` _ � CONSTRUCTION NOTES
` � � _ - � PE _ ^ � - - V � � F PE � � � T/E PROPOSED 2'-6' CURB & GUTTER
-Ll- PRC Sto. 39+30.86 '°E ��.�_ � - - - - _ - � PE - � TO EXISTIIyG CURB & GUTTER
�� �
���� v � SIDEy�ALK OSED SIDEy�ALK TO EXISTING
F -- _�,-T - - ---- - - �E 2
F PE � 3 CONSTRUCT TRA/L DRI�Ey�AY APRON
TOE PROTECTION 080
_L�_ � ❑ fSEE CONSTRUCTIOIy DETA/LI
// EsT so sY PsRM -Ll- POC Sto. 43+4/.43 = Pl Sto 37+70.5/ Pl Sto 4/+68.59 Pl Sto 45 +65.40 �v 4 CONSTRUCT �IULTI-USE PATH CURB RA�IP
NoW oR FORMERLY SEE DETAIL 4 ,/ , „ , � ., � ❑ fSEE CONSTRUCTIOIy DETA/LI
To�vN oF WAKE FOREST -Y�t- POT Sto.17+80.3/ �= 38' l4 06.3 fRT1 D= 50" 5/ 26.6 fLT1 D= 35 /6 02.% IRTI
BM ttoo4 P� 30� � p- gp� pp� pp� D= ir 27� 33.0� D= ir 27� 33.0� D= 9� 32� 57.5w CONSTRUCT CURB R,4�lP PER IyCDOT
L= 333.66 L= 443.8/ L= 369.32' ❑5 sro.848A6
PIN 1749389140 � �
-Ll - PRC Sto. 43+74.68 T= 173.3/' T= 237.72' T= 190.72'
R= 5��.0�• R= 5��.0�• R= 6���QQ• 6� INSTALL BOLLARDS PER
CONSTRUCTION DETAIL
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 I I i I I � I I I i i i I I i
� � � � � � � � �
i � I I, i � j
! � � �- � � � �- � � PIPE HYDRAULIC DAT A � � � � � - � � � � � � - � � � � � � � �
� �
i i i i i i 24 RCP 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 DRAINAGE AREA = 2209 AC i � i i i i i i i i i �i
i � � � � � DESIGN FREQUENCY = l0 YRS i i � � i � i � i � i � � � � i i
' ' ' ' DESIGN DISCHARGE _ 1400 CFS � � � � � i
234 i � i � � i DESIGN HV% ELEVATION = 2/5007 FT i i i , i i i i i i i i , i i i �i 234
i �i i �i i 'i l00 YEAR DISCHARGE = 3��� CFS - �i
! ! ! ! ! ! l00 YEAR HW ELEV AT lON = 2/5a74 FT ' ' ' - �
I � I I � � I i I � � I i I � � i I i I I I I I I i I I I �
OVERTOPPING DISCHARGE _ �8�8 CFS i
' ' � ! ' ' OVERTOPPING FREQUENCY= �25 YRS -Ll- STA 43+4/.43 = ! ! ! i !
i i i i i i i
i , , 5 i i i i i i i i i i OVERTOPPING ELEVATION = 2/5e5/ FT -Y4- STA 17+80.3/ � ! �
_ , i i i i , ' __ __ i �i
ELEV - 229.29 i
Pl = 37+37.00 - _ - - _ .�. �. .�. ,
� � � � � � � � _ = Pl = 45 +67.00 Pl =_ 46+92.00 i � ��
� i � � � i i � �
Pl - 42+82.00 Pl = 44+06.00 Pl = 44+95.00 EL = 22/.63' EL 223.06 i
2 2 6 EL = 222.13' � � !� _ � ' Pl = 39 +48.00 � � � ' � ' � � i � _ , EL = 22/.00' EL = 22/.85' - V C = 60' + ' 2 2 6
, _ _
/
I VC = 80 i i i_ 'i = • i EL 22.56 VC 60'
, EL 220.86 _� _ _ _ _ _ _ K = l0 ?
_
_! �� i � � � � � � _ _i VC 50' _ VC 80' K- 42 _ i
I K 24 - �- ��=100' ; KC=l9� _� K-36 K-� -
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- _ _ _ � � � -�0.6000'/, i � � � i _ _
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- � ♦ � � �, ... � � � � � � �
- � � �i � � `
. . i Pl = 4/+23.00 i - � - l +�0,.9500'/. -�_ ��
_ � �-_ i EL = 2/3.86' �- � � � � � �
- �-
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218 � i ; - ---- i i -- _ � �p0a � - �C = l50' I � � --- __- i i_ _ - ---____- � . i i �i 218
. �� K = l7 i _ [
i � i � i � � i i ;. � i i � ; �` ` ,�e ♦ ;� � � � � � � EXIST GROUND i i i � i i i �
� 0 � i � � � �
I I i I I I ' ' I i I I I I i I ' ' I I I `♦ k�� � I a I i i I i i I I I i I I. I �i
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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 � i PROP 24" RCP !- i i i i i i i i i i �
i � i � �� � � �� � � � i i i�� ST A 4/+75 �. � i i i i i � �
ELEV = 2/2.90'
37 38 39 40 41 42 43 44 45 46 47
PREPA�ED IN THE OFFICE OFo
H RIZ P�o�ECTo
Kimle -Horn 2�� � ��n �-5164
�I _ PR,ELI�II�1.�R�Y PLA�1�4 SMITH AND SANFORD CREEK
M U L T I U S E PAT H AN D oo N�T �iSE FaR �o�sTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
� 0 4
reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
shall be wfthout liabil°ty to Klmley-Horn and Associates, Inc, �°�° g� X �� �� � � � � �oa NuM�ERe sHEET NuM�cRe
co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 C-8

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-L� - PRC Sto. �l'7'f�t`t.�l� � B M 19 7� P G 4 8 5 \ � , ��\
� � �' ST
0 9 0 \ � � � _�, � � \ - - f = � ��x
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� � � � � � -L2 - POT Sto. l0 +00.00 ��� �S�
24'RCP- F� \ � CLASS 'B'RIP RAP ','� � _ l�9°35�12�� / � �
S, y
y�l/ FES OUTLET PROTECTION / / F
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��� � OUTLET PROTECTION F_ _ ( �J
��- 2� l8' RCP-I►/ y�/ FES EST 6 TONS �
p a , ,� - - PE _ _ _ _ _ _pE_ _ _ _ _ PE F EST 14 SY FF 090 � � / \F \ CONSTRUCTION NOTES
F -- 2� l8" RCP-N y�/ FES �� ��--� T/E PROPOSED 2'-6' CURB & GUTTER
TOE PROTECTION ������ ---- � � F F S � TO EXISTIIyG CURB & GUTTER
_ PE `� �s O/
EST 180 SY PSRM � - _ _ _ _ -
SE E DE T A I L 4 F � E��--��--- �-.�; __- T�=�-v�=%`-�� ��� ----_ � Q� � '3 2 IH N
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P� PE F -� -�� U� 4 � ❑ SIDEy�ALK
090 ' � ��
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PE � � �`� - - T��� � ❑3 fSEE CONSTRUCTlOIy DETA/LI
-L/ - �
P/ Sto 49+55 02 Pl Sto 52+14.58 P/ Sto 53+76.67 P/ Sto 54+9/.28 0906 CONSTRUCT �IULTI-USE PATH CURB RA�IP
D= 55' 37' 43.4" ILTI D= l5' 36' 23.8' �RTI D= 44`' 02' 2/.5" ILTI D= 58' l3' 24.3" IRTI -Ll- PRC Sto. 52+95.79 � 4❑ fSEE CONSTRUCTIOIy DETA/LI
� � d � p � • TOE PROTECTION -L� PRC Sto. �+49.J�2
D= l4' l9 26.2" D= 9' 32 57.5 D= 28° 38 52.4 D= 76' 23 39.7 -��- PRC Sto. 5/+32.36 EsT �oo sY PSRM ❑5 S�D5848A6 CURB R,4�lP PER IyCDOT
L= 388.36 L= 163.43 L= 153.73 L= 76.2/ SEE DETAIL 4 E D CO STRUCTlO
T= 2/1.02' T= 82.23' T= 80.89' T= 4/.76'
R= 400.00' R= 600.00' R= 200.00' R= 75.00' -Ll - PT Sto. 55 +25.73 �
6 /NSTALL BOLLARDS PER
-U - POT Sto. 55 +75.12 CONST RUCT lON DET AlL
, ' , ' ' � � PIPE HYDRAULIC DAT A � � � ' � � � � � � � � � , � � � ;
2@ l8" RCP � 2 34
234 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 � I I I i i i I I i
� � � � � � � � �
� � � �� � � � DRAINAGE AREA = 1208 AC � i
i i � � i- i r�� �� i i- i � � i i � i DESIGN FREQUENCY = l0 YRS �� � �� � �� � � i - i i i i i i i i
i i i i i i i DESIGN DISCHARGE = 9�0 CFS i i i i i �i
� � � � DESIGN HW ELEVATION = 2/5e8/ FT ! i
� � � � � � � � � � � � � � � ' l00 YEAR DISCHARGE = 2000 CFS � � � � � � � � � �
� ' ' ' ' ' ' ' l00 YEAR HW ELEV AT lON = 2/6062 FT ' � ' � ' � ' � ' ' ' ' � '
; � � � � ; i i i i i i �
- - OVERTOPPING DISCHARGE = N/A CFS ii
226 i: i , , i i i i i � _ . __ _ i _ i i i � i i i � 226
Pl = 47+66.00 i-_ i OVERTOPPING FREQUENCY= N/A YRS ! i ! _
'' EL = 2/9.28' - i OV ERT OPPI NG ELEV AT lO N = N�A F T -
_ � � �� � -Ll - ST A 54+99.53 = - �
I � �� I i I I I I i� I I I I i I I I �
- VC = 80' _i Pl = 48+63.00 -L2- STA 10+00.00 � END GRADE ,
I-� iJ-I - � -Ll - ST A 55 +25.73 i
_ S� EL _ 2/8.90' ' � i _ ELEV = 2/6.68 ELEV = 2/7.58 i � i
- ��� K= l7 ' Pl = 5/+10.00
- • O� �;; VC - 50' Pl = 49+67.00 EL = 2/7.49' Pl - 5/+82.00 �
- �• -- K= 23 !! EL = 2/6.24' ! � EL = 2/6.05' Pl = 53+29.00 P� -_ 53+84.00 i , i i i
-� �� �� - 6� EL - 2/6.95 =
._ _ Pl 54+68.00 � � � � � � �
` VC = l50' ; K = 2/ i , ,_ _�,_ �C = 80' EL = 2/5.60' �C = 50' - - -
�-� K=� �� K=47 VC=60' -� K=12 � EL=2/5.50' � � � � � i
� -10. 900% � � 218
218 i� ` s00i �- K= 22 � VC _= 90' ,�� ____ ' � i i �
_ � + �2. p0/ 5 �� K l7 � 3��p � i
� +10.8700/ _ _ _ _ _,- i - -- -
- _ � +)2•� �_ � i
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i -i�.3���% �� � � 1
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' � - _ - - _ - � - _ _ _ _ � ' - - PIPE HYDRAULIC DAT A ;
srA 48+2o PIPE HYDRAULIC DATA � �-' - � - -, � �
_ ,
_ - - --- --- --- ---- - - - l R P
i i i �i
ELEV - 2/5.36 � �, �' PROP 2@ l8" RCP i i i i i i i i i i i 2@ 8 C # i
� 24 RCP
� STA 5/+00 i ; ; i i�, � ', � i ; PROP 2@ l8" RCP � ' !
ELEV = 2/4.05' _ STA 53+8/ - ' DRAINAGE AREA = 6�� � AC � � [
,
� I � � = 28e2 � = i
DRAINAGE AREA AC -- ELEV 2/3.47 -__
21O i i i i DESIGN FREQUENCY =�0 YRS i � 21O
DESIGN FREQUENCY = l0 YRS i
� EXIST GROUND DESIGN DISCHARGE = 5�0 CFS i
! i � � � � � DESIGN DISCHARGE _�7�0 CFS � i � ! i i � i � � � i
,� DESIGN HW ELEV AT lON = 2/4a97 FT
DESIGN HW ELEV AT lON = 2/8a05 FT i i !'' I�i= i i l00 YEAR DISCHARGE _���� CFS
� i � i � � � � l00 YEAR DISCHARGE = 39v0 CFS � i � i � � �� _' � i i � ' l00 YEAR HW ELEV AT lON = 2/5046 FT � �i
l00 YEAR HW ELEV AT lON = 22/094 FT - _ �,q i
RT PPl l HAR N F
OV E 0 NG D SC GE C S
i ! � OVERTOPPING DISCHARGE = N/A CFS i � - - 1 - i � ; _ � {
i i i � i OVERTOPPING FREQUENCY= N/A YRS i � i i i- i i � OVERTOPPING FREQUENCY N/A YRS i i
� � � � � � = N/A � � � � � . � � OV ERT OPPING ELEV AT lON = N/A FT � �
OVERTOPPI G ELEVATION
N FT
47 48 49 50 51 52 53 54 55
PREPA�ED IN THE OFFICE OFo
H RIZ P�o�ECTo
Kimle -Horn 2�� � ��n �-5164
�I _ PR,ELI�II�1.�R�Y PLA�1�4 SMITH AND SANFORD CREEK
M U L T I U S E PAT H AN D oo N�T �iSE FaR �o�sTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
� 0 4
reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
shall be wfthout liabil°ty to Klmley-Horn and Associates, Inc, �°�° g� X �� �� � � � � �oa NuM�ERe sHEET NuM�cRe
co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 C-9

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cv / NOIN OR FORMERLY �pp.00
N I WAKE COUNTY BOARD OF EDUCATION
'n r- BM 2009 PG 661
m W PIN� 1749477456 �2 �
100' VyAKE ELECTRIC o �� l8' RCP-I►/ y�/ FES �
BEGIIy OPEN-SLAT BOARDy�ALK MEMBERSHIP POWER LINE �i NO�y OR FORMERLY �IGI-P / � V
�, �ITH 5�%RA/LS STA10+86 EASEMENT WAKE COUNTY BOARD OF EDUCATION RY SEy� R EASEM �F ��
� BM 2009 PG 661 /& ��` �I
CONSTRUCT PREFABRICATED PiNtt 1749477456 DITCH BLOCK � �1
BRIDGE OVER S�lITH CREEK EST 6 SY PSRM To EN�°� 1��� ,�\�' ��� �
� STA ll 06 TO ST A ll t46 COIyCRETE SP, I,LL�IAY TRAIL AT -LZ - PT StO. l6 +6/.46 S E E DE T A IL 8 ��-- - ��� �
� 1 END OPEIy-SLAT BOARDy�ALK SCHOOL STORMyyaTER OUTFALL � � �
I n v' �rITH 54' RAILS STAIlf96 -L2- STA 15+60 TO 15+90 SPECIAL LATERAL 'V' DITCH � �� � �V
V m 3 SEE DETAIL 3 SHEET CD-3 SEE DETAIL I ��� 1006 F lu
i- m�% m R O N W/ C A P j � 004 ,,- `S 5/'�6- 5 8 �
� + « � �
W LOC LIZED COORDINATES \ � OOZ 5 RO PE EX PE % � � G" � � E I O
N N 7 7,264.1629 GQ
_ � E 143.688.0154 E F � - - - - - - _ _ F PE � _ -�C � E �E � � 7�" JV .V _ - - - - - � _ y,0
� � m m E� 'v. = 2�z.4o � E F - - - - � F ' � - - O
c., • F � - - P� - - PE � � � / � .� r\ - - CV
LV � _ � - - - - - _ _ _ _ _
� E�
W m N F o' ° _ _ _ - � sso� � � PE - � - - 1005 Q
-
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°° m m I . E S 5 , -- - c�
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� R PT RIAPEXIST N
� � � X=2/43790.195 � � � �
� - Y =797/8/.4320 _ - -L2 - PC Sto. l6 +16.�2 '
O� 03 � E _ _ _ - - - - - Z=2/l.1620 5029
� SPECIAL LATERAL 'V' DITCH IRON W/CAP
Q __ P F E- 1001 SEE DETAIL I LOCALIZED COORDINATES RETAIN EXIST
F F E N 79�,023.9783 RIP RAP �
� E E 2,144,039.2177 EASEMENT '��'
Vi � m m E � � ELEV. = 223.09 ��1� � �
I 1- E \ '?, 3, �5' RCP-N I�/ FES r Z.
�
N ` l5" RCP-lll _ I�
-� � Eo.P/PE � `� -L2- PC Sta 18+08.36 �
� � �
W �� � -L2- PC Sto.13+57.42
? -L2- PT Sto.14+98.84
� � � �2 -L2- PRC Sto. l4f13.16
�
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NOW OR FORMERLY
� \ WAKE COUNTY BOARD OF EDUCATION � CONSTRUCTION NOTES
r BM 2009 Pc 661 T/E PROPOSED 2'-6' CURB & GUTTER
�- �� PIN" 1749477456 0 TO EXISTIIyG CURB & GUTTER
� w
z
�"' �" � � TlE PROPOSED SIDEy�ALK TO EXISTING
o � m � � ,, .:,.��., �. ,����,�
w`� a. GRFFNNlAY E.�1SF" 2 SIDE�ALK
�=Q
�� a o ' 3 CONST RUCT T RA/L DRI�E y�AY APRON
°-- N ❑ fSEE CONSTRUCTIOIy DETA/LI
° � � -L2 -
Z m� m CONSTRUCT �IULTI-USE PATH CURB RA�IP
° aa P/ Sto /3+85.4/ P/ Sto /4+56�67 P/ Sto /6+38.92 P/ Sto /8+60.44 4❑ fSEE CONSTRUCTIOIy DETA/LI
' D= l2' 46' 22.1" �LT J D= 24' 32' 5/.� fRT I D= l7" 2/' 22.9" �LT I D= l9" 4/' 58.2" fRT J CONSTRUCT CURB R,4�lP PER IyCDOT
D= 22' 55' 05.9" D= 28' 38' 52.4° D= 38' ll' 49.9" D= l9' 05' 54.9" ❑5 sro.848A6
L= 55.73' L= 85.69' L= 45.44' L= 103.15'
T= 27.98' T= 43.5/' T= 22.89' T= 52.09' 6� INSTALL BOLLARDS PER
R= 250.00' R= 200.00' R= 150.00' R= 300.00' CONST RUCT lON DET AlL
� � , , � � � � ��� � �� � �� �� � �� ��
i
232 � � 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 I I i I I � I I I i i i I I i 232
- BEGIN GRADE ' i i �'� i i
_ -L2 - ST A l0 +05.29 = � ' '
� � �i - I I �� �� I I - i � � � I I i I� � I I � � -�� � � � I I I - I I i i I I I
_ -Ll - ST A 55 +0/.l9 l5' LT l Pl = 14+3/.00 Pl = l6 +27.00 _ i
- ELEV = 2/6.63 , , � � � � EL = 222.32' � EL = 22/.30' - , , , ;
- �� _ : � � ! �C = 50' i VC = 50' - Pl = 17+07.00 i
_ � � �� � � � � i � , K_ 8 ,_ K= l2 EL = 224.25' � � i � i �i
BEGIN BRIDGE E D BRIDGE ' �� � � ' � VC = 60' , � � � � � � � � � , � � � �
_ � Sta. l5 +63.6/ K= 7 � � �
- -L2 - ST A ll +06 -L2 - ST A ll +46 _ ELEV = 22/.63' Sto. l5 +85.00 ii
224 = ELEV = 2/5.62' ELEV = 2/5.22' Pl = 12+90.00 ' i� ELEV = 22/.52' �` �� � Pl = 18+45.00 �
�p% 224
�
- � EL = 2/3.78' i _. _ � - _ . .�. ` '�j �� _ EL = 2/7.77' k���� � ' �
:- BEGIIV BOARD ALK AR A K VC = l20' i � � 10.5200% � b90 � � VC = l70' � � � � �i
_ -L2- STA 10+86 END BO D L ,
_ , -L2 - ST A ll +96 K = l7 - - - - - - -- _ _ _ _ _, . . . � , . � k )3 � K = l7 ♦ i
ELEV = 2/5.82 � �
- i ELEV = 2/4.72' �1 °I • i -j� � �( +)1.36� � • . � _; ; � � � � � � {
- i i i i i i 0� � CONCRET E SPILL{�IAY � , k�6�2 � �� �� �� , �
6 SEE CO ST RUCT l0 DET AlL � ___- O i !
- ���� �k� N N � -
-_ __ _ - �
_ _�_ -� i --' - �� � BEG/ SPEC/AL + E D SPEC/AL PROP l8" RCP i i � �i
i D/TCH GR E RT DITCH GR E RT STA 19+42 216
216 - -��•0000� , - _
- � �-��•� 00"/.
i ! � i � � -L2 - ST A/5 +83 � -L2 - ST A/6 +50 � � � � ELEV = 2/8.92' � i �
�
i ELEV = 220.60 ELEV = 22/.50 1
- ♦ � � � � �� ' ! � ! _ ! i
♦ � i ' E D SPEC/AL ' � I- i i � i � i � � � �
♦
' D/T CH GR E LT �
/
i i � -'� � � �� � / � -L2- STA /6+50 i i i i i
- - ' ~ � -- � � - PIPE HYDRAUUC DAT A -- E�EV - 22i.8o P�PE HYDRAULIC DAT A ! !
_ __
I I i, ��' r _ ���� � l5" EQUAUZER PIPE � I� � l8" RCP-lV � EXl T SAN/TARY �! �!
� ► `� PROP l5" RCP BEG/ SPEC/AL SE ER LlNE ' !i
� � i
i �i � ____ ____ __ EQUALIZER PIPE _ ST 33+83 _ i
� D/TCH GR E LT
2OH � � DRAINAGE AREA = N/A AC DRAINAGE AREA =��� AC i
� � STA 13+45 _ -L2- STA /6+00 i
__ . ELEV = 2/0.40' DESIGN FREQUENCY = N/A YRS = � DESIGN FREQUENCY =�0 YRS i
i, � � I�� � � ELEV 2 8.69 , � � � �
DESIGN DISCHARGE = N/A CFS - DESIGN DISCHARGE = 2�0 CFS �
^
EXIST GROUND - DESIGN HVlI ELEV AT lON = N/A FT ' ' DESIGN HW ELEV AT lON = 220077 FT �
� i ! ' � � � � � � l00 YEAR DISCHARGE = N/A CFS � ' ' l00 YEAR DISCHARGE = 2a50 CFS � � ! ��
i i � � � � � l00 YEAR HW ELEV AT lON = N/A FT _ _ i i l00 YEAR HVy ELEV AT lON = 220087 FT i i�
' '� OVERTOPPING DISCHARGE = N/A CFS ! OVERTOPPING DISCHARGE = N/A CFS !
i i i � i i i i i i EXl T SANIT ARY i i i i i
i i � � �! i � � i ! SE ER Ll �/E �_ OVERTOPPI G FREQUENCY= N/A YRS i OVERTOPPING FREQUE CY= N/A YRS ! i !
N N
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ST 33+83 = N/A = N/A
OV ERT OPPING ELEV AT lON FT OV ERT OPPING ELEV AT lON FT
10 11 12 13 14 15 16 17 18 19 20
PREPA�ED IN THE OFFICE OFo
H RIZ P�o�ECTo
Kimle -Horn 2�� � ��n �-5164
�I _ PR,ELI�II�1.�R�Y PLA�1�4 SMITH AND SANFORD CREEK
M U L T I U S E PAT H AN D oo N�T �iSE FaR �o�sTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
� 0 4
reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
shall be wfthout liabil°ty to Klmley-Horn and Associates, Inc, �°�° g� X �� �� � � � � �oa NuM�ERe sHEET NuM�cRe
co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 C- IO

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� 5032 CONCRETE SPILLy�AY TRAIL
IRON W/CAP
N 797,006.3i2i -L2- STA 27+8/ TO 28t1/
E 2,144,742.4603 SEE DETAIL 3 SHEET CD-3
ELEV. = 228.55 �2
,--- -__ F S 89' 52� S�.VB ,� _ - PI NO�y OR FORMERLY
� - _ �
�,/ � - - - - - � � `
/ � �°F RON IN/CAP WAKE CO N� Y2��9 R pG 66�DUCATION
/ � -' - - - '-' - - ` - - - � - - - _ ,r _ _ _ � � LOCALIZED COORDINATES PIN# 1749477456
� i' F --� � N 796,977.6709
/ F � � � E 2,145,075.4207
/ � ` � ELEV. = 229.17
, ' , -L2- PT Sto. 25 +26.95 - � __ � �
p� , i �` � �� -L2- PT Sto. 29+20.0/
�
G� , ' � �F -L2 - PC Sto. 27+20.45 � ` � � �°F
�'� � � \ � \ � �J
�� � oo �
_J � �/ -LZ- Pl. StO. 24+24.59 40' CITY OF RALEIGH � ss \� \
��� -L2- PC Sto. 20+3/.35 F/ / SANITARY SE &ER EASEMENT �\ \
` 40'TOWN OF WAKE FOREST
Q � 5030 � � GREENWAY EASEMENT \ � �
xO /v� IRON IN/CAP �� � F
��
LOCAUZED COORDINATES � �\ �
�O �F ♦ N 796,880.5575 � �
E 2,144,419.8617 �' � � F � �
,`� ELEV. = 230.85 �� � lP � �
\ � \ / tn
� � ` � -L2- PCC Sto. 2/+82.30 ���� �� � N� � � � 30
��,`L � � � 'h � f � � � /2 N_ �
� � � \
l \ � / NOW OR FORMERLY �� �
�``'�/ � \ � \ C/ �F wAKE CO � Y2009 R PG� 66�DLJCATION � � �\
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`�, \ � PIN# 1749477456 -L - t0. + .
G� ` O F \ � / � �OC� \
P �
� � \ ` F � / ;,' � �`� �
-L2 - POT Sto. 2/ +36.63 = � � � � � � � �
-Y5 - POT Sto. l0 +00.00 � \ � � � ' � ' � �21
0= 90 00 00 �, �\ � G� CONSTRUCTION NOTES
�� � � F
�,��- � �� � � � - -L2 - PT Sto. 22 +40J3 � �(, � T /E PROPOSED 2' -6' CURB & GUT T ER
ch'��NE ,Y ^�i i �a S 2�8° �g��g;p°I�� � � � ��� ❑ TO EXISTIIyG CURB & GUTTER
5- -Y5 - PC Sto, f0+08J2 �
STA ��f$� � \ A� � `�j�� � SIDEy�ALK OSED SIDEy�ALK TO EXIST/NG
sEE sh'EE \ `� kO� CONST RUCT T RA/L DRI�/E y�AY APRON
T c 2O� -Y5- -L2- �� � fSEE CONSTRUCTIOIy DETA/LI
P/ Sto /0+49.96 P/ Sto 2/+07.23 �j� P 4 CONSTRUCT �IULTI-USE PATH CURB RA�IP
P/ Sto 22+17.59 P/ Sto 24+80.77 P/ Sto 28+3/.88 � ❑ fSEE CONSTRUCTIOIy DETA/LI
D= 3/' l0' 30.0" �LT l D= l4° 24' 5/.5� fLT 1 p= 82" 50' 0/,2" fLT I D= 58" 38' 52 5" fRT I 2
D= 38" ll' 49.9" D= 9' 32' 57.5" n= l43" l4' 22.0" D= 5% l7' 44.8" �= 63" 3/' 11.4° �RT 1 �� ❑5 s�osa4s.os CURB R,4�lP PER IyCDOT
.
L= 8/.62' L= 150.95' L= 57.83' L= 102.36' �_ 199.55' 5/� ���
T= 4/. 8 5' T= 7 5. 87' T= 3 5. 2 9' T= 5 6. 1 7' 43. �`� 6� I N S T A L L B O L L A R D S P E R
R= 150.00' R= 600.00' R= 40.00' R= 100.00' R= 180.00' �P� CONST RUCT lON DET AlL
I 1 ! ! I I I I I I I ! I I I I I
I
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I
I I I I I I I I I I I � I � I
I I I I I I � _ I
Pl = 27+7400 Pl = 30+18.00
i � � � � � � � i � � � � i i � � i � i �i
i • Pl = 28+62.00 i
i -L2 - ST A 2/ +36.63 = �� � � � � ; � � � � � i i i � i i i � Pl = 26 +24.00 ', i � EL = 225.96' ' EL = 229.30' i � ��
-Y5 -_ ST A l0 +00.00 il ' � VC = 70' � EL _ 229.85 ii
, EL = 229.23 i VC = l00'
232 _ ELEV - 223.88 ;I i , , i i i VC /80'
Pl = 23+67.00 K= 2p � i,-�. K_ 2� ._�
� � � � i � i i i i �C = l20' K= l7 �
- P l = 2 0+ 1 4. 0 0 ! EL = 227.04' , , ,; K= 4 0 i � Sta.27+74.00 Sto.27+70.00 -�
° � -10.3000'/. -i
- EL = 226.56' � � � � -
' �' ' ' ' ' ' ' ' VC = l60' � ' ' ' � � ELEV = 226.68' l +10.3500%
_ i � _ ELEV = 226.68 . - - ,. i
- VC = 60' !- K = 83 �- � - - +�0.85 0�/• -- --------� -� -1-
- K - 8 'i i �i_ _ + � � �__00'/. _________ __ �_�2./ . +) � ` �i
Pi 22 02.00 _ _ - - _ _ 800� c . ,
- � � = EL= 222.46' � � � � � ��- : i � i i �
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VC = 90 , �� , � i � -__-_ _---� . i i � � �
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N R T P/ AY
COCEE S LL
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20 21 22 23 24 25 26 27 28 29 30 31
PREPA�ED IN THE OFFICE OFo
H RIZ P�o�ECTo
Kimle -Horn 2�� � ��n �-5164
�I _ PR,ELI�II�1.�R�Y PLA�1�4 SMITH AND SANFORD CREEK
M U L T I U S E PAT H AN D oo N�T �iSE FaR �o�sTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
� 0 4
reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
shall be wfthout liabil°ty to Klmley-Horn and Associates, Inc, �°�° g� X �� �� � � � � �oa NuM�ERe sHEET NuM�cRe
co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 C- I I

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G���� -Y6- PT Sto. 32+64.22
RETAIN EXISTING -LZ- PC St0.34+02.%6 TOE PROTECTION
�� SYSTEM /Z EST 40 SY PSRM � � �
��(, SEE DETAIL 4 lh 'qT�-, _
Lj NOy� OR FORMERLY �'��� -
�l WAKE COUNTY BOARD OF EDUCATION PE F-_- -_ s� � �
< V BM 2009 PG 661 - _ \
� �, PiN � i 74 gq � 7 q 56 _ F `y� BRIOGE N0. 9/0/30 `, �
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� � � PE F i E P� �� F � /yl�/ ES
/��� .\ � � \ � � \ E - - - �� `- • I�' �6� �i E F �jOF /F CLASS 'B' RIP RAP ♦ � -- BZ 1 -LZ�'�POT Sto.
40+92.00
,oF \ 15 �� \�� OUTLET PROTECTION 5o BZ 2---�
� EST 3 TONS oN vVicaP
w\� F � �_ � P� _���� � ,� 1204 EST 7 SY FF ! LOCALIZED COORDINATES -L2- PT Sto. 39+9 �S
G���\ A� 5034 � - � - - - - - - -' - -E F -L2- PCC StO. 34+80.58 � � � E 2,9I6'�r�s7,s�a-- ��
P ��_ i IRON �V/CAP PE 5035 ST STREET � �� - si s1
SPECIAL LAT L'V' DITCH v. - 2i9.i7 /'el �'
\\ N0796169D 800RDINATES_LZ- PT StO. r C IRON W/CAP F l�� S`E�E D �' I , y . 81 M
�� 32+75.49 LOCALIZED COORDINATES � S/JI /V 48�0"' �l // � CLQS� IP RAP `,
E 2,145,266.1919 r SEW��, �-. '_ i s1/ /
ELEV. = 229.36 & E 2J456553 6 35 � BZ � 38 88.� 91� 9i�e OUTLET PROTECTION �
� -LZ-= � $f0• f ST 4 TONS
ELEV. = 216.55 �gti � ��sl
�--��� �� GREENWAY EASEMENT _ _ P f , +7 _ � � ROJECT C-5/64 E 1.�_��/s1 �
R��� 7oog P� 6 � � � EGlly PROJECT /7BP.5.R.47 � �� �� �
�� '� G.... �
, - _-_- - - L� _ POT St : 32 +�8�,�� � �` FY 20/6 /�L e � �,�. e��, _ _ _ _ _ PE � 2 o z �
90° 0�00" 1 - -
� si � - �
� Q �
-L2 - PCC St6� 35 +78.9/ 81 � �9s� /siQ�.� ' � _ _ _ - - , � � � � � �v
-L2- PT Sto. 36+ SqN 0 a� ���R�s� � "" �� ��� �� � � � ti z � �
O/2 BEGIN OPEly -SLAT BOAR� ,�K CREE R� �y� OR � p,�� G\2�A � � � rn z� ``' F .� � �O
y� I T H 5 4" R A/ L S S T A. 3 6�+�19 s�-�81 K .�o� N o oo z P-i2� Q � � O c n ti � -�
NOW OR FORMERLY � �e� gM ��-�q93�O � �� � � ��
WAKE COUNTY BOARD OF EDUCATION 0' P�N gZ �� �� N� �t` X
BM Zoo9 PG 661 CONSTR T PRE ABRiCATED O � , �
PiNtt i749q��q56 BRIDG OVER S�ITH CREEK F� �- �� BEGIIy PRO�� - � D�
STA +69 TO STA37tpg pE - , ,,, _ END PROJE l� �.5R.47 Q.
i- BZ � � _ ,,,- � � > � '� 7o FY 20/6 F l�
- - -L2 - PC �a 37+09.��� � .� F , ��, v � z o� �
L2 -Y6- F � � � ' �
_t� - �� � ����� � CONSTRUCTION NOTES
P/ Sto 3/ +87.05 P/ Sto 34+4/.99 P/ Sto 35 +34.13 P/ Sto 35 +9/.92 P/ Sta 32 +50.92 EIyD OPEN -SL�(T E���yacK ;-- �' S� -y�IDE TE�IPORARY �'
D= 78' 23' 26.6" ILTI D= l7" 50' 12.0" IRTJ D= 56° 20' 20.5" �RT� n= l4'48' 59.2" �RT� n= 53" l0' 28.9" �RT1 rV�rH 54' RAILS STA. � F � COti1PACTED GRA►/EL TRAIL 0 TO EX ST NG � B&CGU� ERGUTTER
D= 35° 48' 35.5� D= 22" 55' 05.9" D= 57' l7' 45.0" D= 57° l7' 45.0" D= 57" l7' 4 4.8" E -L2 - PRC Sto. 38 +29J9 �
� � 33' L= 25.86' L= 92.8/' ADD/TIONAL EASE ENT ly EDED /5 �V ❑2 SIDEy�ALK OSED SIDEy�ALK TO EXISTING
L= 2/8.9/ L= 77.83 L= 98.
%_ 13�.4T T= 39.23' T= 53.JJr� T= 13.�� %= 50.�5� /4 FOR EROSIOIy CO�TROL �EASURES TOE PROTECTION ���TIONAL EASEMEIyT NEEDED �V
R= ICO.00� R= 250.00� R= IOO.00� R= IOO.00� R= IOO.00� NoIN oR FORMERL Y ES T 70 SY PSRM FOR EROSION CONTROL MEASURES Q ❑3 fSEE rCONSTRUCT/ N DE �A/LI �R�N
i HoRN ROSE HOMEOWNERS associATioN SEE DETAIL 4 P OPOSED TEMPORARY
�,/ aM zoo7 Pc i2i4 �D-BLOCK CROSSy�ALK
P/ Sto 38 +64.26 P/ Sto 38 +93.V`t P/ Sto 39 +77.2/ PIN # 174 9369169 a COA/ST RUCT I�ULT l-USE PATH CURB RAIuP
fSEE CONSTRUCTIOIy DETA/LI
D= 75° 5/' 38.5" fRT J D= l52' 27' 15.5� (LT � D= 2T /4' 18.6" lRT J %
D= l27' l9' 26.2" D= l27° l9' 26.2" D= 63' 39' 43J" / � �� ❑5 s�osa4s.os CURB R,4�lP PER IyCDOT
L= 59.58' L= 119.74' L= 42.79' � �
T= 35.07' T= 183.58' T- 2/.8/' /� �
- �� .�� � ;�:
R= 4J�.00� R= 4J�.00� R= 90.00� . ='�irr� � 6� INSTALL BOLLARDS PER
� CONSTRUCTION DETAIL
�' � � � � � � � � � � � � � PIPE HYDRAU lC DAT A �
�
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24� 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 I I i I I � i
� � � � � � � � �
I I Pl - 33+86roo I
� � � � � DRAINAGE AREA = 3�4 AC
i i � ! i- i r�� i i- i ! � i i EL = 236.40' i i i i i i i i i i -� i � i � � � - �� DESIGN FREQUENCY = l0 YRS �
i i , , i i VC = 8a i i i i i DESIGN DISCHARGE = 4�0 CFS �i
� �_ u �- K- 6 i i DESIGN HVy ELEV AT lON = 2/9053 FT i
i i i i i i i i i i i! i i i i i l00 YEAR DISCHARGE = 9�0 CFS i
i � � Pl = 32+13.00 , � � � i i � � � � � � � � � � � � � � i � i l00 YEAR HVy ELEVATlO = 2/9e83 FT �
; ,
EL = 229.26' ���2�7 ' � - . � � OVERTOPPING DISCHARG = 4�5 CFS i
232 i � i VC = 8p� � �� `�-� �`�� BEGIN BRIDGE , END BRIDGE i i i OVERTOPPING FREQUEN Y= �l0 YRS �i 23Z
_ K = l8 �
� � � 'c'i� -- Pl = 35 +4/.00 .- -L2 - ST A 36 +69 � -L2 - ST A 37+09 - - OV ERT OPPING ELEV AT l0 = 2/9e6 FT ��
� , � � , � _� • � , ; � � �- : EL = 223.66' ELEV = 223.28' � ELEV = 223.16' ' ' �
�I
: �.30���
� � - � �. � � ,� � � � � .. / ` V C = 14�� _i �_,_i iJ, I
� � K=/g BEGIN BOARD ALK � E D BOARD ALK GREENVVAY AT FORESTVILLE RD I
� -L2 ST A 36 +l9 N T 0 BE CONST RUCT ED BY OT HERS
� � i � � � � ELEV = 223.43' � Z -L2 - ST A 37+44.40 /7BP.5.R.47 FY 20/6 i
� ! ! ! ! ! ! � ! ' ' � ! Z ELEV = 223.05' Pl = 39+88.00 i
i
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I 1 ! [ 1 I � � `� I i ♦ J I-� I�_ I 1- - � _I � I
224 � � ! � , _ ; ; � � _ � � � � �� _ , ' , � , ; - K�= i �a - '� 224
EXIST GROUND ( 10.3000/. �- i 1
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� � � � i � � i � � i�i , i�� � i i i -L2 - ST A 35 +75.00 -� �3 � � ��
-Y6 - ST A 33+12.54 � ��� ,� � - � � - � � � . � � � ~ � „ ` � -i
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216 � � � � � � � � � � Pl =_ 37+70.00 -J0.3066% ST A 40 +74.09 , _ 216
BEG/ SPEC/AL � EL - 222.98' _ p� = 38+5/.00 _ ELEV 2/7.96 -il
� i i � � � � � i i. � i � � � � � � � � i � ' , D/TCH GR E LT �� VC = 50' � I � �
_ _ _ _ � � - - T,q + - � _ _ EL = 2/6.62' �
; ; L2 S 3590 K-7 ; �
i � i I � ; I i I i i I i I' ' I I I i I I I i ' ELEV = 2/7.20 i VC = 80' I i I �
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PREPA�ED IN THE OFFICE OFo
H RIZ P�o�ECTo
Kimle -Horn 2�� � ��n �-5164
�I _ PR,ELI�II�1.�R�Y PLA�1�4 SMITH AND SANFORD CREEK
M U L T I U S E PAT H AN D oo N�T �iSE FaR �o�sTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
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reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
shall be wfthout liabil°ty to Klmley-Horn and Associates, Inc, �°�° g� X �� �� � � � � �oa NuM�ERe sHEET NuM�cRe
co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 C- I2

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EASEMENT � '-° ' D= 37"43' 09.9" fLT� D= l6'45' 27.2" ILTI D= 22' ll' 2/.6" fRTJ D= 8° 08' 586° fLTI D= 20' 09' 48.6� fRTJ CONSTRUCT CURB R,4�lP PER IyCDOT
BM 2005 PG 1452 � � � •
�� � ; m N; w D= 38° ll' 49.9' D= 5' 43' 46.5° D= l9° 05' 54.9" D= 4`' 46' 28.7" D= lP 27' 33.0" ❑5 sro.848A6
� �; � I� L= 98.75' L= 292. 47' L= 116.18' L= 170.6,/9' L= 175.96'
NOW OR FORMERLY / = 5�„Z�t� / _ �47�� / = 58.83� / = US.�I'� / = 88,9� 6� INSTALL BOLLARDS PER
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DRAINAGE AREA = 55e3 AC � � � i
� DESIGN FREQUENCY = �0 YRS � � � � � i � � � � � � � � � � � � �� � � � � � � � � � � � � � � � i
DESIGN DISCHARGE = 30,0 CFS , i � i i i i i Pl = 50+82 00 � !
� DESIGN HW ELEV AT lON = 22/e86 FT : i i i i • i
i i i i i i i i i i i i i i i i i i i EL = 23/.93' i !i
l00 YEAR DISCHARGE = 65a0 CFS
� l00 YEAR HW ELEV AT lON = 222e88 FT � � � � � i � � i i � � i � i , i , i � VC = 270' � i � i ��
� � � � � � � K=58 �
OVERTOPPING DISCHARGE = 3703 CFS ii
- i i _ i �.� �� �
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OVERTOPPING ELE �ATIONY 222e2 YRS I I i i i i i� i i i i i ! i i i i i _ 3� I
� � FT , � � � � � Pl = 45 f43.00 Pl = 48+80.00 ��> >
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� EL = 224„32' � � � � � � � �� � �� EL = 225.67' � �i
P1=42+82.00 _ i_ ,.,-----_-- i
00 ' ' EL = 223.43' ' Pl = 44+24.00 VC = 60' � � � VC - l00' r ,
- Pl = 4/+23. , i K= 27 i i i i i K= 37 i _�-� i
= EL = 223.95' V C- 8p� � i : EL = 22/.l6
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ST A 42 +55.09 ��` i � � i � � i i i � � i i � i � � i i � � i � � � i �
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H RIZ P�o�ECTo
Kimle -Horn 2�� � ��n �-5164
�I _ PR,ELI�II�1.�R�Y PLA�1�4 SMITH AND SANFORD CREEK
M U L T I U S E PAT H AN D oo N�T �iSE FaR �o�sTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
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reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
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� 47,408.5397 NOVy OR FORMERLY
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ANDREW L FONVILLE VENTURES CONSTRUCT CURB R,4�lP PER IyCDOT
DB 11749 PG 2237 � ST�.848A6
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No,� oR FORMERLY -LZ- PRC StO. 56+62.33
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DB 11752 PG 501 CONSTRUCTION DETAIL
PINtt 1749663478
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_ - - VC = 80'
i i i P/ = 55 +3700 i i
i � � � � � � � � � ' Pl = 54+06.00 EL = 228.32' � � i � � K=/3 � i i i
� i i i i i i i Pl =- 52 f77.00 i i EL = 230.42' � i � i � i � i J i i i i i � �
VC = l20' � � � � � �
, EL 228.8 �� = 70' K= 42
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� _ � ELEV 225.80 i
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i 2 RCP I � � i � _� � � � i �i
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,
i I DESIGN FREQUENCY = l0 YRS i �� i i
N
216 DESIGN DISCHARGE = 8�0 CFS ' � � N � i i i i 216
�, i , � DESIGN HVy ELEV AT lON = 226048 FT � � � ; �; � , i ; v� � , � ; , � , � � _ � � � ; � � i �
lDO YEAR DISCHARGE _ 1700 CFS i i � W i i i i
l00 YEAR HVy E�EV AT lON = 227a35 FT �
I i I I I I I I i I I I i L JW i I i i I i I I I I I i I I I �I
OVERTOPPING DISCHARGE = 27a7 CFS � _ i
OVERTOPPING FREQUENCY =��00 YRS i i _ _ � i i i i ! i !
�i i i i � OV ERT OPPING ELEV AT lON = 228e8 FT 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 i i
51 52 53 54 55 56 57 58 59
PREPA�ED IN THE OFFICE OFo
H RIZ P�o�ECTo
Kimle -Horn 2�� � ��n �-5164
�I _ PR,ELI�II�1.�R�Y PLA�1�4 SMITH AND SANFORD CREEK
M U L T I U S E PAT H AN D oo N�T �iSE FaR �o�sTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
� 0 4
reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
shall be wfthout liabil°ty to Klmley-Horn and Associates, Inc, �°�° g� X �� �� � � � � �oa NuM�ERe sHEET NuM�cRe
co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s 2o i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o io2 0 I I3 I I028 C- I4

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-L2- PC Sto. 60+94.69 � ��.;o� ��� � D_ 66' 26' 12.3° IRTJ D= 5P /4' 49.7" ILTJ
�� \�\ \ / D_ l 2% l 9' 2 6. 2" D_ 3 8° l l� 4 9. 9"
�
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T = 29.47' T = 7/.94'
_ �" ! <�/ � . � � / R = 45.oa R = �50.00�
_ 55 e� � \
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_ �,�� � / � \ \ P/ Sto 62+96.67
-L2 Sto. 59+74.84 � m � / D l4`' 50' 54J IRTI
, , � � �/ � , � D = 47' 44' 47.�
_ ,�ti � �' � � -L2- PRC Sto. 6/+46.87 T _ 35�,
- / /��
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eo,�oyy,4cK yyirH � \ - E � ��
� 54 R,NLS '° `r � � C CB sso� T/E PROPOSED 2'-6' CURB & GUTTER
N � PREF� MED SCOUR HOLE 15' RCP-I� � � TO EXISTI G CURB & GUTTER
� STA60+04A0 ��` ''� OUTLET`� ROTECTION P �� ���� � �
� ��� '�e 0 ASS 'B��RIP RAP A � R�c"� TlE PROPOSED SIDEy�ALK TO EXISTING
CONSTRUCT PREFABRICATED � �Q � ES� 8 TON 1501 �F 1502 � x=2i4a5i2.�980 ❑2 SIDEy�ALK
W BR/DGE OVER SANFORD CREEK �, ` � Y=796499.1650
Z STA.60+24.00 TO STA.60+84.00 � � '�° � � E S T�16 S Y� \_
� �_ Z=236.8990
J �� `�� EST �5 SY P�R1y�-----_____ � EXTEI�D �S�liALT TO � CONSTRUCT TRA/L DRI�Ey{�AY APRON
_ �, , SEE DE�T AIL 3 BZ 2------- � SQUARE OFF COR7� �f -\ ❑3 fSEE CONSTRUCTlOIy DETA/LI
U �� r� ��- ° gI fSEE TYPICAL SECTlOIy
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� � `� �
� � 2- PRC Sto. 62+8/.03 -L2- PT Sto. 63+12.13 CONSTRUCT CURB R,4�lP PER IyCDOT
� � �6 ❑5 sro. a4s.os
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NO�y OR ORMERLY ,. � jB`-TB
END OPEN-SLAT BOARD►HALK ANDRE L FONVIL E VENTURES� TB-�TB TB TB TB TB� �re
y�ITH 54' RAILS STA6/+14A0 D 1174 9 P 223 � ` ` 6� INSTALL BOLLARDS PER
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i i � !�� - i r�� �� i i- i ! � i BEGIN BRIDGE i i i i i i -�� � i i i i i - i i i i i i i �
-L2 - ST A 60 +24.00 � � Pl = 62 +97.00 ' � , , i�
2 4 0 � ' % i ! % ! !- ELEV = 227.73 2 4 0 . i
EL = 237.14' _
i
i � � � � � � � � Pl = 59+59.00 � � VC = 5 p� i � � i � i i i
� ! ; ! � EL = 227.53' � _. _ Pl = 6/f84.00 K = 6 f-10.5809"/. _ _ � I� � � � � � � ' � ' ��
�� = gp� END BRIDGE EL = 228.2/' �- !
i , i , K=/7 �--� ; -L2 - ST A 60 +83.00 , i i i i i i i i � i i i �i
� � � _: _ i ELEV = 227.9/' VC = l40 I�� ; _ �I
.
� � �� i �' _� i�i �- K= l8 �p0 � � � , i i i i - i i i i i i i i �
r! � � � �� � � ��� - BEGIN BOARD ALK � �,� _
-L2 STA 60+04.00 k
' ' ELEV = 227.67' � END BOARD ALK � � � � i ii
2 3 2 � � i i � i -�2 - ST A 6/ +l4.00 , i � � 2 3 2 - i i i
i i i i i i i �� J��` i ELEV = 228.00' ��� i i I ' i i i i i i i i
i � � ! � ����Oy � � � � �� �� - � � � _ ��_�� � i i � i � � i i i � ��
.
i� � � � ; i ��� l+I0.3000% END GRADE � i i i i i i i � � i i i �i
i �- �� -L2 - ST A 63+3/. 9 i - � �
_ i � �� i- i i'i � i � , i ELEV = 236.94' i i i i i �i i i I
- - ♦ ♦ I i i i i-- � - i i - 1
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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 I I i I I I I
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PREPA�ED IN THE OFFICE OFo
H RIZ P�o�ECTo
Kimle -Horn 2�� � ��n �-5164
�I _ PR,ELI�II�1.�R�Y PLA�1�4 SMITH AND SANFORD CREEK
M U L T I U S E PAT H AN D oo N�T �iSE FaR �o�sTR��T��N
REV. No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
� 0 4
reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
shall be wfthout liabil°ty to Klmley-Horn and Associates, Inc, �°�° g� X �� �� � � � � �oa NuM�ERe sHEET NuM�cRe
co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 C- I5

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P/ Sto /0+43.0/ P/ Sto 11+56.42 P/ Sto /2+26.97
D= 94' 09' 3/.5° fRT 1 p= 35° 57' 23�1" �RT I D= 48° ll' 12.2' �LT 1
D= l43" l4' 22.0" n= 57° l7' 44.8" D= 63" 39' 43.1"
L= 65.74' L= 62.76' L= 75.69'
T= 43.0/' T= 32.45' T= 40.25'
R= 40.00' R= 100.00' R= 90.00' -Y6- PC Sto. 11+23.97 �
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FORESTVILLE RD � ExisT is° RCP Z
SR 2049 ce �n
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—Y6 — PC StO. lO fOO.00 �- y�/ FES F-- PE �J �
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II m��z�� _ = CLEAN OUT DITCH 40 LF = T/E PROPOSED 2'-6'CURB & GUTTER
�P I 1 TO ACHIEVE POSITI�E �2 � 0 TO EXISTIIyG CURB & GUTTER
- a.00' L DRAI AGE O J
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C � FO S� `_, WAKE COUNTY BOARD OF EDUCATION I� ❑2 SIDEy�ALK
Z EASEi����� i BM 2009 PG 661 Q
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BEGIN GRADE
i i i i i i � —Y6 — ST l0 +00.00 � i i i i i �i
� � � � ELEV = 286.26' i � i
i � � � � � � � � � � � � i � � TlE TO EXISTING SIDEV�IALK i� � � i � � i � i i i
i � � � � � � � i i � � i � i � i � i � � � � i �
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294 � ! � � ' ' � �' � � � � � � � � � � � � � � � _ � � � �
i T,. _ _ _ _ ,. _ _ _ i
i� � i� � i� � _ �
r � i i � �� i � i�� �� i � i� � i i i � _ i i i � � i PIPE HYDRAULIC DA%A �� � i i i �
_ Pl = 11+06.00 Pl = 12+36.00 � l5" RCP _� i
i i i i i � � i i � � i - EL = 285.90' ' i EL = 285.24' i i � i
� i DRAINAGE AREA = 202 AC i i �
i i i i i i i i i i i i i i i i - KC — 89 i i i �C __ / 70' — I
i ; i i ; , 8 , DESIGN FREQUENCY l0 YRS � i i �
� � i � � i � �_ � � � '� ! —'_ _i _ � DESIGN DISCHARGE = 5�0 CFS � � j
2$ 6 �' a �� i �� � a i r � � � � i � l+I0.30 % f—� 00/ � � � DESIGN HVlI ELEV AT lON = 284s02 FT � � � i �
' 04 /00 YEAR DISCHARGE = 6�5 CFS
i i, �i _ 'i i _�i i i i �(—�p.7�9�y — _ __ � 'S� l00 YEAR HW ELEVATION = 284032 FT i �
_ � � i— � � � � � � — i � � � i i ... � (��2 i � �
— — � � � , / � OVERTOPPING DISCHARGE _ lOvO CFS �� �
�i i l
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i�i i i � i i i i i i i i i i � i i i � i � i i � � � � � i i i OVERTOPPING FREQUENCY =�100 YRS i i i �
� � - ` �_ OV ERT OPPING ELEV AT lON = 285055 �
FT i
� � ' ' � � ! ! PROP l5" RCP ! � !
i i i, i i i i i i i - � � i
� - � � - i � __ ST A ll +93 ,
�� � � � � � � � � � � � � � � � � EXIST GROUND ELEV = 28/.90'
_ I I I � 1 � i �
i i i i i i i i - -= Pl = 12+95.00 � � �i
P/ — //+7
278 i i i i i i i i 3.00 i i i �
EL = 286.10' _ EL = 286.7/' [
� i � i � � i i i. � i i � � i i � i i i � � VC = 40' i � VC = 30' i � i i _ i i i � i i i �
i i K= 24 i � , K= 20 i i
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10 11 12 13
PREPA�ED IN THE OFFICE OFo
H RIZ P�o�ECTo
Kimle -Horn 2�� � ��n �-5164
�I _ PR,ELI�II�1.�R�Y PLA�1�4 SMITH AND SANFORD CREEK
M U L T I U S E PAT H AN D oo N�T �iSE FaR �o�sTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
� 0 4
reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
shall be wfthout liabil°ty to Klmley-Horn and Associates, Inc, �°�° g� X �� �� � � � � �oa NuM�ERe sHEET NuM�cRe
co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 C- I6

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P/ Sto /3+00.09 P/ Sto /3+53.82 P/ Sto /4+0/.23 P/ Sto /4+56J8 P/ Sto /5 +18.78 P/ Sto /5 +96.94 P/ Sto /6 +50.37 P/ Sto /7+39J5 P/ Sto /7+59.59 P/ Sto /9 +15.85 P/ Sto 2/ f3/.95
D= 33� 32� 2i✓" fRT 1 D= 2% l9' 37.5° rLT� D= 22� 3r 30� rRT� D= 28° 58� 54.5p rLT� D= 4r 28� 39.4° rRT� D= 47° 08� 54.6" lLT 1 D= i6� 48� 33.3� rRT� D= l6° 39' 0/.5" fLT I D= 22° i4' 04.2" �RT l D= 9' 08" i2.0' �LT 1 D= i9' 05� 35.9° rRT�
D= 45� 50" ii.8° D= 75 23� 39.� D= 38� ii� 49.9� D= 57" i7� 44.8p D= 57" i7� 44.8p D= 5T i7� 44.8p D= 57' l7" 44.8� D= 95� 29" 34.7� D= 95° 29" 34.� D= i4� i9" 26.2� D= 3r 49� 5i.6�
L= 73J7' L= 35.77' L= 58.97' L= 50.58' L= 72.39' L= 82.29' L= 29.34' L= 17.44' L= 23.28' L= 63.79' L= 59.98'
T= 37.67' T= 18.23' T= 29.87' T= 25.$4' T= 37.86' T= 43.64' T= 14.77' T= 8.78' T= 11.79' T= 3/.96' T= 30.27'
R= 125.00' R= 75.00' R= 150.00' R= 100.00' R= 100.00' R= 100.00' R= 100.00' R= 60.00' R= 60.00' R= 400.00' R= 180.00'
� -Y6- PC Sto.18+83.89
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6 S o. 6 64.93 � /2
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_ V C- 50 -Y6 - ST A l7+18.24 ' � ii
294 � � � K= i7 - 294 278 _ . � � � � � � � � � � � 278
ELEV - 283.3/ � - �
Pl = 13+44.00 ! �i • -
EL = 288.67' �� � . � +)2�8�9/� - - -- - - _ � � TlE TO EXISTING PAVEMENT � , _ i
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� � � ��•� ��^ � � � �C = 80' _ ��o � � � � EXIST GROUND - I - � � � � i
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K= 7 � � ° i � ; � i ♦ i i i � ��
p � - ` Pl = 20+73.00 i
2 86 �� ! I'� _ P� _ �4+05.00 � � 2 86 2 70 � � _� � � � � � , � � � � 2 70
EXIST GROUND �
_ i � �i - EL = 288.85' i � i ` � EC = 50' .2� ' �i
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�°� �� P/ Sto 22+08.76 P/ Sto 22+97.04 P/ Sto 24+04.44 P/ Sta 24+95.6/ P/ Sto 26+42�15 P/ Sto 27+48.40 P/ Sto 28+9/.58 P/ Sto 29+42.66 P/ Sto 32+22.1, � fSEE CONSTRUCTIOIy DETA/LI
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� o� D=/5 /9' 50.2" ILT� D=% 57 �24.8 pILTI D= 6' /6 42.�' fRTI D= 80' 4/ /3.0" fRTI D= 8/" 36 2/.2" fLTI D= 83" 23 22.3 fLT1 D= 76' 40' 3/.� fRTJ D=//" 06 43.7 IRT� L� 52' // 29.2" � ❑5 s�osa4s.os CURB R,4�/P PER /yCDOT
D= l6' 22 /2.8 D= 5 32 57.5 D= 4`46 28.7 D= l90" 59 09.4 D= 95 29' 34.7 D= l43' l4 22.0" D= l43' l4 22.0" D= l9' 05 54.9" D= 5% l7 44,�
��°� L= 93.65' L= 83.32' L= l3/.49' L= 42.25' L= 85.46' L= 58.22' L= 53.53' L= 58.18' L= 9/.09'
�� T= 47.1/' T= 4/.73' T= 65.8/' T= 25.48' T= 5/.80' T= 35.63' T= 3/.63' T= 29.18' T= 48.98' s❑ �NSTALL BOLLARDS PER
� R= 350.00' R= 600.00' R= 1,200.00' R= 30.00' R= 60.00' R= 40.00' R= 40.00' R= 300.00' R= 100.00' CONST RUCT lON DET AlL
Pl = 22+05.00
EL = 256.29'
- VC = 50� ' � � � � � � , PIPE HYDRAULIC DAT A _
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K- 38 P/ 23 22.00 �
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--, i i I �i DRAINAGE AREA =��3 AC 1
_ / � � _ _ +
�� VC 50' i Pl 24+90.00 P/ 25 93.00 �
� ��� �S•.S K = 37 r ��� �� � � EL = 247.47' � � � � � � � � � � � � -� DESIGN FRECIUENCY = l0 YRS � �� f� i �� �� i i i
EL = 250.15
- ��a% � I I � � I�� VC = 70' - VC = 70' - , i DESIGN DISCHARGE = 3el CFS i : �i
� DESIGN HW ELEV AT lON = 22/v06 FT
i K= l7 � K= 7 Pl = 26+54.00 i _ i
i i ; �_����2 _-. -'� EL = 245.88' i, i l00 YEAR DISCHARGE = 4e00 CFS i i END GRADE - !i
i , ���___ 40"/, 0$2'/. �.J � VC = 50' l00 YEAR HW ELEVATION - 22/023 FT , � � � i -Y6- STA 32+78.07 =� �
♦ �+�2'� - �O K-�� - OV ERT OPPING DISCHARGE _ 1204 CFS -L2 - ST A 35 +75.00 (5 LT l i
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- �- - � � i � � ♦ oOp, ♦ � �� Pl =_ 27+37.00 - _ + _ �100 �M_ ELEV = 224.02 i
254 i � i � � � i_ � , EL 242.75 Pl 28 60.00 OVERTOPPING FREQUENCY YRS 254 246 i 254
i �i i �i � � 1 � ' i ' ����i VC = 50' - EL = 24/.79' OVERTOPPING ELEVATION = 224003 FT _ �
r,_ �. - _ _ � - - - _ _.- _ _
r � i i � � i � i� � i �-' � 1 � i i i i i �� � K= l8 ! I VC = 50' 1 i' i �
�1 � .� �\ K = l2 ��� P/ = 29+32.00 � � �� i
� � � � � ' ' �3 � _ _ _ �-�O.Tg 0'/. � EL = 238J2' Pl = 30+96.00 ��� � I - i
i i i i i i i � i.. � i � �
i � � � � � � � � � i � � � ��- ____ VC = 90'
� �JS O K /9 � EL = 237.59' ��oo� � � _ �i
E D GRADE O. - � �� _ 1 - i
� � � � � BEGI GRADE � 0� VC = l00'
� � ! � � � � ! -Y6 - ST A 26+79.07 � i� � �� � ` ` � _ � Pl = 32 f30.00 �
E�EV = 244.88' -Y6 - ST A 27+08.50 � � + K - �2 - � EL = 226.42' �i
ELEV = 243.78 , � f -10.3264/.
2 4 6 �' a ��_ i � � a i_ � � � �� � T lE T 0 EXIST ll�lG PAV EIwENT T lE T 0 EXIST lNG PAV EMENT - i I �� _� 2 4 2 3 8 _ VC = 60. _ � 2 4 6
- i i i = � 'i i I � - II ! ! � , - _ -! ! � 1 � � _ '� � K = /8 _ II
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PREPA�ED IN THE OFFICE OFo
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REV. No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
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Pl Sto 12+34.37 Pl Sto 10+49.4/ Pl Sto 10+84.83 Pl Sto 13+06.02 Pl Sto l5 +30.74 ti ,� � / �� � � EASEMENT � ❑ fSEE CONSTRUCTIOIy DETA/LI
D= i5� 56" 08.�p rLr� D= 35" 5i" 37.� rLr� D= 32° 07" 47.0� rRr� D= 65° 53" 28.5' (RTI D= i4° 58" 00.6� rLr� � ; % �s / �
D= 5' 58' 05.9" D= 95' 29' 34.� D= 95' 29' 34.�' D= 57" l7' 44.8" D= 28° 38' 52.4' �; ,�� �e� 0� , � � a CONSTRUCT CURB R,4�lP PER IyCDOT
L = 267.00' L = 37.55' L = 33.65' L = 115.00' L = 52.24', �ti ,� � � �8�� / � , ' � s o.a4s.os
T= 134.37 T= 19.4/ T= 17.28 T= 64.8/ T= 2627 / � �� je/ / �ti ;� / 6/NSTALL BOLLARDS PER
R= 960.00' R= 60.00' R= 60.00' R= 100.00' R= 200.00' ii� / � / � � � � coNsrRUCr�oN aErac.
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' �'' ELEV = 232.87' � DRAINAGE AREA = N/A AC
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DESIGN FREQUENCY N/A YRS
EL = 233.42' EL = 230.10' DESIGN DISCHARGE = N/A CFS
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.
DESIGN HW ELEVATION = N�A FT
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l00 YEAR DISCHARGE = N/A CFS
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- ELEV = 240.77' 2 4 8 2 2 4�� ���Op� _ i _ + � i i i i _ i i OV ERT OPPING FREQUENCY = N/A YRS 2 2 4
- T l E T O E X I S T I N G P A V E M E N T P l - l 3 3 8. 0 0 P l - 1 5+ 5 0. 0 0
- ���� EL = 2/9.47' � _` ��� EL = 2/7.78' O V E R T O P P I N G E L E V A T I O N = N� A F T
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Y4- STA /4+72
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- ELEV = 2/8.72' � � '
- -Y3- STA 13+67.00 = �� � ��� � ELEV = 2/8.40'
_ � � -Y4- STA 10+00.00 f5' RT� _ i � � "�000' �� � � � � � E D GRADE ;
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-Y4- STA 17+75.3/ _
2 4 0 - _ 2 4 0 216 � � i i i � EXIST GROUND ♦ -Y4 ST A/ l4+12 i - i i -Ll - ST A 43+4/.43 (5' LT ) �i 216
♦ ' ELEV = 2 8.88 -Y4- ST A l5 +02 - �
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R= 150.00' R= 200.00' R= 400.00' CONST RUCT lON DET AlL
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2 3 2 , i i i � � � , � � i i �; i i � i i � � i i � � I � i � i -Y5 - ST l5 +52.00 � � i I � i i i i � i
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i � � � � � � � � � � � E L = 2 2 3. 0/' �� - Y 5 - S T A l l + 7 8 � � i � i V C= 3 0 �� � i i �
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2 2 4 �: , � � � � � , � Pl = 14+40.00 ����' � � � � � � � 'i 2 2 4
� � � � ELEV = 2/8.38' ELEV = 2/6.40 � ; _ . ,. _ . � �2 �
i i i i ���5� ��` EL _ 22/.09' D�p / kl� -_ - i
r! i i � � i i i� � i i i � y JS�� � KC_ �40� �,� 0 i i i i i i i i i
END BOARD ALK 9
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Y5 STA l2 98
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216 �� � , � � � ; � � E� = 2i8 �8' �, C _ _ � _ � � � � � � � � 216
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REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
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fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
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reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � - � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
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co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 C-20

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PREPA�ED IN THE OFFICE OFo
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�I _ PR,ELI�II�1.�R�Y PLA�1�4 SMITH AND SANFORD CREEK
M U L T I U S E PAT H AN D oo N�T �iSE FaR �o�sTR��T��N
REVe No.e REVISIONe DATEe DRAWN BYe CHECKED BYe � G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� �����a,t�j�� ��■ �' `�� ��VI� ����� VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
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LIST OF ROADWAY STANDARD DRAWINGS
THE FOLLOWING ROADWAY STANDARDS AND ANY OTHER APPLICABLE STANDARDS WITHIN
THE IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH-N.C. DEPARTMENT
OF TRANSPORTATION-RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT
AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
STD NO. DESCRIPTION
200.02 METHOD OF CLEARING - METHOD II
225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
300.01 METHOD OF PIPE INSTALLATION
840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
840.01 BRICK CATCH BASIN - 12" THRU 54" PIPE
840.02 CONCRETE CATCH BASIN - 12" THRU 54" PIPE
840.03 FRAME, GRATES AND HOOD - FOR USE ON STANDARD CATCH BASIN
840.14 CONCRETE DROP INLET - 12" THRU 30" PIPE
840.15 BRICK DROP INLET - 12" THRU 30" PIPE
840.16 DROP INLET FRAME AND GRATES - FOR USE WITH STD DWGS 840.14 AND 840.15
840.25 ANCHORAGE FOR FRAMES - BRICK/CONCRETE/PRECAST CONCRETE
840.31 CONCRETE JUNCTION BOX - 12" THUR 66" PIPE
840.32 BRICK JUNCTION BOX - 12" THRU 66" PIPE
840.45 PRECAST DRAINAGE STRUCTURE
840.46 TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE
840.54 MANHOLE FRAME AND COVER
840.66 DRAINAGE STRUCTURE STEPS
846.01 CONCRETE CURB, GUTTER AND CURB AND GUTTER
848.01 CONCRETE SIDEWALK
848.02 DRIVEWAY TURNOUT - RADIUS TYPE
848.05 CURB RAMP
876.02 GUIDE FOR RIP RAP AT PIPE OUTLETS
1101.01 WORK ZONE ADVANCE WARNING SIGNS
1101.02 TEMPORARY LANE CLOSURES
1101.04 TEMPORARY SHOULDER CLOSURES
1101.11 TRAFFIC CONTROL DESIGN TABLES
1110.01 STATIONARY WORK ZONE SIGNS
1110.02 PORTABLE WORK ZONE SIGNS
1130.01 DRUM
1135.01 CONES
1145.01 BARRICADES - TYPE III
1150.01 FLAGGING DEVICES
1180.01 SKINNY-DRUM
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Copyright Kimley-Horn and Associal es, Irco, 20 13
UTILITY NOTES
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE
1-800-632-4949) AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR
EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT
LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF
"NORTH CAROLINA ONE CALL."
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION
OF ALL EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY,
AGENCY, OR COMPANY.
ALL UTILITIES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET
SO THAT TOPS/RIMS ARE FLUSH WITH FINISHED GRADE UNLESS OTHERWISE NOTED.
LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN ON
THESE PLANS ARE FROM THE CITY OF RALEIGH AND UTILITY COMPANY RECORDS
ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL
UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY OF
RALEIGH PUBLIC UTILITIES DEPARTMENT FOR ANY ADDITIONAL INFORMATION ON
EXISTING WATER AND SEWER UTILITIES.
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL
BE RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION, ORIENTATION, AND
ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION OR
ORDERING MATERIALS.
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY
FIELD CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION
PROVIDED IN THE CONTRACT DOCUMENTS.
GENERALNOTES
2012 SPECIFICATIONS
GRADE LINE:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
OR FUTURE SURFACE AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS.
GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES
AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
CLEARING:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED
BY METHOD II.
SUPERELEVATION:
THE MULTI-USE PATH IS TO BE SUPERELEVATED AS SHOWN ON PLAN SHEETS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON
THE TYPICAL SECTIONS.
SIDE ROADS:
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS
PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE
PARTICULAR ITEMS INVOLVED.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE:
WAKE FOREST POWER - MIKE BARTON -[phone]
WAKE ELECTRIC - RICKY WILLIAMS -[phone]
TIME WARNER CABLE - BOB BENNETT -[phone]
CENTURY LINK - DARREL CLEMANS -[phone]
PUBLIC SERVICE COMPANY OF NORTH CAROLINA - NAKIMA BOGAN -[phone]
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT - ELVIS MEDLIN -[phone]
WINDSTREAM CABLE - JAMES WHITAKER -[phone]
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS,
EXCEPT AS SHOWN ON THE PLANS.
CURB RAMPS
CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS. CONSTRUCT
ALL CURB RAMPS IN ACCORDANCE WITH NCDOT STD 848.05 AND 848.06 UNLESS OTHERWISE
NOTED IN PLANS. MAXIMUM SLOPE IS 12:1 FOR ALL CURB RAMPS. TOWN INSPECTOR TO
REVIEW ALL RAMP FORMS BEFORE CONCRETE POURS.
CONTRACTOR TO ADAPT STANDARD DETAIL TO CONSTRUCT 8' MIN. DROP CURB AT
INTERSECTION WITH TRANSITION TO 10' WIDTH OF MULTI-USE PATH.
SAFETY:
PEDESTRIAN AND BICYCLE SAFETY MUST BE MAINTAINED AT ALL TIMES BY
ADEQUATE PROJECT LIMITS, FENCING, AND SIGNAGE.
EROSION CONTROL:
THE FINAL SIZE AND LOCATION OF ALL EROSION CONTROL DEVICES MAY BE ADJUSTED
BY THE ENGINEER IN THE FIELD. THE CONTRACTOR SHOULD CONSULT WITH THE
ENGINEER PRIOR TO PLACING EROSION CONTROL MEASURES.
TRAFFIC CONTROL:
TRAFFIC CONTROL GENERAL NOTES, DETAILS, AND A LIST OF STANDARDS ARE
INCLUDED IN THIS PLAN SET. ALL TRAFFIC CONTROL DEVICES AND OPERATIONS
SHALL CONFORM TO NCDOT 2012 STANDARD DRAWINGS FOR TRAFFIC CONTROL.
TREE PRESERVATION:
REFER TO CONTRACT SPECIAL PROVISIONS AND NOTES IN EROSION CONTROL PLANS
FOR TREE PRESERVATION REQUIREMENTS. CONTRACTOR TO STAKE THE PATH
ALIGNMENT AND PAVEMENT EDGES PRIOR TO TREE CLEARING TO PROVIDE TOWN
REPRESENTATIVES AN OPPORTUNITY TO REVIEW TREES TO BE CLEARED. CONTRACTOR
AND CLEARING CONTRACTOR TO WALK THE STAKED ALIGNMENT WITH TOWN
REPRESENTATIVES PRIOR TO TREE CLEARING.
PAVEMENT MARKINGS:
ALL PAVEMENT MARKINGS USED FOR PROJECT SHALL BE NCDOT STANDARD
THERMOPLASTIC PAVEMENT MARKINGS.
PRCPARL� IN �I�I-IC 0=1 !CL 0'-0
Kimle -Horn�
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and Associates, Inc.
PoO� �3uX �-�OF>� - R/�,�EI����I9 NO�TH CARO�IN,� 27�36-3068
PI �ONEo (9 I�) 677 �200Q �l�Xo (� 19) 677-2050 PE No, F-�� io�
LIST OF ROADWAY
STANDARD DRAWINGS
AND GENERAL NOTES
PRELI�II�IA�Y PL,��1�
DO N�T USF, POR CONSTRUCTI�N
SITE NOTES
ALL DIMENSIONS ARE IN RADII, EDGE OF PAVEMENT, TO CENTERLINE,
CENTER TO CENTER ON STRIPES, AND/OR TO FACE OF CURB, UNLESS OTHERWISE
NOTED.
PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS EVERY 10' MAXIMUM
WHEN WALKS ARE 10' WIDE. MATCH WIDTH UNDER 10'.
CONCRETE PADS AND WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI, OF
4" THICKNESS WITH 12" X 12" W1.9 X W1.9 WELDED WIRE FABRIC THROUGHOUT.
ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES) AND NCDOT STANDARDS.
CONTRACTOR TO GRADE FILL/CUT SLOPES TO TIE INTO EXISTING GROUND AND AVOID
PONDING.
DEMOLITION NOTES
THE CONTRACTOR SHALL NOTIFY CANDACE DAVIS AT THE TOWN OF WAKE FOREST
[phone] AND ELVIS MEDLIN AT THE CITY OF RALEIGH PUBLIC WORKS DEPARTMENT
[phone] PRIOR TO STARTING WORK.
THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE
EXISTING TRAVEL PATTERNS ON ANY PUBLIC STREET WITHOUT PRIOR APPROVAL
FROM THE TOWN AND NCDOT.
THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL REQUIREMENTS REGARDING REMOVAL AND DISPOSAL OF MATERIALS
AND DEBRIS.
ALL DEMOLITION WORK WILL BE COORDINATED BY CONTRACTOR.
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY
PROVIDER(S).
CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION
THAT ARE TO REMAIN, SHALL BE PROTECTED FROM DAMAGE AND RAISED TO FLUSH
WITH NEW GRADE BY CONTRACTOR.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY
OFFSITE UNLESS OTHERWISE NOTED ON PLANS.
ALL TREES AND VEGETATION NOTED TO BE REMOVED SHALL BE GROUND INTO
MULCH, AND STOCKPILED FOR FUTURE USE.
TREE PROTECTION MEASURES SHALL BE PROVIDED DURING CONSTRUCTION PER
APPLICABLE PERMITS AND THE BID DOCUMENTS.
ALL WORK MUST BE COMPLETED WITHIN EASEMENTS AND CONSTRUCTION
LIMITS SHOWN ON PLANS.
REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAW
CUT TO OBTAIN A CLEAN EDGE FOR NEW CONSTRUCTION. SAW CUT EXISTING
ASPHALT DRIVE AT LIMITS OF NEW CURBING TO OBTAIN A CLEAN EDGE. TOWN SHALL
APPROVE ALL SAWCUT LIMITS PRIOR TO REMOVAL TO ENSURE THAT TOWN STANDARDS
ARE MET.
CONTRACTOR SHALL RESTORE THE LAY-DOWN AND STAGING AREA TO ORIGINAL
CONDITIONS AND TO THE SATISFACTION OF THE OWNER AND TOWN, PRIOR TO
DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION AND PERFORMED IN
ACCORDANCE WITH SPECIFICATIONS AND DRAWINGS.
ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL BE STOCKPILED
AND REUSED ON SITE WHERE POSSIBLE IF IT CONFORMS TO SPECIFICATIONS AND
DRAWINGS.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY,
INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO
BE REMOVED.
SHEET NOTES
EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE,
ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS.
ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED
IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SET FORTH AND
APPROVED BY THE TOWN OF WAKE FOREST. THE CONTRACTOR IS RESPONSIBLE FOR
OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL
REMAIN IN PLACE DURING CONSTRUCTION.
TRAFFIC CONTROLS FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY
SHALL BE PERFORMED IN COMPLIANCE WITH STANDARDS OF THE NCDOT STD.
DRAWINGS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE
ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE ENGINEER AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR
RECORD KEEPING.
THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS
OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK.
ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY
BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF
SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE
CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN
PERMISSION OF THE OWNER.
THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT
LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER
SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT.
ALL GREENWAY SIGNS SHALL BE MOUNTED WITH SIGN EDGE A MINIMUM
OF 3 FEET FROM EDGE OF TRAIL OR AS DIRECTED BY THE CITY.
I�RU�I� C I o
C-5164
�oT To scA�E SMITH AND SANFORD CREEK
MULTI-USE PATH
JOB NUMBERe
0 I 13 I 1028
SHEET NUMBERe
CD-I

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EXISTING
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SAFE
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SEGMENTAL GR,�VITY
RETAINING WALL
4' MAX HEI�HT
ExisTiN� - �
GROUND
2' S' 3' 205'
SI�FWAI.K
SEE
SEE� NoTE
NOTES \ �
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GRAD_F R
POINT
02
20\
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MINo
V ARIES
(D'-6')
EXIST
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T �,� El �l C2
�� STONE
TYPICAL SECTION NO. lA
-L- STA 41 + 25.00 TO STA 42 + 90.00 (LT)
�XISTING
GROUND
2,1
8'
02
EXIST;,'V'G �
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'00'
IDI
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sEE NoT
-L- H E RITAG E LAKE RD
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SEE DETAIL l
_ EXIST
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U
GRADE TO
rHis uNE
TYPICAL SECTION NO. 1
-L- STA 14 + 70.00 TO STA 51 + 63.00 (LT)
-Y6- MULTI-USE PATH
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TYPICAL SECTION NO. 3
-Y6- STA 10 + 00.00 TO STA 11 + 50.00
22'
02
- E DET AlL l
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1 i �is uNc
-Y3-
PARKI N G LOT AN D F UTU RE
FOUNDATION DRIVE EXTENSION
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/6'
El) (Dl) (C2
02
/2'�
GRADE TO THIS UNE � �
SAFETY ,
(SEE PL,
�ocATioN
SE
EXIST/NG NC
GROUND
-Ll-, -L2-, -Yl-, -Y2-, -Y4-, -Y5-, -Y6-
MULTI-USE PATH
�
sEE Nor�
EXIST/NG
GROUND
2a5,
5'
SIDEWALK
� TYPICAL SECTION NO. 5
�
-Y3- STA 12 + 05.00 TO STA 13 + 67.00
NOTE: PAVEMENT SECTION SHOULD ALSO BE USED FOR MARSHALL FARM RD PATCH
PRE�ARED IN �I��-�C 0=1 !�L 0'-0
Kimle -Horn
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NREVe Noee REVISIONe DATFe DRAWN BY. CHECKED BYe �
� ! his documentq together with the concepts and designs presented herein, as an instrument of service, is a� d ����� � at��� ���■
� in ��ended only for 1 he speciflc purpose and client for which it was prepared, Reuse of and improper
�reliance on this document without written authorization and adoption by Kimley-Horn and Associates, lnce � '� - �(� �� I C'� g N �� T H C� R �� I N,� 2 7���o - 3 � 6�
� shallbe withQUt liability to Kiml�y-Horn and AssociatES, Inco �°�° ��x ����� `
copyr�gi�t K�miey-Horn �na Asso��atesa ir�o4 zo i3 PI �ONEo (� I�) 677��2000 �l�Xo (9 19) 677-2050 PE No, F-o io�
�, � ��� , �
1-HlS UNF
TYPICAL SECTION NO. 2
-Ll- STA 10 + 22.00 TO STA 55 + 25.73
-L2- STA 10 + 00.00 TO STA 63 + 31.49
-Yl- STA 10 + 24.94 TO STA 13 + 83.18
-Y2- STA 10 + 00.00 TO STA 10 + 81.97
-Y4- STA 10 + 02 .50 TO STA 17 + 75.31
-Y5- STA 10 + 05.00 TO STA 15 + 52.00
-Y6- STA 11 + 50.00 TO STA 32 + 78.07
-Y7- MULTI-USE PATH
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THis �iNE
TYPICAL SECTION NO. 4
-Y7- STA 10 + 00.00 TO STA 12 + 91.78
i /'
�j o\
- ��XIS�ING
GROUND
TYPICAL SECTIONS
� xisT��NG
GROUND
EXISTING
GROUND
PAVEMENT SCHEDULE
PROP. APPROX. 2' ASPHALT COIyCRETE SURFACE COURSE. TYPE SF9.5A,
C� AT AN AyERAGE RATE OF 220 LBS. PER S0. YD.
PROP. APPROX. 3' ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5B.
C2 AT AN AyERAGE RATE OF l68 LBS. PER SQ. YD. lN T�0 LAYERS.
PROPOSED V�. DEPTH ASPHALT CONCRETE SURFACE COURSE. TYPE S95B. AT
C� IN AYER� NOTALESS TH,4N�5'+ N DEP�H OREGREATER THAIy 2' lly DEP�H.
PROP. APPROX.4' ASPHALT CONCRETE SURFACE COURSE. TYPE ll9.OB.
D� AT AN A►/ERAGE RATE OF 456 LBS. PER S0. YD.
PROPOSED V� DEPTH ASPHALT CONCRETE INTER�IEDIATE COURSE, TYPE
D2 ��9�8• AT,4l�l AyERAGE RATE OF ll4 LBS. PER SQ. YD. PER P DEPTH TO BE
PLACED lly LAYERS NOT LESS THAIy 25' OR GREATER TH,4l�l � lN DEPTH.
PROP. APPROX. 5" ASPHALT COIyCRETE SURFACE COURSE. TYPE B25.OB.
E� AT AN AyERAGE RATE OF 570 LBS. PER SQ. YD.
PROPOSED V� DEPTH ASPHALT CONCRETE BASE COURSE. TYPE B25AB. AT
E2 �N � YER�IyOT LESSFTHAIy 3"OR GREATER THAIy 5.5' N DEPT BE PLACED
J� PROPOSED 6'A6GREGATE BASE COURSE
J2 I PROPOSED AGGREGATE TOPSOIL
P I PR��E COAT AT A RATE OF 0.35 GAL PER S�.YD.
R I PROPOSED 2'-6' CONCRETE CURB �41�D GUTTER
S I PROPOSED 4' CONCRETE SIDEy�ALK
r
PROPOSED CO�PACTED EARTH �IATER/AL
V I��LLING ASPHALT PA►/E�IENT, 3' DEPTH
U I EXISTING PA�E�IENT
NOTES:
1. SEE PLANS FOR SPECIFIC MULTI-USE PATH LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SEE PLAN SHEETS FOR MULTI-USE PATH SUPERELEVATION
TRANSITIONS. (2% MAX SUPERELEVATION)
4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE.
5. VARY BERM WIDTH TO PROVIDE POSITIVE DRAINAGE
(SEE CROSS SECTION SHEETS)
6. 1' BEHIND SIDEWALK WITH ALUMINUM RAILING FROM
-L- STA 47 + 00.00 TO 48 + 75.00 (LT) ABOVE EXISTING CU LVERT
7. USE 3:1 SLOPES WHEN FILL IS LESS THAN 1'
8. RETAIN EXISTING CURB WHERE PRESENT ALONG HERITAGE
LAKE RD
WNERE REQUIRED TO SAWCUT
EXISTING PAVEMENT l 0 /NSTALL
FULL DEPTI-1 PAVEMENT, MILL l'
BEYOND SAWCU� LOCA�TION
PRIOR TO SAWCUTTING EXISTING
PAVEMENT AND INSTALLATION OF
NEW PAVEMENT AND / OR
NEw cuRe ANO �urrERe
�6�MQN
,
� 5' �
�
LTl-USE PATH
DET A/L - GREEIyy�AY SIGI y PLACEMENT
MINa M/LUNG UMITS 2'
/' /' MILL AND OVERLAY
MlN MlN T�� NEW PAVEMENl
TO EXISTING
�,�
NEW PAVEMENI - FULL DEP7-H
�SFF CORRESPONDIN� TYPICAL SECTION
���0/� HL��UIRED PAVEMENT STRUCTURE� V U
SAWCIJT EXISTING
('/-1V EMENT
DETAIL 1- MILLING AND SAWCUT DIMENSIONS
I�RU`l� C I o
PRELI�II�IA�Y PL,��1� � N 0 T T 0 S C A � E
DO N�T USF, POR CONSTRUCTI�N
JOB NUMBERe
C-5164
SMITH AND SANFORD CREEK
MULTI-USE PATH
SHEET NUMBERe
0 I 13 I 1028
CD-2

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DETAIL 1
SPECIAL LATERAL 'V' DITCH
� Not to Scale)
�
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Fill I
Slope
Min. D = 0.5 Ft.
FROM STA. 24 + 00 TO STA. 24 + 35 -Ll- (RT)
FROM STA. 24 + 35 TO STA. 25 + 00 -Ll- (RT)
FROM STA. 34 + 90 TO STA. 35 + 56 -Ll- (RT)
FROM STA. 16 + 00 TO STA. 16 + 50 -L2- (LT)
FROM STA. 15 + 84 TO STA. 16 + 50 -L2- (RT)
FROM STA. 35 + 90 TO STA. 36 + 15 -L2- (LT)
FROM STA. 44 + 50 TO STA. 46 + 50 -L2- (RT)
FROM STA. 53 + 00 TO STA. 55 + 35 -L2- (RT)
FROM STA. 55 + 35 TO STA. 55 + 75 -L2- (RT)
FROM STA. 13 + 00 -Yl- (RT) TO STA. 16 + 00 -Ll- (RT)
DETAIL 6
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground 3.� ,�.1 Ground
D
Min. D= 0.5 Ft. g�
B = 2.0 Ft.
EXISTING >
OR �
PROPOSED
GRADE '
STA. 46 + 30 -L- (LT)
FROM STA. 48 + 68 TO STA. 49 + 16 -L- (LT)
FROM STA. 29 + 00 TO STA. 29 + 50 -Ll- (RT)
DETAIL 8
DITCH BLOCK
( Not to Scale)
� ?'I�
`L' 1.0'
�-$� �
PSRM 2.0'
DI
CL PROPOSED
S = DITCH SLOPE DITCH
STA. 16 + 85 -L2- (LT)
WOODEN STAKE SPACING
PER COIR FIBER MATTING,
SEE DETAIL THIS SHEET
COMPACTED FILL IN 1.0' LI
DETAIL 2
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch 1.0'min• � 1.0'
Grade �,
GEOTEXTI LE
Type of Liner= CLASS 'B' RIP RAP
STA. 35 + 56 -Ll- (RT)
DETAIL 7
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural � ot Fill
Ground �?.� p 3'•`a,��e< Slope
F
� Min. D = 0.5 Ft.
B = 3.0 Ft.
FROM STA. 42 + 54 TO STA. 44 + 50 -L2- (RT)
D ETAI L 9
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground �'.• j n�•.� Ground
d� ''
Geotextile � g Min. D= 1.0 Ft.
Max. d = 1.0 Ft.
When B is >_6.0' B= 6.0 Ft.
Std. No. 876.01
Type of Liner= Class 'B' Rip-Rap
STA. 11 + 00 -Yl- (RT)
INSTALL PLANTINGS PER PLANTING PLAN.
MATfING SHALL NOT BE CUT OR DAMAGED.
INSTALL WOVEN COIR MAT
NEDIA KOIRMAT 900 COIR FIBER
MATTING OR APPROVED EQUAL
ALTERNATE BARE ROOT SEEDLING
PLANTINGS ABOVE BANKFULL
ELEVATION,TYP.
SEE DETAIL THIS SHEET
5' MIN.
/ B ,- VIEW C COMPACTED FILL IN 1.0' LI
5' MIN.
SECTION A-A
DETAIL 4
TOE PROTECTION
( Not to Scale) `Q��et
F
� °i �o'Pe
`L'• �`\�S
Natural
Ground d
� PSRM
d = 1.0 Ft.
Type of Liner= PSRM
FROM STA. 49 + 85 TO STA. 51 + 00 -L- (LT)
FROM STA. 21 + 00 TO STA. 23 + 00 -Ll- (RT)
FROM STA. 40 + 94 TO STA. 42 + 38 -Ll- (RT)
FROM STA. 49 + 00 TO STA. 52 + 00 -Ll- (RT)
FROM STA. 53 + 00 TO STA. 54 + 50 -Ll- (RT)
FROM STA. 35 + 00 TO STA. 35 + 60 -L2- (LT)
FROM STA. 37 + 45 TO STA. 38 + 50 -L2- (RT)
FROM STA. 32 + 15 TO STA. 32 + 96 -Y6- (RT)
Pipe or Ditch
Outlet
A
L
Square Prefoi
Scour Hole (F
(Rip Rap in basin
not shown for clari
DETAIL 5
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 1 0� Fill
Ground �?.� p 3�•`a��e� Slope
F
� Min. D = 0.5 Ft.
B = 2.0 Ft.
FROM STA. 26 + 75 TO STA. 29 + 00 -Ll- (RT)
DETAIL
PREFORMED SCOUR HOLE
*NOT TO SCALE
PLAN VIEW
SECTION A-A
�% PIPE (d = 15" OR 18")
� S�
Op� p
PSRM
INFLOW �
� _ ,�'_
LINER: CLASS B RIPRAP
WITH GEOTEXTILE
MIN. 1' TUCK
STA. 63 + 07 -L2- (RT)
INSTALL BARE ROOT SEEDLING OR LIVE CUTTING BUNDLES
BETWEEN SOIL LIFT LAYERS. DO NOT PUNCTURE OR
DAMAGE COIR FIBER MATTING DURING PLANTING.
2 2
�1
VIEW C
��il,�°�• LIVE CUTTINGS BUNDLES,
�I TYP. SEE DETAIL THIS SHEET
BANKFULL ELEVATION
� - - - - - - - -
� EXISTING OR PROPOSED GRADE
� NON-WOVEN GEOTEXTILE
FILTER FABRIC, TYPE II
SOIL LIFT FOOTER. WRAP A GRADED
MIX OF NCDOT CLASS A RIP RAP, #57
STONE AND SOIL IN NON-WOVEN
GEOTEXTILE FILTER FABRIC AND
COMPACT. SOIL LIFT FOOTER SHALL BE
BELOW GRADE.
�ig�i��i�1;7�
INSTALL LEVEL AND FLUSH
WITH NATURAL GROUND
A
J
B = 4 ft
D= 1.5 ft
W = 4 ft
3�08
BACKFILL MIXTURE
MATERIAL % COMPOSITION
BY VOLUME
2"-12" RIP RAP 40
NATURAL CHANNEL MATERIAL 30
NCDOT NO. 57 STONE 20
HARDWOOD MULCH 10
"' '^� BARE ROOT SEEDLING IN A
�AUM 3-INCH LAYER OF TOPSOIL.
BARE ROOT SEEDLING PLACE
BETWEEN SOIL LIFT LAYERS.
ANGLED UPWARD.
DETAIL NOTES:
1. BARE ROOT SEEDLING SPECIES SHALL BE LIMITED TO RED MAPLE,
SYCAMORE, EASTERN COTTONWOOD, RIVER BIRCH, TULIP POPLAR,
AND COMMON ALDER WITHIN THE VEGETATED SOIL LIFT. SEE
PLANTING PLAN FOR ADDITIONAL INFORMATION.
2. COIR FIBER MATTING SHALL NOT BE PUNCTURED OR TORN TO
PLANT BARE ROOT SEEDLINGS.
3. BARE ROOT SEEDLINGS SHALL ONLY BE PLANTED IN VEGETATED
SOIL LIFT ABOVE THE BANKFULL ELEVATION INDICATED WITHIN THE
PLAN AND PROFILE SHEETS.
4. TOPSOIL SHALL BE PLACED AROUND THE ROOTS TO THE BARE
ROOT SEEDLING PRIOR TO PLACEMENT OF THE TOP SOIL LIFT.
5. BARE ROOT SEEDLING SHALL BE PLANTED AT AN ANGLE TO
PREVENT LEAF CONTACT WITH THE GROUND.
BARE ROOT SEEDLING PLANTING IN SOIL LIFT
NOT TO SCALE
VEGETATED SOIL LIFT
NOT TO SCALE
PRCPARL� IN �I�I-IC 0=1 !CL 0'-0
Kimle -Horn
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NREVe Noee REVISIONe DATFe DRAWN BY. CHECKED BYe �
� ! his documentq together with the concepts and designs presented herein, as an instrument of service, is a� d ����� � at��� ���■
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BURY END OF LOG VANE INTO
CHANNEL BED, l2 K
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HOOK BOULDERS TO
TIE FLAT INTO POINT BAR
ANCHOR LOG BY
PINNING WITH
HEADER ROCK
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PLAN VIEW
'' HEADER LOG
STREAM
BAN K STREAM
. BAN K
.,.
BM D - GRADE
� EXCAVATED POOL
BACKFILL MATERIAL FOOTER LOG
BM W
SECTION A-A
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NAIL FILTER
FABRIC TO
BACK OF L G S
VANE, SEE �
SPECIFICATI NS
BACK ILL
/' MATE IAL
NOTES:
1. REFER TO PROJECT SPECIFICATIONS FOR IN-STREAM
STRUCTURE PLACEMENT, CONSTRUCTION, AND M
ATERIAL REQUIREMENTS.
2. METHODS FOR SECURING LOGS:
*V4" STAINLESS STEEL CABLE
*VL" GALVANIZED REBAR
3. STRUCTURE DIMENSIONS ARE CONTAINED
WITHIN THE IN-STREAM STRUCTURE DATA
TABLE THIS SHEET.
COMPACTED EARTH �
�
STREAM BANK � IZ
CTDCAAA rLJAAIAICI IC�
�� rFILTER FABRIC, _
KW I TYP.
�,1�'LOG VANE ARM
� BACKFILL MATERIAL
LOG VANE
pot ro sc�e
MATfING WOODEN ANCHOR TRENCH
IN TRENCH ON 1' CENTERS
ANCHOR OVERLAP
ON 1' CENTERS
ANCHORS ON
3' CENTERS
DIRECTION OF FLOW
�
� �b" OVERLAY (MIN.)
PLAN VIEW
COIR FIBER MATTING
NOT TO SCALE
BARE ROOT SEEDLING,TYP.
SEE DETAIL THIS SHEET
1.5' O.C. SOIL LIFT PLANTINGS ABOVE BANKFULL ELEVATION
� � SHALL ALTERNATE BETWEEN LIVE CUTTING BUNDLES
AND BARE ROOT SEEDLINGS.
COMPACTED STREAM BED
SECTION B-B
COIR MATTING SEAM.
OVERLAP MATTING b" MIN
� , TRENCH TOP LAYER A
/ BANKFULL ELEVATION OF COIR MATTING "-� ------------- --------------"
-i � . . . . .
STAKE SPACING
PER COIR FIBER
MATTING, SEE 0.75' O.C. � 1.5' O.C. �
LIVE CUTTINGS BUNDLES, TYP. DETAIL THIS SHEET M�' LIFT (TYP.) MAX' LIVE CUTTINGS BUNDLES,
SEE DETAIL THIS SHEET
SEE DETAIL THIS SHEET i,�i i��", i,°i i i", i�"i
LIFT (TYP.) ;; '� I\' ; I � �� �� � TIE TO EXISTING GRADE
NOTE: STAGGER PLACEMENT OF LIVE CUTTING BUNDLES BETWEEN �i i �� ��� ■�i i �� i �� �� ii��
BANKFULL ELEVATION � � � �
ADJACENT VERTICAL BUNDLES TO AVOID "STACKING". ;�\� 'i n� �, n� i n� i n� � �� N� PLANT D�I EPTH UNDLE
SECTION B 1 i h \, h 1, h \, h \, h \, h
LIVE CUTTINGS SPACING - -
NOT TO SCALE
� COTTON OR JUTE TWI�TYP.)
♦' i0 6�
♦ �
�- V4" TO 1" LIV MATERIAL (TYP.)
S i0 4'
DETAIL NOTES:
1.LIVE CUTTING BUNDLE SPECIES SHALL BE
LIMITED TO THAT LISTED WITHIN TABLE 1 OF
THE PLANTING NOTES AND DETAILS ON SHEET 18.
LIVE CUTTINGS DETAIL
NOT TO SCALE
DITCH DETAILS
2" x 2" (nominal)
WOODEN STAKE
�„
2"
2
24"
PRELI�II�IA�Y PL,��1� � N 0 T T 0 S C A � E
DO N�T USF, POR CONSTRUCTI�N
I�RU�I� C I o
JOB NUMBERe
STREAM FLOW
-►
� /� PLAN VIEW
o � LIVE CUTTING BUNDLE
EXPOSED LENGTH
BARE ROOT SEEDLING, SEE
DETAIL THIS SHEET
C-5164
SMITH AND SANFORD CREEK
MULTI-USE PATH
SHEET NUMBERe
0 I 13 I 1028
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BOLLARD NOTES:
l. BOLLARD POSTS AT INTERSECTIONS TO BE REFLECTORIZED.
2. BOLLARD PLACEMENr OFFSET FROM INrERSECTIONS /S A MlNIMUM
OF 5 FEET.
3. BOLLARD AND SIGNS TO BE INSTALLED BY THE CONTRACTOR.
4. CONTRACTOR MAY PROVIDE ALTERNATE BOLLARD DESIGN AS
APPROVED BY THE TOWN.
� VyELDED CAP 2"X6" COMPOSITE
� STEE� DOME �i��0�', W�LD�D WOOD RUBRAIL
TO TOP OF BO�.I_ARD SEE BLOW-UP FOR
0.5' S.0' 5.0' 0.5' � 2�2" r�2" CONNECTION DETAILS � � EXl TING
VARIES VARIES 2" �"2" 2,1 I 2„ YEL�OW REFLECTIVE TAPE, GUARDRAiL
/
3" WIDE AND 6" FROM _ �
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FlX H�NGED FlX WASHFR
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�� BOLLARD BOLLARD BOLLARD Hl-VlSIBILITY YELLOW I N I �
I - BUTTON � ��j.
I I I rr � FIXED, 4" DIAMETER, f��EAD BOLT
� �� l"DlA STEEL ROD HINGE PlN I I � STEE� PIPE BO�LARD 3�_��� I I I�
I � I I ° �' �
TY P I C A� B O� �A R U �' �A C� M� N T 3� " DlA ST EEL ROD LOCKING LUG I I
� HOLE.ORILLED FOR PADLOCK HASP I I �v
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3/ " STEEL BASE PLATE-DRILLED I I
� T��,a�l F�����HF;:; =�ka���
FOR ANCHOR BOLTS
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c O I ��ia i P i4�"�^'' `V�PI�i$i�.. ;:,�t 4��P�i�L � � [ �. — _ — _ —I I I
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DlA ANCHOR o ,,...:: �:_..,:,n..:_,...-_ ..� ` ; I-1I I-1II-11I- c��
BOLLARD ° BOLTS-D. l2" � � f�i �-f'I I�=1 I 1-11�1-11�1-(f I�=f I i'=1 �I'I �� �� ; �� I I I-1 I I-1 I i- WOOD RUBRAIL
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D `
D D L �r�
TH ° r , 1
o � �� � NOTES:
° � � >> � l. RUBRAIL CONNECTION TO EXISTING GUARDRAIL MUST CONFORM TO NCDOT
f' STANDARDS. REFER TO NCDOT STD DW� 862.02 FOR ADDITIONAL INFORMATION.
H I N G� I� b O L�A R D F I X F I� F3 O � I A R D 2. REFER TO PLANS FOR RUBRAIL LOCAT IONS.
TYPIC,!�I f�C)� I,!���� M�f �I�II�� L.���� AI I_
�-` BOLLARD DETAILS
� � � COMPOSITE WOOD RUBRAIL DETAIL
�� N�7� 1�J SCA�E �� NO��� I��C� SCA�E
�
REMOVE AND RESET �
EXISTING RlP RAP CONCRET� DRIVEWAY APRON
2' S' S' 2' WITH 6" MINIMUM THICI�NESS
�vy EXPANSION
, o0�`JJ�o��� �o0ov oUoa-� .., �2" EXPANSION
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�o O o Opo O o O � ASPHALT �
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TF�AI�
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ASPHALT ' i � � ' �- - - - � �-� - -
ASPHALT �
MULTI-USE � ' ' ' � c � � COIUiI�ACTE[� BACI<FIL�
i � � MULTI-U�
PATH � � � � � � � � PATI-1 ��� ABC �� �
� � ; ; � i,'�-'� 6° GRADE To 5° r ,,,, � TYPICAL SECTION
, , , T�-iis �iNE �/� �,�PANSi � N
�oiNTs
�Q�°oQo�Q°Qo�Q°oQoO�°o�o P,EMOVE AND f;��SF��7 6x6x10 WELDED Wll?E SET � I �
B�a o� Q�� o� °�O �a� �� � EXIST/NG RlP RAP SET 2" BELOW SURFACE I I I
oDgoo 0o J000tt SDEWALK* *RE�CR TO P�ANS �OR SI�� WA�K �OCATIONS
�-�� 0�8� 0�8����-�°� S E C TI 0 N B— B I I I
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� 5' 5' S' 5' S' S'
l0' SPILLWAY � � -�
� MINIMUM
4L,
PLAN VI E�N �� �� RA��us
REMOVE
AND RESET
CXIST lNG
RlP RAP � �
l0' SPILLW AY
ExisTiN� �
5' S' 5' S' S' 5' GROUND GRADE 4" CONC
� POINT — EXIS I ING CIJRB 8c �
� 02 � 02 EXrANSION
NOTC:
� �/ �/ g/ � � p - - � � GUTTER (TYPICAL) JOINT (IYP.)
� ����� ���` CURL SI-IA�I LE TAPERED TO FIi�ISH ��J�� WIT!�� SIDEWA��<.
�� � ° °°�° � � PLAN VIEW
�2 ° EXPANSION �� ' 6-� - GRADE TO 6�� ��
JOINT (TYPJ GEOTEXTILE 6" ABC TH/S LINE
FABRIC
SECTION A— A 6x6�i4 wF�aFn wiRE sET-
� REFER TO PROFILE FOR PROPOSED APPROACH GRADEo SET 2" BELOW SURFACE
No-rES� SECTION C—C
io coNSTRUCT �ROO�iN� A�oN� coNCRETE sPi��wAY PER C 0 N C R ET E S P I � L WAY T R A I � � S TA N D A R D T R A I L D R I V E W AY A P R 0 N
NCDOT STANDARDS SECTION 420 FOR GROOVING BRIDGE FLOORSa � ��
PRE�ARED IN �I�I-IC O��iCE O���o PROJ�C I o
Kimle -Horn �-5164
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RE�eN°ee RE��S�°Ne �ATFe °RAWN BY: �HE�KE° BYe ' CONSTRUCTION DETAI LS ��ELI�II�IA�Y ��,��v� NoT To scA,_E SMITH AND SANFORD CREEK
_ a n d As s o c i at e s� � n C. °° N�T °SF r°R �°NSTR°�T`�� M U L T I— U S E P A T H
1. his documentq together with the concepts and designs presented herein, as an instrument of service, is
in ��ended only for 1 he speciflc purpose and client for which it was prepared, Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, lnce � '� �(� �� I C'� N �� T H C� R �� I N,� 2 7���o - 3 � 6�
shallbe without liability to Kiml�y-Horn and AssociatES, Inco �°�° ���` �30�`� - 9 ` �o� NuMBE�e sHEET NuMaERe
copyr�gi�t K�miey-Horn �na Asso��atesa ir�o4 zo i3 PI �ONEo (� I�) 677��2000 �l�Xo (9 19) 677-2050 PE No, F-o �o� 0 I 13 � I028 CD-4

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BRIDGE AND CULVERT EROSION CONTROL PHASING:
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IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING.
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� intended only for the speciflc purpose and cllent for whlch lt was prepared, Reuse of and improper
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0 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
'" CLEARING AND GRUBBING IS PERFORMED.
—� 2. CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED
— GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
�— �E 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING.
4. AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL
DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
� SEEDING, AND MULCH TO MAINTAIN A VIGOROUS, DENSE, VEGETATIVE COVER.
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BRIDGE AND CULVERT EROSION CONTROL PHASING:
~ m l Z 28 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
�y� OR FORMERLY CLEARING AND GRUBBING IS PERFORMED.
� STATE 0 TH CAROLINA 2. CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED
, � ' 20, ���, � � BM 2001 P 1b� GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
I � SEWERj �A$; � � PIN 1840628697 � IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
\ � � � j; ` � 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
I i' ` 81 DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING.
' '� 81` _el 4. AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL
., \ I � al �g� DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
�.�`` I; � �81 ` �� �� SEEDING, AND MULCH TO MAINTAIN A VIGOROUS, DENSE, VEGETATIVE COVER.
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H RIZ P�o�ECTo
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Y SMITH AND SANFORD CREEK
RE�eNo.e RE��s�o�e oATEe oRAWN BYe ��E�KEO BYe � EROSION CONTROL PLAN ���'����"�� ��'���
DO NOT U§� F�R �o�STRU�T��n G R E E NWAY
This document, together with the concepts and designs presented herein, as an instrument of service, is a,� ���� � a,t�j�� ��■ VERT
fntended only for the speci Flc purpose and cllent for whlch lt was prepared, Reuse of and improper
� 0 4
reliance on this document without writTen authorization and adoption b_y Kimley-Horn and Associatesg Ince � — � � � �� � � �� � R � � � � � � � � � � �� ( � � � _ � � � �
shall be wfthout liabil°ty to Klmley-Horn and Associates, Inc, �°�° g� X �� �� � � � � �oa NuM�ERe sHEET NuM�cRe
co�yr�gnt K�miey-No�-n �na As�o��atesy in�,s zo i3 PHONE� (9 I 9) 677-2000 F/�Xo (9 I 9) 677-2050 �E Noo �-o ioz 0 I I3 I I028 EC- I I

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CONST RUCT lON SEQUENCE
CONSTRUCTION SPECIFICATIONS
l. Hold preconstructlon conference at least one week prlor to stortlnq constructlon
and invite NCDEMLR LQS contact number Is �9/9J 79/-4200e
2e Flag the work llmlts for protectlon,
3o Prlor to any /and dlsturbing (Inc/uding demo/itfon) acfivitfes97nsta// si/t/tree
protectTon fence9 constructlon entrance, temporary stream crossings, and all other
eroslon contro/ devices.
4. /n accordance with the erosion contro/ p/ons, grade tral/, insta// crossplpeso and
p/ace reinforced si/t fence as showne P/oce additlona/ eroslon contro/ mattTng and
stabillze 2al slopes os indicoteda Modify silt fence plocement around trofl and outlets
as necessory, p/ace sl/t fence around a// temporary crossings and cu/verts as neededa
5a Complete final grading for trall,
6a Flnlsh qrading of s/opes, topsol/ crltica/ areas and permanent/y vegetate, seed
and mulch,
7. All graded areas will be seededq fertllized ond mulched occording to NCDOT
speclflcatlons to malntaTn a vigorous, dense9 ve�etative cover withTn 7 to /4 days
or sooner of completlon of any phose of qrodingo Refer to the lotest NPDES
Rules dated August 20/l for more Informatlon on ground stabillzat7on
requirements. ln summar� y, perlmeter dlkes, swa/esp oltches, slopes steeper than
3:19 and hlgh quallty IHQW) zones should be sfablllzed withTn 7 days, All other
areas and slopes shall be stabfllzed withln l4 days. lf work on the pro�ect
ceases for more thon the above mentloned length of tlme9 all dlsturbed areas
sholl have temporary vegetative ground cover establlshed ond erosion control
devices maintolned.
8e A// erosion and sedlment contro/ practices wi// be Inspected week/y and
after ralnfall events. Needed repalrs will be made Immedlately,
9, Estlmated tlme before flnol stablllzatlon Is l8 months,
/0, Slte Inc/udes opproxlmate/y //,80 ocres of permanent vegetotlon area.
ll, AFTER SITE lS STABILlZED9 construction entrances, and construction stagTng
and materlal area stockplle areas9 and all other eroslon control devices shall be
removed, restored as existing, ond permanently vegetated as descrlbed In the
malntenance and vegetative plane
Contractor must receive permisslon by pro�ect Inspector before any measures are
removed.
MAINTENANCE
Follow the constructfon sequence throuqhouf pro�ect development, Adequate eroslon
and sedlmenf control measures must be installed, malntained and ad�usted os needed
during the demo/ltlon or c/earing and grubbing phases as we// as throughout the /Ife of
ond untll permonent vegetatlon on the proJect Is establlshed.When chonges In
constructlon activitles are needed9 omend the sequence schedule In advance to
molntain management contro/,
Notlflcatlon of Land Resources Sedlment and Eroslon Control Self -lnspectlon Programe
The Sedlmentation Pollution Control Act was amended in 2006 to require that
persons responsl6/e for land-dlsturbing actTvitles Tnspect a proJect ofter eoch
phase of the pro�ect to make sure that the approved eroslon ond sedlmentatlon
control plan Is being followed. Rules detailing fhe documentatlon of these
Inspectlons took effect October l9 20/0. The self -Inspectlon program Is separote
from the weekly self -monitorinq progrom of the NPDES Stormwater Permlt for
Constructlon Activitles, The focus of the self -Inspectlon report is the Tnstallatlon
and malntenance of eroslon and sedlmentatlon control measures according to the
approved plan. The Inspectlons must be conducted after each phase of the
pro�ect, and contlnue untll permanent ground cover Is estobllshed fn accordance
with NCGS //3A-54./ and /5A NCAC 4Ba0/3/. The Se/f -/nspectlon Report form
Is avallable as an Excel spreadsheet from
http: //wwwancdenreqov/web/quest
lf you have questlons or cannot access the form9 please contact NCDEMLR
Dlvislon of Land Resources at l9/9J 79/-4200.
MAINT ENANCE PLAN
l, The Contractor shall check all eroslon and sedlment
control practices for stablllty and operatlon followinq every
runoff producing ralnfall but ln no case less than once every
week. Any needed repalrs will be mode Immediately by the
Contractor to malntoin all practices as deslqned, Also per
Natlona/ Po//utant Discharge E/lm/nafion System (NPDES)
general stormwater permlt, a rain gauge must be Installed
on slte. The raln qauge must be kept onsite and Inspectfons
by the Contractor must be made and logged after every half
inch of rainfall and once a week,
2e The Contractor shall remove sedTment from eroslon control
devices when storage capacity has been approxlmately 50%
fIlled. Gravel will be cleaned or replaced when the
sedlment pools no longer drolns properlye
3a The Contractor shall remove sedlment from behind silt
fence when It becomes 0.5 feet deep at the
fence, SIIt fence will be repalred as necessary
to maintaln a barrlero
4, The Contractor sha// fertl/lze, reseed as necessary, and
mu/ch a// seeded areas according to speclflcatlons In the
vegetative plan to malntaln a vigorous9 dense vegetative
cover.
5, The Contractor shall provide ground cover on exposed slopes
or other areas withln 7 to l4 days or sooner of completlon
of any phase of gradinge Refer to the /atest NPDES Ru/es
doted August 20/l for more informatlon on ground stabfllzatlon
requirements. Permanent ground cover Is to be provided for
all dlsturbed areas withln 7 to l4 days or sooner followinq
completlon of constructTon or development,
6, The Town of Vyake Forest contact Is Holly Miller, P,E, (9/9J 435-9443
� REVe Noa: REVISIONa DATEe DRAWN BY: CHECKED BY:
\ This document, together with the concepts and designs presented herein, as an instrument of service, is
� lntended only For the speciflc purpose and client for which lt was prepared, Reuse of and fmproper
�reliance on this document without written authorization and adop�����ion by Kimley-Horn and Associates, Inca
� shall be without liability to Kimley-Horn and Associates, Inc,
Copyrlght Kimley-Horn and Associates, Ince, 20 13
RlP RAP (6e15)
CONSTRUCTION SPECIFICATIONS
Subgrade Preparatlon - Prepare the subgrade for rlprap and f1/ter to the required
/lnes and grades shown on the p/ansa Compact any fi// required In the subgrade
to a denslty opproxlmotlng that of the surrounding undlsturbed materla/ or overfl//
depresslons with rlprap, Remove brush, trees, stumps and other ob�ectlonol
materTal, Cut the subgrade sufficlently deep that the fInlshed grade of the rlprap
wi// be at the e/evatlon of the surrounding area. Channe/s shou/d be excavoted
sufflclently to allow placement of the rlprap in a manner such that the flnlshed
Inside dlmenslons and grade of the rlprap meet design speclflcatlons,
Sand and qravel fllter blanket - Place the fllter blanket Immedlately after the qround
foundatlon is prepared. For gravel, spread fllter stone In a unlform layer to the
speclfied depth, Where more than one layer of filter material is used, spread the
layers with minlmal mlxing.
Synthetic filter fabrlc - Place the cloth fIlter directly on the prepared foundation,
Overlap the edges by ot least l2 Inches, and space anchor pins ever� 3 ft along
the overlape Bury the upstream end of the cloth a minimum of l2 inches below
ground and where necessary9 bury the lower end of the cloth or overlap with the
next sectlon as required. Take care not to damage the c/oth when p/acing rlprapo
/f damaqe occurs remove the rlprap and repalr the sheet by adding another /ayer
of fIlter materlal with a minlmum overlap of l2 Inches around the damaged area.
lf extenslve damage Is suspected, remove and replace the entlre sheet.
Vyhere larqe stones are used or machlne placement Is dlfflcult, a 4-Inch loyer of
fine gravel or sand may be needed to protect the f1/ter cloth.
Stone Placement - Placement of rlprap should follow immedlately after placement
of the fl/ter. P/ace rlprap so that If forms a dense9 we//-groded mass of stone with
a minlmum of voldso The deslred dlsbrlbution of stones throughout fhe mass may
be obtalned by selective loadlnq at the quarry and controlled dumping during
flna/ p/ocement. P/ace rlprap to its fu// th/ckness ln one operotlon. Do not p/ace
rlprap by dumping through chutes or other methods that cause segregotlon of
stone sfzesa Take care not to dIslodge the underlyTng base or fTlter when placfng
the stonese
The flnlshed s/ope shou/d be free of pockets of sma// stone or c/usters of /arge
stonese Hand p/aclnq may be necessary to ochleve the proper dlstrlbutlon of
stone sizes to produce o re/ative/y smooth, unlform surfacea The flnished qrade
of the rlprap shou/d b/end wifh the surrounding oreo, No overfa// or protrusion of
rlprap should be apparent,
MAINTENANCE
lnspect channels at reqular intervals as well as after ma�or ralns, and make repairs
promptly, Give special attentlon to the outlet ond Inlet sections and other points
where concentrated flow enters. Carefully check stab7/Ity at rood crossings and
look for Indlcotlons of plping, scour holes9 0� bank fa1/ures. Make repalrs
Immediatelye Malntaln all vegetatlon od�ocent to the channel In o healthy,
vigorous condltlon to protect the area from eroslon and scour during out-of -bank
f/ow� Contro/ of weed and brush growth may be needed ln some /ocatlons.
LAND GRADING 16002�
CONSTRUCTION SPECIFICATIONS
l. Construct and molntaln all eroslon and sedlmentatlon control practices and
measures In accordance with the approved sedlmentatlon contro/ p/an and
constructlon schedu/ee
2. Remove �ood topsoll from areas to be graded and fIlledp and preserve
It for use in flnlshlnq the grading of all crltical areaso
3. Scarify areas to be topsolled to a minimum depth of 2 Inches before
placTng topsoile
4, Clear and grub areas to be fIlled to remove trees9 vegetaflono rootso or
other obJectlonable materlol that would affect the planned stoblllty of the flll.
5, Ensure that fi// materfa/ is free of brush9 rubblsh9 rocks9 /ogs9 stumps9
bu1/ding debrls, ond other moterla/s Inapproprlate for constructing stob/e fl//sa
6, Place oll f1/l In loyers not to exceed 9 Inches In thlckness, and compoct
the layers as required to reduce eroslon, sllppage9 settlement, or other
related problemse
7o Do not Incorporate frozen moterlol or soft or hfghly compressl6/e
materla/s Into fl// s/opes,
8e Do not ploce f1/l on a frozen foundatlon, due to possl6/e subsldence and
sllppage.
9, Keep diversions and other water conveyance measures free of sediment
during oll phases of development.
lOo Handle seeps or springs encountered durinq constructlon Tn accordance
with approved methods.
lla Permanently stabillze all groded areas Immediately after fTnal grading Is
comp/eted on each area In the grading p/ana App/y temporary stabi/lzatlon
measures on a// graded areos when work Is to be lnterrupted or de/ayed for
7-14 working days or longer.
/2a Show topsol/ stockp7/es, borrow areas, and spol/ areas on the P/ans, and
make sure they are adequately protected from eroslon, lnclude final
stabilizatlon of these areas in the plan,
MAiNrENANcE
Periodlcally check all graded areas and the supportlnq eroslon and
sedlmentatlon contro/ practices9 especla//y after heavy rainfa//s. Prompt/y
remove all sedTment from dlverslon and other water-dlsposal practices, lf
washouts or breaks occur, repalr them Immedlately. Prompt
molntenance of small eroded areos before they become slgnlflcant gullles
is on essentia/ part of an effective erosion and sedlmentatlon contro/ p/an.
°REPARED IN THE OFFICE OFo
Kimle -Horn
y
and Associates, Inc.
PoOo BOX 33008 - RQ�EIGH9 NORTH CQRO�INQ 2763C-3008
PHONEo (9 I 9) 677-2000 �AXo (9 I 9) 677-2050 PE No, F-o ioz
CONSTRUCTION SPECIFICATIONS
GRASS —LINED CHANNELS �6030�
Ma�NTENANcE
/. Remove a// trees, brush, stumps> and other ob�ectlonab/e During the estab/lshment perlod> check grass-/Ined channe/s after
materla/ from the foundatlon area and dlspose of proper/y. every ralnfa//a After grass Is estab/Ished> perlodlco//y check the
channel9 check it after every heavy ralnfall event. lmmediately
2. Excovate the channe/ and shape lt to neot /Ines ond make repalrs, /t ls porticu/ar/y Important to check the channe/
dimensions shown on the plans plus o 0.2-ft overcuf around outlet and all road crosslnqs for bank stabillty and evidence of
the channe/ perlmeter to a//ow for bu/klnq during seedbed piping or scour ho/ese Remove o// signlflcant sediment accumu/ations
preparotions ond sod bui/dup, to maintaln the deslgned carryln� capaclty. Keep the grass ln a
hea/thy, vigorous condition at a// times, since it ls the primary
3. Remove and proper/y dTspose of a// excess sol/ so that erosion protectlon for the channe/.
surface water may enter the channel freely.
4, The procedure used to establlsh qrass In the channel will
depend upon the severlty of the conditions and selectlon of specles,
Protect the chonne/ with mu/ch or a temporary /lner sufflclent to
withstand anticTpated velocltfes during the establlshment period.
VEGErAriVE PLAN
SEEDING SCHEDULE
Shoulders, Slde Dltches, Slopes f3e11
Dote Type Planting Rate
Auge l5-Nov. l Toll Fescue 250 /bs./ocre
Nov. l-Mar. l Toll Fescue 250 /bs./acre
& AbruzzT Rye 25 /bs./ocre
Mar. l-Apr, l5 Toll Fescue 250 /bs./acre
Apr. l5-Juno l5 Hulled Common Bermudaqrass l2 /bs./acre
June l5 -Aug. l5 Tall Fescue 250 /bs,/acre
& Browntop Millet �=X 35 /bse/acre
or Sorghum-Sudan Hybrids M�� 30 /bse/acre
Slopes �39/ to 2:1J
Mar. l-Juno l Serlcea Lespedeza �scarlfled) 50 /bs./acre
� and
(Mar, l-Apre l5) Add Tall Fescue 250 /bs,/acre
(Maro l-Jun. 30J or Add Weepinq Lovegrass 5/bs./ocre
(Mar, l-Jun. 301 or Add Hulled Common Bermudagrass 8/bs./acre
Juno l-Sep. l Tall Fescue *XM 250 /bs./acre
& Browntop Millet MMX 35 /bs./acre
or Sorghum-Sudan Hybrlds ��M 30 /bs,/ocre
Sep< l-Mar> l Serlcea Lespedeza
(unhulled-unscarlfledl 70 /bs,/acre
& Tall Fescue 250 /bs./acre
�Nove l-Mar, l) Add Abruzzi Rye 25 /bs./acre
Consult Conservatlon EngTneer or SoII Conservat7on Service
for addltlonal Informatlon concernlnq other alternatives for
vegetatlon of denude� areas. The above vegetatlon rates are
�hose whlch do we// under /oco/ condltionse other seeding rote
combinatlons ore possible.
MM� Temporary.- Reseed occording to optTmum season for
desired permanent vegetotlon. Do not a//ow temporary cover to
grow over /2 Inches �ln height before mowinq. otherwise9 fescue
may be shaded outa
(NCDENR 60/l�
SEEDIN� SPECIFICATIONS
/) After rough groding Is comp/efed, tI// so1/ ln areas to be
seeded and planted to a depth of sIx Inches.
21 Apply agrTcultural llme> fertTllzer, and superphosphate to
dlsturbed areas to be vegetated,
90 /bsa llmestone/1000 sqo ft, (2 tons/ocre) or based on so1/
test
35 /bs. l0-10-10 fertlllzer/1000 sq. fta 11500 /bs/acreJ
40 /bs. 50% superphosphate/1000 sqe ft. (1750 /bs/acrel
3) Dlsk nutrlents Into soi/ to a depth of slx lnches unt//
surface ls unlform and free of large dirt clods.
4) Seeding permanent gross.
3.0 /bs. KY-3/ tall fescue/1000 sq. ft. (l30 /bs./acre) during
February l5 through May l5 or August l5 through
November l5.
-OR -
3.0 /bs. KY-3/ toll fescue and 2.0 /bs. annual ryegrass/1000
sqo ft. durTng November l5 throuqh February l5.
�� Mulch seeded orea with small graln straw at 90 /bs/1000
sq. fto (2 tons/acreJ. Spread unlformly, Approxlmotely%2
of qround surface should be vislble to avold blocklnq
sunllqht to seedllnqs, On areas where the ground
surface equals or exceeds a 3:l slope, and In the Inverts
of oll dralnage swales, tack mulch with asphalt emulslon
at a rate of 450 gallons emulslon per acre of straw.
6) Mulch around shubbery and trees with pine sfraw to depfh
of 3 Inches.
7J Temporary cover
l,0 /bse brown top mIllet/1000 sqe ft. May through August 25.
-OR -
T OPSOIUNG (6e04)
CONSTRUCTION SPECIFICATIONS
MAlER/ALS
Determine whether the quallty ond quantlty of avallable topsoll fustlfles selective
hand/Ing, Qua/lty topsoi/ has the fo//owing characterlstics:
Texture -/oam, sandy /oamo and sl/t /oam are best9 sandy c/ay /oam9 S�ity �ioy
loam, clay loam, and loamy sand are falr, Do not use heavy clay and organlc
solls such as peat or muck os topsoll.
Orqanlc matter content -(sometlmes referred to as "humlc matter") shou/d be
greoter than l.5% by weight.
Acldlty - pH shou/d be greater fhan 3.6 before /Iminq, and /Iminq Is requlred if
It Ts less than 6,Oe
Soluble salts - should be less than 500 ppme
Sodium - sodlum adsorptlon ratlo should be less thon l2a
The depth of moterlal meetlnq the above quallflcatlons should be at least 2 Inches
Soil factors such as rock fragments, slope, depth to water table, and layer
thlckness affect the ease of excavatlon and spreading of topsoll.
Generally, the upper part of the soIl, whlch Is rlchest Tn organTc motter, is most
desirable9 however9 materlal excavated from deeper layers may be worth storing
if it meets the other criterla listed above.
Organlc soils such as mucks and peots do not make good topsoil. They con be
identTfled by thelr extreme/y /lght welght when dry.
ST RIPPING
Strlp topsoll only from those areas that will be dfsturbed by excavatTon, fllling,
roodbul/dlnq,or compactlon by equlpmente A 4 to 6-Inch strippinq depth Is common,
but depth varies depending on the site, Determine depth of stripping by taking
so1/ cores at severo/ /ocatlons withln each area to be strlpped. Topsol/ depth
generally varles olong o gradlent from hIlltop to toe of the slopea Put sedlment
basins, diversions, and other controls into place before strlpping.
STOCKPILING
Se/ect stockpf/e /ocatlon to avofd s/opes and natura/ drafnageways9 avoiding
troffic routes, On large sltes9 respreadinq Is easler and more economlcal when
topsoll Is stockplled ln small pIles located near areas where they will be used.
All stockplle areas used shall be stabillzed with silt fence and seeded per the
latest NPDES rules.
Sediment barrlers - Use sediment fences or other barrlers where necessary to
retain sedlment.
EROSION CONTROL
DETAILS
PRELI�1-II�1�1RY PLr1�1�
DO N�T USE FOR CONSTRUCTION
Temporary seedlnq - Protect topsoll stockplles by temporarTly seeding per
the latest NPDES rulese
Permanent vegetatlon -/f stockpl/es wi// not be used withln /2 months they
must be stobllized with permanent vegetatlon to control erosion ond weed
growtho
SITE PREPARATION
Before spreading topsoilp establish eroslon and sedlmentatlon control practices
such as dlverslons, berms, dlkes, waterways, and sedlment baslns.
Grading - Malntain grades on the areos to be topsolled according to the
approved plan and do not alter them by adding topsoll.
Llming of subsoll - Vyhere the pH of the exlsting subsoil ls 6v0 or less, or the
soIl 1s composed of heavy clays9lncorporate agrlcultural llmestone In amounts
recommended by soIl tests or speclfled for the seeding mlxture to be used.
lncorporate llme to o depth of at least 2 Inches by disking,
Roughening - lmmedlately prlor to spreading the topsoll. loosen the subgrade
by diskin� or scorlfying to o depth of ot least 4 Inches, to ensure bonding of
the topsoil and subsoil. lf no amendments have been Incorporoted9 /oosen
the so1/ to a depth of ot least 6 Tnches before spreading topsoil,
SPREADING TOPSOIL
Do not spread topsoll whlle It Is frozen or muddy or when subgrade Is
wet or frozena Correct any Irregularltles In the surface that result from
topsoiling or other operatlons to prevent the formoffon of depresslons or
water pockets.
Compact the topsoll enough to ensure �ood contact with the underlying soil>
but avofd excesslve compactlon, as It increases runoff and Inhlbits seed
qerminatlono Light packing with a ro//er ls recommended where
hlgh-maintenance turf Is to be estobllsheda
On slopes and areas that will not be mowed, the surface may be left rouqh
ofter spreadTng topsoll. A disk moy be used to promote bondinq at the Interfoce
between topsoll and subsoll,
After topsoi/ app/Icatlon, fo//oW procedure for seedbed preparatlon, tokinq care
to avoid excessive mixing of topsoil Into the subsoil,
�ROJECT�
C-5164
NoT To scA�E SMITH AND SANFORD CREEK
MULTI-USE PATH
JQd NUMG3ERe
0 I 13 I 1028
SHEET NUMBERe
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_ g°—o�� MAxiMUM � HARDWARE CLOTH AND GRAVEL INLET PROTECTION DETAIL (6.51)
VARIAB�E AS DIRECTED BY THE ENGINEEP
CONST RUCT lON SPECIFICAT IONS
l. As synthetic fab�ic, use a previous sheet of nylon, polyester, or ethylene ya�n - extra st�ength
� �_ SI�T �ENCE FABRIC � (50 /b/linch minimumJ - thatcontains ultrovioletray inhibitors and stobilizers. Fabric should be
M I N I M U M 1 0 G A U G E ` I N S T A�� E D T 0 S E C 0 N D sufficlent/y porous to provi de odequate drainoge of the temporory sediment poo/. Burlop may be
� I N E W I R E S W I R E F R 0 M T 0 P M I N I M U M 1 2 ��2 G A U G C used for short -term applicotions. lt must be reploced every 60 days.
\ I N TE R M E D I A TE WI R E S 2. Cut fab�ic from o continuous roll to eliminate joints.
i 3. For stakes, use 5-foot steel posts.
G R a D E 4. Spoce stakes evenly oround the perimeter of the inlet o maximum of 4 ft apart, and securely
� . _ . _ i t m int t n im 4 i h
=1I 1=1 I I-I I I-I I I I I I-I I1=1 I I I I 1=1 I I I I 1=1I 1=1 I I-I I I I I I-I I 1=1I I-I11=1 I I-I I1=1 I1=1 I 1=1 I I I I 1=1I I I I 1=1 I I I I1=1 I I-I I1=1I I 1=1I1=1 I I-I I I- i' drive he ° o he grou d. approx' ately 2°nc es deep.
"' -� � �-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I.-1 I I-1 I I-1 I I-1 I I-1 I I-1 I 1=1 I 1-1 I 1-1 I 1-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I 1=1 I 1=1 I I I I 1=1 I i-"'- 5 Place o 2 foot
-1I I I I 1-" -' � I-1 I I I-1 �'� . flap of Wire mesh under the gravel for onchoring.
' I-1 I I- -I I I I I �"
IIII II�I 6. Fosten fabric securely to the stokes and frome. Joints must be overlopped to the next stake.
I III� FR 0N T VI E W �� 7. The top of the frame and fabrlc must be we// be/ow the ground e/evatlon downs/ope from
II_I I =11 I III the drop Inlet to keep runoff from bypossing the Inlet. lt may be necessory to bu1/d a temporory
dike on the down slope slde of the st�ucture to prevent bypass flow. Mate�lol from within the STANDARDIZED METAL
IIII I I� I_III I III sedlment pool moy be used for diking. POSTS 2'-0" lN GROUND
���� ��� ���� - ����
-I I I-ITi= �i=iTi=i � 8. °57 woshed stone sholl be pold for at the contract unit p�lce per ton
"Sediment Control Stone.,,
STEEL POST
WOVEN WI;�E �ABRIC MAINTENANCE
lnspectthe fab�ic barrier ofter each �oin and make repoirs os needed.
� SI�T �ENCE �ABRIC GALVANIZED HARDWARE WIRE
Remove sediment from the pool areo as necessary to provide odequote storoge volume for the EXTENDS 2 FEET ON �ROUND
z
next rain. Toke care not to domage or undercut the fabric during sediment removal. lN "L" SHAPE AS SHOWN
NOTE: ° o
USE SI�T �ENCE ON�Y WHEN DRAINAGE AREA ;� � �II. I_ SI. OI�E
�
DOES NOT ExCEED 1�4 ACRE AND NEVER IN �� z MErA� Posr
� � �OR REPAIR OF SI�T �ENCE FAI�URES
AREAS OF CONCENTRATED F�OW. _ ,�:-':°:i�>:;�' ���
� /��_ ��;;:;;�'� l_1SE I�EIN�ORCED SI�T �ENCE OUT�ET DL i AI� o
-�-rT; :-�,:;-;. _ G R A D E �� � o 0
=1 I�� -� � �-i I 1=1 I-r' 0 8
� ��- 6" MINIMUM COVER � o
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'�li I 111='= 111- �/4"HARDWARE � �� �g
II 111--111= � OVER SKIRT � 2' ��o� � �
o I I 1=1 �.- 3� CLOT H n •
111=
II � �ANCHOR SKIRT AS — °`� � �
N �57 STONE °
IIII III� DIRECTLD BY F.I�GINEER %k �� � � �
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o �
IIII IIII � 2 ^o °��CA � �o � —�
0 Q�
''='i i i=i i �! �� Q�/ �6 � ° � 0 V
SIDE VIEW � i � �� �$ � o�°
—� �� o � o
��cn��oa000 0 0 o��cc��c�cso�
STANDARD TEMPORARY SILT FENCE 2� 2 — — �
#57 VyASHED STONE PLACED
TO A HEIGHT OF l2"-l8" M�N.
ABOVE TOP OF BOX
�
FILTER C�� 1 INCH DIAMETER \ o
� o o p roo 00000 0 00 00 00 00 0 0 0
� 57 WASHED STONE �°�°�°��°�o °o��'�op� ��nO��o�' � o�o�oo°��d'8o,o-.po �o$ o
oo° 0 0�� 8 0 � o°�°aoo�o o i�`� p g� 0 0 p$ Q� p�o � O�OUo -r ��o0� 0
oOO�oO �o a��O°OoO� �pOoo \ Voa o�o�� l0'O.C.MAXIMUM
00 0 o O o 0 0°800° o ���.,
��o a� 1� o0 0� o � o oa� VARIABLE AS DIRECTED BY THE ENGINEER STEEL POST
NOTE: p��o I o � o0 0 0
SILT FENCI�� 4�A13f-21C ��0 OVf:.f�l.AP o o° °oo 00�80 0 0�� WOVEN WIRE FABRIC
Oa��00 0Q
HARDWARL CLOTI�-I BY 12 INCHES � oo°�p�0 o°po° oo °o�8oC7'' o0o0°O o 0000�
� �q ORANGE,UV RESISTANT,
� °O O o 0 0 0 0 0 0000 0��'��bo � o0 000 o a oo � AR ING IGN HIGH-TENSILE S7�RENGTH,
0°80 � ���b' � �Bo��Oo ��0 80 0 008 0 o a o 00 °o POLY BARRICADE FABRIC (TYPICAU
° oo �8 ° °�� °ci�J °� � °o°O ° °� o ° 000°°���o��o � W ARNING SIGN
STEF�. FENCE POST
���� o o�o g o o ao�o 0o g�oo g o 0 0 �
WIRE FENCE DO NOT NTER
HARDWARE C�OTH ��TEE� FENC� POST o
-SI�T �ENCE �ABRIC � z
ON WIRE FENCE �
HARDWARE CLOTH ON WIRC �CNCE "� a
�
� PLAN VIEW =
FI�TER 0� 1 INCH DIAMETER �
;� 57 WASHED STONE � � � �
� ADE
0
°� $� 18„ ������II II�—-——-——-——-——= II _ �I1=111 �-_
��ow �iR�cTioN �o�o ���oo sTEE� �ENCE �osT SET - III 11= o II 111=��.
o°�O�oo °$p°�O HARDWAR� C�OTH MAXIMI�M 2 FErT APART � III II �/G�H�TENSILE�STRENGTH, �� � � I=
o� o� �8� GRADE WIRE ��NCE III II=
N I II
_ I I I I I POLY BARRICADE FABRIC (TYPICAU =I I I=
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FRONT VIE I I I,— I= I—I
'' i=l I I=1 I 1=1 I 1=1 I I-1 ��- '' I K? �� i i_ S I D E V I E W
''=1 I I-ITi-� �,. I I �„
I�
� I 40" NOTES
SI D E V� E W �� II VyARNING S/GNS TO BE MADE OF DURABLE,WEATHERPROOF MATERIAL.
S I� I � E N C E 3" LEiT ERS TO BE 3" HIGH MlNIMUM. CLEARLY LEGIBLE AND SPACED AS DET AILED.
� J F A B R I C S/GNS TO BE lN ENGLISH AND SPANISH.
OV�F?_AI� ����V�� �I AN 4" SIGNS SHALL BE PLACED AT 50' MAXIMUM �NTERVALS.
�? 12 PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'ON CENTER THEREAFTER.
II�°CHE� INCI���-� 3 TREE PROTECTION AREA FOR TREE PROTECTION AREAS LESS THAN 200'lN PERIMETER,PROVI�E NO LESS THAN ONE
SIGN PER PROT ECT lON AREA.
(; �/� �j E 4 �8 ATT ACH SIGNS SECURELY T 0 FENCE POST S AND FABRIC.
--- D O N OT E N T E R MAINT AlN T REE PROT ECT lON FENCE T HROUGHOUT DURAT lON OF PROJECT.
_.,,-- -I I I-1 I li � 3 ADDITIONAL S/GNS MAY BE REQUIRED BY THE CITY OR NCDEMLR
�- - -
4" BASED ON ACTUAL FIELD CONDITIONS.
' i= _- 4- � 1=1I 1=1 I-I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1TI_I I 1-1 I 1=1 I 1=1 I1=1I 1= '=1 I 1=1 I 1=1 I�-" S/ G N S S H A L L B E l N C I D E N T A L T O T H E F E N C E.
-1 I I-I I I-I I I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 i i-� � �_,_ �__
=1 I 1=1 I I� ,(=1I 1=1 I1=1 I 1=1 I 1=1 I 1=1 I I-I I I-1 I I, I -� i i-1 I I� ,�=1"- -"�-1 I 1='' -"-1 I 1=1 I 1=1I , il I 1=1 I 1=1 I 1-
=1 I 1=1 I � EI I 1=1 I 1=1 I I-1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=, I I ,� �I I� -� I 1=1 I I� �=1 I 1=1 I 1= W A R N I N G S I G N D E T A I L
=1 I 1= =1 I 1=1 I I-I I 1=1 I 1=1 I I- I I i=i I 1=1 I I- I =1 I 1=1 I I I 1=1_I I-
I I I-1 I� kl I I-1 I I-1 I 1=� i I-1 I I- -' � I e I I e I -1 I I-1 I I� � f-1 I I-1 I �.
=1 I I- G=1 I 1=1 I 1= " '- U U '=1 I 1=1 I I I 1=1 I 1=�
N o TE : �ii=i�iii=iii_ N o i E: ii=iii�=iii=i �,
1.USE SI�T �ENCE OUT�ETS ON�Y WHEN -III-III-I11-' BURY WIRE �ENCE, HARDWARE C�OT�I, -�ii=111-111-11�
AcRE AN� �R ER ��s A� oW�AREA� �u E FRONT VIEV1l T-�i° TRFNCH�c� �n��ic � iNCHES iNTO TREE PROTECTION DETAIL
AS A REPAIR OF SI�T �ENCE �AI�URES.
z. #5� wASHE� sTONE sHA�� BE PAi� SPECIAL SEDIMENT CONTROL FENCE/
�oR AT THE coNTRACT uNiT PRic� P�R SILT FENCE OUTLET
TON "SEDIMENT CONTRO� STONE."
°REPARED IN THE OFFICE OFo �RO�ECT�
Kimle -Horn �-5164
� EROSION CONTROL
RE�e Noae RE��S�oNa oArEe oRAWN BY: �HE�KEO BY: ,��,,�����,R� ,��,��� SM I TH AN D SAN FOR D CR E E K
� DETAI LS NoT To scA�E MULTI — USE PATH
g P g p a n s s o c i at e s, n c. o° N�T °SE F°R �°�STR°�T�°N
This document, to ether with the conce ts and desi ns resented herein, as an instrument of service, is
lntended only For the speciflc purpose and client for which lt was prepared, Reuse of and improper
reliance on this document withoul- wril-ten au1-horizal-ion and adop�����ion by Kimley-Horn and Associates, Inca � r, , �- �- 7 ,
shallbe without liability to Kimley-Horn and Associates,Inc, �°�° ��X �-�0�� -�(Q�EI��'h9 ��1�� �H `�Q�U�INQ 2(�5b--����'� �o� rauMr�ERe s,�EEr Nu��6ERe
c�pyr�gr,t K�miey-Horn ana As�o��ate�9 in�e, zo i3 PHONEo (9 I 9) 677-2000 �AXo (9 I 9) 677-2050 PE No, F-o ioz 0 � �3 � �028 �_C- ��

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SEtIFME{VT C€lNT�iOL �TONE
STRUCTURAL STI]iVE
1` MYM
��aw
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r�or�s
�. PRQVIDE TUR�IING EtADIl1S SIJFFTCIENT T0 ACCDMMDDATE LARGE
TRUCKS.
2. LpCATE ENTiRANCES Tp PR{]VIDE FQ�i UTILiZATIQN
BY ALL CONSTRUCTI�N VEHiCL�S,
3. M�JST BE MAIiN'TAINiED IN A CONDITION NJHICH WILL PREVE�I�
T�ACK�NG 01� �T�ECT FLOW �F MUC� 17N�'� STREETS.
PERI�DIC �OPDRESSING WITF� STQNE WILL SE NECESSARY.
4. ANY M�TER�AL TRACKED QIVT(� THE RpADWAY MUST E3E
CLEANEa lDP IMMEDIATELYa.
�. L�CATE GRAVEL C�NSTRUCTION ENT�iANCE AT ALL PdINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABIL�ZED. PROVIaE
���o���v� c����s v� T�� ��v�e� ar�� ��r���.v �a��-r��va�u��.
6. N[1M6ER AND LQGATIL�N L1E CONSTRUCTI[JI� EMTRANCES TQ
BE I]ETERMINED BY THE ENGINEER.
7. USE GLASS 'A' ST�NE OR OSFIER CaARSE AGGREGATE APPRQV�Q
BY TME ENGI�t�E�R,
8. INSTAL�L CONSTR[JCTION ENSRANCES IN A WAY TO PR€V�NS VEHICLES
�ROi� BYPASSING CONSTRIDCTION ENTRANCE LEAVING PRO.��CZ SITE.
NQTE: PLACE FI�LTRA1IpN C�EaTEXTILE BEhiEATH �Ti(}NE
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PLAN
2f3 CHAlVNEL
YYI aTH
SEC�ION A-A
� REVe Noae REVISION: DATEe DRAWN BY: CHECKED BY:
\ This document, together with the concepts and designs presented herein, as an instrument of service, is
� lntended only For the speciflc purpose and client for which lt was prepared, Reuse of and improper
�reliance on this document without written authorization and adop�����ion by Kimley-Horn and Associates, Inca
� shall be without liability to Kimley-Horn and Associates, Inc,
Copyrlght Kimley-Horn and Associates, Ince, 20 13
fVQTE
U5E CLASS B E�[}SI�N C{3h�T�iQL STO�VE
FOR �TRUGTU�iAL STdNE.
U5E Nfl. 5 DFt 6V�. 57 STdNE FQIR SEDI6�IEINT
C�]NTROL .
,�
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1G33.�D1
I�IIII
EXCELSIOR WATTLE
°REPARE� iN THE oFFicE oFo
Kimle -Horn
y
and Associates, Inc.
PoOo BOX 33008 — RQ�EIGH9 NORTH CQRO�INQ 2763C-3008
PHONEo (9 I 9) 677-2000 �AXo (9 I 9) 677-2050 PE No, F-o ioz
TEMPORARY ROCK SILT CHECK, TYPE B
2'(MAX. )
STONE FOR EROSION
STONE FOR EROSION �� CONrROL, CLASS B
CONTROL. #57 STONE
Filter � SL�PE �000 2�,s� 24" mox
Fabrlc 2° o o°n�o�, �o �AF at center
� �oC�
4' to 6'
r' -
Sectlon A-A
0
L= The dlstonce such thot polnts
A and B ore of equal elevatlon
_.cN�
SLOPE �
i
ISOMETRIC VIEW
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NOT E:
Check dams to be insta//ed as lndlcated on p/an or If grade Is steeper
per plon detail.
CONSTRUCTION SPECIFICATIONS
l. Ploce stone to the lines and dimensions shown in the plon on o f1/ter fobrTc
foundotlon.
2. Keep the center stone section at least 9 inches beloW noturol ground level
where the dom abuts the chonnel bonks.
3. Extend stone at least l.5 ft beyond the ditch banks to keep overflow wate�
from cutting around the ends of the check dam.
4. Set spacing between dams to assure that the elevatlon at the top of the
lower dam is the some as the toe elevotlon of the upper dam.
5. P�otect the channel downst�eam from the loWest check dam, considerTng
thot wote� wi�� f�ow over ond oround the dam.
6. tilake sure that the channel reach above the most upstream dam Is stoble.
7. Ensure that channel appurtenances, such os culvert entronces beloW
check doms, ore not subJect to damoge or blockage from dlsploced stones.
8. #57 Washed stone shall be pold for ot the contract unit prlce per ton
"Sediment Control Stone."
MAINT ENANCE
lnspect check doms and channels for damoge ofte� each �unoff event.
Anticlpote submergence and depositlon above the check dam and eroslon
from high floWS oround the edges of the dom. Correct all damage Immediately.
lf signiflcant eroslon occurs betWeen doms. instoll a protective riprop line� In
thot portlon of the channel.
Remove sedlment accumulated behlnd the dams as needed to prevent
domage to channel vegetotion, olloW the chonnel to droin through the
stone check dam. ond prevent large flows from carrying sediment over the
dam. Add stones to dams as needed to maintaln design height and cross sectlon.
I�II �
WATTLE DETAIL
2' UPSLOPE
Q T A V C
EDGE OF PAVEMENT
NATURAL GROUND
2 IN.
�,„�.�
CROSS SECTION
VEE DITCH
2' UPSLOPE
CTAIlC
CROSS SECTION
TRAPEZOIDAL DITCH
EROSION CONTROL
DETAILS
NATURAL GROUND
2' DOWNSLOPE
STAKE
PRELI�1-II�1�1RY �Lr1�1�
DO N�T USE FOR CONSTRUCTION
FLOW �
NOTES:
USE MINIMUM 18 IN. DIAMETER EXCELSIOR WATTLE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 18" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
STANDARD SPECIFICATIONS.
INSET A
INSET B
�ROJECT�
TOP VIEW
C-5164
NoT To scA�E SMITH AND SANFORD CREEK
MULTI-USE PATH
JQd NUMG3ERe
0 I 13 I 1028
SHEET NUMBERe
�_C- i4

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(6" MIN DEPTH)
RAILING
(6" M�N)
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MANUFACTURE SPECIFICATION
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MUD MAT DETAIL
NOTES:
1. MUD MAT(S) SHOULD BE LOCATED TO
PROVIDE FOR UTILIZATION BY ALL
CONSTRUCTION VEHICLES.
2. MUST BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR DIRECT FLOW OF
MUD INTO WETLAND.
3. MUD MAT(S) SHALL BE
UTILIZED IN WETLAND AREAS TO
LIMIT IMPACTS FOR BRIDGE AND
BOARDWALK CONSTRUCTION.
FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE MUST BE PROVIDED BY
THE CONTRACTOR,
4. NUMBER AND LOCATION OF MUD MATS TO
MINIMIZE IMPACTS OR
DETERMINED BY THE ENGINEER.
5. CONTRACTOR MAY SUBMIT ALTERNATE MUD
MAT FOR APPROVAL.
6. CONSTRUCTION ENTRANCE
APPROACHES TO MUD MAT SHALL BE
INCIDENTAL TO THE MUD MAT PAY
�TEM.
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FILTRATI�N GEQTEXT�L�
r�aTEs
USE IVO, 5 Q'R Nf�. 57 STONE �F(7R S'E�}IMENT
CONTRQL STQNE,
PRdVIDE STF�B�LIZED OUTL�'�T TU S�Fi�A�f BANK,
WOaD PALLETS MAY 6�E USED IN LiEU OF STQIVE
AND GEOTE7�TILE �4S DIRECTE[3. A SUFFICIEN��` NUM'BER
0� PAL'�ET� MU'ST E3E PR[3VIDE❑ �"� ELEVA3E THE ENT�RE
SPECIAL STILL�NG BASIN A8�1VE NA7URAL GR�IlN@.
�
NREVe Noae REVISIONa DATEe DRAWN BY: CHECKED BY:
\ This document, together with the concepts and designs presented herein, as an instrument of service, is
� lntended only For the speciflc purpose and client for which lt was prepared, Reuse of and improper
�reliance on this document without written authorization and adop�����ion by Kimley-Horn and Associates, Inca
� shall be without liability to Kimley-Horn and Associates, Inc,
Copyrlght Kimley-Horn and Associates, Ince, 20 13
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I'�[)T Tl� SCALE �HEET 1 OF 1
1 +630 . flf
�REPARE� iN THE oFFicE oFo
Kimle -Horn
y
and Associates, Inc.
PoOo BOX 33008 - RQ�EIGH9 NORTH CQRO�INQ 2763C-3008
PHONEo (9 I 9) 677-2000 �AXo (9 I 9) 677-2050 PE No, F-o ioz
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1+631 .D1
MATTING IPri D�TCH�S
MATTII'dG (JN SL�PES
� {MIN+, )
BAGKFILL—
6"
�M�r�. �
E]�ISTIMG
�Rou�ua
` ` STAPLES ON
�;�\��\ �� ; : ���.�\,>.� °i' GENTERS i
iN TR�.NCH
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�" MIN I
MATTING S�ALL BE
PLACED IN TRENC�
AMD BACKFILLED
�:� I �. �: , I�:��.', f�..:=� r� �`�
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ND�iES:
THi$ OE�ASL APPLIES TO S�RAY4, EXCE�$IOfl, ANQ PERMANENT $DIL REIN�ORCEMENT MAT {PSRM} IN$TAL�LATION.
STAPLES SHALL BE N0. 11 GAUGE STEEL WIRE FORh1E� INT� A"U° SHAPE WITH A MINIMUM THROAT WI�TH OF 1
INCH AND NOT LESS THAN 6 INCH�S IN LENGTH.
N` TEe ; ISE lNl_ET TUnES �S NEE��D TO PRFVENT �ILT /1ND
DEL�RIS FROM ENTEF?lNG INLETS DURING CONS�RUC�IONo
I ILI Ll l JH�./A IIVLL I
PROTECTION
(SEE DETAIU
�Nl l Uti�
IT F�N��
-EDED)
�uTTE�
EIGHTED INLET
IUBE
Inle� �l�uk��s
`,,laterials
Use inlet tubes that eXhibit the following properties:
Produced by a Manufacturer experienced in sediment tube manufac�uring.
Composed of compacted geoteXtiles, curled excelsior wood, natural coconut
fibers or hardwood mulch or a rnix of these materials enclosed by a flexlble
netting material. Do not use straw, straw fiber, straw bales, pine needles or
leaf mulch under this speciflcation. Utilize an ou'ter netting that consists
of seamless, high-densi�y polyethylene photodegradable materials treated
with ultraviolet stabilizers or a seamless, high-density polye�thylene
non-degradable maf_eria s.
Installation:
Install inlet �ubes lying (lat on �l�ic ground, wilh no qaps between the
underlying surface and the inlet tube.
Inspection and Maintenance:
Inlet tubes may be temporarily moved during construction as needed.
Replace inlet tubes damaged during installation as directed by the
Inspector or Manufacturer's Representative at the contractor's eXpense.
INLET TUBES "SILT SOCK"
NOT TO JCAL�
EROSION CONTROL
DETAILS
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ISOM�T�KIC VIEW
1/4" BRIGHTLY
COLORED NYLON
ROPE
EXPANSION
RESTRAINT
EMPTY FI�TER SACK WH�N BRIGHT�Y CO_ORED
ExPANSioN RESTRAiNT cAN No �oN�E� aE
SEEN.
GEOTEXTILE WILL BE A WOVEN
POLYPROPYLENE FABRIC THAT� MEE�I�S OR
EXCEEDS REQUIREMENTS IN THE
SPECIFICATIONS TABLE.
AN OIL ADSORBENT PAD OR PI�LOW CAN BE
PURCHASED WHEN 01� SPI��S ARE A
CONCERN.
NSPECT f'ER REGU�ATO�Y RE�UIREfV�ENTS.
THE WIDTH, "W", OF THE FI�TER SACK WI��
MATCH THE INSIDE WIDTH QF THE GRATED
IN�ET BOX.
THE DEPTH, "D", OF THE FI�TER SACK WI��
BE BETWEEN 18 INCHES AND 36 INCHES.
THE �ENGTH, "�", OF THE FI�TER SACK WI��
MATC�I THE INSIDE �ENGTH OF THE GRATED
IN�ET BOX.
PRELI�1-II�1�1RY �Lr1�1�
DO N�T USE FOR CONSTRUCTION
NOT T(] SCALE SHEET 1 �F 1
1�31.01
SECURE LIFTING LOOPS TO
OR UNDER SURROUNDING
SURFACE.
I
L,
�
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E�EVA I ION �IEW
PROFI�E �IEW OF
INSTAL�ED FII_TER
SACK
LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
PROPERTIES TEST METHOD UNITS
GRAB TENSILE STRENGTH ASTM D-4632 300 LBS
GRAB TENSILE ELONGATION ASTM D-4632 20 �
PUNCTURE ASTM D-4833 120 LBS
MULLEN BURST ASTM D-3786 800 PSI
TRAPEZOID TEAR ASTM D-4533 120 LBS
UV RESISTANCE ASTM D-4355 80 %
APPARENT OPENWG SIZE ASTM D-4751 40 US SIEVE
FL01� RATE ASTM D-4491 40 GAL/MIN/SQ FT
PERMITTIVITY ASTM D-4491 0.55 SEC -1
MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
PROPERTIES TEST METHOD UNITS
GRAB TENSILE STRENGTH ASTM D-4632 265 LBS
GRAB TENSILE ELONGATION ASTM D-4632 20 %
PUNCTURE ASTM D-4833 135 LBS
MULLEN BURST ASTM D-3786 420 PSI
TRAPEZOID TEAR ASTM D-4533 45 LBS
UV RESISTANCE ASTM D-4355 90 %
APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE
FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT
PERMITTIVITY ASTM D-4491 1.5 SEC -1
FILTER SACK INLET PROTECTION
Nor � o scn���
�ROJECT�
C-5164
NoT To scA�E SMITH AND SANFORD CREEK
MULTI-USE PATH
JQd NUMG3ERe
0 I 13 I 1028
SHEET NUMBERe
E-C- 15

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CONST RUCT lON SPECIFICAT IONS
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�IOT Tf3 SCA�E
lo Keep cleari ng and excavati on of the stream banks and bed and approach secti ons to a mi ni muma
2o Di vert all surf ace water f rom the constructi on si te onto undi sturbed areas ad� oi ni nq the streamo
3o Keep stream crossi ng at ri ght angles to the stream f lowo
4o Ali gn road approaches wi th the center li ne of the crossi ng f or a mi ni mum di stance of 30 f eeto Rai se bri dge abutments and
culvert f i lls a mi ni mum of l f oot above the ad� oi ni ng approach secti ons to prevent erosi on f rom surf ace runof f ond to allow f lood
f lows to pass around the structureo
5o Stabi li ze all di sturbed areas sub� ect to f lowi ng water, i ncludi ng planned overf low areas9 wi th ri prap or other sui table means i f
desi gn veloci ty exceeds the allowable f or the i n—place soi lo
6o Ensure that bypass chonnels necessary to dewoter the crossi ng si te are stable bef ore di verti ng the streamo Upon completi on of
the crossi ng9 f i ll9 compact9 and stabi li ze the bypass channel appropri otelyo Or contractor may use i mpervi ous di kes and bypass
pumpi ng operati ono lf thi s method i s used9 contractor i s to di f f use f low of pump outleto
7a Remove temporary stream crossi ngs i mmedi ately when they are no longer neededo Restore the stream channel to i ts ori gi nal
cross —secti on, and smooth and appropri ately stabi li ze all di sturbed areaso
8o Any i n—stream control measures must be removed upon stabi li zati on of the areao
MAINT ENANCE
lnspect temporary stream crossi ngs af ter runof f—produci ng rai ns to check f or blockage i n channel9 erosi on of abutments9 channel
scour, ri prop di splacement, or pi pi nga Make all repai rs i mmedi ately to prevent f urther damage to the i nstallati ono
SILT FENCE J -HOOK PLACEMENT
���
��
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lAS NEEDEDI
�r�l•r
NOTEa USE SILT FENCE J—HOOK PLIICEMENT �IS NEEDED
TO DIRECT RUN—OFF TO SILT FENCE OUTLETS AND
FREVENT ACCUMULATION AND UNDERMINING OF SILT FENCEo
���`
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�IETAL STAKE
J -HOOK DET AlL
� REVe Noae REVISION: DATEe DRAWN BY: CHECKED BY:
\ This document, together with the concepts and designs presented herein, as an instrument of service, is
� lntended only For the speciflc purpose and client for which lt was prepared, Reuse of and improper
�reliance on this document without written authorization and adop�����ion by Kimley-Horn and Associates, Inca
� shall be without liability to Kimley-Horn and Associates, Inc,
Copyrlght Kimley-Horn and Associates, Ince, 20 13
i L�'71rL � VJ/ ✓ �✓� ry�LS�
ADJACENTLY ,41�1D BIND AT
TOP �ITH �IRE.
�REPARE� iN THE oFFicE oFo
Kimle -Horn
y
and Associates, Inc.
PoOo BOX 33008 - RQ�EIGH9 NORTH CQRO�INQ 2763C-3008
PHONEo (9 I 9) 677-2000 �AXo (9 I 9) 677-2050 PE No, F-o ioz
FILTER FABRIC
COARSE AGGREGATE 6" DEEP (#57)
i ►� ► ►� ►�
i� I I �'-1 I i`-1 I I'=1 I I-1 i I`-1 �
—= I I I;, I��I �
CAPACITY OF PIPE CULVERTS=
BANK FULL FLOW
SEE PLANS
CLASS 'B' RIP RA
AT PIPE OUTLET
COARSE AGGREGATE
TOP OF BANK
ELEVATION
/�
PLAN
EARTH FILL COVERED BY
CLASS B RIPRAP OR
SURGE STONE
�x ` I xl c I I I�I I I' ��I I I—I�
,
'��� I I I—III—III—III�
�1=111=111=111=
- II_III_III
I II—I I 1=-111-y'
EARTH FILL COVERED BY
CLASS B RIPRAP OR
SURGE STONE
TOP OF BANK
1�PDES GEI�ERAL S TORM WA TER PERMI T
S OIL S TABILIZA T101� TIMEFRAMES
SlT E DESCRIPT lON ST ABILIZAT lON T lME T IMEFRAME EXCEPT IONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE
HIGH QUALITY WATER (HQIN) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 30l 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 201914 DAYS ARE ALLOWEDo
SLOPES 3olOR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTHo
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4el 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HQW ZONESa
EROSION CONTROL
DETAILS
PRELI�1-II�1�1RY �Lr1�1�
DO N�T USE FOR CONSTRUCTION
�ROJECT�
C-5164
NoT To scA�E SMITH AND SANFORD CREEK
MULTI-USE PATH
JQd NUMG3ERe
0 I 13 I 1028
SHEET NUMBERe
�C- 16

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ST RAW BALE ALT ERNAT lVE
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2. THE C�:'VCR�TE WASE�C�U7 5;:`;
SNALL B� I�1'�7AL,�.ED WITI�i>..
3CJ FT. �F 7HE T��1f'4:�ARY
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CONCRETE WASHOUT DETAI�
Noteo No separate payment wi ll be made f or concrete washout areao All work associ ated wi th the concrete washout area shall be i nci dental
to other i tems i n the contracto
STONE FILTER INLET PROTECTION FOR
STORM DRAIN UNDER CONSTRUCTION
G�°�.."�
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Vyashec _ _ _ _
Across Pipe lnlet
Upstream End of
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STONE FILTER INLET PROTECTION W�LL BE CONSIDERED lNCIDENTAL TO THE CONTRACT
UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION.
� REVe Noae REVISION: DATEe DRAWN BY: CHECKED BY:
\ This document, together with the concepts and designs presented herein, as an instrument of service, is
� lntended only For the speciflc purpose and client for which lt was prepared, Reuse of and improper
�reliance on this document without written authorization and adop�����ion by Kimley-Horn and Associates, Inca
� shall be without liability to Kimley-Horn and Associates, Inc,
Copyrlght Kimley-Horn and Associates, Ince, 20 13
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PLYWOOD INLET PROTECTION FOR
STORM DRAIN UNDER CONSTRUCTION
T .- .. ..., i.
„��+���M ���' �� Storm Draln
NQTES
lJSE C�ASS A ERaSION GaNTROL STaN�
FOR STRUCTURAL ST�€��,
IJSE N0, 5�R Nd. 57 STQNE F(3R
SEDIMENT Gt]NTRDL STQN�.
C�NST�LlCT i0P (lF �E�M A MTNTMUM �F
QNE FQQT B�L4W TiHE SH�ULa�R QR A
DIVERSI�N PQINT. �
�'RflVIQE A TOTA� SEI]IMENT TRAP
VOLUM� OF 3fi�Q-� GU�iIC F��T PER AGRE
�F [�ISTURBED AREA. S{�ME OF TF�E
REQUIRED VQLUME MAY B� PRaVIDED
BY LJF' OR l7DWM5TREAM GONTR(7LS.
SEDIMENi C{}NTV�L� ., � .,�.�
RT�i B�RM
IP�PE
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STRUCTIJRA�L STC}NE
PLAN
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�AR�'� �€RM
ST�tIJGTURAL STQNE
12" N4IN
� 1$" MIN. ROAaWAY SM4U�D€R
�''_ r"'�".� - - - - 12"_MIN.
_ j
QIVEE�SI�]I� PO�NT � r�.� :°O `�.r 18" �* �.i FLOW
MIN
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Bur Bottom of Pl ood � °
Y Yw 3/4 Exterlor Plywood
PLYVy00D INLET PROTECTION Vi�ILL BE CONSIDERED lNCIDENTAL TO THE CONrRACT
UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION.
°REPARED IN THE OFFICE OFo
Kimle -Horn
y
and Associates, Inc.
PoOo BOX 33008 — RQ�EIGH9 NORTH CQRO�INQ 2763C-3008
PHONEo (9 I 9) 677-2000 �AXo (9 I 9) 677-2050 PE No, F-o ioz
EROSION CONTROL
DETAILS
S��IMEI�T CUI�TROL STDNE
PRELI�1-II�1�1RY �Lr1�1�
DO N�T USE FOR CONSTRUCTION
- - I � �
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PIPE
SE�TIQN A-A
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C-5164
NoT To scA�E SMITH AND SANFORD CREEK
MULTI-USE PATH
JQd NUMG3ERe
0 I 13 I 1028
SHEET NUMBERe
f_C- I ��l

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BARE ROOT
SEED�ING
� A I� �I I��I E N
SAUCLF�
1
����//� j�/�� /
2.5" MIN\\�\\�
//��/
�\ �i
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GENERAL NOTES
��i���i� �i� �i� '�
��/���
�j/�
\� '� c
\�\�� jNDI�TURC�ED
/\�j.•
� i\
��j�����������AMEN�ED �01�
���� �����0 ��
NOT TO SCALE
MULCH
APPLY 2,000 LB/ACRE STRAy�, ANCHOR STRA�y BY TACKING, y�ITH BIODEGRADABLE NETTING,
OR A MULCH ANCHORING TOOL. A DISK �yITH BLADES SET NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GRO�yTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLL0INING EROSION OR OTHER DAMAGE PER SECTION 6.10 OF NCDENR EROSION AND SEDIMENT
CONTROL DESIGN MANUAL.
TABLE 1: PLANTING TABLE
MIN. PLANT SPACING
MAX%/MIN.%
SCIENTIFIC NAME COMMOM NAME TYPE 1 COMPOSITION SPECIES FEET NUMBER
OF EACH ZONE PLANTED ON PER
PER ZONE CENTER2 1,000 SF3
zoNE �
Cephalanthus occidentalis ButtOnbuSh LS, LC 40�15
Salix nigr-a BIaCk �illOt�y LS, LC 20�10
Sali:esericea Silky �illO�r LS, LC 40�1r'J 4 2_3 440
Sambucus canadensis Elderberry LS, LC 20�10
Cornus amomum Silky DOg�lyoOd LS, LC 40�15
Populusdeltoides EOStem COttOn�ly00d LS, LC 40�15
zoNE 2
Betula riigra RiVer BirCh B 2��5
Cornus anzonaum Silky DOg�h►oOd B 20�5
Fra.a�inus penrisylvanica Green Ash B 20�5
Lindera benzio�z SpiCebuSh B 20�5
Nyssa sylvatica BloCkgum B 20�5
Platanus occide�ttalis SyCamore B 20�5 7 6.0 25
Quercus phellos 1�lillOy� OOk B ZO��J
Hamamelis vir�qinia 1�IitCh—h07@I B 20�%J
Li�-iodendr'on tulipifera Tulip POp10� B 20�5
Quercus nigra 1�lOter OOk B 20�5
Rhododendrora periclymenoides 1�lild AZEI@O B 20�5
Acer ruhrum Red MOple B 20/5
1. LS = LIyE STAKE, LC = LI�/E CUTTING, B= BARE ROOT SEEDLING
2, AyERAGE FEET ON CENTER SPACING
3. AyERAGE NUMBER PER 1,000 SQUARE FEET OF PLANTING ZONE
REVe Noae � REVISION: � DATEe � DRAWN BY: � CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
lntended only For the speciflc purpose and client for which lt was prepared, Reuse of and improper
reliance on this document without written authorization and adop�����ion by Kimley-Horn and Associates, Inca
shall be without liability to Kimley-Horn and Associates, Inc,
Copyrlght Kimley-Horn and Associates, Ince, 20 13
°REPARED IN THE OFFICE OFo
_
_
CUT TO
AND C�
DAMAG�
�ATE�
FACIN
BARK
UNDA
SIDE
RrM
LOW SEA`
WATER T�
i i�i� cTni�E DRIVEN
ANG�E TO
S�OP�.
BUTT END
LIVE ST,�KE DETAIL
NOT TO SCALE
OTES:
GROUNC
SURFACE
1, LIVE STAKES SHALL BE KEPT �ET PRIOR TO PLANTING, AND SHALL NOT BE
ALLO�IED TO DRY OU T,
2. CUT TOP OF LIVE STAKE LEVEL ACROSS, AND CUT BOTTOM AT AN ANGLE
FOR SOIL PENETRATION
3. �yHEN USING COIR FIBER MATTING APPLY MULCH AND SEEDING APPLICATION
BENEATH MAT.
4, CREATE STAKING HOLE BY DRI�ING A METAIL ROD INTO THE BANK, REI�OVE
ROD, AND GENTLY HAMMER LI�E STAKE INTO HOLE.
5. AFTER DRIVING STAKE TO THE DESIRED DEPTH, CUT OFF THE UPPERMOST TIP
OF THE LI�E STAKE TO REMOVE DAMAGE FROM HAMMERING.
�ONGER STAKES SHOU�D BE
P�ACED HIGHER ON THE BAN
HELP WITH PENETRATION INT(
WATER TABLE.
TABLE 2: WETLAND SEED MIX'
SPECIES NAME COMMON NAME MIX PERCENTAGE2
Panicum rigidulum Redtop Panic Grass 60
Carex lupulina Hop Sedge 10
Juncus effusus Soft Rush 10
Carex lurida Lurid (shalloVv) Sedge 7
Scirpus cyperinus �lool GraSS 5
Saururus cernuus L iza rd's Ta i I 4
Carex squarrosa Squarrose Sedge 4
1. SIMILAR SEED MIX CAN BE USED �yITH ENGINEER'S APPROVAL.
2, APPUCATION RATE OF 20 LBS/AC
Kimle -Horn
y
and Associates, Inc.
PoOo BOX 33008 - RQ�EIGH9 NORTH CQRO�INQ 2763C-3008
PHONEo (9 I 9) 677-2000 �AXo (9 I 9) 677-2050 PE No, F-o ioz
EROSION CONTROL
DETAILS
ESTAB�ISHED P�ANT �HOWN
I-OR IN1=0RMl�1ION OI��_Y
2'-3' LIVE CUTTING (DORMANT)
/����v��v��v \�
/\/ UNDISTURBED ���
\,���' soi � ;��� �\
///�i/�,/'
LIVE STAKE INSTALLATION
NOT TO SCALE
PERMANENT SEEDING FOR REFORESTATION
A RIPARIAN SEED MIX AT THE RATE OF �/ LB PER 1,000 SQ FT OR 10 LBS
PER ACRE SHALL BE USED FOR SEEDING. THE FOLL0INING TABLE LISTS
HERBACEOUS, PERMANENT SEED MIXTURE LABELED "RIPARIAN SEED MIX"*
SCIENTIFIC NAME COMMON NAME PER CENT COMPOSITION
Agrostis alba Red Top 10
Elymus virginicus Virginia �l�lild Rye 15
Panicum virgatum SvVitchgrass 15
Tripsicum dactyloides Gamma Grass 5
Polygonum pennsylvanicum Pennsylvania SmartvVeed 5
Schizachyrium scoparium Little Bluestem 5
Juncus effusus Soft Rush 5
Bidens aristosa Tickseed 10
Coreopsis lanceolata Lance—leaved coreopsis 10
Panicim clandestinum Deer Tongue 10
Andropogon gerardii Big Bluestem 5
Sorgastrum nutans indiangrass 5
PRELI�1-II�1�1RY PLr1�1�
DO N�T USE FOR CONSTRUCTION
* A SIMILAR MIXTURE CAN BE USED WITH APPROVAL BY ENGINEER,
�ROJECT�
JQd NUMG3ERe
C-5164
SMITH AND SANFORD CREEK
MULTI-USE PATH
0 I 13 I 1028
SHEET NUMBERe
E_C- �8

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MATTII�G FOR ER4S101� C01�lTROL
CONST � FROM T 0
SHEET NOo � NE ST AT lON ST AT lON SIDE EST IMAT E (SY)
EG-I -�- 27+00 29+00 �T 167
EG - 2 - I• - 40 + 30 4 I+ 25 �T �O4
EG - 2 - I• - 48 + 7 I 49 + 50 �T 2�0
EG - 3/4 - � I- I 5+ 2b I 8+ 50 �T 278
EG - 3/4 - � I- I 5+ 26 I 8+ 50 KT 309
EG - 4 - � I- 2 I+ 50 27 + 00 �T 42 I
EG - 4 - � I- 33 + 00 35+ 49 �T I 59
EG - 4 - � I- 33 + 00 35+ 49 f�T I 51
EG - 4 - � I- 35+ 79 37+ 00 �T I 08
�G-5 -�I- 41+00 42+23 �T 93
EG - 5 - I• I- 4 I+ 00 42+ 00 f�T 75
EG-5 -�I - 47+75 54+50 �T 528
EG-5 -�I - 47+75 49+00 f�T 102
E G- 5 - � I- 50 + 50 5 I+ 50 f� T 7 3
EG-6 -�2- I I+�06 I4+00 �T 265
�G-6 -�2- I I+�0� I4+50 f�T 348
EG-6 -�2- 17+50 19+73 f�T 167
EG-� -�2- 22+00 24+00 f�T 202
EG-� -�2- 29+50 31 +00 �T I 73
EG - 7 - �2 - 32+ 50 36 + 1 9 f�T 774
EG-7 -�2- 41+00 44+50 �T 348
EG - 7 - �2 - 4 I+ 00 42 � 00 f�T I I 8
EG - 8 - �2 - 55� 50 57 t 85 �T 387
EG - 8 - �2 - �OO + 00 �6 I+ 92 f�T I 55
EG - 8 - �2 - �02+ 22 �65+ 00 f�T 2 I I
EG-8 -�2- �02+22 �03+50 �T 75
EG-3 -YI- 10+50 13+72 �T 245
EG-3 -YI- 10+50 13+00 f�T 180
EG - I 0 - Y4 - I 3+�O2 I 4+ I 2 �T 45
EG - I 0 - Y4 - I 3+ 72 I 4+ I 2 f�T 48
�
NREVe Noae REVISIONa DATEe DRAWN BY: CHECKED BY:
\ This document, together with the concepts and designs presented herein, as an instrument of service, is
� lntended only For the speciflc purpose and client for which lt was prepared, Reuse of and improper
�reliance on this document without written authorization and adop�����ion by Kimley-Horn and Associates, Inca
� shall be without liability to Kimley-Horn and Associates, Inc,
Copyrlght Kimley-Horn and Associates, Ince, 20 13
�REPARE� iN THE oFFicE oFo
_
_
MMAR Y HEET
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MA TTI1�lG FOR ER OSl01�1 C�1�lTR OL
CONST � FROM TO
SHEET NOo � NE ST AT lON ST AT lON SIDE EST IMAT E (SYl
EG - I 0 - Y4 - I 4+ 92 I 7+ 00 LT I 89
EG-10 -Y4- 14+92 17+00 �T 198
EG - I I - Y5- I 0+ 70 I I+ 50 LT �7
EG - I I - Y5- 1 0+ 70 I I+ 50 �T 74
EG- I I -YS- 12+58 13+25 �T 71
EG - I I - Y5- I 2+ 58 I 3+ 25 f�T 53
EG-9 -Y�O- I�O+00 I�O+82 �T 92
EG- 10 -Y�O- 24+75 25+35 �T 103
E G- I 0 - Y�O - 27 + 75 30 + 50 � T 223
EG- 10 -Y�O- 29+50 30+50 �T I 19
EG - I 0 - Y�O - 3 I+ 50 33 + 07 �T I 90
EG - 7 - Y�O - 32+ 50 33 + 07 I•T 1�2
EG - 8 - Y7 - I 0+ 50 I 2+ 34 f�T 237
5U T�TA� 8, 30�6
1�15GE�I•ANE 5�IATTINI� T��E INSTA I.ED A5 DI�E TEO �Y THE NI�I NEE� 4 I 5
T�TA� 8, 721
5AY 8, 750
Kimle -Horn
y
and Associates, Inc.
PoOo BOX 33008 — RQ�EIGH9 NORTH CQRO�INQ 2763C-3008
PHONEo (9 I 9) 677-2000 �AXo (9 I 9) 677-2050 PE No, F—o ioz
EROSION CONTROL
DETAILS
PRELI�1-II�1�1RY PLr1�1�
DO N�T USE FOR CONSTRUCTION
�ROJECT�
JQd NUMG3ERe
C-5164
SMITH AND SANFORD CREEK
MULTI-USE PATH
0 I 13 I 1028
SHEET NUMBERe
�_C— i9