20180581 Ver 1_401 Application_20180418

QM@M0W F
APR 2 5 2018 ,r
Office Use Only:
Corps action ID no.
project no.
Version 1.4 January 2009
Pre -Construction Notification (PCN) Form 2 0 1 8 0 5 s1
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
❑x Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 12,13 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
❑ Yes ❑x No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional Gener
❑ 401 Water Quality Certification — Express ❑x Riparian Buffer Authorizatio �.
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record o r orps Permit:
❑ Yes 0 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 bankx❑
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 ❑x No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑x No
2. Project Information
2a. Name of project:
South Saunders Street Sewer Replacement
2b. County:
Wake
2c. Nearest municipality / town:
Raleigh
2d. Subdivision name:
NA
2e. NCDOT only, T.I.P. or state project no:
NA
3. Owner Information
3a. Name(s) on Recorded Deed:
City of Raleigh
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
City of Raleigh (Public Utilities Department)
3d. Street address:
222 W. Hargett Street
3e. City, state, zip:
Raleigh, NC 27601
3f. Telephone no.:
919-996-3494
3g. Fax no.:
NA
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Elizabeth Steffens, PE
5b. Business name
(if applicable):
Dewberry Engineers Inc.
5c. Street address:
2610 Wycliff Road, Suite 410
5d. City, state, zip:
Raleigh, NC
5e. Telephone no.:
27607
5f. Fax no.:
919-424-3749
5g. Email address:
984-232-6795
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
see Attachment A
1 b. Site coordinates (in decimal degrees):
Latitude: Longitude:
1c. Property size:
acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Walnut Creek
2b. Water Quality Classification of nearest receiving water:
C;NSW
2c. River basin:
Neuse
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:
Project site is in a proposed sanitary sewer easement. Land use in the vicinity of the project is Commercial and Industrial Mixed Use
3b. List the total estimated acreage of all existing wetlands on the property: 0.17
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 4080
3d. Explain the purpose of the proposed project:
Increase capacity of the sanitary sewer within the S Saunders corridor and relocate it outside of the congested NCDOT ROW for improved access.
3e. Describe the overall project in detail, including the type of equipment to be used:
See cover letter for project detail.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project includin all prior phases)in the past?
❑x Yes ❑ No ❑ Unknown
Comments: See attachment
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: Froehling & Robertson, Inc.
I Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
State: 8/28/2017; See Section F; JD request to corps is included in Section G (submitted on 9/12/2017)
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes X❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑x No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
X❑ Wetlands Streams — tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Land Clearing
Bottomland Hardwood Forest
Yes
Corps
0.1
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
Clearing of wetlands for new sanitary sewer easement.
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Stabilization
UT to Walnut Creek
PER
DWQ
10
53
S2 T
Construction Access
UT to Walnut Creek
PER
DWQ
10
245
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
298
3i. Comments:
The banks will be stabilized at each sewer crossing (Permanent Impact = 53 LF). Temporary stream impacts (245 LF) are for access during
construction and temporary stream bypass pump operations.
Page 4 of 10
PCN Form — Version 1.4 January 2009

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 indivii ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Tem ora T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d.
Wetland Impacts (acres) Stream Impacts (feet)
5e.
Upland
(acres)
Flooded Filled
Excavated Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
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 miti ation then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
Q Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number -
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 T
Utility - SS
Walnut Creek
No
590
5,070
B2 T
Utility - SS
UT to Wildcat Creek
No
55,035
39,135
B3 P
Utility - SS
UT to Wildcat Creek
No
2,250
25
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
57,875
44,230
6i. Comments: Permanent Impact comments: 7 manholes installed in Zone 1 and one MH will be installed in Zone 2. Permanent impact in Zone 1
also includes bank stabilization around new manhole.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
One of the intents of the design was to relocate the existing sewer out of the congested S Saunders corridor so that the sewer can be accessed for
maintenance. Efforts were made during design to make perpendicular sewer crossings of streams and site manholes outside of buffer zones where
possible. See cover letter for more detail.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
A pump around or coffer dam will be used during construction to ensure all work occurs in the dry. Wetland matting will be used for construction
access through the wetland areas. The wetland matting will prevent damage to the root mat. After construction is complete the area will be covered
with coir matting, seeded, and mulched. The riparian buffer area will be re -seeded with native plant species. See cover letter for more detail.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes Q No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
C1 Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Makina a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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 Q No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Project will not alter diffuse flow patterns. No increase in impervious area.
❑ Yes ❑X No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this promect require a Stormwater Management Plan?
❑ Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
No increase in impervious area.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
N/A
❑ Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
C] 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 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑x 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)?
1c. If you answered 'yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
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,
C] Yes No
or Riparian Buffer Rules (15A NCAC 213 .0200)?
2b. Is this an after -the -fact permit application?
❑Yes Q No
2c. If you answered 'yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes Q 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.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 9 of 10
PCN Form — Version 1.4 January 2009

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 ❑x No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑x No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
https://gis 13.services.ncdot.gov/esm/
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑x No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
https://gis 13. seryices. ncdot.gov/esm/
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 ❑x 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?
https://gisl3.services.ncdot.gov/esm/ & https://maps.raleighnc,gov/imaps/index.html#
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
manholes will be watertight and elevated above the 100 year flood plain elevation.
8c. What source(s) did you use to make the floodplain determination?
FIRM MAP 3720170300J & 3720170200J
Applicant/Agent's Printed Name
Oture
ge F authorization
Date
/(p / y
I f ided.
1
Page 10 of 10

Dewberry Dewberry Engineers Inc. 919.881.9939
2610 Wycliff Road, Suite 410 919.881.9923 fax
Raleigh, NC 27607 www.dewberry.com
April 23, 2018
Ms. Karen Higgins
401 and Buffer Permitting- Unit
NC Division of Water Resources
512 North Salisbury Street
Raleigh, NC 27604
Reference: City of Raleigh
South Saunders Street Sewer Replacement
WQC #4086 Application
Wake County
Dewberry Project No. 5O093676
Dear Ms. Higgins:
Enclosed are four (4) copies of a Pre -Construction Notification (PCN) Permit Application Package for the
- above referenced project. For your review we have enclosed the following:
• $240 check (Dewberry Check #106488) for Minor Water Quality Application
• PCN Application Form
• USGS Quadrangle Map and Soil Map
• Impact Exhibit
• Vicinity Map, Existing Conditions Sheets, Site Plan Sheets
• Buffer Determination Letter
• Jurisdictional Determination Request (includes figures and photos)
Project Description (B.3)
The project titled "South Saunders Street Sewer Replacement" consists of increasing the capacity of
sanitary sewer within the South Saunders Street corridor and relocating the sanitary sewer outside of the
congested NCDOT right-of-way. Approximately 3,50o LF of sanitary sewer will be abandoned and
approximately 7,50o LF of sanitary sewer will be installed as a part of this project.
New sanitary sewer easement is being acquired for the sewer relocation. The existing manholes will be
removed three feet below the surface and filled with concrete or gravel. The existing sewer within the
NCDOT right-of-way will be filled with grout and abandoned. The existing sewer outside of the NCDOT
right-of-way will be abandoned in place.
Conventional construction equipment (hydraulic excavators and trucks) will be used to complete this
project. Construction entrances will be established before work begins to prevent transport of sediment
from vehicle activity. Mats will be placed within the construction easement to allow vehicle access during
wet soil conditions and reduce the disturbance to established vegetation. Silt fencing will be installed at
the top of the stream banks within the project area prior to prevent sedimentation into the streams and
wetlands. Silt fencing will be removed after the area has been stabilized.
A stream pump around or coffer dam will be used during construction of the sanitary sewer to ensure all
work occurs in the dry. Upon completion of the work, disturbed sloped areas will be stabilized with coir
matting and seeded with wetland vegetation. All other disturbed areas will be seeded and mulched.
D
2 2018
I of 3

Ms. Karen Higgins
South Saunders Street Sewer Replacement
April 23, 2018
Jurisdictional Impacts
Riparian Buffer Impacts
Riparian buffer impacts will result from the utility relocation. Seven (7) manholes will be installed in Zone
1 and one (1) manhole will be installed in Zone 2. Two concrete piers will be installed in Zone 1 to support
the sanitary sewer crossing. A portion of Zone 1 will also be stabilized near manhole 17 where the stream
bank has been severely eroded. Zones 1 & 2 will be temporarily impacted during sanitary sewer
installation. The riparian buffer impacts are summarized in the table below.
Type of Impact
Amount of
Permanent (SF)
Amount of
Temporary (SF)
Buffers -Zone i -Manhole
150
0
Buffers -Zone 1 -Stabilization
2000
0
Buffers -Zone i —Sewer Support
100
0
Buffers -Zone 2 -Manhole
25
0
Buffers -Zone i -Sanitary Sewer Install
0
55,625
Buffers -Zone 2 -Sanitary Sewer Install
0
39,135
Wetland Impacts
Approximately o.1 acres of wetlands will be permanently impacted during the construction of the new
sanitary sewer. The proposed project will permanently convert o.1 acres of forested wetlands to
herbaceous wetlands. The permanent wetlands impacts are the result of vegetation management required
over the relocated sanitary sewer line.
Stream Impacts
Approximately 245 linear feet of stream will be temporarily impacted due to the temporary dewatering for
sewer installation and construction access. Approximately 53 linear feet of stream will be permanently
impacted due to bank stabilization at 5 sanitary sewer crossings. Stream impacts are summarized in the
table below.
Type of Impact Amount of Amount of
Permanent (LF) Temporary (LF)
Stream - Dewatering o 245
Stream — Stabilization 53 O
Section 404 Permit: We anticipate that the sanitary sewer replacement will be authorized under Section
404 Nationwide Permit 12 & 13.
Section 401 Certification and Riparian Buffer Authorization: We anticipate Water Quality Certification
#4086 will apply to this project. It is also anticipated that a Neuse River Riparian Buffer Authorization
will be issued for this project. We request written concurrence from the North Carolina Department of
Environmental Quality, Division of Water Resources.
Please contact me with any questions regarding this permit application, at 984-232-6795 or
[e-mail].
It Dewberry Page 2of3

w
Ms. Karen Higgins
South Saunders Street Sewer Replacement
April 23, 2018
Sincerely,
Dewberry Engineers Inc.
Elizabeth B. Steffens, P.E.
Project Engineer
Enclosures
CC: Tasha Alexander, U.S. Army Corps of Engineers; Janeen Goodwin, P.E., City of Raleigh Public
Utilities Department
P:\50077001\Adm\Permits
V. Dewberry
Page 3 of 3

V Dewberry
Mr
11 • a 2018 )i
401 & Buffer Permitting
(PCN) Submittal
City of Raleigh — South Saunders Sewer Replacement
Dewberry Project Number: 50093676
April 23, 2018
SUBMITTED BY
Dewberry Engineers Inc.
2610 Wycliff Road
Suite 410
Raleigh NC 27607
919.881.9939
NC License No.: F-0929
SUBMITTED T0:
NC Division of Water
Resources-WBSCP Unit
512 North Salisbury Street -
9 Floor
Ra'eigh, NC

TABLE OF CONTENTS
Section A 401 & Buffer Permitting PCN Submittal Checklist
Section B Pre -Construction Notification (PCN) Form
Section C USGS and Soils Maps
Section D Impact Exhibit
Section E Vicinity Map (TIA, T1.2), Existing Conditions (C1.7 -C1.13), Site Plan (C1.0
— C1.3; C2.1 -C2.13)
Section F Buffer Determination Letter
Section G Jurisdictional Determination Request by Froehling & Robertson, Inc.

SECTION A - 401 & BUFFER PERMITTING PCN SUBMITTAL
CHECKLIST

Version 1.4
January 9, 2009
401 & Buffer Permitting PCN Submittal Checklist
® The application fee (Checks may be made out to "N.C. Division of Water Resources"
- $240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter)
® Four (4) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 4 copies of the full size plans you may provide two
copies of full size plans along with two copies of 11 X 17 plans)
NA Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on-site and
off-site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http://portal.ncdenr.org/web/Ir/bmp-manual) along with all required items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components — inlet and outlet structures,
forebay, respective zones and pertinent elevations.
NA If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to
http://Portal.ncdenr.org/web/Ir/bmp-manual).
® DWR Stream Determination Forms for streams on property and DWR determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
® The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
® The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar -Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the

Version 1.4
January 9, 2009
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable.
® Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
® The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
® Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1 ":50' scale is recommended).
® Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non -jurisdictional wetlands,
streams, water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built -out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form.
NA Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non-erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10 -yr storm)
• Scaled stormwater BMPs must also be indicated as required by DWR rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
® Proposed Impacts - All impacts to jurisdictional and non -jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non -jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches, and 1 -foot for culverts > 48 inches).

Version 1.4
January 9, 2009
Wetland Impacts:
® Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
❑ All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
❑ Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
® Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
® Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
❑ The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
❑ For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways — Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
❑ Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood -prone area.
❑ Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated. and
enumerated.

SECTION B - PRE -CONSTRUCTION NOTIFICATION (PCN) FORM

O�OF w A rfc19
>_ y
Q <
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
❑x Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 12,13 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑x 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 ❑x Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑x No
For the record only for Corps Permit:
❑ Yes [E No
x❑ 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.
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes Q No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes Q No
2.
Project Information
2a. Name of project:
South Saunders Street Sewer Replacement
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d. Subdivision name:
NA
2e.
NCDOT only, T.I.P. or state project no:
NA
3.
Owner Information
3a.
Name(s) on Recorded Deed:
City of Raleigh
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
City of Raleigh (Public Utilities Department)
3d.
Street address:
222 W. Hargett Street
3e. City, state, zip:
Raleigh, NC 27601
3f.
Telephone no.:
919-996-3494
3g. Fax no.:
NA
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
[j Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Elizabeth Steffens, PE
5b. Business name
(if applicable):
Dewberry Engineers Inc.
5c. Street address:
2610 Wycliff Road, Suite 410
5d. City, state, zip:
Raleigh, NO
5e. Telephone no.:
27607
5f. Fax no.:
919-424-3749
5g. Email address:
984-232-6795
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
see Attachment A
1 b. Site coordinates (in decimal degrees):
Latitude: Longitude:
1c. Property size:
acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Walnut Creek
2b. Water Quality Classification of nearest receiving water:
C;NSW
2c. River basin:
Neuse
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:
Project site is in a proposed sanitary sewer easement. Land use in the vicinity of the project is Commercial and Industrial Mixed Use
3b. List the total estimated acreage of all existing wetlands on the property: 0.17
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 4080
3d. Explain the purpose of the proposed project:
Increase capacity of the sanitary sewer within the S Saunders corridor and relocate It outside of the congested NCDOT ROW for improved access.
3e. Describe the overall project in detail, including the type of equipment to be used:
See cover letter for project detail.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall riot phases)in the past?
Q Yes ❑ No ❑ Unknown
Comments: see attachment
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): I
Agency/Consultant Company: Froehiing & Robertson, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
State: 8/28/2017; See Section F; JD request to corps is included in Section G (submitted on 9/12/2017)
S. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes (D No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes Q No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑x Wetlands ❑x Streams —tributaries ❑x Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Tem orar T
215.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Land Clearing
Bottomland Hardwood Forest
Yes
Corps
0.1
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
Clearing of wetlands for new sanitary sewer easement.
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Stabilization
UT to Walnut Creek
PER
DWQ
10
53
S2 T
Construction Access
UT to Walnut Creek
PER
DWQ
10
245
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
298
3i. Comments:
The banks will be stabilized at each sewer crossing (Permanent Impact = 53 LF). Temporary stream impacts (245 LF) are for access during
construction and temporary stream bypass pump operations.
Page 4 of 10
PCN Form — Version 1.4 January 2009

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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
S. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded Filled Excavated Flooded Filled Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
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. Project is in which protected basin?
0 Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 T
Utility - SS
Walnut Creek
No
590
5,070
B2 T
Utility - SS
UT to Wildcat Creek
No
55,035
39,135
B3 P
Utility - SS
UT to Wildcat Creek
No
2,250
25
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
57,875
44,230
6i. Comments: Permanent Impact comments: 7 manholes installed in Zone 1 and one MH will be installed in Zone 2. Permanent impact in Zone 1
also includes bank stabilization around new manhole.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
One of the intents of the design was to relocate the existing sewer out of the congested S Saunders corridor so that the sewer can be accessed for
maintenance. Efforts were made during design to make perpendicular sewer crossings of streams and site manholes outside of buffer zones where
possible. See cover letter for more detail.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
A pump around or coffer dam will be used during construction to ensure all work occurs in the dry. Wetland matting will be used for construction
access through the wetland areas. The wetland matting will prevent damage to the root mat. After construction is complete the area will be covered
with coir matting, seeded, and mulched. The riparian buffer area will be re -seeded with native plant species. See cover letter for more detail.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes Q No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ ro Payment to in -lieu fee ram
y program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete If Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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 Q No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e,
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

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.
Project will not alter diffuse flow patterns. No increase in impervious area.
❑ Yes Q No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
❑ Yes 0 No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
No increase in impervious area.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
N/A
❑ 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 applyH
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 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
0 Yes
❑ No
use of public (federal/state) land?
1b. 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
Q No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
Comments:
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
0 No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑Yes
[D No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
OYes
Q 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.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 9 of 10
PCN Form — Version 1.4 January 2009

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 ❑x No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
https://gisl 3. services. ncdot.gov/esm/
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑x No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
https://gisl3.services.ncdot.gov/esm/
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 ❑X 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?
https://gisl3.services.ncdot.gov/esm/ & https://maps.raleighnc.gov/imaps/index.html#
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
Q Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
manholes will be watertight and elevated above the 100 year flood plain elevation.
8c. What source(s) did you use to make the floodplain determination?
FIRM MAP 3720170300J & 3720170200J
RJGi-n L
Applicant/Agent's Printed Name
*obture
gen rbauthorization
Date
/(� Sj
I f ided.
/ U
Page 10 of 10

Attachment A
1a. Property identification no. (tax PIN or parcel ID):
1703501032; 1702586912; 1702487225; 170238140; 1702378815; 1702470709; 1702470507;
1702378519;1702379490;1702378272;1702377132;1702460835;1702369701;1702368432;
1702460459
1b. Site coordinates (in decimal degrees):
Lat: 35.751904 Long: -78.646464
Lat: 35.750197 Long: -78.649717
Lat: 35.749078 Long: -78.649793
Lat: 35.745923 Long: -78.649918
Lat; 35.745384 Long: -78.649411

SECTION C - USGS AND SOILS MAPS

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---- —� _ 13«00 14«00 15«00 16«00
:TEMPORARY
�24'SANITARV SEWER .SF S_CITY OF RALEIGH
SANITARY SEWER
STP' ENCE 24' SANITARY \ EASEMENT
\ SILT FENCE OUTLET(TYP) SEWERZONE2
20' B RIPARIAN BUFFER3 CEASEMENT I I x R \\
\ wR `ZONE 1 /
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SANITARY SEWER EASEMENT
M
_ k
\ � 90'IXTYOF RKE 1960 PG SfENER EASEMENT m
a9'a7voF anLEIGN `— —— — NCDOT DRA
SVMARY SEWER EASEMENT \ ¢ TOP OF BANK
eM,me�zn \ — — — — — — — — SCALED FRC
PLAN
1212=00
13«00 PROFILE 14 -DO
0
1616=00
1717=00
NAD 83 (2011)
NOTES:
1. SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN
3:1 SHALL BE MATTED.
Tempo, r Buller 1m 1- zone 2
ARH
a� 08
SRH
T ary &Mar In�a.1 -zone 1
>
O SF
590 SF
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L�fI
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240
>_�
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sa
hozzzmp3
BASEFLOODELEVATION238.0
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235
235
EXISTING
GRADE
230
230
SEE NOTE 2
12.61'
24' EPDXY COATED DIP 9) 0.00%
225
225
458.94' 24' EPDXY COATE
DIP @ 0.20%
O
337.22'24" EPDXY COATED
1 P 0.20%
Q
220
220
215
1
215
1212=00
13«00 PROFILE 14 -DO
0
1616=00
1717=00
NAD 83 (2011)
NOTES:
1. SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN
3:1 SHALL BE MATTED.
Tempo, r Buller 1m 1- zone 2
ARH
5.070 SF
SRH
T ary &Mar In�a.1 -zone 1
EDS
O SF
590 SF
(�1
I
Permanent W811an01mpact
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XX4STRUCTION TO BE IN ACCORDANCE WITH
OF RALEIGH AN/OR NCDOT STANDARDS AND
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
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LYlB NFORESTRY
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GRAPHIC SCALE
( IN FEET )
I i -h - 3 K
HORIZONTAL
GRAPHIC SCALE
( IN FEET)
I inch = 30 It
below.
'all before you
9 Dewberry"
Dewberry Engineers Inc.
2810WYCLIFFR
9UPE 410
RAIEK:H, RO2T6DJ
PHONE. [phone].'8
FAX: [phone]
NCBELS ffO9?9
SCALE
C 3/23/1 SRH 90% SUBMITTAL
8 11/17/17 SRH 60% SUBMITTAL
A 8/30/17 SRH 30% SUBMITTAL
No. DATE BY Description
REVISIONS
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A 8/30/17 SRH 30% SUBMITTAL
No. DATE BY Description
REVISIONS
DRAWN BY
ARH
APPROVED BY
SRH
CHECKED BY
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DATE
AUGUST 2017
TIRE
SOUTH SAUNDERS
PLAN & PROFILE
PROJECT NO, 50093676
C2.1

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E
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TREE PROTECTION FENCE (TVP) t
_ _ —_ _ _— — _—_
EASEMENT _ TP �P—� � I
CITY OF RALEIGH
J SANITARY SEWER -
EASEMENT
24' SANITARY SEWER �) 60• CASING PIPE JACK OR
-0�— — — — — — — JACK AND BORE METHOD
N 18+00
157(40' LAUNCHING PIT 24' SANITARY SEWER
I SILT FENCE (TYP) 1
f00P0N 0 OR
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SILT FENCE OUTLET(TY'P) PENNY, —C \ -
PENNY AL MEW
.193
02/93
LIMITS OF DISTURBANCE (TYP))
1 1( NCDOT ROW
NCDOT DRAINAGE EASEMENT
- SCALED FROM BM 1988 PG 293
PLAN
' I
ARH
1
\
CHECKED BY
1—'RECEIVING PIT
22WSWiLMWGTON ST
\ f025 12
\ waKE couNrr
\ \
LL w
015124
\
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260
\
�
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8
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\ 24' SANITARY SEWER
SIGN STRUCTURES
O
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VARIABLE WIDTH NCOOT CONTROLLED ACCESS RIGHT-OF-WAY
255
w
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CITY OF RALEIGH
\\\ q 5`
SANITARY SEWER
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EASEMENT
417.15' CRO
SING OF NCDOT VARIABLE WIDTH CONTROLLE
NAD 8��feQZ
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
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CONCURRENT REVIEW APPROVAL
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EXISTING GRADE
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ACCESS
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ya
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BFE UNMAPPED DOWNSTREAM WALNUT C.1
EK BFE 238
235
235
RECEIVING PIT
407 FEET OF 60'
WELDED STEECKNESS L CASING
ANTI -SEEP COLLAR
230
0.875 -INCH WALL
THIAND
PIPE JACK OR JACK
— FILL ANNULAR SPACE
SEE SPECIFICATIONS
BORE METHOD.
WITH GROUT.
02445 AND DETAIL S-39
230
LAUNCHING PIT
225
225
no.7z a
451.72' 24' E
OXY COATED RESTRAINED JOINT DIP Q 020%
450.94' 24" EPDXY COATED DIP @ 0.2096
SEMI CASING ENDS
220
WITH BRICK ANO NON
-SHRINK GROUT (TYP)
220
17+00 18+00
19+00
20+00 21+00
PROFILE
22+00 23+00 24+00 24+75
NOTES:
1. REFER TO SECTION 02445 FOR TRENCHLESS
INSTALLATION AND GEOTECHNICAL
INSTRUMENTATION REQUIREMENTS.
2. TRENCHLESS PIT DIMENSIONS ARE SHOWN
FOR CONTRACTOR CONVENIENCE. ACTUAL
PIT DIMENSIONS AND EXCAVATION SUPPORT
METHODS SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
Temporary Buller 1.q cl Z-
' 025
on:'.025 SF
T00 SF ry Buller III
900 SF
950Po,SF enl We0an4 dopa 1
950 SF
VERTICAL
GRAPHIC SCALE
f
( IN F%rr )
1 inch - 3 fL
HORIZONTAL
GRAPHIC SCALE
( IN FEET )
I inch - 30 IL
C&
Know what's below.
Call before you di
9 Dewberry'
Dewberry Engineers Inc.
_.WYcuFF R(W
SUTE I10
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PF1011E: B10.Bft9f3f
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KEY PLAN
SCALE
G 3/23/1 SRH 90% SUBMITTAL
8 11/17/17 SRH 60% SUBMITTAL
A 8/30/17 SRH 30% SUBMITTAL
Na. DATE BY Description
REVISIONS
DRAWN BY
ARH
C/) Z
SRH
CHECKED BY
EBS
DATE
N
LL w
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KEY PLAN
SCALE
G 3/23/1 SRH 90% SUBMITTAL
8 11/17/17 SRH 60% SUBMITTAL
A 8/30/17 SRH 30% SUBMITTAL
Na. DATE BY Description
REVISIONS
DRAWN BY
ARH
APPROVED BY
SRH
CHECKED BY
EBS
DATE
AUGUST 2017
TITLE
>OUTH SAUNDERS
PLAN & PROFILE
PROJECT NO. 50093676
C2.2

E
C
B
A
7
A
I
50' \MEM
SCALED FRQN BN 2000PGd 2537 S SAL94XRS ST
\
CITY OF RALEIGH \ \ \
.ESSEASEMENT \ TEMPORARY
ACC
\ r _ CONSTRUCTION EASEMENT
TREE PROTECTION FENCE (TYP) \ -�
\
\
\ \ Oe
26' SANITARY SEWER
TEMPORARY20
CONSTRUCTION EASEMENT
TEMPORARY CONSTRUCTION
ZONE 1 RIPARIAN BUFFER 1
EBS
\ y,4 P
\ \ �
DEMOLISH EX. FENCE
ZONE 2 RIPARIAN BUFFER
PQa
~
\ \ \ \ �i
a1
10' SDR 35 PVC
zzaosRlLMWc rau sr
noz535s12 1
\
WAKE CDur+ry 1
015124
o25s5 TOP OF BANK
_
\ TO BE ABANDONED
A
I
50' \MEM
SCALED FRQN BN 2000PGd 2537 S SAL94XRS ST
\
CITY OF RALEIGH \ \ \
.ESSEASEMENT \ TEMPORARY
ACC
\ r _ CONSTRUCTION EASEMENT
TREE PROTECTION FENCE (TYP) \ -�
\
\
\ \ Oe
26' SANITARY SEWER
TEMPORARY20
CONSTRUCTION EASEMENT
TEMPORARY CONSTRUCTION
CHECKED BY
EBS
_
250
ENTRANCE I EXIT
\
_
\ TO BE ABANDONED
_
ab�o�
_�`�
S'LATERAL
CITU OF RALEIGH
SANITARY SEWER EASEMENT
SEE NOTE4
/ \ \ 27+00
J_'^
\
{
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' � DEMOLISH EX FENCE
CLASS 2 RIP RAP
CHAINUNK FENCE 24' DEEP, IV WIDE
TEMPORARY 0ONSTRUCTION \` - - TO BE ABANDONED WITH FILTER FABRIC
�` ENTRANCE / EFILT Y I — _ _ SEEN NOTE 2
24' SANITARY SEWER
jk20 LF of temporary
Stream impact TO BE ABANDONED
` - 25 SF of permanent
EXISTING TOP OF BANK Zone 1 Impact for
manhole
SILT FENCE OUTLET (TYP)
TO BE ABANDONED
SEE NOTE 1
NCDOT ROW
PLAN
`\ SAMSREALESUTEBUSMESSTRUST
\ ea 015117 FY3M1
vm- r7o24e7yzs
LIIYDOWN YARD
DEMOLISH EX FENCE
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z
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17.635
32
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13 LF
I
25 SF of permanent
Zone 1 impact for
manhole
TO BE ABANDONED
SEE NOTE 2
630 EASTSOUND ACCESS TRAMP
250
DRAWN BY
w
APPROVED BY
SRH
CHECKED BY
EBS
DATE
250
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BFE UNMAPPED: DOWNSTREAM 11
ALNUT CREEK BFE 238
CUSS 2 RIP RAP
24' DEEP, 10' WIDE
235
WITH FILTER FABRIC
235
EX SANITARYSEWER
AND MANHOLES
EX, 36' RCP STORM DRAIN
EXISTING 6' LATERAL
TO BE ABANDONED
EX. 24' RCP STORM DRAIN
AMI -SEEP COLLAR
230
ri 11
CONCRETE CRADLE nn
230
41.51' 21r 220.10' 24" EPDXI
COATED DIP @ 0.20%
24' EPDXY COATED DIP @ 0.
0%
225295.99'
EPDXY COATED
DIP @ 0.20%
225
186.41'
4' EPDXY COATED DIP 0 0.20%
223
223
24+50 25+00
26+00
27100 PROFILE 28+00
29+00
30 -DO
31+00 31+50
ALL CONSTRUCTION TO BE IN ACCORDANCE WTFH ALL
CITY OF RALEIGH ANIOR NCDOT STANDARDS AND
SPECIFICATION
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION
n.I.oa.bow.,awPro.»ilm.am�eo�°.ao,�...�� ue;. a, w.ipw�
waw.m..
iRARSFORIArgN FIFID SERNCES
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NOTES:
1. FILL WITH FLOWABLE FILL FROM MANHOLE TO
MANHOLE. SEAL PIPE ENTRY AT WALNUT CREEK
INTERCEPTOR MANHOLE USING BRICKS AND
NON -SHRINK GROUT.
2. REMOVE TOP T OF MANHOLE. FILL BOTTOM 3' WITH
FLOWABLE FILL. BACKFILL TO GRADE WITH NATIVE
MATERIAL
3. PROVIDE TEMPORARY FENCE TO SECURE THE SCHOOL
PROPERTY, IF PERMANENT FENCE IS REMOVED TO
FACILITATE WORK.
4. DEMOLISH EX FENCE TO THE LIMITS SHOWN AND
PROVIDE NEW FENCE WITH IV WIDE DOUBLE LEAF
CHAINLINK ACCESS THE WIDTH OF THE 20' ACCESS
EASEMENT. TYPE AND HEIGHT TO MATCH EXISTING
FENCE.
5. RETURN ALLGRADING TO EXISTING GRADE UNLESS
OTHERWISE INDICATED.
VERTICAL
GRAPHIC SCALE
( INFEET )
1 i_h _ 3 fl
HORIZONTAL
GRAPHIC SCALE
( IN FEET )
I loch = 30 it
0
u what's below.
;all before ou di
It Dewberry'
Dewberry Engineers Inc
NIONYCDFFROAD
surf Alo
RAIEIGH,
PMDlE 81S.t8.9at.8a3B
FAX:91P.A919921
NCBELS.F.WD
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141
KEY PLAN
SCALE
G 03/23/1 .SRH 90S SUBMITTAL
B 11/17/175RH 60% SUBMITTAL
A 8/30/17 SRH 30% SUBMITTAL
No. DATE 13Y Description
REVISIONS
DRAWN BY
ARM
APPROVED BY
SRH
CHECKED BY
EBS
DATE
AUGUST 2017
TITLE
SOUTH SAUNDERS
PLAN & PROFILE
'rrc.JeCT NO. 50093676
C2.3

E
C
E
f
I
n
11
TEMPORARY
COASE
EASEMENT
�
S SANITARY SEWER {- 1
CURB INLET PROTECTION(TYP) _ = yYOP&L pCIYb
A
TREE PROTECTION FENCE (IYP) 004278 -- =— TEMPORARY CONSTRUCTION ENTRANCE/EXIT
2537SSAUAOFR55r /�' — �� �
SAMS REAL ESTATE BUSINESS TRUST
ARH
Pslmanant Buyer hped - Zana t
240
i
M05172 PG 01500 ' �
PIN: })0248)225TEMPORARY29
—_— �
75 SF
245
EX. NCD �ROW
.55
0
CONSTRUCTION
EASEMENT
1>
+!
245
v' /
LIMITS OF DISTURBANCE
'J
235
U
ZONE 2 RIPARIAN BUFFER i
IT
�- —
��
=
_ SEE NOTE 2
3
ZONE 1 RIPARIAN BUFFER
WHlentl Nnpecl
PermanentSF
_
TEMPORARY 9.81' 12' PVC 0.40%
� �
W/ COREDRILL TO EX MH
$�D16ern
225
225
240
>:z
DEMOLISH EX CHAINLINK FENCE
l) �
x zz->
240
2Q6
C
OF RALEIGH
�\
SANIT
Y SEWER EASEMENT
Nf`<>
vl v)K2
•� ,$\
/
TO BE ABANDONED/DEMOLISHED
`
ALNUT CREEK BFE 238
C1
y'
EXISTING
�
24" SANITARY
TEMPORARY I2`SEWER\
SEWER
i
TO BE ABANDONED
EX. SANITARY SEWER AND MANHOLES
TO BE DEMOLISHED
`
:TO BE
ABAINDONEDIDEMOLISH
TO BE ABANDONED
230
'��
/ 24"
TOP OF BANK
SEE NOTE 3
TO BE ABANDONED
i SANITARY
—/ SEWER
230
-
24"SANITARY SEWER)
.At
`
SILT FENCE OUTLET (TYP)
4' EPDXY COATED 453.67'24*
FOXY COAT DIP @ 0.20%
'
CLASS 2 RIP RAP _
24- DEEP, 40' WIDE -" 7
DIP @ 0.20%
SILT FENCE (TVP)
\
WITH FILTER FABRIC
25 SF of permanent
Zone 1 impact per
manhole (3 ea)
1+10 EASTBOUND ACCESS RAMP
PLAN
31+50 32+00
33 -DO
34+00
PROFILE
35+00
36+00
37+00
r
'N-
zo•rF f
Og
1. SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN 3:1
SHALL BE MATTED.
2. PROVIDE PVC CAP ON 10' PIPE AT MH 12, AND DEMOLISH EX MH
1142042 AFTER FINAL ACCEPTANCE TESTING OF THE PROPOSED
SEWER AND LATERALS ARE TRANSFERRED TO THE PROPOSED
SEWER.
3. REMOVE TOP 3' OF MANHOLE. FILL BOTTOM T WITH FLOWABLE
FILL BACKFILL TO GRADE WITH NATIVE MATERIAL.
4. RETURN ALL GRADING TO EXISTING GRADE UNLESS
OTHERWISE INDICATED.
ARH
El
Pslmanant Buyer hped - Zana t
240
EBS
DATE
75 SF
245
EX. NCD �ROW
.55
0
1>
Q!; 00
245
y�z>
O
235
U
Temporary Buller Impact -Zone t
t4 900 SF
j❑w
v,
Fi,
orc
3
Q U
a❑w D/a❑
as yi• W�
WHlentl Nnpecl
PermanentSF
TEMPORARY 9.81' 12' PVC 0.40%
W/ COREDRILL TO EX MH
$�D16ern
225
225
240
>:z
�
xIIn�
x zz->
240
2Q6
220
w
220
z
NK_
Nf`<>
vl v)K2
>OQ 17Q�
Zrn� yy2 ZZ�rn
BFE UNMAPPED; DOWNSTREAM VI
ALNUT CREEK BFE 238
EXISTING
GRADE
235
235
EX. SANITARY SEWER AND MANHOLES
TO BE DEMOLISHED
EX. SANITARY SEWER
70 BE ABANDONED
:TO BE
ABAINDONEDIDEMOLISH
230
62.58'
230
4' EPDXY COATED 453.67'24*
FOXY COAT DIP @ 0.20%
187.55 24" EPDXY COATED
IP 0.20%
DIP @ 0.20%
229.10' 24` PDXV COATED D{P 0.20%
225
225
31+50 32+00
33 -DO
34+00
PROFILE
35+00
36+00
37+00
r
'N-
zo•rF f
Og
1. SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN 3:1
SHALL BE MATTED.
2. PROVIDE PVC CAP ON 10' PIPE AT MH 12, AND DEMOLISH EX MH
1142042 AFTER FINAL ACCEPTANCE TESTING OF THE PROPOSED
SEWER AND LATERALS ARE TRANSFERRED TO THE PROPOSED
SEWER.
3. REMOVE TOP 3' OF MANHOLE. FILL BOTTOM T WITH FLOWABLE
FILL BACKFILL TO GRADE WITH NATIVE MATERIAL.
4. RETURN ALL GRADING TO EXISTING GRADE UNLESS
OTHERWISE INDICATED.
ALL CONSTRUCTK)N TO BE IN ACCORDANCE WITH ALL
CITY OF RILLEIGH AN/OR NCDOT STANDARDS AND
SPECIFICATION
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION
roi»rt uny am p
arov-na
vuao�m„:rm n.cw,mnca Ru as mo nePaawu.
rRaNSPoRTArIDN FLCDSFRVICES
vueLk unu�s
stows ATFR
MM.YIINGIZOMTIG
FIRE
uRaw FOREstm
VERTICAL
GRAPHIC SCALE
u a
( IN rEET )
1 Inch - 9 R.
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Dewberry Engineers Inc.
2610 WICLIFF ROAD
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SOUTH SAUNDERS
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TITLE
3)OUTH SAUNDERS
PLAN & PROFILE
PROJECT NO, 50093676
C2.13

SECTION E -VICINITY MAP (T1.1, T1.2), EXISTING CONDITIONS
(C l .7-C 1.13), SITE PLAN (C 1.0-C l .3; C2.1 - C2.13)
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SECTION F -BUFFER DETERMINATION LETTER

Water Resources
ENVIRONMENTAL QUALITY
August 28, 2017
City of Raleigh
Attn: Janeen Goodwin
P.O. Box 590
Raleigh, NC 27603
ROY COOPER
Gorenfor
MICHAEL S. REGAN
sea etaly
S. JAY ZIMMERMAN
Db ecior
Subject: Buffer Determination Letter
RRO 417-283
Wake County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 213.0233)
Start@
❑ Tar -Pamlico (15A NCAC 2B.0259)
❑ Intermittent/Perennial Determination (where local buffer
USGS
ordinances apply)
❑ Jordan (15A NCAC 2B .0267)
(governmental and/or interjurisdictional
projects)
Survey
Project Name:
Address/Location:
Stream(s):
South Saunders Street Sewer
South Saunders Street and Ileagnes Road, N & NE to Bluff St
Walnut Creek
Determination Date: 08/28/2017
Staff: Andy Neal
Stream
E/UP*
Not Subject
Subject
Start@
Stop@
Soil
USGS
Survey
To o
Walnut
Creek
P
X
Throughout
X
X
Stream
P
X
Throughout
X
X
1,100
Stream
E
X
Throughout
X
1,200
Stream
I
X
Downstream
Confluence with
X
1,300
culvert
Stream 1,100
SS
X
X
Stream A
SS
X
X
Stream B
*EIIIP = Ephemeral/Interniittent/Perennia!
Division of Water Resources, Raleigh Regional Office. Water Quality Operations Section littp://pcirtal.nedenr.org/web/wqlaps
1625 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of Wake
County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each
stream that is checked "Not Subject" has been determined to not be at least intermittent or is not present. Streams
that are checked "Subject' have been located on the property and possess characteristics that qualify it to be at least
an intermittent stream. There may be other streams located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the D" may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: c/o Karen Higgins;
DWR — 401 & Buffer Permitting Unit; 1617Mag Service Center; Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEx, etc.): Karen Higgins; DFVR — 401 & Buffer Permitting Unit, 512 N. Salisbury
Street; Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, an appeal is requested within sixty (60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If yo h ve questions regarding this termination please feel free to contact Andy Neal at [phone].
S' cerely,
piJ
Danny Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
Paul Hughes; Froehling & Robertson, Inc., phughzs(d fandr.com

17-283: South Saunders Street Sewer
Map provided by NCDEQ Division
Legend: °
°° 4Ao of Water Resources
Locations are approximate and
-Approximate Site boundary: are provided for reference only
Sheet # 59 & 69 W
�� Mwnv
ca......as+

17-283: South Saunders Street Sewer
Legend-
-Approximate Site boundary:
Map provided by NCDEQ Division
of Water Resources
Locations are approximate and
are provided for reference only ::

SECTION G - JURISDICTIONAL DETERMINATION REQUEST BY
FROEHLING & ROBERTSON, INC.

jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: S Saunders St & 140
City, State: Raleigh, NC
County: Wake County
Parcel Index Number(s) (PIN): Numerous
B. REQUESTOR INFORMATION
Name: Paul Hughes
Mailing Address: 310 Hubert Street
Raleigh, NC 27603
Telephone Number: 919-828-3441
Electronic Mail Address: [e-mail]
Select one:
❑ I am the current property owner.
✓❑ I am an Authorized Agent or Environmental Consultant'
Interested Buyer or Under Contract to Purchase
Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: Various Owners Along Easement
Mailing Address: City of Raleigh Attn: Janeen Goodwin
P.O. Box 590, Raleigh, NC 27603
Telephone Number: 919.996.3494
Electronic Mail Address: [e-mail]
' Must provide completed Agent Authorization Form/Letter.
z Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION',4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Paul Hughes
Print Name
Capacity: ❑ Owner D Authorized Agent'
9/12/2017
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
QI intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
I believe that the site may be comprised entirely of dry land.
Other:
For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization form/letter signed by owner(s).

jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
I am requesting that the Corps provide a preliminary JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
❑ I am requesting that the Corps provide an =roved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
❑ I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
QMap of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
✓❑ Size of Property or Review Area 14.7 acres.
❑ The property boundary (or review area boundary) is clearly physically marked on the site.

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
RV
Project Coordinates (Decimal Degrees): Latitude:
35.7509
Longitude: -78.6486
A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11 x 17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
■ Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
0 Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. hU://www.saw.usace.army.mil/Missions/ReL-ulatoEy-Permit-
Pro ¢ram/Juri sdiction/

Jurisdictional Determination Request
Completed appropriate Jurisdictional Determination form
• PJDs. please complete a Preliminary Jurisdictional Determination Form' and include the
Aquatic Resource Table
• AJDs, please complete an ,Approved Jurisdictional Determination Form'
n Vicinity Map
a Aerial Photograph
USGS Topographic Map
Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
Landscape Photos (if taken)
NCSAM and/or NCWAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
FOther Assessment Forms
' www.saw.usace.aMy.mil/Portats/59/docs/regglatoEyLr&2docs/JD/RGL 08-02 Ann A Prelim—JD—Form- fillable pdf
' Please see hh=://www.saw.usace.army.mil/Missions/RegulatoEy-Permit-Prop-ram/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.

Estimated Amount of
Aquatic Resources in the
Class of Aquatic
Site Number
Latitude
Longitude
Cowardin Class
Review Area (LF or
Resources
Acres)
Stream
Riverine -
Non -Section 10
35.75510
-78.64450
1000 linear feet
1,000
Perennial
Non -wetland
Stream
Riverine -
Non -Section 10
35.75910
-78.64630
3,000 linear feet
1,100
Perennial
Non -wetland
Stream
Riverine -
Non -Section 10
35.74680
-78.65010
20 linear feet
1,200
Ephemeral
Non -wetland
Stream
Riverine -
Non -Section 10
35.74520
-78.64910
60 linear feet
1,300
Intermittent
Non -wetland
Wetland
Non -Section 10
35.75460
-78.64440
PFO1
0.020 acres
10,000
Wetland
Wetland
Non -Section 10
35.75260
-78.64510
PF01
0.040 acres
11,000
Wetland
Wetland
Non -Section 10
35.75260
-78.64510
PFO1
0.010 acres
12,000
Wetland
Wetland
Non -Section 10
35.75180
-78.64640
PFO1
0.060 acres
14,000
Wetland
Wetland
Non -Section 10
35.751
-78.648
PFO1
0.040 acres
15,000
Wetland

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FROEHLING & ROBERTSON, INC.
ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL
310 Hubert Street
Raleigh, North Carolina 27603-23021 USA
T 919.828.34411 F 919.828.5751
Client: DewberU
Promect: South Saunders Street Outfall
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F&R Project No: 66V-0103
Source: Google Maps
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FROEHLING & ROBERTSON, INC.
ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL
310 Hubert Street
Raleigh, North Carolina 27603-23021 USA
T 919.828.34411 F 919.828.5751
Client: DewberU
Promect: South Saunders Street Outfall
Location: Raleigh, Wake County, NC
F&R Project No: 66V-0103
Source: Google Maps
Date: August 2017 Scale Unknown Figure 1

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FROEHLING & ROBERTSON, INC.
ENGINEERING • ENVIRONMENTAL• GEOTECHNICAL
310 Hubert Street
North Carolina 27603-23021 USA
T 919.828.34411 f 919.828.5751
Client: Dewberry
Pro ect: South Saunders Street Outfall
Location: Raleigh, Wake Count NC
Project No: 65V
F&RRaleigh,
OUfCe: USGS 7.5.5 Minute Map "Lake Wheeler and Raleigh West, NC" 2016
Sou
Date: August 2017 Scale Unknown Figure 3

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FROEHLING & ROBERTSON, INC.
ENGINEERING* ENVIRONMENTAL* GEOTECHNICAL
310 Hubert Street
Raleigh, North Carolina 27603-23021 USA
T 919.828.34411 F 919.828.5751
Client:
Project: South SaundersStreet Outfall
Location: Raleigh, Wake Count INC
F&R Project No: 66V-0103
Source: USDA Soil Survey 1970 Sheets 59 & 69
Date: August 2017 Scale Not Known Figure 4

0
Estuarine and Marine Deepwater
Estuarine and Marine Wetland
F1
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. � 'lith r �� " • t�
. Freshwater Forested/Shrub Wetland Fj Other
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Wetland Delineation
South Saunders Street Outfall
Raleigh, Wake County, North Carolina
Photo 1— A view of perennial Stream 1,000 (Walnut Creek) looking northwest on the
northern portion of the Site.
Photo 2 — A view of perennial Stream 1,100 looking west on the central portion of the Site.

Wetland Delineation
South Saunders Street Outfall
Raleigh, Wake County, North Carolina
Photo 3 — A view of Wetland 10,000 looking north, which drains into Stream 1,000 (Walnut
Creek) on the northeastern portion of the Site.
Photo 4 — A view of Wetland 11,000 looking southwest, which drains into Stream 1,100 on

Wetland Delineation
South Saunders Street Outfall
Raleigh, Wake County, North Carolina
Photo 5 — A view of Wetland 12,000 looking west, which drains into Stream 1,100 on the
central eastern portion of the Site.
Photo 6 — A view of Wetland 14,000 looking northeast, which drains into Stream 1,100 on
OM

Wetland Delineation
South Saunders Street Outfall
Raleigh, Wake County, North Carolina
Photo 9 — A view of ephemeral Stream 1,200 looking northwest on the southern portion of
the Site.
�+^ ♦ S r� t
i
Photo 10 — A view of intermittent Stream 1,300 looking southeast on the southern portion

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
PmiruyrSite > 34 ;f .r, t.11641' S %dF jf„°; � CitvlCounty: vVR / 4 e SamDlinoDate:
Applicant/Owner: Dr P, 6 r0'4 State: Y G Sampling Point: Wel' 10,6w
Investigator(s): Section, Township, Range: S f /
Landform (hillslope, terrace, etc.): r I_r Local relief (concave, convex, none): 6t? r rO L' e- Slope (%):
Subregion (LRR or MLRRA): M t - h 3 , e yLong: — 79, r9 -U-1 2 Datum: n G),J
Soil Map Unit Name: (r �M A - � l 6✓tiC /4 �� y Orr /+'i NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes )4- No (If no, explain In Remarks.)
Are Vegetation . Soli 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:
Do -c. 0/"17- I -C' PP
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one Is required: check all that applyl
_ Surface Soil Cracks (136)
_ Surface Water (Al) _
True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (138)
— High Water Table (A2) _
Hydrogen SulFlde Odor (Cl)
XCDrainage Patterns (1310)
_ Saturation (A3) _
Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1116)
__ Water Marks (61) _
Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
Sediment Deposits (132) _--_
Recent Iron Reduction In Tilled Soils (C6)
_ Crayfish Burrows (C8)
Drift Deposits (133) _
Thin Muck Surface (0)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (84) —
Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (B7)
_ Shallow Aquitard (D3)
_ Water -Stained Leaves (89)
_ Microtopographic Relief (134)
Aquatic Fauna (1313)
_L\ FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
Depth (inches):
Water Table Present? Yes No
Depth (Inches):
Saturation Present? Yes No _ Depth (inches):
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous Inspections), If available:
Remarks:
Pi I - m a (fir ri ')
(0/, cr0 t vv -f / �c� /t//
j nc t t r'r Ci.
ct 1,"� 5...t'l/7j.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: 11" It /0 mo
3-0
Absolute Dominant Indicator
Dominance Test worksheet:
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 - Ali herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
It (1 m) in height.
Woody vine - All woody vines, regardless of height.
Tree Stratum (Plot size: )
j1 e11 L1 v e, -r 101
% Cover 3 roecies? �Status
_ �_ �'.�f{fv
Number of Dominant Species
That Are OBL, FACW, or FAC: I'-)
Total Number of Dom€nant
(A)
2.
7.
3.
9
Species Across All Strata:
(B)
4.
Percent of Dominant Species 100
5.
That Are OBL, FACW, or FAC:
(AB)
6.
—75-S7—
a = Total Cover
Prevalence Index worksheet:
f � �
Total % Cover of: multiply by
50% of total cover:
� 20% of total cover:
OBL species x 1 =
Sapling Stratum (Plot size: )
FACW species x2=
1.
FAC species x 3 =
2.
FACU species x4=
3.
UPL species X6=
4.
Column Totals: (A)
(B)
5.
6. Prevalence Index = B/A =
= Total Cover Hydrophytic Vegetation Indicators:
50% of total cover: 20% of total cover: 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: ) 2 - Dominance Test is >5o%
1 _ 3 - Prevalence Index is s3.0'
2 4 - Morphological Adaptations' (Provide supporting
data In Remarks or on a separate sheet)
3' _ Problematic Hydrophytic Vegetation' (Explain)
4.
B.
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
= Total Cover
� 50% of total cover. 20% of total cover:
Herb Stratum (Piot site: ) r,:
1. Per -SI orgct F&kl
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 - Ali herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
It (1 m) in height.
Woody vine - All woody vines, regardless of height.
2•
3.
4
5,
6
7.
$
9
10.
1 i
r� = Total Cover
50% of total cover: 9' ) 20% of total cover:
Woody Vine Stratum (Plot size: )
5.
Hydrophytic
= Total Cover Vegetation
50% of total cover. 20% of total cover Present? Yes No
Remarks: (Include photo numbers here or on a separate sheet.)
j't � P � ; l� �� t�� <t S c>�1 r cp'-) V, /,/) tis
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Description: (Describe to
the Indicator or
Depth Matrix Redox Features
(i Colorf—F.41 % Color (rnois0 a Loc Texture
U - 6 / S /1/ 100 /I /V _ 9'
VIS IS 1! Iry SO Z. a 0 IM S_C L
Hydric Soil Indicators:
_ Histosol (Al)
— Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
— Stratified Layers (A5)
_,_, 2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
_ Sandy Mucky Mineral (S1) (LRR N,
MLRA 147,148)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S6)
Type:
Depth (inches):
Remarks:
— Dark Surface (S7)
Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Thin Dark Surface (S9) (MLRA 147, 148)
_ Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
_ Redox Dark Surface (F6)
Depleted Dark Surface (177)
_ Redox Depressions (F8)
_ iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 136, 122)
Piedmont Floodplaln Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147)
Sampling Point: lw{t (q 00d
of indicators.)
Remarks
on: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Sc
2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
(MLRA 147, 148)
_ Piedmont Floodplain Solis (F19)
(MLRA 136, 147)
_ Very Shallow Dark Surface (TF12)
Other (Explain In Remarks)
31ndicators of hydrophyitc vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes )C- No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: -sd 1T/1 � � c ^�,IS- 5"l lf'PI ��-�'7�r I City/County: ' " e " Sampling Date: `
Applicant/Owner. 1 l�tR : f?P r`E State: J/cf. Sampling Point: V
Investigator (s): C PT Section, Township, Range:
Landform (hillslope, terrace, etc.): / 1 e Local relief (concave, convex, none): '.) -/tj� cry- Slope (%):
Subregion (LRR or MLRA): V Z -91f - N� Lat: 3 S • 7S`S` � Long: 7 �f �/. � _) � -f Datum:
Soil Map Unit Name: C M AP C /-I ir' A-"," NWI classification: ' V
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 _Z/ 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 Y\
Remarks: p
I 1 (r y r\ j/1 C;1 ft ( ; (?Oi� �cSu1/l 7l'0o,,;
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)
_ True Aquatic Plants (B14)
__,_ Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
— Hydrogen Sulfide Odor (C1)
_ Drainage Patterns (1310)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
,_, Moss Trim Lines (1316)
_ Water Marks (61)
— Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (133)
___, Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (64)
— Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
Iron Deposits (135)
^_
— Geomorphic Position (D2)
Inundation Visible on Aerial Imagery
(67)
_ Shallow Aquitard (D3)
_ Water -Stained Leaves (89)
— Microtopographic Relief (D4)
Aquatic Fauna (1313)
_ FAC-Neutraf Test (05)
Field Observations:
Surface Water Present? Yes
No Depth (inches):
Water Table Present? Yes
-1 //
V
No Depth (inches):
Saturation Present? Yes
No Depth (inches):
Wetland Hydrology
Present? Yes No
(includes capillary fringe)
Describe Recorded Data (stream gauge,
monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants,
Sampling Point:yP11 (
-TO ir Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: ) % C Species? Status
�.� r� �� " � I, � Number of Dominant Species
1
J �U That Are OBL, FACW, or FAC: (A)
2._('f ITIV o C ci' �j� �r� t S� _ (� tilt ( d
Total Number of Dominant _
3• Species Across All Strata: L (B)
=Total Cover c�
50% of total cover 0 20% of total cover: tJ
Sapling Stratum (Plot size:. )St ) 1
50% of total cover:
Shrub Stratum (Plot size: )
1.
T= Total Cover
20% of total cover: _s'
= Total Cover
50% of total cover:
Herb Stratu (Plot size: )
20% of total cover:
C-}} G
2. X v 6'a
10
v— � G
CT
4. L C4 MCI610 '/� YYl
- I ' i (�I� (1 (fes
5. " il/�l /l / %o r,c _ o
7. rl(/ro re, ro!%f)mse
�
' r
8.. 50 %i0 oq. U cc-f.-rc: c=lir/"� S f j�
r_rrc-J
9.
10.
11. _
= Total Cover
50% of total cover: S 71 20% of total cover. I
Woody Vine Stratum (Plot size: 3
1. a K ``ttr11 'c - LIr? r r.,( ..r) 1`f` ad
H'0 = Total Cover
50% of total cover: a U 20% of total cover. 't -
Remarks: (Include photo numbers here or on a separate sheet.)
Percent of Dominant Species
That Are OBL, FACW, or FAC: L'__. (AB)
Total 9fMultiply by:
OBL species x 1 = 10
FACW species x2=
FAC species x 3 = 1
FACU species �: S x 4 =�
UPL species x5=
Column Totals: (A) SS (B)
Prevalence Index = B/A = 1 117
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
_ 3 - Prevalence Index Is s3.0'
_ 4 - Morphological Adaptations' (Provide supporting
data In Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soll 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.
Hydrophytic
Vegetation
Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

SOIL
Sampling Point: V
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
Cinches) Color (moist) % Color (moist) % Tyne Loc TextureRemarks
C)_6 10iT'. T /00 Zo
G- 8 10 Y1j �zq_ l0 0 -V" 1 U
Hydric Soil Indicators:
_ Histosol(Al)
_ Histic Epipedon (A2)
Black Histic (A3)
_ Hydrogen Sulfide (A4)
Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
_ Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
_ Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
_ Stripped Matrix (S6)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
educed Matrix MS=Masked Sand Grains. 21-ocation: PL -Pore Lining M=Matrix.
Indicators for Problematic Hydric Soils'
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
Thin Dark Surface (S9) (MLRA 147,148)
(MLRA 147, 148)
Loamy Gleyed Matrix (F2)
— Piedmont Floodplain Solis (F19)
Depleted Matrix (F3)
(MLRA 136, 147)
_ Redox Dark Surface (F6)
— Very Shallow Dark Surface ff 12)
_ Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 136, 122)
'Indicators of hydrophytic vegetation and
Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Hydric Soil Present? Yes No h
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0
1

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: •, J �'l r' t; n c ` (� / `S 7/'° f 1 a7 r II City/County: C' e Sampling Date: / 7
Appficant/Owner. State: Sampling Point: ('V10 14 000
Investigator(s): C e� Section, Township, Range: / y lf'
Landform (hilisiope, terrace, etc.): Local relief (concave, convex, none): Slope (%):
Subregion (-RR or MLRA): A4 L RA ` 1-7 Lat• 3 , ('l Long: — � `1 -� Datum:
Soil Map Unit Name: , ISMA NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes -A No (If no, explain in Remarks.)
Are Vegetation . Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes >L 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:
IJ
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) _
True Aquatic Plants (B14)
K Sparsely Vegetated Concave Surface (68)
_GHlgh Water Table (A2) u
Hydrogen Sulfide Odor (Cl)
Drainage Patterns (610)
Saturation (A3) _
Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (316)
_ Water Marks (61) —
Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (132) _
Recent Iron Reduction In Tilled Soils (C6)
,_, Crayfish Burrows (C8)
_ Drift Deposits (83) _
Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (B4) _
Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
Iron Deposits (35)
_ Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (37)
— Shallow Aquitard (133)
Water -Stained Leaves (39)
— Microtopographic Relief (D4)
Aquatic Fauna (313)
_ FAC -Neutral Test (D5)
Field Observations:
T
Surface Water Present? Yes %' No
Depth (inches):
Water Table Present? Yes_ C� No
Depth (inches):
Saturation Present? Yes No %`
Depth (inches):
Wetland Hydrology Present? Yes No
Includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if
available:
Remarks:
F
/
f�
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size: ) % Cover Species? Status
1.
Sampling Point: W( "/- /�"
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
Species Across All Strata: (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: O (A16)
30 = Total Cover
` 50% of total cover: 20% of total cover:
Shrub Stratum (Plot size:
en
/0 = Total Cover
60% of total cover: n 20% of total cover:
Herb Stratum (Plot size: )
1.
Prevalence Index = B1A =
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophylic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is s3.0'
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Venetation Strata:
Tree –Woody plants, excluding woody vines,
approximately 20 it (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Z.
= Total Cover
Prevalence Index worksheet:
approximately 20 It (6 m) or more in height and less
Total % Cover of:
Multiply by:
of total cover:
20% of total cover:
OBL species
x 1 =
J¢0%
S �
Sapling Stratum (Plot size: )
r
FACW species
x 2 =
2 �ce t' ����� P -)i
o r�
f�.�
FAG species
x3=
10.
�SL� ,�—
FACU species
x4=
3.
= Total Cover
UPL species
x5=
4.
Column Totals:
(A) (B)
30 = Total Cover
` 50% of total cover: 20% of total cover:
Shrub Stratum (Plot size:
en
/0 = Total Cover
60% of total cover: n 20% of total cover:
Herb Stratum (Plot size: )
1.
Prevalence Index = B1A =
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophylic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is s3.0'
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Venetation Strata:
Tree –Woody plants, excluding woody vines,
approximately 20 it (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Z.
Sapling -- Woody plants, excluding woody vines,
3_
approximately 20 It (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
4
5.
Shrub –Woody plants, excluding woody vines,
6
approximately 3 to 20 ft (1 to 6 m) in height.
7.
Herb–All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
8
9.
ft (1 m) in height.
10.
Woody vine – All woody vines, regardless of height.
11
= Total Cover
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size: )
1.
2.
3,
4.
5' Hydrophytic
= Total Cover Vegetation
50% of total cover: 20% of total cover: Present? Yes No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

SOIL
Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence
Depth
(inches)
��
Sampling Point: W(.J l/000
Matrix Redox Features
Color (moist) % Color (moist) Loe Texture Remarks
l�
or,-> JKze_-
Hydric Soli Indicators:
Histosol (Al)
Histic Epipedon (A2)
_ Black Histic (A3)
_ Hydrogen Sulfide (A4)
_ Stratified Layers (A5)
2 cin Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
_ Thick Dark Surface (Al2)
Sandy Mucky Mineral (81) (LRR N,
MLRA 147,148)
_ Sandy Gleyed Matrix (S4)
_ Sandy Redox (S5)
Stripped Matrix (S6)
Type: ) S ©C /N'
Depth (inches): J �?+
MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric
Dark Surface (S7)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Gleyed Matrix (F2)
Depleted Matra (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
_ Redox Depressions (F8)
Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 136, 122)
_ Piedrront Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127,147)
2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
(MLRA 147, 148)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
_ Very Shallow Dark Surface (TF1 2)
Other (Explain In Remarks)
'Indicators of hydrophylic vegetation and
wetland hydrology must be present,
unless disturbed or moblematic.
Hydric Soll Present? Yes %` No
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

WETLAND DETERMINATION DATA FORM -- Eastern Mountains and Piedmont Region
ect/Site: ��°t Clf/S . . (`7./ P r L:�: i f �i/ q 'i ' 0�
Pro
j � Ciry/County: � �' Sampling Date:
Applicant/Owner: !•>r° ry ✓ ov / State: 1W Sampling Point: (/
Investigator(s): - �11ll �� Section, Township, Range:
Landform (hillslope, terrace, etc.): t'- _ Local relief (concave, convex, none): �L e/1 �� �� Slope (%}:
Subregion (LRR or MLRA): M L-�,M - r� Lt: �5, j� � T 7 Long: �O , b �f ti �� f Datum: 41 dJ i
Soil Map Unit Name: _ _- m ! T C ° =� ! r� �3 �'/ /<` NW) classification: 11--1
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation , Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes 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:
7 j f
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
Surface Soil Cracks (86)
_ Surface Water (Al)
— True Aquatic Plants (614)
_ Sparsely Vegetated Concave Surface (68)
High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
Drainage Patterns (1310)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (816)
Water Marks (131)
_ Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6)
— Crayfish Burrows (C8)
Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial imagery (C9)
Algal Mat or Crust (84)
_ Other (Explain in Remarks)
— Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
,� Geomorphic Position (D2)
_ Inundation Visible on Aerial
Imagery (67)
_ Shallow Aquitard (D3)
_ Water -Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (813)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present?
Yes No Depth (inches):
Water Table Present?
Yes No 7� Depth (inches):
Saturation Present?
Yes No Depth (inches):
Wetland
Hydrology Present? Yes No
(includes capillary frin e
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if
available:
Remarks:
a
(Jnr-lfj��/
A t�� ,h d/ it /D t c'
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Five Strata) -- Use scientific names of plants.
r
Absolute Dominant Indicator
Tree Stratum (Plot size: ) % Cover SnT Status
t. -T- q hf 7T 4 i` r� -70
2. ►/ifs lrr n� �tr G •7!`l
3 P vfA C140
- `� =Total Cover 1
50% of total cover: •3 t2 20% of total cover: °C
r
Sapling Stratum (Plot size: i {
2.
3.
4.
6.
= Total Cover
r 50% of total cover. 10 20% of iotas cover. �M
Shrub Stratum (Plot size:
4.
=Total Cover
50% of total cover. 20% of total cover:�
I at raturn{Plot size: )
QO fikG�/
1, i C✓ S7/ Pc./rit v rsnf P�►'r'I
4. !2X1*(`o &rtr r'ad, r4c...
5.
WA
Sampling Point:yp/ 2
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
(A)
Total Number of Dominant
Species Across All Strata:
(B)
Percent of Dominant Species
That Are OBL, FACW, or FAC:
(AIB)
Prevalence Index worksheet:
Total % Cover of, Multiply by:
OBL species x 1 =
FACW species x2=
FAC species x 3 -
FACU species X4=
UPL species x5=
Column Totals: (A)
(B)
Prevalence Index = B/A =
_ 1 - Rapid Test for Hydrophypc Vegetation
�C 2 - Dominance Test is >50%
3 - Prevalence Index is s3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 it (6 m) or more to 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 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.
11 Woody vine -All woody vines, regardless of height.
=Total Cover
509% of total cover: , 20% of total cover:
Woody Vine Stratum (Plot size: 10 ) q�
1. 541'x/ /q Y, %1-L"C0 0 /� 10
4.
Hydrophytic
D = Total Cover Vegetation
r Present? Yes No
50% of total cover: 20% of total cover. --LL
photo numbers here or on a separate sheet.)
US Amry Corps of Engineers Eastern Mountains and Piedmont -Version 2.0

SOIL
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence
Depth Matrix Redox Features
n es C _ ,_ Color (moist) _�% Tie _ Loci Texture
Hydric Soil Indicators:
_-, Histosol (Al)
_ Dark Surface (S7)
_ Histic Epipedon (A2)
_ Polyvaiue Below Surface (S8) (MLRA 147,148)
Black Histic (A3)
^ Thin Dark Surface (S9) (MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
— Stratified Layers (A5)
_ Depleted Matrix (F3)
,_.-, 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
Sandy Gleyed Matrix (S4)
— Umbric Surface (F13) (MLRA 136, 122)
_ Sandy Redox (S5)
_._, Piedmont Floodplaln Soils (F19) (MLRA 148)
Stripped Matrix (S6)
Red Parent Material (1721) (MLRA 127,147)
Restrictive Layer (if opserved):
Type: OC
Depth (inches): 10-4
Remarks:
Sampling Point:
Remarks
Indicators for Problematic Hydric Sc
_ 2 cm Muck (A10) (MLRA 147)
_ Coast Prairie Redox (A16)
(MLRA 147, 148)
Piedmont Floodplain Soils (1719)
(MLRA 136, 147)
Very Shallow Dark Surface (TF12)
Other (Explain In Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Sol[ Present? Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont -Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
<^ ) �I��
7-2l R /lProjewsite: City/County:
Sampling Date: —
ApplicantfOwner: State: Sampling Point: W l T /,t Od U
Investigator(s): G / f' A/ Section, Township, Range: IT,, Nl
Landiorm (hillslope, terrace, etc.): 114' e V Local relief (concave, convex, none): CO M l_- e Slope
Subregion (LRR or MLRA): d t. /i Ia Lat: - -7�t7� y !/ Long: , 7$, 6- W .) 7i Datum:
Sall Map Unit Name: Cq 12 w i Z( l - A en is 2 o, r'`, ` NWI classification:
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 i No within a Wetland? Yes, >1 No
Wetland Hydrology Present? Yes — No
Remarks:
PGI ) n / 0-f
I J '
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)
-A� Surface Water (Al)
_ True Aquatic Plants (1314)
Sparsely Vegetated Concave Surface (B8)
High Water Table (A2)
Hydrogen Sulfide Odor (Cl)
Drainage Patterns (B10)
Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3) — Moss Trim Lines (B16)
_ Water Marks (131)
_ Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2)
Sediment Deposits (132)
^_
_ Recent Iron Reduction in Tilled Soils (C6) _ Crayfish Burrows (C8)
Drift Deposits (133)
R Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4)
_ Other (Explain In Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (B5)
Geomorphic Position (132)
Inundation Visible on Aerial Imagery (67)
_ Shallow Aquitard (D3)
Water -Stained Leaves (69)
_ Microtopographic Relief (134)
f . Aquatic Fauna (B13)
FAC -Neutral Test (05)
Field Observations:
Surface Water Present? Yes - No
Depth (inches): 3 p
Water Table Present? Yes 7L No
Depth (inches): 0-0
71, C7
Saturation Present? Yes No
Depth (inches):
Wetland Hydrology Present? Yes No
(Includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerlal photos, previous Inspections), if available:
Remarks:
(f r l'M \/ r7T �ii'( J\/, C G% rz Lf <i :f
i1� /'l. r(%�-�i� /✓ `
1
�y�
US Army Corps of Engineers Eastern Mountains and Piedmont -Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Paint:" " e' '
6.
= Total Cover
Absolute Dominant Indicator
Dominance Test worksheet:
50% of total cover: 20% of total cover:
Tree Stratum (Plot size: )
% Cover Species? Status
Number of Dominant Species
Shrub Stratum (Plot size: )
1.
1
That Are OBL, FACW, or FAC:
(A)
2.
Total Number of Dominant
3.
3.
4.
Species Across All Strata:
(B)
4.
6.
Percent of Dominant Species /00
= Total Cover
6.
That Are OBL, FACW, or FAC:
(A/B)
6.
Prevalence Index worksheet:
= Total Cover
Total % Cover of: Multi by:
50% of total cover:
20% of total cover:
OBL species x 1 =
SaplingStratum (Plot size: )
FACW species x 2 =
1'
FAC species X3=
2.
FACU species x4=
3.
UPL species x 5 =
4.
Column Totals: (A)
(B)
6.
= Total Cover
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
50% of total cover: 20% of total cover:
_ 1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
Shrub Stratum (Plot size: )
_�
1
_ 3 - Prevalence Index is :53.0'
2
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
3.
Problematic Hydrophytic Vegetation' (Explain)
4.
5.
5.
'Indicators of hydric soil and wetland hydrology must
6.
be present, unless disturbed or problematic.
= Total Cover
Definitions of Five Vegetation Strata:
/ 50% of total cover:
Herb Stratum (Plot size: )
20% of total cover:
I.
iCf'0-y7n �=.-•tT vir✓ii/tFr�•�-�
2.
i�P ig)`%- I�
kf
�I}',/��1�✓
vI� =
3.4.
�PfISl4 �ilcq/nil��
4,✓
f �r_
5.
tp /r� C�i / l'�i P Sl % v r; ,.� f eel
�
fff C t,
6.
7.
Woody Vine Stratum (Plot size:
1.
Total Cover
50% of total cover: a 20% of total cover.
l
Total Cover
50% of total cover: 20% of total cover:
rs here or on a separate sheet.)
Tree -- Woody plants, excluding woody vines,
approximately 20 It (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 K, No
US Army Corps of Engineers Eastern Mountains and Piedmont -Version 2.0

- �- -_ wef— Q 000
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of Indicators.)
Depth Matrix Redox Features
Color is Color Imolso % `1 Texture Remarks
to 11A
'Type: C --Concentration, D=Depleffon, RM=Reduced Matrix, MS --Masked Sand Grains. 2Location:
PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Solis',
Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
_ •Polyvalue Below Surface (S8) (MLRA 147,148) _• Coast Prairie Redox (A18)
Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147,148)
(MLRA 147,14a)
_ Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
2 cm Muck (A10) (LRR N)
~_
_ Redox Dark Surface (FB)
_ Very Shallow Dark Surface (TF1 2)
Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Sandy Mucky Mineral (Sl) (LRR N,
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 147,148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
— Umbric Surface (F13) (MLRA 136, 122)
'Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
— Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrbr (SB)
_ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Restrictive Layer (if o"yerved):
Type: R 6 C K
Depth (inches): 10't
Hydric Soil Present? Yes _A— No
US Army Corps of Engineers Eastern Mountains and Piedmont –Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Soof� Sc.�:r��lr�S �W(7 rkl/9le %( C 7-
Applicant/Owner:
Project/Site: ff City/County: I/)%�i` �� � Sampling Date:
Applicant/Owner: 1> 06-1 State: /?/C_ Sampling Point: (/�L
Investigator(s): r ` . / Id H Section, Township, Range: K r• lc' f i." n
Landform (hillslope, terrace, etc.): i7 .r i �� I Local relief (concave, convex, none): l? Slope
Subregion (LRR or MLRA)): /v1 � �a ; La/t: 7s 17 Long: () �rf `><�f ` Datum: l ✓� i>'t<" ✓
Soil Map Unit Name: r— Al ' J - �r rt S �— r' '/ ."Ol r • ? _ _ _ _ _ NWI classification: �-
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:
noI'
i
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that aR&ly)
_ Surface Soil Cracks (136)
_ Surface Water (A1)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
___, Hydrogen Sulfide Odor (Cl)
—Drainage Patterns (1310)
Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
— Water Marks (131)
— Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6)
— Crayfish Burrows (C8)
_ Drift Deposits (133)
— Thin Muck Surface (C7)
_ Saturation Visible on Aerial imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks)
^ Stunted or Stressed Plants (D1)
_ Iron Deposits (85)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
— Shallow Aquitard (133)
_ Water -Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC -Neutral Test (DS)
Field Observations:
Surface Water Present? Yes
No Depth (inches):
Water Table Present? Yes
No Depth (inches):
Saturation Present? Yes
No Depth (inches):
Wetland Hydrology Present? Yes No /`-
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
77 Absolute Dominant Indicator
Tree Stratum (Plot size: J } % Cover es? Status
1. 7G inuj' t•YI!'1S` VG/l!(cr � J%�jn-Cy,�
3. -toe
4.
S.
o.
t E =Total Cover
0% of total cover. R 2 3 20% of total cover:
sapling Stratum (Plot size: 1.
1. Velycrs' #,.)/. , (t /"CI r
3.
4.
5.
8.
a = Total Cover
50% of total cover: to 20% of total cover: q
Shrub Stratum (Plot size: 1
1.
2.
4.
5.
6.
= Total Cover
S t 50% of total cover. 20% of total cover.
Herb Stratum lots e: ) 7S F�G
2. 0 Ve rc ciS 0 S' P Q {
3. CPQ rvb rte, yl S`
4.
5.
7.
10.
ti.
a= Total Cover cy
50% of total cover: �+ 20% of total cover: ' C>
Woody Vine S (Pot size: S 10 1 )
•>x
1. TO KJ CO Pn p,'1 irC; Il �,�- ..i o Y �( .
2. i j r, %_4/!-/)c•,
3. i' ('s- r0 I Z/✓1. &71'7o h • ct to
4.
Sampling Point: VP1_ —7
Test
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
Species Across All Strata: (B)
Percent of Dominant Species 100
That Are OBL, FACW, or FAC: (A/B)
Total % Cover of.
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x3=
FACU species
x4=
UPL species
x5=
Column Totals:
(A) (B)
Prevalence Index = B/A =
7t. 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is s3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
— Problematic Hydrophydc 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
-:i 0 = Total Cover Vegetation �(
50% of total cover: a 20% of total cover: 10 Present? Yes / No
numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

SOIL
Description: (Describe to the depth needed to document the Indicator or
Depth
(Inches)
Matrix
Color moist
_ Hlstosol (Al)
_ Dark Surface (S7)
— 2 cm Muck (A10) (MLRA 147)
_ Histic Bplpedon (A2)
1�
10Y 6 too
1a�
_ Thin Dark Surface (S9) (MLRA 147, 148)
Redox Features
Color (molst) % Type' Loci –Texture—
�
r
,
c, /, 0
,
Sampling Point: (/
Remarks
'Type: G --Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soli Indicators:
Indicators for Problematic Hydric Soils":
_ Hlstosol (Al)
_ Dark Surface (S7)
— 2 cm Muck (A10) (MLRA 147)
_ Histic Bplpedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147,148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
u Loamy Gleyed Matrix (F2)
— Piedmont Floodplain Solis (F19)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
— Redox Dark Surface (F6)
— Very Shallow Dark Surface (TF1 2)
___. Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
Thick Dark Surface (Al2)
_ Redox Depressions (F8)
— Sandy Mucky Mineral (S1) (LRR N,
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 147,148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (F13) (MLRA 136, 122)
'Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (SS)
_,,, Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Type:
Depth (inches): a rt
Hydric Soil Present? Yes No '�<
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM --Eastern Mountains and Piedmont Region �7
ProjectlSite:SOlt/ S�-n ISI' a %�r"t:r l ' y / Citylcounty: Wo "-P Sampling Date: 7
Applicant/Owner: _ I�C�P�f� state: Sampling Point:
Investigator(s): CSr� It]� Section, Township, Range: i t of FPr �
Landform (hillslope, terrace, etc.): A lG r'?/ Local relief (concave,'convex, none): Slope
r� Slope
Subregion (LRR or MLRA): ) /� �1 at: n 1(f Ct Long: - 77, �`tb �f Datum::
Soil Map Unit Name: / d/ ( G; 01 "1 1 tf 1 V c '- M) NWI classification: lY
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 Vegetation . Soil , or Hydrology
naturally problematic?
Are 'Normal Circumstances" present? Yes f-,.. No
(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__I( Is the Sampled Area .!
Hydric Soil Present? Yes No X within a Wetland? Yes No
Wetland Hydrology Present? Yes X No
/f �Fj�Id�I � `TR iJ! f`# /t L .,
a
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Prima[ Indicators (minimum of one is required• check
all that apply)
_ Surface Soil Cracks (66)
Surface Water (Al) _
True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
_
_ High Water Table (A2) _
Hydrogen Sulfide Odor (Cl)
Drainage Patterns (810)
_ Saturation (A3) _
Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (616)
_ Water Marks (B1) _
Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (82) _
Recent Iron Reduction In Tilled Soils (C6) _ Crayfish Burrows (C8)
Drift Deposits (133) _
Thin Muck Surface (C7)
— Saturation Visible on Aerial Imagery 0)
_ Algal Mat or Crust (134) _
Other (Explain In Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (65)
- Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
_ Water -Stained Leaves (69)
` Microtopographic Relief (D4)
Aquatic Fauna (B13)
_ FAC -Neutral Test (135)
Field Observations:
Surface Water Present? Yes No %�
Depth (inches):
Water Table Present? Yes No Depth (inches):
�r
Wetland Hydrology Present? Yes_ No
Saturation Present? Yes No
Depth (inches):
includes capillary frin e
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous Inspections), If available:
Remarks:
} /� �,/����l�-•�
i
%p!t[J't ('�`l�'? t��' A{/E�q!
j`"n l r�i .) + ma i
F6 r / p
� P file n dl
/� � � (3 /�7 � r /�'
r�,,�` �'� �``
/
�,r�i,'•�
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) -- Use scientific names of plants.
Tree Stratum (Plot size: )
1.
3.
4.
Sampling Point: V pL_
Absolute Dominant Indicator Dominance Test worksheet:
Cover _ Species? Stat g Humber of Dominant Species
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
Species Across All Strata: (B)
Percent of Dominant Species
©
That Are OBL, FACW, or FAC: (A/B)
=Total Cover
Total % Cover of: " Multiply bv:
50% of total cover: 20% of total cover: OBL species x 1 =
Sapling Stratum (Plot size: , 1
FACW species x2=
1.
FAC species x3=
2.
FACU species x4=
3. UPL species X5=
4. Column Totals: (A) (B)
5.
Prevalence Index = B/A =
= Total Cover
X50% of total cover: 20% of total cover: _ 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: F 30 _ 2 - Dominance Test Is >50%
1 C I q Z° ov 7�t/!vl P y (��,� _ 3 - Prevalence Index is 53.01
2. 4 - Morphological Adaptations' (Provide supporting
3. data In Remarks or on a separate sheet)
4. Problematic Hydrophytic Vegetation' (Explain)
3"o = Total Cover
50% of total cover: S 20% of total cover:
Herb Stratum (Plot size: S ) ✓
1. 1/1,0 1r, S- ee/Mr/ion�
2. A 1'rrMepi(-yv1
3.
4_
5.
6.
7.
q_0 = Total Cover
50% of total cover: a 20% of total cover: g
Woody Vine Stratum (Plot size: )
1.
= Total Cover
50% of total cover: 20% of total cover:
(include photo numbers here or on a separate sheet.)
'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 — Ail herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
It (1 m) in height.
Woody vine —Ail woody vines, regardless of height.
Hydrophytic
Vegetation
Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

SOIL Sampling Point: V PL `
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of Indicators.)
Depth Matrix Redox Features
(inches) Color (mols Color (molst) % Type Lo Texture Remarks
V –,C 0,1A
1 q /004J r1L0
�(T qlt )Op SeC�GO
ITvoe: C=Concentration. D=Deolefion. RM=Reduced Matrix. MS=Masked Sand Grains. ZLocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils":
_ Histosol (A1)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLKA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (Sg) (MLRA 147,148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (Fig)
_ Stratified Layers (A5)
_ Depleted Matrix (173)
(MLRA 136,147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TFi2)
Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_, Other (Explain in Remarks)
_~ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
Sandy Mucky Mineral (S1) (LRR N,
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (84)
— Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
_ Sandy Redox (85)
— Piedmont Floodplain Solis (Fig) (MLRA 148)
wetland hydrology must be present,
_ Stdpped Matrix (S6)
_ Red Parent Material (F21) (MLRA 127,147)
unless disturbed or problematic
Type:
Depth (inches):
Remarks:
Hydrlc Soil Present? Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont –Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
ProjecUSite: o A S al.,A (a x lr+ `•`j ciry�courny: i/t/� n P_ Sampling Rate: a� /
AppficanUOwner: D C�_ P/� / State: ✓ii _ Sampling Point: wt
Investigator(s): -S /�/ Section, Township, Range: F'r, re 75 T
Landform (hlllslope, terrace, etc.): D C /rt /n Local relief (concave, convex, none):* slope (96):
Subregion (LRR or MLRA): Lat; 7J� Long: -7f, OWU71 Datum: 11) e- r
Soil Map Unit Name: C Vin'' {"" I C b,- ' `4 NWI classification:
Are climatic ! hydrologic conditions on the site typical for this time of year? Yes -.,K-- No (If no, explain In Remarks.)
Are Vegetation . Soil or Hydrology significantly disturbed? Are 'Normal Circumstances' present? Yes � No
Are Vegetation Sod 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 2�-_ No Is the Sampled Area
Hydric Soil Present? Yes :X No within a Wetland? Yes _4 No
Wetland Hydrology Present? Yes JC No
Remarks: /
CIlyl7 is /r'j%%f 1 i i'/1.1x47S/fiJ�lr��ltk^11
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)
_ True Aquatic Plants (B14)
— Sparsely Vegetated Concave Surface (138)
_
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (810)
_.__ Saturation (A3)
% Oxidized Rhlzospheres on Living Roots (C3) ,,,_, Moss Trim Lines (1316)
Water Marks (131)
_ Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (62)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (64)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
2� Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (133)
_ Water -Stained Leaves (139)
Aquatic Fauna
Microtopographic Relief (D4)
FAC Test
(1313)
-Neutral (135)
Field Observations:
Surface Water Present?
Yes No- Depth (inches):
Water Table Present?
Yes No Depth (inches):
Saturation Present?
Yes No %` Depth (inches):
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), If available:
Remarks:
__ ori
'f'vt d
1 /
f t�Ct 70 /-s- o
1 n G �y G it . (' CPI 0`i ���"%i
1fr1C
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Tree Stratum (Plot size:
1.
6.
50% of total cover:
Sapling Stratum (Plot size: }
1.
2.
5.
6.
Cover Species? Status
= Total Cover
20% of total cover:
= Total Cover
Shrub Stratum (Plot size: J,J
((�� 50% of total cover: 20% of total cover:
}
I. sq 1% xg/6 Ci do r r.9-av
4.
5.
o = Total Cover
t
S / 50% of total cover: t 0 20% of total cover.
�
Herb Stratum (Plot size: ) t/'
3. L)p P fYi (rr'�r iy ir`nc ilY� ^� rA(l.'
5.
6.
Sampling Point: V14 t` l q/ DSD
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
Species Across All Strata: (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: /00— (AB)
Total % Cover of:
Multi ft DY:
OBL spades
x 1 =
FACW species
x2=
FAC species
x3=
FACU species
x4=
UPL species
X5=
Column Totals:
(A) (B)
Prevalence Index =
B/A =
f-1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
_ 3 - Prevalence Index is 53.0'
4 - Morphological Adaptations' (Provide supporting
data In Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree – Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling – Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub – Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
7. Herb – All herbaceous (non -woody) plants, including
8 herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
9. ft (1 m) in height.
10.
Woody vine –All woody vines, regardless of height.
11.
Q 0 = Total Cover
50% of total cover: U 20% of total cover: adi
Woody Vine Stratum (Plot size: )
1.
2.
4.
Hydrophytic
= Tota(Cover Vegetatlon
50% of total cover: 20% of total cover: Present? Yes No
rs here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont –Version 2.0

SOIL
Description: (Describe to the depth needed to document the indicator or
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist % Type' Loc?
- y_ 1 � 7 Tl of (_70 101Tfl G / a
l6�
RM=Reduced Matrix. MS=Masked Sand
Hydric Soff indicators:
Sampling Point: ,VVe �_ I �/ 00 d
the absence of Indicators.)
Texture Remarks
SSC/� o
— Histosol (Al)
_ Dark Surface (S7)
_, Histic Epipedon (A2)
— Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
_ Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (172)
,___„ Stratified Layers (A5)
7 Depleted Matrix (F3)
„ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
Depleted below Dark Surface (A11)
_ Depleted Dark Surface (F7)
Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
— Umbric Surface (F13) (MLRA 136, 122)
Sandy Redox (55)
, , Piedmont Floodplain Soils (F19) (MLRA 148)
Stripped Matrix (S6)
Red Parent Material (F21) (MLRA 127, 147)
Indicators for Problematic Hydric Sc
2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
(MLRA 147, 148)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Very Shallow Dark Surface (TF12)
_ Other (Explain in Remarks)
31ndicators of hydrophytic vegetation and
wetiand hydrology must be present,
unless disturbed or problematic.
Restrictive Layer {Jf�observed):
Type:
Depth (inches): Hydric Soil Present? Yes No
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

^_WETL`AND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: -SOU-14 -� wn M/(,T City/County: Sampling Date:
Applk:ant(Owner: Lf! State: y Sampling Point: ,iw,'(•% -two
Investigator(s): c Section, Township, Range: � C �!'C), h
Landform (hilislope, terrace, etc.): V1q f1f Local relief (concave, convex, none):o pit v'� Slope (%): 6 "f
Subregion (LRR or MLRA); I LaL 3 7 i iiD "F Long: f� , t Z /Z Da� m: c
Soil Map Unit Name: Oc 0 t tI171- NWI classification:
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
-111<1' 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 7— No
Remarks:
Dciiq t�vi;',... 1's
I�( 1-40"(1,r;v-Put.
HYDROLOGY
Wetland Hydrology indicators:
SecondaQf Indicators (minimum of two required)
Primary Indicators (minimum of one is required;
check all thatapMy)
_ Surface Soil Cracks (36)
_ Surface Water (Al)
_ True Aquatic Plants (814)
Sparsely Vegetated Concave Surface (118)
— High Water Table (A2)
— Hydrogen Sulfide Odor (Cl)
Drainage Patterns (B10)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (B16)
_ Water Marks (81)
_ Presence of Reduced Iron (C4) _, Dry -Season Water Table (C2)
_ Sediment Deposits (62)
_ Recent Iron Reduction In Tilled Solis (C6) _ Crayfish Burrows (Ca)
Drift Deposits (B3)
— Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (34)
_ Other (Explain In Remarks)
Stunted or Stressed Plants (101)
_ Iron Deposits (135).
Geomorphic Position (132)
_ Inundation Visible on Aerial Imagery
(87)
_ Shallow Aquitard (133)
Water -Stained Leaves (139)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (B13)
FAC -Neutral Test (135)
Field observations:
Surface Water Present? Yes
No Depth (inches):
Water Table Present? Yes
No Depth Cinches):
Saturation Present? Yes
No �Depth (inches):
Wetland Hydrology Present? Yes No
(Includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
,t
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Sampling Point: Wet .000
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: ) %Cover Ses? Status Number of Dominant Species
1.1 /�Gi �r (J�v That Are OBL, FACW, or FAC: _ (A)
2.
Total Number of Dominant
3• Species Across All Strata: (B)
4.
Percent of Dominant Species
5. That Are OBL, FACW, or FAC: (AIB)
6.
�= Total Cover
50% of total cover: 20% of total cover:
Sapling Stratum (Plot size: )
1.
6
50% of total cover:
Shrub Stratum (Plot size:
1.
= Total Cover
20% of total cover:
= Total Cover
r 50% of total cover: 20% of total cover:
Herb Stratum (Plot size: )
1. Cci 'K s;lrcK 10 ( LgEL
2.��,rl, i'70y '('T
r �T
3.
4.
6.
7.
8.
9.
10.
11. _
Total Cover
/ ! 20% of total cover:
50% of total cover:
Woody Vine Stratum (Plot size: )
1.
3.
= Total Cover
50% of total cover: 20% of total cover:
Remarks: (include photo numbers here or on a separate sheet.)
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x2=
FAC species
x3=
FACU species
x4=
UP species
x 5 =
Column Totals:
(A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
14 1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
_ 3 - Prevalence Index is 53.0'
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Tree — Woody plants, excluding woody vines,
approximately 20 It (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling —Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 In. (7.6 cm) DBH.
Shrub -Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb — All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine —All woody vines, regardless of height.
Hydrophytic
Vegetation
Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

SOIL
depth needed to document the indicator or
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Svae Loci Texture
a0-:2 YIre i/1�
(aa ssc
)tion. RM=Reduced Matrix. M
Hydric Soil Indicators:
Histosol (Al)
Histic Epipedon (A2)
_ Black Histic (A3)
_ Hydrogen Sulfide (A4)
Stratified Layers (AS)
2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (Ai 1)
_ Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
>(- Sandy Gteyed Matrix (S4)
_ Sandy Redox (S5)
_ Stripped Matrix (S6)
Type:
Depth (inches):
Dark Surface (S7)
Polyvalue Below Surface (S8) (MLRA 147, 148)
Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
T Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 136,122)
_ Piedmont Floodplain Soils (Fig) (MLRA 148)
_ Red Parent Material (F21) (MLRA 127, 147)
Sampling Point: we no
Ion: PL=Pore Lining. M=Matrix.
Indicators for Problematic Hydric Sc
_ 2 cm Muck (A10) (MLRA 147)
_ Coast Prairie Redox (A16)
(MLRA 147,148)
_ Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
_ Very Shallow Dark Surface (TF1 2)
_ Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
urdess disturbed or problematic.
Hydric Soil Present? Yes )/I. No
US Army Corps of Engineers Eastern Mountains and Piedmont -Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
ProjecUSite: 't){' � '" f�� (✓'' %'y' �`'! f` City/County: 1i2ri /t C°
Sampling Date: a
Applicant/Owner: �" State: �% Sampling Point:
/
Investigator(s): C Section, Township. Range: /! lel el- r? (;"�
Landform (hillsiope, terrace, etc.): iG �� _ Local relief (concave, convex, none): %j1C�o t t°� Slope
Subregion (LRR or MLRA): /1�1 t_%�I - /�� >i Lat: I > �! r� t� Long: 10. �/6 + Datum:
Soil Map Unit Name: NWI classification:
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 x No Is the Sampled Area /
Hydric Soil Present? Yes NT within a Wetland? Yes No /
Wetland Hydrology Present? Yes No
Remarks:
0/1
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (B6)
Surface Water (Al) _
True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
_— High Water Table (A2) _
Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (1310)
_ Saturation (A3) _
Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
_ Water Marks (131) —
Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (62) _
Recent Iron Reduction in Tilled Soils (C6)
_, Crayfish Burrows (C8)
_ Drift Deposits (63) _
Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134) _
Other (Explain in Remarks)
— Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (87)
— Shallow Aquitard (D3)
_ Water -Stained Leaves (89)
_ Microtopographic Relief (D4)
Aquatic Fauna (B13)
— FRC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
Depth (inches):
Water Table Present? Yes No
�a�
Depth (inches):
``
Saturation Present? Yes No
Depth (inches):
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Sampling Point: VIPI-
Of
Absolute Dominant Indicator
Dominance Test worksheet:
x 1 =
Tree Stratum (Plot size: )
S �i
Scec€es? SW u
Number of Dominant Species
7
v
_ /�—
That Are OBL, FACW, or FAC:
(A)
/F+; ,v,Total
(A) (B)
Number of Dominant
3. CPt' Tc-
Species Across All Strata:
Percent of Dominant Species
(B)
4. i'ty G h ISG Tu_ /C
5
That Are OBL, FACW, or FAC:
(AB)
=Total Cover
50% of total cover: �0 20% of total cover:
Sapling Stratum (Plot size: 1
1.
4.
= Total Cover
+ 50% of total cover: 20% of total cover:
Shrub Stratum (Pjot size:. 1 I
1. TA�
2. t I'q ri', ,S'frt 7 _ CIPL
3. ElciegIvS(ImArlhaz-a— �_
5.
6.
qO_ = Total Cover
Q'
50% of total cover: 0 20% of total cover:
Herb S ra (Plo�{ size:..? }
1 +=)n lh P t 1-YYt CA n /fn c.•rsn ��
2. t- it f ! C. ([ ,S,
4. KI r0 ft ell,%1 1'c i /)_ r W
5. = _
-- f' �T c. r'Gt r, rte %F; % �7�-la t7�� _ — T.X _.
6.
7.
10.
11.
60 J= Total Cover
50% of total cover: 7 0 20% of total cover:. n
Woody Vine Stratuin (Plot size: ) tr
3.
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x2=
FAC species
x3=
FACU species
x4=
UPL species
x5=
Column Totals:
(A) (B)
Prevalence index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
C 2 - Dominance Test is >50°k
_ 3 - Prevalence Index is 53.0'
_ 4 - Morphological Adaptations' (Provide supporting
data In Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 it (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
It (1 m) In height.
Woody vine - All woody vines, regardless of height.
5.
Hydrophytic
r' Q = Total Cover Vegetation �(
50% of total cover: 20% of total cover: Present? Yes ' \ No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont -Version 2.0

SOIL.
Sampling Point: (✓fir! -'
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' Loci Texture Remarks
_/0 '1- P7-t.��
Hydric Soil Indicators:
RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric
_ Histosol (Al)
Histic Epipedon (A2)
Black Histic (A3)
_ Hydrogen Sulfide (A4)
_ Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11)
— Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
_ Stripped Matrix (S6)
Restrictive Layer(If observed):
Type: 1 0C fc­
Depth (inches):
Remarks:
- Dark Surface (S7)
— Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Thin Dark Surface (S9) (MLRA 147, 148)
— Loamy Gleyed Matrix (172)
_ Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 136, 122)
_ Piedmont Floodplain Soils (Fig) (MLRA 148)
Red Parent Material (F21) (MLRA 127,147)
2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
(MLRA 147, 148)
_ Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Very Shallow Dark Surface (TF12)
,_ Other (Explain in Remarks)
'Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No--
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

Dewberry

E
C
B
VICINITY I
I" = 2000'
A
A
SOUTH SAUNDERS STREET
SEWER REPLACEMENT
MARCH 2018
FOR
THE CITY OF RALEIGH
ONE EXCHANGE PLAZA, SUITE 620
219 FAYETTEVILLE STREET MALL
RALEIGH, NORTH CAROLINA 27601
[phone]
8lOZ S y Nth
Q�JG�0�lai7�
PUBLIC IMPROVEMENT QUANTITIES
PHASE NUMBERS
X
NUMBER OF LOTS
X
LOT NUMBER(S) BY PHASE
X
NUMBER OF UNITS
X
LIVABLE BUILDINGS
X
OPEN SPACE?
X
NUMBER OF OPEN SPACE LOTS
X
PUBLIC WATER (LF)
X
PUBLIC SEWER (LF)
X
PUBLIC STREET (LF)
X
PUBLIC SIDEWALK (LF)
X
SHEET INDEX
SHEET
�z
TITLE
NO.
0W
T1.1
TITLE SHEET
T1.2
GENERAL NOTES / LEGEND
C1.0
INDEX SHEET
C1.1
OVERALL SITE PLAN
C1.2
CONSTRUCTION ACCESS PLAN
C,.3
CONSTRUCTION ACCESS PLAN INSETS
CIA
TEMPORARY BYPASS PLAN SHEET 1 OF 3
C1.5
TEMPORARY BYPASS PLAN SHEET 2 OF 3
C1.6
TEMPORARY BYPASS PLAN SHEET 3 OF 3
C1,7
EXISTING CONDITIONS
C1.8
EXISTING CONDITIONS
C1.9
EXISTING CONDITIONS
C1.10
EXISTING CONDITIONS
CIA 1
EXISTING CONDITIONS
C1.12
EXISTING CONDITIONS
C1.13
EXISTING CONDITIONS
C2.1
SOUTH SAUNDERS PLAN & PROFILE
C2.2
SOUTH SAUNDERS PLAN & PROFILE
C2.3
SOUTH SAUNDERS PLAN & PROFILE
C2.4
SOUTH SAUNDERS PLAN & PROFILE
C2.5
SOUTH SAUNDERS PLAN & PROFILE
C2.6
SOUTH SAUNDERS PLAN & PROFILE
C2.7
SOUTH SAUNDERS PLAN & PROFILE
C2.8
SOUTH SAUNDERS PLAN & PROFILE
C2.9
SOUTH SAUNDERS PLAN & PROFILE
C2.10
SOUTH SAUNDERS PLAN & PROFILE
C2.11
SOUTH SAUNDERS PLAN & PROFILE
C2.12
SOUTH SAUNDERS PLAN & PROFILE
C2.13
SOUTH SAUNDERS PLAN & PROFILE
C3.1 -C3.2
SEDIMENT & EROSION CONTROL DETAILS
C3.3 -C3.6
SANITARY SEWER DETAILS
C4.1 -C4.11
TRAFFIC CONTROL PLAN AND DETAILS
ATTENTION CONTRACTORS
The Construction Confractor responsible for the extension of water, sewer and/or Public
reuse, as approved in these plans, is responsible for contacts the ENGINEERING Sewer Collection / Extension System
SERVICES DEPARTMENT at (919) 9962409, and the PUBLIC UTILITIES
DEPARTMENT at (919) 9964540 al least rwenty lora hours prior to beginning any the Gly of Rdsigh crosents to the rbr.r.ellm ora ext Wm of the
of their constt 4ion. Gry's P°blit - gStem shoen ae qf. ym The -Z.. ma
Cmst..ti- meUa4s vsea for this project shoe eonfpm to the
FAILURE to notify both City Departs-ts in advance of beginning Construction, will stmdo4s 4n4 a "MOotims of the Glys Polafe Utilities Hmdbo*.
result in die issuance of monetary fines, and require reinstallation of any water or Chy d nekign
sewer facilities not inspected as a result of this ratification failure. Pu- uti- ne -.. Penn. s
FAILURE to call for Inspection. Install a Downstream Plug, have Permitted Plans on Aurhenxman m Cawrun
Job sde, or any other Volat- of Cdy of Raleigh Standards will result in a Fine and p�
Possible Exdusion from future work in the City of Raleigh.
0 Dewberry'
Dewberry Engineers Inc.
Y810 WlCDFF 11QN
SUiE {la
ftALEffaH.HL 21.01
P11011E: ele.misad
FIS: 918..819.23
-.I-
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ARK
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SRH
0W
ox
C7�0
U
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J I Alo
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'QW
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2X
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SEAL
•.•'Q.tH cAlpo�.,.
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•�(7/no2• usOBFB^B05rrym,•
KEY PLAN
SCALE
C /23/17 SRH 90S SUBMITTAL
B 11/17/17 SRH 60X SUBMITTAL
A 8/30/17 SRH 30A SUBMITTAL
No. DATEI BY IDescription
REVISIONS
TITLE
TITLE
SHEET
PROJECT No. 50093676
T1.1
ARK
DRAVM BY
SRH
APPROVED BY
EBS
CHECKED BY
AUGUST 2017
DATE
TITLE
TITLE
SHEET
PROJECT No. 50093676
T1.1

13
STANDARD LEGEND
DESCRIPTION
EXISTING
NEW
DESCRIPTION
EXISTING
NEW
NATER VALVE
EASEMENT LINE
- - - - - - - - - - - - - - - -
ROK PPE FOUND
SF - SF - SF -
SILT FENCE
ALTER METER
TREE PROTECTION
NORTH
Sim
-
SILT FENCE OUTLET
MITER M004ME
NIS
BENCHMARK
ROAD SIN
NUMBER
NO.
SANITARY SEWER MA NOLESO
BFE
ON CENTER
STREAM CEIRENINE
...-. .
BLS'
SATRARY SEATER MANHOLE TAC
PT
O
SPOT ELEw7gN
POINT
DROP NLEr-STANDAR...
CIP
POUND
ELECTRIC MMBIIXE
CENTERUNE
YARD 04.17 -STANDARD
TELEPHONE MANHOLE
POLYETHYLENE
PE
YAR INET -GRATE
CONIC.
TELEPNOIE/ELECIR C HIVID HOLE
POWER POLE
..
CORRAGATEO METAL RPE
RUGGED SNNAW SEVER SERNIM
,
UCNT POLE
PROPERLY LIVE
SANITARY SERER SERMCE
!
CONT.
Glp POLE
Al
SENOR FORM MNIi
RAILROAD
R.R.
ELECTRIC METER
"�.'_"
WATER 1111E
ELECTRIC BOX
_...
CUBIC YARD
CAS UNE
TEUPHONE PEDESTAL
"
REQUIRED
SANITARY SEWER LINE
- --..-c_ _
-13-
FIBER OP11C MARKER
-':.;
DIMENSION
PROPERTY LNE
........ _.
NAL BOK
..
SCHEDULE
SLT FENCE
DUCTILE IRON RPE
-SF-
CULVERT
=--.•^.-`--=
ANTS OF DISTURBANCE
SOUTH
- -
UNE BREAK
..
PERMAND1T/TEIP'ORAM
SAWAY SEVER EASEMENT.._...._.
_____
_ _ _ _ _ -
POST
SPECS
EDGE OF PAVEMENT
SWTAW SEWER CA
]
TREE LINE
'.
SQUARE FEET
PUMP AROUND
ELECTRICAL
w
WOODEN FENCE
WNI4IRRr1C1101N AXR55
STAINLESS STEEL
STN STL
CAS VALLA:
EL
REUSE RIVER BUFFER ZONE 1
TEMPORARY BENCHMARK
STD
EXISTING
NEUSE RIVER BUFFER ZONE 2
STATION
SOIL BORING.
FINISH FLOOR ELEVATION
FFE
11EILANDS
TERRACOTTA PPE
TCP
NOTES:
1. THE STANDARD LEGEND AND ABBREVIATIONS SHOWN ON THIS SHEET ARE FOR GENERA.
USE THROUGHOUT THESE DRAWINGS. UNLESS OTHERWISE NOTED OR LABELED.
PROPOSEDLEGEND
ABBREVIATION
•
SEWER MANHOLE
AGGREGATE BASE COURSE
SEWER PIPE
-
EASEMENT LINE
- - - - - - - - - - - - - - - -
LIMITS OF DISTURBANCE
SF - SF - SF -
SILT FENCE
TP TP
TREE PROTECTION
NORTH
CONSTRUCTION ENTRANCE
AT
SILT FENCE OUTLET
ALL CONSTRUCTION TO BE N ACCORDANCE WITH ALL
CRY OF RALEIGH ANIOR NCDOT STANDARDS AND
SPECIFICATION
CONCURRENT REVIEW APPROVAL
CRY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
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STANDARD ABBREVIATIONS
DESCRIPTION
ABBREVIATION
DESCRIPTION
ABBREVIATION
AGGREGATE BASE COURSE
CABG
MINIMUM
MIN.
ALTERNATE
ALT
MISCELLANEOUS
MISC
APPROXIMATE
APPROX.
NORTH
N
AT
O
NOT TO SCALE
NIS
BENCHMARK
BM
NUMBER
NO.
BASE FLOOD ELEVATION
BFE
ON CENTER
O.C.
BUILDING
BLS'
PT
P� Y
POINT
CAST IRON RPE
CIP
POUND
LB
CENTERUNE
POLYETHYLENE
PE
CONCRETE
CONIC.
POLYNNYL CHLORIDE
PVC
CORRAGATEO METAL RPE
CMP
PROPERLY LIVE
PL
CONTINUOUS
CONT.
RAILROAD
R.R.
CUBIC FEET
CF
REINFORCED CONCRETE PIPE
RCP
CUBIC YARD
CY
-
REQUIRED
READ.
DIAMETER
DIA
RIGHT-OF-WAY
R/W
DIMENSION
DIM
SCHEDULE
SCH
DUCTILE IRON RPE
DIP
SOUTH
S
EAST
E
SPECIFICATIONS
SPECS
EDGE OF PAVEMENT
EDP
SQUARE FEET
S.F.
ELECTRICAL
ELEC.
STAINLESS STEEL
STN STL
ELEVATION
EL
STANDARD
STD
EXISTING
EX
STATION
STA
FINISH FLOOR ELEVATION
FFE
TERRACOTTA PPE
TCP
FOOT/FEET
FT.
TOP OF CURB -BACK
TBC
GALLON
GAL
TYPICAL
TIP.
GALLONS PER MINUTE
GPM
VITRIFIED CLAY
VC
GALVANIZED
GALV
WEST
W
GATE VALVE
GV
WITH
W/
INVERT
INV.
WITHOUT
W/0
LINEAR FEET
LF
VITRIFIED CLAY
VC
MAXIMUM
MAX.
GENERAL NOTES
1. SEE PLAN AND PROFILE SHEETS FOR HORIZONTAL AND VERTICAL CONTROL DATA
2. CONTRACTOR SHALL PERFORM WORK BETWEEN THE HOURS OF 7:00 AM TO 5:00 PM. UNLESS
OTHERWISE NOTED
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC AND PEDESTRIAN CONTROL. ALL
TRAFFIC CONTROL MEASURES SHALL BE N ACCOROWMCE WITH THE LATEST MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
4. CONTRACTOR SHALL PROVIDE ALL BARRICADES. SIGNS. ETC. TO PROTECT AND SECURE
CONSTRUCTION AREA, EQUIPMENT. AND MATERIALS FROM THE PUBLIC -
5. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL
APPROVALS AND EASEMENTS ON THE JOB STE AT ALL TIMES.
6. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY
CONSTRUCT THE WORK.
7. THE CONTRACTOR IS RESPONSIBLE FOR ALL EQUIPMENT, LABOR, AND MATERIAL FOR BYPASS
PUMPING OF STORMWATER AND SANITARY WASTEWATER FROM AWNS AND LATERALS.
8. THE CONTRACTOR SHALL PROVIDE AND TEST SANITARY SEWER AWNS PER CITY OF RALEIGH
STANDARDS.
9. THE CONTRACTOR SWILL BE RESPONSIBLE FOR ALL BYPASS PUMPING. (INCLUDING STREAM
BYPASSING).
10, ALL EXISTING UTILITIES HAVE BEEN LOCATED FROM THE INFORMATION AVAILABLE. R IS THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE SIZE AND ACCURATELY LOCATE BOTH
HORIZONTALLY AND VERTICALLY ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION
(ONE CALL CENTER 811). COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE
CONTRACTOR.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED UTILITY
SERVICES ENCOUNTERED WITHIN 8 HOURS OF INTERRUPTED SERVICE. CONTRACTOR SHALL
NOTIFY USERS 24 HOURS PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE.
12. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER
PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS,
MONUMENTS, AND OTHER PERMANENT PONT OF REFERENCE DESTROYED BY THE CONTRACTOR
SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
13. CONTRACTOR SHALL REPAIR ALL DRIVEWAYS AND D:BVEWAY PIPES, PAVED OR UNPAVED
CONCRETE CURB AND GUTTER AND SIDEWALKS TO EXISTING OR BETTER CONDITIONS IF
DISTURBED DURING CONSTRUCTION.
14. CONTRACTOR SHALL INSTALL MEASURES AS NECESSARY DURING CONSTRUCTION FOR
SEDIMENTATION AND EROSION CONTROL.
15. THE CONTRACTOR SWILL BE RESPONSIBLE FOR RELOCATION AND PROTECTION OF EXISTING
UTILITIES (INCLUDING EXISTING WATER MOANS, PRIVATE OR PUBLIC) IF REQUIRED DURING
INSTALLATION OF NEW WORK. THERE WILL BE NO ADDITIONAL OR SEPARATE PAY ITEM FOR
THIS WORK.
16. THE CONTRACTOR SHALL RESTORE/REPLACE ALL SIGNS, MAILBOXES, LANE STRIPING, TRAFFIC
CONTROL DEVICES. ETC. ENCOUNTERED.
17. THE CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO THE EXISTING GRADE SO AS NOT
TO CHANCE DRAINAGE PATTERNS OR CREATE POCKET WETLANDS OF PONDING WATER UNLESS
SHOWN OTHERWISE ON THE DRAWINGS.
18. THE DEPTH OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE MANNER ONLY.
19. ALL MANHOLE RIMS AND COVERS IN PAVEMENT SHALL BE FLUSH WITH PAVEMENT.
20. NOT ALL TREES HAVE BEEN SHOWN FOR CLARITY.
2t. THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL DEVICES AFTER CONSTRUCTION IS
COMPLETE, VEGETATION HAS BEEN ESTABUSHED AND UPON APPROVAL FROM NCDEO ANO/OR
CORPUD.
22. CONTRACTOR SHALL REMOVE ALL TREES WITHIN THE PERMANENT EASEMENT WHERE SEWERS
ARE TO BE INSTALLED. TREES IN TEMPORARY CONSTRUCTION EASEMENT MAY REMAIN.
23. ELEVATIONS BASED UPON NAVD88. HORIZONTAL LOCATIONS ARE BASED UPON NAD88.
24. FIRM MAP 37201702OW AND 3720170300J THE 100 -YEAR FLOOD ELEVATION IS ELEVATION
238.
25. TOTAL DISTURBED AREA S 2.38 ACRES.
26. PROVIDE STANDARD FRAME AND COVER UNLESS OTHERWISE NOTED.
STANDARD UTILITY NOTES:
1. AN materials & mrstrugon methods shag be it accordance with City of Raleigh design standards, details &
sp-ticatons (reference: CORPUD Handbook, axrent edlon)
2. Utility separation requirements:
a) A distance of 100' shell be mainta'rred between sanitary sewer & any privals or pubic water soppy source such as
an impounded reservoir used as a source of drinking water. 1 adequate Isteral separator cannot be acheved,
ferrous sanitary sewer pipe shag be specified & instalad to waterFle specfcatons. However, the minimum
separation shag not be less than 25' from a prk she wet or 50' from a pubic well
b) When installing water &Wer sewer mans, the homontal separation between ut&es shag be 10'. N this sepaston
cannot be maintained due o existing cond'Aons, the mriston abwed a the water man n a separate trench with
the eMvaton of the water man N Meat 18' above the top of the sewer & must be approved by the Pubic Utilities
Diector.
AI distances are measured from outside d'emeter to outside diameter
c) Where '1 is impossible to obtain proper separaton, or anytime a sanitary sewer passes over a waterman, DP
materials or steel encasement extended ICY on each side of on salm must be specied & istatled to waterfne
specicabons
d) 5.(Y minimum horitontal separation a required between al sanitary sewer & storm sewer facUos, unless DP
material is spooled for sanitary sewer
e) Mantas 1B' min. vertical separation at all watemain & RCP slomn dram crossings; maintain 24' min. vertical
separation at al sanitary sewer & RCP storm drain crossings. When, adequate separations cannot be acheved,
specify DP materials & a concrete cradle having 6' min. clearance (Per CORPUD detail W-41 & SA9)
Q AN other underground utilities shag cross water & sewer facilities with 18' min. venial separation requied
3. Any necessary told mveons are subject to review & approval of an amended plan Wor protle by the City of RaMgh
Pubic Utiles Department prom o c0mbuclun
4. Contractor shag maintain continuous water & sewer service to existing residences & businesses throughout eonskucton
of project Any necessary sen,ce idenufAons shag be preceded by a 24 hour advance notice to the City of Raleigh
Pubic Utilities DepamneM
5. 3.0' minimum cover's required on all water mans & sewer fo cemais. 4.0' mninum cover a squired on al muse mains
6. A's the developer's responsibility to abandon or remove existing water & sewer aami- not being used in redevelopment
of a site unless otherwise directed by the Cry of Raleigh Pubic Utiles Department. The includes abandoning tap at
man & removal of service from ROW or easement per CORPUD Handbook procedure
7. AN emironmemal permits applicable to the project must be obtained from NCDWQ, USACE &Lor FEMA for any rparen
buffer. wetland &Lor Owdplain impacts (mspectWly) fir to mnsniton.
8. NCDOT / RaNroed Encroachment Agreements are required for any utily work (including man exlensore & servce taps)
within state or raioad ROW prior to cDnah on.
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Dewberry Engineers Inc.
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TITLE
LEGEND
AND
GENERAL NOTES
PROJECT NO. 50093676
T1.2
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DRAWN BY
SRH
APPROVED BY
EBS
CHECKED BY
DATE
AUGUST 2017
TITLE
LEGEND
AND
GENERAL NOTES
PROJECT NO. 50093676
T1.2

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TOPOGRAPHIC SURVEY NOTES:
I. THIS TOPOGRAPHIC SURVEY IS BASED ON A SURVEY PERFORMED BY DEWBERRY ENGINEERS INC. ON
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(REBAR W/CAP) (REBAR W/CAP)
3. NORTH ARROW IS GRID NORTH AND ALL DISTANCES ARE GROUND DISTANCES.
4. LOCATIONS OF UTILITIES SHOWN ON THIS SURVEY WERE DETERMINED BY OBSERVED EVIDENCE, LOCATION OF
ABOVE GROUND UTILITY APPURTENANCES, AND UTILITY MARKINGS (PAINT, ETC.) PROVIDED BY ON TARGET.
THESE MARKINGS WERE OBSERVED DURING THE COURSE OF THIS SURVEY, WERE FIELD LOCATED, ARE
SHOWN FOR INFORMATIONAL PURPOSES, AND SHOULD BE FIELD VERIFIED IF CRITICAL. UNDERGROUND
UTILITIES NOT SHOWN, MAY EXIST. STORM SEWER AND SANITARY SEWER DATA HAS BEEN COLLECTED FROM
THE RIM OF THE MANHOLE WITHOUT ENTERING THE STRUCTURE. PIPE SIZES AND TYPES SHOULD BE
CONSIDERED APPROXIMATE AND BE FIELD VERIFIED IF CRITICAL. STRUCTURES LABELED "VAULT", IF ANY,
INDICATE A SUBSTRUCTURE WITH LIMITED VISUAL ACCESS AND INVERT INFORMATION.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
CIN OF RALEIGH ANIOR NCDOT STANDARDS AND
SPECIFICATION
CONCURRENT RENEW APPROVAL
CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION
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907. SUBMITTAL
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60% SUBMITTAL
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No. DATE BY
Description
REVISIONS
TITLE
INDEX SHEET
PROJECT NO. 50093676
C1.0
ARH
DRAWNBY
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APPROVED BY
CHECKED BY
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DATE
AUGUST 2017
TITLE
INDEX SHEET
PROJECT NO. 50093676
C1.0

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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
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CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION
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No. DATE BY Description
REVISIONS
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APPROVED BY SRH
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DATE AUGUST 2017
TITLE
OVERALL
SITE PLAN
PROJECT NO. 5009 3676

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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
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SPECIFICATION
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No. DATE BY Description
REVISIONS
TILE
CONSTRUCTION
ACCESS PLAN
PROJECT NO, 50093676
C1.2
DRAWN BYARH
SRH
APPROVED BY
CHECKED BY
EBS
DATE
AUGUST 2017
TILE
CONSTRUCTION
ACCESS PLAN
PROJECT NO, 50093676
C1.2

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Dewberry Engineers Inc
26108NCDFFIKMD
SME 118
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PHONE: [phone]X18
NC8818.861.8829
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INo.1 DATE BY Description
REVISIONS
DRAWN BY ARH
APPROVED BY SRH
CHECKED BY EBS
DATE AUGUST 2017
TRLE
CONSTRUCTION
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C1 .3
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Dewberry Engineers Inc
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SME 118
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INo.1 DATE BY Description
REVISIONS
DRAWN BY ARH
APPROVED BY SRH
CHECKED BY EBS
DATE AUGUST 2017
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CONSTRUCTION
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PROJECT NO. 50093676
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Dewberry Engineers Inc
2839 YA'CIIFF ROAD
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235
235
RECEIVING PIT
407 FEET OF 60'
WELDED STEEL CASING
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230
A LL
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THICKNESS
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WITH GROUT.
230
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SEE SPECIFICATIONS
02445 AND DETAIL 5-39
225
225
no.T2z
451.72' 24El
IOXY COATED RESTRAINED JOINT DIP Q D20%
458.94' 24" EPDXY COATED DIP 0 0.20%
SEAL CASING ENDS
220
WITH BRICK AND NONSHRINK
GROUT (TYP)
220
118,00 19.00 20-00 21+00
PROFILE
22+00 23+00 24+00 24.75
NOTES:
1. REFER TO SECTION 02445 FOR TRENCHLESS
INSTALLATION AND GEOTECHNICAL
INSTRUMENTATION REOUIREMENTS.
2. TRENCHLESS PIT DIMENSIONS ARE SHOWN
FOR CONTRACTOR CONVENIENCE. ACTUAL
PIT DIMENSIONS AND EXCAVATION SUPPORT
METHODS SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
VERTICAL
GRAPHIC SCALE
( IN FEET )
I inch - 3 It
HORIZONTAL
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1 hl.il - 88 R
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Dewberry Engineers Inc
2810'AYCUFFROAD
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No. DATE I BY I DmripWn
REVISIONS
TITLE
30UTH SAUNDERS
PLAN & PROFILE
PROJECT NO. 50093676
C2.2
ARH
DRAWN BY
SRH
APPROVED BY
CHECKED BY
ESS
DATE
AUGUST 2017
TITLE
30UTH SAUNDERS
PLAN & PROFILE
PROJECT NO. 50093676
C2.2

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SEEN NOTE 2
24' SANITARY SEWER
TO BE ABANDONED
F EXISTING TOP OF BANK
SILT FENCE OUTLET (TYP)
NCDOT ROW
TO BE ABANDONED
SEE NOTE 1
PLAN
24" SANITARY SEWER
TO BE ABANDONED
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1-10 EASTBOUND ACCESS RAMP
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186.41'
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223
223
24+50 25+DO
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27+00 PROFILE 28+00
29+00
30+00
31+00 31+50
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
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SPECIFICATION
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
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INTERCEPTOR MANHOLE USING BRICKS AND
NON -SHRINK GROUT.
2. REMOVE TOP 3' OF MANHOLE. FILL BOTTOM Y WITH
FLOWABLE FILL. BACKFILL TO GRADE WITH NATIVE
MATERIAL.
3. PROVIDE TEMPORARY FENCE TO SECURE THE SCHOOL
PROPERTY, IF PERMANENT FENCE IS REMOVED TO
FACILITATE WORK.
4. DEMOLISH EX FENCE TO THE LIMITS SHOWN AND
PROVIDE NEW FENCE WITH IV WIDE DOUBLE LEAF
CHAtNLWK ACCESS THE WIDTH OF THE 20' ACCESS
EASEMENT. TYPE AND HEIGHT TO MATCH EXISTING
FENCE.
5. RETURN ALL GRADING TO EXISTING GRADE UNLESS
OTHERWISE INDICATED.
VERTICAL
GRAPHIC SCALE
( IN FEET)
1 inch - 3 rt
HORIZONTAL
GRAPHIC SCALE
( IN FEET )
11. - 30 61
•
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all before you
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Dewberry Engineers Inc.
2910 MYCDFF ROAD
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No. I DATE BY Description
REVISIONS
ARM
DRAWN BY
SRH
APPROVED BY
CHECKED BY
EBS
DATE
AUGUST 2017
TRUE
>OUTH SAUNDERS
PLAN & PROFILE
FHOJLCI NO. 50093676
C2.3

1
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TEMPORARY /
C NSTRUCTIO
EASEMENT
_ — B' SANITARY SEWER
CURB INLET PROTECTION (TYP) 59
+ TREE PROTECTION FENCE (TYP)2537 S
SAYS RFAL ESFAIE
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CONSTRUCTION
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—
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1. SEED SLOPES 3:1 OR FLATTER SLOPES STEEPER THAN 3:1
SHALL BE MATTED.
2 PROVIDE PVC CAP ON 10' PIPE AT MH 12, AND DEMOLISH EX MH
•142042 AFTER FINAL ACCEPTANCE TESTING OF THE PROPOSED
SEWER AND LATERALS ARE TRANSFERRED TO THE PROPOSED
SEWER.
3. REMOVE TOP T OF MANHOLE. FILL BOTTOM T WITH FLOWABLE
FILL BACKFILL TO GRADE WITH NATIVE MATERIAL.
4. RETURN ALL GRADING TO EXISTING GRADE UNLESS
OTHERWISE INDICATED.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
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SPECIFICATION
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SEWER AND LATERALS ARE TRANSFERRED TO THE PROPOSED
SEWER.
3. REMOVE TOP T OF MANHOLE. FILL BOTTOM T WITH FLOWABLE
FILL BACKFILL TO GRADE WITH NATIVE MATERIAL.
4. RETURN ALL GRADING TO EXISTING GRADE UNLESS
OTHERWISE INDICATED.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
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SPECIFICATION
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Dewberry Engineers Inc.
2s10wrcum ROAD
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PIIOfE. 91 98 81 99 3 6
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Dewberry Engineers Inc.
2s10wrcum ROAD
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PIIOfE. 91 98 81 99 3 6
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B 11/17/17 SRH 602 SUBMITTAL
A 6/30/17 SRH 30% SUBMITTAL
No. DATE By I Description
REVISIONS
ITTLE
SOUTH SAUNDERS
PLAN & PROFILE
PROJECT NO. 50093676
C2.4
ARH
DRAWN BY
SRH
APPROVED BY
CHECKEDBY
EBS
DATE
AUGUST 2017
ITTLE
SOUTH SAUNDERS
PLAN & PROFILE
PROJECT NO. 50093676
C2.4

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W1
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A
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�' I I TREE PROTECTION I
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SILT FENCE
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933TSSAUNOEAS ST I I I I SILT FENCE OUTLET
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TO BEABANDONED
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SEE NOTE 3
I
CITY OF RALEIGH
TEMPORARY CONSTRUCTION 20'TELEPHONE EASEMENT .wadeldmern I III I hI SANITARY SEWER EASEMENT
EASEMENT OB 4221 PG 469
TIi-6 I I I II 24' SANITARY SEWER
0 I I STO BE EE NOTE
II � 1.�I I TOP OF BANK
TO BE ABANDONED _ N TEMPORARY 20'
SEE NOTE 1 I- t- - - CONSTRUCTION EASEMENT
I II
_ _ I
STAGING AREA
D �) 4'LATERAL 2D SSAUNDERSST
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MANHOLE.
2. ABANDON MANHOLE IN NCDOT
RIGHT-OF-WAY. SEE DETAIL.
3. DYE TEST SAWS CLUB STATION BATHROOM
TO CONFIRM LATERAL SERVICE CONNECTION.
ABANDON LATERAL IN PLACE IF NOT IN
SERVICE.
4. MODIFY EXISTING FENCE AND ADD 16' WIDE
DOUBLE LEAF CHAINLINK GATE FOR
EASEMENT ACCESS. HEIGHT AND TYPE TO
MATCH EXISTING FENCE.
S. RETURN ALL GRADING TO EXISTING GRADE
UNLESS OTHERWISE INDICATED.
_ _ w I DB 00,1,10 PG 00136
.- - RIPARIAN BUFFER mm ao23811W
w - III 20' 30'
37+00 10'X20' RECENMG PR
SN II 48' STEEL CASING PIPE ZONE 1
> I BORE AND JACK METHOD RIPARIAN BUFFER
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m1
240
235
230
Dewberry*
Dewberry Engineers Inc.
-IDWlCUFFROAD
SURE 410
RA1E1G11. NC 21607
11101E: 9,9.90, BB39
FAX [phone]
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AUGUST 2017
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0
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BOREAND JACK METHOD
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PROFILE
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1
4300
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m1
240
235
230
Dewberry*
Dewberry Engineers Inc.
-IDWlCUFFROAD
SURE 410
RA1E1G11. NC 21607
11101E: 9,9.90, BB39
FAX [phone]
HCBEIS IFL929
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A /17 SRH 30R SUBMITTAL
ND. DATE I BY DmIlption
REVISIONS
TITLE
SOUTH SAUNDERS
PLAN & PROFILE
PROJECT W. 50093676
225
C2.5
ARH
DRAWN BY
SRH
APPROVED BY
CHECKED BY
E�
DATE
AUGUST 2017
TITLE
SOUTH SAUNDERS
PLAN & PROFILE
PROJECT W. 50093676
225
C2.5

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TO BE SDM MUNOERS Si. TO BE TO BE
ABANDONED tfe'ww ABANDONED TO BE - - ABAN E13 NAD 8J
SEE NOTE 2 SEE NOTE 3 ABANDONED SEE NOT 2 111,
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0 Dewberry*
Dewberry Engineers Inc.
2610 WYCOFF ROAD
SU E410
RaIEIGH. NG 2]602
PIIOIE: B19.11it9H1B
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Call before you
0 Dewberry*
Dewberry Engineers Inc.
2610 WYCOFF ROAD
SU E410
RaIEIGH. NG 2]602
PIIOIE: B19.11it9H1B
FA%: B19B61J92S
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REVISIONS
TITLE
>OUTH SAUNDERS
PLAN & PROFILE
PROJECT NO. 50093676
C2.6
ARH
DRAWN BY
SRH
APPROVED BY
CHECKED BY
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DATE
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TITLE
>OUTH SAUNDERS
PLAN & PROFILE
PROJECT NO. 50093676
C2.6

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2. ABANDON MANHOLE IN NCDOT
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3. DYE TEST BUILDING PLUMBING TO
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Know what's belOW.
Call before You
It Dewberry*
Dewberry Engineers Inc.
.6,OYA-CL1FF ROAD
SLxiE 110
PHDNEH. NL 2ra0]
PlloraE: a1..e.l8xw
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No, DATE BY Description
REVISIONS
TITLE
SOUTH SAUNDERS
PLAN & PROFILE
PROJECT NO. 50093676
C2.7
ARH
DRAWN BY
SRH
APPROVED BY
CHECKED BY
EBS
DATE
AUGUST 2017
TITLE
SOUTH SAUNDERS
PLAN & PROFILE
PROJECT NO. 50093676
C2.7

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C
C
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F
I
10" SANITARY SEWER
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
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Dewberry Engineers Inc.
2810 RNCLIFF ROAD
SUIfE AtO
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PIIOfF: 9t&86t993B
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DATE AUGUST 2017
TITLE
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EXISTING
KEY PLAN
GRADE
255
255
250
250
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PVC @0.50%
245
245
9+75 10+00 PROFILE 11+00
NOTES:
1. PROVIDE PVC ON EXISTING PVC
SEWER
•
Know what5 below.
05711 before youdig.
VERTICAL
GRAPHIC SCALE
( IN Feer)
1 Inch - 3 M
HORIZONTAL
GRAPHIC SCALE
9(�
I Inch - 30 M
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M10W CUFF RDAD
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%WFF: 918.9519939
FA%: 918.901.9823
NCBELS IFd928
SCALE
C 3/23/17 SRH 90% SUBMITTAL
B 11/17/17 SRH 60% SUBMITTAL
A 6/30/17 SRH 30% SUBMITTAL
No. DATE BY I Description
REVISIONS
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KEY PLAN
SCALE
C 3/23/17 SRH 90% SUBMITTAL
B 11/17/17 SRH 60% SUBMITTAL
A 6/30/17 SRH 30% SUBMITTAL
No. DATE BY I Description
REVISIONS
DRAWN BYARH
SRH
APPROVED By
CHECKED BY
EBS
DATE
AUGUST 2017
TITLE
30UTH SAUNDERS
PLAN & PROFILE
PROJECT NO. 50093676
C2.13