20181077 Ver 1_Riparian Buffer Authorization_20180802

= 13
August 2, 2018
NCDWR Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, North Carolina 27604
Attention: Ms. Karen Higgins
Reference: Application for Buffer Authorization
Proposed River Bend Park Kayak Launch
6580 Perry Creek Road
Raleigh, Wake County, North Carolina
S&ME Project No. 1305-16-126
Dear Ms. Higgins:
On behalf of the City of Raleigh, S&ME, Inc (S&ME) is submitting this Buffer Authorization Request for the above -
referenced project as application for a North Carolina Department of Environmental Quality (DEQ) Division of
Water Resources (DWR) Buffer Authorization.
BACKGROUND INFORMATION
The City of Raleigh proposes to develop a new park within the 5401 North Planned Development District, a 402 -
acre planned residential and mixed use development at the northeast quadrant of the intersection of Highway 401
north and Interstate 540. The overall 24.9 -acre proposed park will involve the construction of one comfort station,
parking areas, and paved access to a kayak launch along the Neuse River.
The following documents are provided in support of our request:
Riparian Buffer Authorization Form;
Appendix I: Figures: USDA -SCS Soil Survey Exhibit (Figure 1), USGS Topographic Exhibit (Figure 2),
and a 2017 Color Aerial and Topographic Exhibit (Figure 3);
Appendix II: Agent Authorization;
Appendix III: Impact Exhibits;
Appendix IV: Stormwater Exhibits;
Appendix V: Stormwater Narrative;
Appendix VI: USACE Confirmation Email and Preliminary Jurisdictional Determination Request.
PROPOSED PROJECT IMPACT
Impacts to the Neuse River buffers are the result of the installation of a permanent kayak launch to provide access
to the Neuse River. A paved access will extend from the paved loading / unloading area to the Neuse River. The
kayak launch will access the river at an angle in the direction of flow from the river. During installation,
S&ME, Inc. 13201 Spring Forest Road I Raleigh, NC 27616 1 p 919.872.2660 1 www.smeinc.com

S&ME Project No. 1305-16-126
NCDWR Buffer Permitting Branch
August 2, 2018
Page 2
approximately 4,032 square feet (0.09 acres) will be cleared to allow for construction workspace. Within Zone 1 of
the riparian buffer, 905.5 square feet will be allowed to return to natural conditions after construction is complete,
resulting in temporary impacts to this area. Within Zone 2, 494.1 square feet will also be allowed to return to
forested conditions after construction, again resulting in temporary impacts.
Within Zone 1, permanent impacts will consist of the installation of the proposed kayak launch and corresponding
access path and the conversion of the forested buffer to a maintained herbaceous area. Permanent impacts with
Zone 2 will be the result of the installation of the proposed paved kayak launch and potential lack of stable
herbaceous vegetation within the immediate vicinity of the paved path due to increased foot traffic and the
placement of strategic boulders for use as seating. This area will be planted with an herbaceous riparian seed mix
and growth of herbaceous vegetation adjacent to the path will be encouraged. Within the footprint of the
proposed kayak launch, grading will be required to reduce the slope of the river bank to accommodate the ramp
and an approximately 12 -foot wide concrete ramp will be constructed within the bank. Boulders will be placed
adjacent to the ramp on either side to provide additional stability for the ramp. Impacts to the Neuse River will
comply with the conditions of the USACE Nationwide Permit No. 36 for Boat Ramps and the corresponding NC
DWR Water Quality General Certification No. 4132. Written notification to the USACE or NC DWR is not required
under the conditions of these permits.
The location for the proposed kayak launch was designed to limit impacts to the Neuse River, riparian buffer, and
the overall site. Throughout the site, the Neuse River has steep bank slopes. Installation of the kayak launch will
require the bank to be re -graded to allow for access to the river by pedestrians. The current location was
determined to have a more gradual slope than other areas throughout the site, resulting in less grading within the
riparian buffer and river bank. The site plan also utilizes previously cleared areas from the existing sewer easement
for the proposed kayak launch path where it is perpendicular to the Neuse River. While the kayak launch itself
needed to be placed outside of the existing sewer easement due to the necessary grading for the launch,
engineers utilized the existing footprint of the sewer easement to reduce the overall amount of clearing that
would be necessary within the site. The location of the proposed access path was also designed to avoid wetlands
present on site. After construction, areas that do not need to remain herbaceous and maintained will be planted
with a riparian seed mix and allowed to regrow woody vegetation. Areas that do need to be maintained adjacent
to the proposed path will be planted with a riparian herbaceous seed mix to encourage plant growth and will be
mowed periodically.
Specific attention will be paid to ensure grading is only performed to the extent needed for the proposed project
and all grading not required will be avoided. During construction of the kayak launch, a cofferdam system will be
implemented to create dry conditions for construction. Additional impacts to the Neuse River will be avoided
through the use of appropriate sediment and erosion control devices during construction.
S&ME, Inc.

S&ME Project No. 1305-16-126
NCDWR Buffer Permitting Branch
CLOSING
August 2, 2018
Page 3
By copy of this correspondence and completed Riparian Buffer Authorization Form, we are requesting your written
concurrence with this Buffer Authorization application. If we can provide additional information or answer
questions you may have, please feel free to contact us at [phone] or email Ashley Bentz at
[e-mail].
Sincerely,
S&ME, Inc.
Walter Cole, LSS, REHS
Senior Project manager
[phone]
[e-mail]
S&ME, Inc.
Idil 6bt�-
Ashley Bentz, PWS
Staff Scientist
[phone]
[e-mail]

DWR
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
A. Applicant Riparian Buffer Authorization Form Information
1. Project Information
la. Name of project:
River Bend Park - Phase I
1 b. County:
Wake
1c. Nearest municipality:
Raleigh
1d. Subdivision name:
1e. Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer 1f below.
❑ Yes ® No
1f. Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Owner Information
2a. Name on Recorded Deed:
City of Raleigh
2b. Deed Book and Page No.
Book No. 014896, Page No. 02266
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
2d. Responsible Party
(for Corporations):
Diane Sauer, City of Raleigh Parks, Receation, and Cultural Resources Director
Contact: Lora Greco, Project Manager
2e. Street address:
PO Box 590
2f. City, state, zip:
Raleigh, NC 27602
2g. Telephone no.:
[phone]
2h. Fax no.:
2i. Email address:
[e-mail]
3. Applicant Information (if different from owner)
3a. Applicant is:
❑ Agent ❑ Other, specify:
3b. Name:
3c. Business name
(if applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
4. Agent/Consultant Information (if applicable)
4a. Name:
Walter Cole / Ashley Bentz
4b. Business name
(if applicable):
S&ME, Inc.
4c. Street address:
3201 Spring Forest Road
4d. City, state, zip:
Raleigh, NC 27616
4e. Telephone no.:
919-872-2660
4f. Fax no.:
4g. Email address:
I [e-mail]
FORM: BA 10-2013 Page 1 of 7

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
1736986508
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.860686
Longitude: -78.528720
1 c.
Property size:
24.97 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Neuse River
2b.
Water Quality Classification of nearest receiving
C; NSW
water:
2c.
River basin:
Neuse River Basin
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
The 24.9 -acre undeveloped and wooded site is part of the greater proposed 5401 North Planned Development
District combining residential and mixed uses. The property's topography generally slopes to the east and
southeast toward the Neuse River, which serves as the eastern property boundary for the site. A significant
portion of the property contains floodplains and are also within the Upper Neuse River Floodplain Significant
Natural Heritage Area, which is identified as an ecologically valuable natural area. The Neuse River Greenway
Trail traversed the eastern boundary of the site adjacent to the Neuse River and is located adjacent to a 60 -foot
wide sewer easement.
The recently opened River Bend Middle School is located to the west of the site and the Northern Campus of
Wake Tech Community College is located to the north of the site.
3b.
Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c.
Attach an 8'/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
The site contains approximately 1,390 LF of perennial stream channel (Neuse River). The Neuse River serves
as the site boundary along its eastern side.
3e.
Explain the purpose of the proposed project:
The project is a part of the greater 5401 North Planned Development District, which is an approximately 402 -
acre residential and mixed-use development project. The vision of this development is a pedestrian -oriented
community with a walkable and cyclist friendly network of trails and streets. Per the Planned Development
Conditional Use Overlay District for the 5401 North Property, a minimum of 15% of the development must be
reserved as open space. This park will play a significant role in providing open space to Wake Tech
Community College, River Bend Elementary School, River Bend Middle School, and the 5401 residential
development. The kayak launch will provide river access to the Neuse River for small non -motorized crafts
such as kayaks and canoes, joining an existing five launches along a 17 mile stretch of the Neuse River
maintained by the City of Raleigh.
3f.
Describe the overall project in detail, including the type of equipment to be used:
The project will involve the construction of one comfort station, parking areas, and paved access to the kayak
launch along the Neuse River. Construction will be performed by standard commercial construction equipment.
No specialized equipment not regularly seen on commercial projects is anticipated.
FORM: BA 10-2013 Page 2 of 7

Project Information and Prior Project History
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
® Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property/
Comments:
project (including all prior phases) in the past?
4b. If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company: S&ME
Name (if known): Walter Cole
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
S&ME conducted a jurisdictional delineation of the project area and submitted a Jurisdictional Determination
request to the United States Army Corps of Engineers (USACE) on March 3, 2017. This delineation was
confirmed by Ms. Tasha Alexander during a site visit on October 11, 2017. Ms. Alexander confirmed that the
PJD would be issued concurrently with any necessary permits (see attached jurisdictional determination
request and email confirming that no changes to the determination were made during the site visit).
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
According to the River Bend Park Master Plan Report dated September 2016, the master plan includes plans
for an entry road and associated parking, two comfort stations with utilities, trails, playground areas, a kayak
launch and associated access road. For financial reasons, several of these amenities, including the second
comfort station, playground areas, additional trails, park center, and amphitheater along with their associated
additional parking and potential stormwater management devices are relegated to a future phase of
development.
FORM: SSGP3080 8-13 Page 3 of 7

C. Proposed Impacts Inventory
1. Buffer Impacts
1 a. Project is in which protected
® Neuse ❑ Tar -Pamlico ❑ Catawba
basin?
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
Reason for
Type of impact
Stream
Buffer mitigation
Zone 1
Zone 2
number—
impact
(exempt, allowable,
name
required?
impact
impact
Permanent (P)
allowable w/
(sq ft)
(sq ft)
or Temporary
mitigation)
T
B1 ® P ❑ T
Clearing for
allowable
Neuse River
❑ Yes ® No
1,493.46
1,138.63
kayak launch
installation
B2 ❑ P ® T
Clearing for
allowable
Neuse River
❑ Yes ® No
905.5
494.1
kayak launch
installation
B3 El El
El Yes El No
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 El El
El Yes El No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total buffer impacts
2,398.96
1,632.73
1 c. Comments: Impacts to the Neuse River buffers are the result of the installation of a permanent kayak launch to
provide access to the Neuse River. A paved access will extend from the paved loading / unloading area to the
Neuse River. The kayak launch will access the river at an angle in the direction of flow from the river. During
installation, approximately 4,032 square feet (0.09 acres) will be cleared to allow for construction workspace.
Within Zone 1 of the riparian buffer, 905.5 square feet will be allowed to return to natural conditions after
construction is complete, resulting in temporary impacts to this area. Within Zone 2, 494.1 square feet will also
be allowed to return to forested conditions after construction, again resulting in temporary impacts. Within
Zone 1, permanent impacts will consist of the installation of the proposed kayak launch and corresponding
access path and the conversion of the forested buffer to a maintained herbaceous area. Permanent impacts
with Zone 2 will be the result of the installation of the proposed paved kayak launch and potential lack of stable
herbaceous vegetation within the immediate vicinity of the paved path due to increased foot traffic and the
placement of strategic boulders for use as seating. This area will be planted with an herbaceous riparian seed
mix and growth of herbaceous vegetation adjacent to the path will be encouraged. Within the footprint of the
proposed kayak launch, grading will be required to reduce the slope of the river bank to accommodate the
ramp and an approximately 12 -foot wide concrete ramp will be constructed within the bank. Boulders will be
placed adjacent to the ramp on either side to provide additional stability for the ramp. Impacts to the Neuse
River will comply with the conditions of the USACE Nationwide Permit No. 36 for Boat Ramps and the
corresponding NC DWR Water Quality General Certification No. 4132. Written notification to the USACE or NC
DWR is not required under the conditions of these permits.
FORM: BA 10-2013 Page 4 of 7

C. Impact Justification and Mitigation, continued
D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1 a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The location for the proposed kayak launch was designed to limit impacts to the Neuse River, riparian buffer,
and the overall site. Throughout the site, the Neuse River has steep bank slopes. Installation of the kayak
launch will require the bank to be re -graded to allow for access to the river by pedestrians. The current location
was determined to have a more gradual slope than other areas throughout the site, resulting in less grading
within the riparian buffer and river bank. The site plan also utilizes previously cleared areas from the existing
sewer easement for the proposed kayak launch path where it is perpendicular to the Neuse River. While the
kayak launch itself needed to be placed outside of the existing sewer easement due to the necessary grading
for the launch, engineers utilized the existing footprint of the sewer easement to reduce the overall amount of
clearing that would be necessary within the site. The location of the proposed access path was also designed
to avoid wetlands present on site. After construction, areas that do not need to remain herbaceous and
maintained will be planted with a riparian seed mix and allowed to regrow woody vegetation. Areas that do
need to be maintained adjacent to the proposed path will be planted with a riparian herbaceous seed mix to
encourage plant growth and will be mowed periodically.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
Specific attention will be paid to ensure grading is only performed to the extent needed for the proposed project and
all grading not required will be avoided. During construction of the kayak launch, a cofferdam system will be
implemented to create dry conditions for construction. Additional impacts to the Neuse River will be avoided
through the use of appropriate sediment and erosion control devices during construction.
2.
Buffer Mitigation
2a.
Will the project result in an impact within a protected riparian buffer that requires buffer
❑ Yes ® No
mitigation?
2b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet
(square feet
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation
required:
2c.
If buffer mitigation is required, is payment to a
❑ Yes ❑ No
mitigation bank or NC EEP proposed?
2d.
If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e.
If no, then discuss what type of mitigation is proposed.
2f.
Comments:
FORM: SSGP3080 8-13 Page 5 of 7

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
® Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
❑ Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 a.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
® Yes ❑ No
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
of public (federal/state) land?
Manual and attach a BMP Supplement Form.
1 b.
SEE ATTACHED STORMWATER PLAN AND NARRATIVE.
❑ Yes ® No
F.
Supplementary Information
1.
Environmental Documentation
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the use
® Yes ❑ No
of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ® No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent For government transportation projects sent by
by First Class Mail via the US Postal Service: delivery service (UPS, FedEx, etc.).-
NC
tc.):NC DWR, Transportation Permitting Unit OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
For all other projects sent by First Class Mail For all other projects sent by delivery service
via the US Postal Service (UPS, FedEx, etc.).-
Karen
tc.):Karen Higgins OR Karen Higgins
NCDWR — 401 & Buffer Permitting Branch NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
FORM: BA 10-2013 Page 6 of 7

APPENDIX 1
FIGURES

/
E
I
n
o REFERENCE:
a GIS BASE LAYERS WERE OBTAINED FROM THE 2017 NCONEMAP AERIAL ORTHOIMAGERY
C' LAYER, 2013 WAKE COUNTY CONTOUR DATASET, AND THE MAY 2016 WAKE COUNTY NE
m PARCEL SHAPEFILE. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE
LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY
m INFORMATION, UNLESS STATED OTHERWISE.
0
2017 COLOR AERIAL AND TOPOGRAPHIC EXHIBIT
III RIVER BEND PARK
CITY OF RALEIGH
RALEIGH, WAKE COUNTY, NORTH CAROLINA
1
N
Site Parcel
2 -Foot Contours
SCALE:
FIGURE NO.
1=250'
DATE:
3
8-1-18
PROJECT NUMBER
1305-16-126

APPENDIX II
AGENT AUTHORIZATION

AGENT AUTHORIZATION AND RIGHT -OF -ENTRY FORM
Date: 12/7/2016
Project Information
S&ME Project Name: City of Raleigh River Bend Park
Type of Project: Recreational
Location: 6580 Perry Creek Road, Raleigh Wake County, North Carolina
Property Owner/Representative Information
Business Name:
ULLy of Raleigh
Mailing Address: Post Office Box 590
City, State, Zip Code. Raleigh, North Carolina 27602
Telephone No. 919-9964771 Lora Greco Project Manager)
Contact: Diane Sauer, Parks, Recreation & Cultural Resources Director
Agent Information
Business Name:
Street Address:
City, State, Zip Code
Telephone No.
Contact:
I
S&ME, Inc.
3201 Spring Forest Road
Raleigh, NC 27616
919472-2660
Mr. Walter Cole
on
Authorization: behalf
of
(Contact Signature)
City of Raleigh, North Carolina ,
(Name of Landowner or Representative)
a duly authorized owner of record of the properly/ propert
ies identified herein, hereby authorize
S&ME to act as agent with the USCAE in connection with the above-mentioned project.
I also authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) to enter upon the property herein described for the purposes of conducting on-site
investigations and issuing a determination associated with Waters of the U.S. subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/ or Section 10 of the Rivers and
Harbors Act of 1889.

Stormwater Management Narrative
The project has claimed an exemption to the Stormwater Runoff Control regulations set forth in the City of
Raleigh Unified Development Ordinance (UDO). This exception is pursuant to UDO 9.2.2.E2.D which states that
the stormwater runoff control requirements do not apply to sites where "compliance with Section 9.2.2.E1 above,
would result in greater adverse downstream impact, such as local flooding, as determined by City -approved
engineering studies." Per discussions with the City of Raleigh's Stormwater Management Division, the slope of the
site drains from the west to the east. The Neuse River and its floodplain run along the east side of the property.
Installing runoff control measures adjacent to the floodplain would result in greater adverse impacts with respect
to flooding.
To adequately control stormwater generated by impervious surfaces on site, the project engineers have designed
several drainage swales in strategic locations around the site. These swales are depicted on the attached Site
Grading Plan (Sheets C-0.0, C-3.0, C-3.1, and C-3.2).
On the attached Narrative Exhibit 1, Area 1 is depicted by a green outline. Stormwater from this area, which
includes the northern portion of the proposed parking lot, will drain into a vegetated swale north of the parking
area. This swale will be planted with sod and maintained regularly. As the swale approaches the woodline, the
swale will flatten, allowing diffuse flow to be achieved as the water enters the woodline to the east.
Depicted on both Narrative Exhibit 1 and Narrative Exhibit 2 as a red outline, Area 2 accounts for stormwater
generated by the southern portion of the parking area and for the paved drive to access the loading and
unloading zone for the proposed kayak launch. Stormwater from the parking area is conveyed to the drainage
swale along the southern side of the proposed paved drive via drainage pipes. The drainage swale will extend
along the southern side of the proposed drive. The Swale will be planted with sod and maintained regularly.
Outlets in the curb and gutter system along the proposed paved drive will direct stormwater from the drive into
the drainage swale at strategic points. These strategic locations will incorporate gravel pads to decrease the
potential for erosion of the drainage Swale. As the drainage swale approaches the southern property boundary
and woodline, the swale will flatten to encourage diffuse flow before entering an existing draw.
Area 3 is depicted as a light blue outline on the attached Narrative Exhibit 2. Area 3 addresses stormwater
generated by the loading / unloading zone for the proposed kayak launch as well as its associated parking area.
The gently sloping paved area will not include a curb or gutter system to encourage diffuse flow into an
approximately five-foot wide vegetated strip. This vegetated strip is approximately depicted on Narrative Exhibit
2 as a light green line and will consist of sod and will be maintained regularly. This vegetated strip will be
surrounded by a landscaped bed of grasses before entering the woodline south and east of Area 3.
Area 4 is depicted on both Narrative Exhibit 1 and Narrative Exhibit 2 as a yellow outline. This swale addresses
stormwater from the northern slope resulting from the construction of the proposed paved path. As the vegetated
swale approaches the woodline, the swale will flatten to encourage diffused flow.

/
E
I
n
o REFERENCE:
a GIS BASE LAYERS WERE OBTAINED FROM THE 2017 NCONEMAP AERIAL ORTHOIMAGERY
C' LAYER, 2013 WAKE COUNTY CONTOUR DATASET, AND THE MAY 2016 WAKE COUNTY NE
m PARCEL SHAPEFILE. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE
LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY
m INFORMATION, UNLESS STATED OTHERWISE.
0
2017 COLOR AERIAL AND TOPOGRAPHIC EXHIBIT
III RIVER BEND PARK
CITY OF RALEIGH
RALEIGH, WAKE COUNTY, NORTH CAROLINA
1
N
Site Parcel
2 -Foot Contours
SCALE:
FIGURE NO.
1=250'
DATE:
3
8-1-18
PROJECT NUMBER
1305-16-126

APPENDIX III
IMPACT EXHIBITS

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APPLICANT INFORMATION.
PROJECT. RIVER BEND PARK—PHASE 1
OWNER: CITY OF RALEIGH PARKS, RECREATION AND CULTURAL RESOURCES DEPARTMENT
OWNER CONTACT. 222 W. HARGETT STREET, SUITE 601
RALEIGH, NC 27601
OFFICE: 919-996-4771
NOTE:
TOTAL NEUSE RIVER BUFFER ON—SITE.
TOTAL NEUSE RIVER BUFFER IMPACTED ON—SITE.
1.61 ACRES
0.09 +/— ACRES
FEMA FIRM #3720173600) & #3720173700J WITH AN EFFECTIVE DATE OF MAY 02, 2006 INDICATES
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GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
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CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
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APPLICANT INFORMATION.
PROJECT. RIVER BEND PARK—PHASE 1
OWNER: CITY OF RALEIGH PARKS, RECREATION AND CULTURAL RESOURCES DEPARTMENT
OWNER CONTACT. 222 W. HARGETT STREET, SUITE 601
RALEIGH, NC 27601
OFFICE: 919-996-4771
NOTE:
TOTAL NEUSE RIVER BUFFER ON—SITE.
TOTAL NEUSE RIVER BUFFER IMPACTED ON—SITE.
1.61 ACRES
0.09 +/— ACRES
FEMA FIRM #3720173600) & #3720173700J WITH AN EFFECTIVE DATE OF MAY 02, 2006 INDICATES
THAT THIS PROPERTY IS LOCATED IN ZONE 'Y'' AREAS DETERMINED TO BE OUTSIDE THE 0.2%
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GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
C - `7 L "
IDESIGIV
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-1595
PRELIMINARY
NOT FOR
CONSTRUCTION
DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
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APPLICANT INFORMATION:
PROJECT. RIVER BEND PARK—PHASE 1
OWNER: CITY OF RALEIGH PARKS, RECREATION AND CULTURAL RESOURCES DEPARTMENT
OWNER CONTACT: 222 W. HARGETT STREET, SUITE 601
RALEIGH, NC 27601
OFFICE. 919-996-4771
NOTE:
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TOTAL NEUSE RIVER BUFFER IMPACTED ON—SITE:
1.61 ACRES
0.09 +/— ACRES
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THAT THIS PROPERTY IS LOCATED IN ZONE "X'; AREAS DETERMINED TO BE OUTSIDE THE 0.2%
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1% ANNUAL CHANCE FLOOD, AND THE FLOODWAY AREAS IN "ZONE AE".
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
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CLH Design, PA
400 Regency Forest Dr.
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Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-1595
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OWNER: CITY OF RALEIGH PARKS, RECREATION AND CULTURAL RESOURCES DEPARTMENT
OWNER CONTACT: 222 W. HARGETT STREET, SUITE 601
RALEIGH, NC 27601
OFFICE. 919-996-4771
NOTE:
TOTAL NEUSE RIVER BUFFER ON—SITE.
TOTAL NEUSE RIVER BUFFER IMPACTED ON—SITE:
1.61 ACRES
0.09 +/— ACRES
FEMA FIRM #3720173600) & #3720173700J WITH AN EFFECTIVE DATE OF MAY 02, 2006 INDICATES
THAT THIS PROPERTY IS LOCATED IN ZONE "X'; AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOOD, ZONE "AE'; SPECIAL FLOOD HAZARD AREA SUBJECT TO INUNDATION BY THE
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100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
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C-) E S I C-3 P%4
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-1595
PRELIMINARY
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CONSTRUCTION
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IMPACT TABLE
NEUSE REGULATORY
SQUARE
FT.
ACRES
IMPACT STATUS
BUFFER TYPE
ZONE 1 I MPA C TS
PERMANENT
ZONE 2 I MPA C TS
TOTAL IMPACTS
4031.69
S.F.
0.09
AC
PERMANENT
TEMPORARY
ZONE 1 & 2
TOTAL
w
0
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1399.6
S.F.
0.03
AC
TEMPORARY
TOTAL
2632.09
S.F.
0.06
AC
PERMANENT
PERMANENT IMPACTS
c
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1493.46
S.F.
0.03
AC
PERMANENT
905.5 S.F.
0.02
AC
TEMPORARY
ZONE 2 I MPA C TS
1138.63
S.F.
0.03
AC
PERMANENT
494.1
S.F.
0.01
AC
TEMPORARY
IMPACT LEGEND
NEUSE REGUL A TORY
IMPACT
BUFFER TYPE
DELINEA TION
PERMA NEN T
\
ZONE 1 I MPA C TS
PERMANENT
ZONE 2 I MPA C TS
TEMPORARY IMPACTS
+ + + + + +
+ + + + + +
GRAPHIC SCALE
10 0 5 10 20 40
( IN FEET )
1 inch = 10 ft.
C�ESIGIV
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-1595
111
PRELIMINARY
NOT FOR
CONSTRUCTION
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DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
IMPACT MAP #1
ENLARGEMENT
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DRAFTED BY. YA, DL
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DATE: 23 JULY 2018
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NCDEQ EROSION CONTROL SUBMITTAL
IMPACT MAP #1
ENLARGEMENT

APPENDIX IV
STORMWATER EXHIBITS

RIVER BEND PARK -PHASE 1
6580 PERRY CREEK ROAD
RALEIGH NC
FILE
DEVELOPMENT
Project Data Sheet SERVICES
DEPARTMENT
Development Services Customer Service Center I 1 Exchange Plaza, suite 4001 Raleigh, NC 2-76011919-996-2495
Litchford Satellite Office 1 8320 - 130 LlchfoH Road I Raleigh, NC 2-76011919-996-4200
GENERAL INFORMATION
Development Name: River Bend Park
Proposed Use: Park
Property Address(es): 6580 perry Creek Road, Raleigh, INC 27616
Wake County Property Identification Number(s) (PIN) for each parcel to which these guidelines will apply:
PIN #173698650$
PIN #
PIN #
PIN #
What is the project type? ❑Apartment ❑Bank ❑Elderly Facility ❑Hospital ❑HotellMotel ❑Industrial Building
❑Mixed Residential ❑Non -Residential Condo ❑Office ❑Religious Institution ❑Residential Condo ❑Retail
❑School ❑Shopping Center ❑Single Family Residential ❑Telecommunication Tower ❑Townhouse 60ther
Scope of work: This project consists of tree clearing and mass grading to construct a Comfort Station, Kayak
Launch Station, Parking Lot, Walking Trail, and all related utility and site improvements.
FOR APARTMENTS, CONDOS, AND TOWNHOMES ONLY
1. Total number of townhouse lots: Number attached: Number detached:
2. Total number of apartment or condominium units:
3. Total number of Congregate Care or Life Care Dwelling units:
4. Overall total number of dwelling units (from 1-3 above):
5. Number of bedroom units: 1 BR 2BR 3BR 4BR or more
6. Overall unit(s) per acre densities per zoning district(s):
DEVELOPMENT TYPE AND SITE DATA TABLE (applicable to all developments)
Zoning Information
Building Information
Zoning District(s): pD
Proposed use of building(s): Recreation
If more than one district, provide acreage of each:
Proposed Sq. Ft. of building(s) gross:
384 SF
Overlay District(s): NTA
Existing Sq. Ft. of building(s) gross: N/A
Total site acreage: 24.97 ac
Total Sq. Ft. gross (existing and proposed): 384 SF
Off street parking: Required nla Provided 67
Proposed height of building(s): 15'-6"
COA (Certificate of Appropriateness) case #t N/A
FAR (floor area ratio) %:.22%
BOA (Board of Adjustment) case #A -NIA
Building lot coverage %:.220A
CUD (Conditional Use District) case # Z - N!A
Inside City Limits? ❑■ Yes ❑ No
STORMWATER INFORMATION
Existing impervloussurface: 16,974 SF acres/square feet
Proposed impervious surface: 87,480 SF acres/square feet
Neuse River buffer: OYes [-]NO Wetlands: Eyes ❑No
Flood Hazard Area: LJ Yes ■ No If yes, Alluvial Sol Is: Flood Study: FEMA Map Panel #:
Total disturbed area: 4.84 AC acres/square feet
PAGE 1 4F 1
WWW.RALEIGHNC.GOV
REVISION 03.22.16
PLOT PLAN
# TBD (TRANSACTION #
� Parks,
W Recreation and
Cultural Resources
parks.raleighnc.gov
PROJECT CONTACTS
PROJECT. RIVER BEND PARK PHASE 1
OWNER: CITY OF RALEIGH
OWNER CONTACT LORA GRECO
222 W. HARGETT STREET, SUITE 601
RALEIGH, NC 27601
PHONE. [phone]
EMAIL: LORA. [e-mail]
DESIGNER: CLH DESIGN, PA
DESIGNER CONTACT ZAK PIERCE - LANDSCAPE ARCHITECT #1699
BILL HAMILTON - LANDSCAPE ARCHITECT #0935
REGENCY PARK
400 REGENCY FOREST DR., SUITE 120
CARY, NC 27518
PHONE. [phone]
FAX. [phone]
EMAIL: [e-mail]
EMAIL: BHAMILTON©CLHDESIGNPA.COM
PROJECT ADDRESS: 6580 PERRY CREEK ROAD
RALEIGH. NC 27616
PIN NUMBER: 1736986508
VICINITY MAP (NTS)
WAKE TECH
r° NORTH CAMPUS
J� NFUSF R
R
JRIVERBEND
ELEMENTARY
n SCHOOL
MIDTOWN MARKET AVE m RIVERBEND
m
MIDDLE
�a SCHOOL
PROJECT
SITE
O
540 W
j
s
540
PUBLIC IMPROVEMENT
QUANTITI ES
PHASE NUMBER(S)
1
NUMBER OF LOTS
1
LOT NUMBERS BY PHASE
1
NUMBER OF UNITS
O
LIVABLE BUILDINGS
N/A
OPEN SPACE
N/A
NUMBER OF OPEN SPACE LOTS
N/A
PUBLIC WATER (LF)
O
PUBLIC SEWER (LF)
O
PUBLIC STREET (LF)
O
PUBLIC SIDEWALK (LF)
O
PUBLIC RIGHT OF WAY (SF)
O
PROJECT TEAM
CIVIL ENGINEERING AND
LANDSCAPE ARCHITECTURE
CLH DESIGN, PA
400 REGENCY FOREST DR., SUITE 120
CARY, NC 27518
ARCHITECTURAL
DAMS KANE ARCHITECTS, PA
503 OBERLIN ROAD, SUITE 300
RALEIGH, NC 27605
STRUCTURAL ENGINEERING
LYNCH MYKINS
415 HILLSBOROUGH ST., SUITE 10 1
RALEIGH, NC 27608
PLUMBING, MECHANICAL
AND ELECTRICAL ENGINEERING
ATLANTEC ENGINEERS, PA
3221 BLUE RIDGE ROAD, SUITE 1 13
RALEIGH, NC 27612
GEOTECHNICAL ENGINEERS
S&ME
3201 SPRING FOREST ROAD
RALEIGH, NC 27616
PLOT PLAN
JUSTIFICATION
PURSUANT TO UDO 10.2.7.A.2.F, AND OUR MEETING WITH DEVELOPMENT
SERVICES ON 8-7-2017 THIS PROJECT SHALL BE PERMITTED THROUGH
THE PLOT PLAN REVIEW PROCESS.
ARTICLE 7.1 PARKING DOES NOT HAVE A PARKING REQUIREMENT FOR THE
PROPOSED SCOPE AND THEREFORE WE DO HAVE AN INCREASE IN
REQUIRED PARKING.
STORMWATER RUNOFF
CONTROL EXEMPTION
PURSUANT TO UDO 9.2.2.E.2.D, THIS PROJECT CLAIMS EXEMPTION TO THE
STORMWATER RUNOFF CONTROLS REGULATIONS SET FORTH IN THE CITY
OF RALEIGH UNIFIED DEVELOPMENT ORDINANCE. THE SLOPE DRAINS FROM
THE WEST TO THE EAST. THE NEUSE RIVER AND ITS FLOODPLAIN RUNS
ALONG THE EAST SIDE OF THE PROPERTY. INSTALLING RUNOFF CONTROLS
ADJACENT TO THE FLOODPLAIN WOULD RESULT IN GREATER ADVERSE
IMPACTS WITH RESPECT TO FLOODING. A FLOOD EVENT WOULD BE
MAGNIFIED BY THIS SITE DETAINING WATER AND THEN HAVE IT RELEASE
ON TOP OF THE BASE FLOODING IN THE FLOODPLAIN. PER DISCUSSIONS
WITH THE CITY OF RALEIGH'S STORMWATER MANAGEMENT DIVISION, THIS
NARRATIVE WOULD SUFFICE AS JUSTIFICATION.
PRIVATE STREET
INSPECTION STATEMENT
THE CONSTRUCTION INSPECTION OF PRIVATE STREETS WITHIN CLUSTER
UNITS, CONDOMINIUMS, GROUP HOUSING, TOWNHOUSE DEVELOPMENTS AND
MOBILE HOME PARKS SUBMITTED FOR CITY APPROVAL IS THE
RESPONSIBILITY OF THE OWNER/DEVELOPER. COPIES OF CERTIFIED
INSPECTION REPORTS INVOLVING SUB GRADE/AGGREGATE BASE PROOF
ROLLS, AGGREGATE BASE AND ASPHALT DENSITIES AND THICKNESS, AND
OTHER PERTINENT INFORMATION MUST BE SUBMITTED TO THE CITY'S
ENGINEERING INSPECTIONS MANAGER AT P.O. BOX 590, RALEIGH, NC
27602 OR FAXED TO [phone]. CONTACT PAUL KALLAM AT (919)
516-2159 TO OBTAIN DETAILS OF THE ABOVE REQUIREMENTS.
INDEX OF DRAWINGS
CIVIL
BM 2012 PG 884
C-1.0 SITE OVERALL PLAN
C-1.1 SITE STAKING PLAN- AREA 1
C-1.2 SITE STAKING PLAN- AREA 2
C-2.0 SITE OVERALL EXISTING CONDITIONS/DEMO PLAN
C-2.1 SITE EXISTING CONDITIONS/DEMO PLAN- AREA 1
C-2.2 SITE EXISTING CONDITIONS/DEMO PLAN- AREA 2
C-3.0 SITE OVERALL GRADING PLAN
C-3.1 SITE GRADING PLAN- AREA I
C-3.2 SITE GRADING PLAN- AREA 2
C-3.3 NPDES PLAN
C-5.0 SITE OVERALL UTILITY PLAN
C-5.1 SITE UTILITY PLAN- AREA 1
C-5.2 SITE UTILITY PLAN- AREA 2
C-5.3 SANITARY SEWER PLAN & PROFILE
C-6.0 SITE OVERALL LANDSCAPING PLAN
C-6.1 LANDSCAPING PLAN -AREA I
C-6.2 LANDSCAPING PLAN- AREA 2
C-6.3 TREE CONSERVATION PLAN
C-7.1 DETAILS
C-7.2 DETAILS
C-7.3 DETAILS
C-7.4 DETAILS
C-7.5 DETAILS
C-7.6 DETAILS
C-7.7 DETAILS
C-7.8 DETAILS
C-7.9 DETAILS
C-7.10 DETAILS
C-7.11 DETAILS
ARCHITECTURAL
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A-1.2
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A-1.3
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A-1.4
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A-1.5
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STRUCTURAL
S-0.1 GENERAL NOTES
S-0.2 GENERAL NOTES
S-1.1 FOUNDATION PLANS, FRAMING PLANS
S-3.1 SECTIONS
S-5.1 TYPICAL DETAILS
S-5.2 TYPICAL DETAILS
MECHANICAL/ELECTRICAL/PLUMBING
M-1.1 MECHANICAL PLAN
E-1.1 ELECTRICAL PLAN -COMFORT STATION
E-1.2 ELECTRICAL PLAN - SHELTER - NOTES & LEGEND
SL -1.1 OVERALL SITE LIGHTING PLAN
SL -1.2 AREA 1 SITE LIGHTING PLAN
SL -1.3 AREA 2 SITE LIGHTING PLAN
SL -1.4 LIGHT FIXTURE SCHEDULE, CUT SHEETS AND DETAILS
P-1.1 PLUMBING PLAN
P-1.2 PLUMBING PLAN
P-1.3 PLUMBING PLAN
P-1.4 PLUMBING PLAN
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
andauthorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
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URBAN FORESTRY
SITE ACCESSIBILITY
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CLH Design, PA
400 Regency Forest Dr.
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Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE: C-1595
PRELIMINARY
NOT FOR
CONSTRUCTION
DRAFTED BY. YA, DL
CHECKED BY. ZRP, WBH, KAL
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OWNER: CITY OF RALEIGH
OWNER CONTACT. • LORA GRECO
222 W. HARGETT STREET, SUITE 601
RALEIGH, NC 27601
OFFICE 919-996-4771
DESIGNER: CLH DESIGN, PA
DESIGNER CONTACT. ZAK PIERCE
400 REGENCY FOREST DRIVE, SUITE 120
CARY, NC 27518
PHONE [phone]
FAX. [phone]
PROJECT ADDRESS.
PLANNING JURISD:
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ZONING:
SI TE ACREAGE.
WATERSHED:
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EXISTING USE.
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6580 PERRY CREEK ROAD
RALEIGH, NC 27616
CITY OF RALEIGH
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WATER/SEWER: CITY OF RALEIGH
EROSION CONTROL: NCDEQ
OVERALL PLAN FOR REFERENCE ONLY.
SEE 40 SCALE PLAN SHEETS FOR
DETAILED INFORMATION.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not a permit,nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
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FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
1:3ESICIV
CLH Design, PA
400 Regency Forest Dr.
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Phone: [phone]
Fax: [phone]
LA: C-106 PE: C-1595
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OWNER: CITY OF RALEIGH
OWNER CONTACT. • LORA GRECO
222 W. HARGETT STREET, SUITE 601
RALEIGH, NC 27601
OFFICE 919-996-4771
DESIGNER: CLH DESIGN, PA
DESIGNER CONTACT. ZAK PIERCE
400 REGENCY FOREST DRIVE, SUITE 120
CARY, NC 27518
PHONE [phone]
FAX. [phone]
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6580 PERRY CREEK ROAD
RALEIGH, NC 27616
CITY OF RALEIGH
1736986508
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WATER/SEWER: CITY OF RALEIGH
EROSION CONTROL: NCDEQ
OVERALL PLAN FOR REFERENCE ONLY.
SEE 40 SCALE PLAN SHEETS FOR
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CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not a permit,nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
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FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
1:3ESICIV
CLH Design, PA
400 Regency Forest Dr.
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Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE: C-1595
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DATE: 23 JULY 2018
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and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
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and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
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SLOPE
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NOTES
GRADING
LEGEND
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT
59
RCP 209.00 208.00 212.00 3.00 FES 4
131 B2 1.76%
15
STANDARDS AND SPECIFICATIONS.
RCP 205.40 203.50 209.15 3.75 CB
B2 B3 1.15%
EXISTING CONTOURS
2.
ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF
B3 B4 1.74%
18
138
RCP 203.00 200.60 207.00 4.00 CB
CURB, UNLESS OTHERWISE SHOWN.
18
95
FINAL CONTOURS
J.
TOTAL DENUDED AREA = 4.84 AC
72
RCP 205.50 203.10 208.00 2.50 FES
LEGEND
4.
CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN
NOTES:
270.4' +
EXISTING SURVEY SPOT ELEVATION
STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH GRADE.
TOP ELEV. IS TOP OF CURB FOR CATCH BASINS, TOP
CB CATCH BASIN
5.
ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
OF RIM FOR MANOLES, TOP OF GRATE FOR DROP
270.50T
PROPOSED TOP OF CURB SPOT ELEVATION
OWNERS INDEPENDENT TESTING LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL
INLETS, AND FINISH GRADE FOR CLEANOUTS.
FES FLARED END SECTION
(CONC.)
INFORMATION)
ALL FES INLETS & OUTLETS SHALL BE RCP.
270.50
PROPOSED GROUND/PAVEMENT ELEVATION
6.
ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER
STOPPAGE OF WORK EACH DAY. SEE DETAIL ON SHEET C7.01.
A2 STRUCTURE NUMBER
2Q
STORM STRUCTURE NUMBER
7.
EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.
4.
UNLESS NOTED OTHERWISE.
- - - - - -
EXISTING STORM DRAIN PIPE
8.
ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE
DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
PROPOSED STORM DRAIN PIPE
CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
9.
THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
FD
PROPOSED FOUNDATION DRAIN DISCHARGE LINE.
EROSION CONTROL MEASURES BOTH ON AND OFF-SITE.
SEE ARCH. PLANS FOR DRAIN PIPE LOCATIONS
10.
THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER
ALONG BUILDING WALLS.
EACH RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
11.
THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL
RD
PROPOSED ROOF DRAIN
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND
FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE
TEMPORARY COMBO. SILT/TREE PROTECTION FENCE
AREAS.
12.
WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2
FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN
WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM,
FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE. REFER TO SECTION 10-2086 OF THE
RALEIGH CITY CODE FOR ADDITIONAL DETAILS
13.
THIS PROPERTY IS LOCATED IN ZONE X" AREAS DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOOD, ZONE AE; SPECIAL FLOOD HAZARD AREA SUBJECT TO
INUNDATION BY THE 19 ANNUAL CHANCE FLOOD, AND THE FLOODWAY AREAS IN ZONE
AE" AS SHOWN ON FIRM PANEL 3720173600) AND 3720173700) WITH AN EFFECTIVE
DATE OF MAY 2, 2006.
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P6' GUM I l / •/ j � � I I A I / � �/ /_Q1 .
I I 6 I l /• I A I / / / ✓ ,� //
A7CHLINE AIEA 1
AREA 2
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable Cit State and Federal laws. This specific authorization below
P P PP Y, P
is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
IDESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-1595
� � .•'• AND i
0
699 M. _
W ,
-7/0//�
PRELIMINARY
NOT FOR
CONSTRUCTION
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE NO.
PIPE
SLOPE
PIPE
DIA.
PIPE
LENGTH
PIPE
MATRL
UPPER
INV.
LOWER
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UPSTREAM STRUCTURE DATA
UP STRM
DN STRM
TOP ELEV.
DEPTH
TYPE
NOTES
v
IN
LF
FT
FT
FT 1
FT
Al A2 1.69%
15
59
RCP 209.00 208.00 212.00 3.00 FES 4
131 B2 1.76%
15
108
RCP 205.40 203.50 209.15 3.75 CB
B2 B3 1.15%
15
26
RCP 203.40 203.10 207.15 3.75 CB
B3 B4 1.74%
18
138
RCP 203.00 200.60 207.00 4.00 CB
B4 B5 1.00%
18
95
RCP 200.50 199.55 204.50 4.00 DI 4
B30 B3 3.33%
15
72
RCP 205.50 203.10 208.00 2.50 FES
LEGEND
NOTES:
1.
TOP ELEV. IS TOP OF CURB FOR CATCH BASINS, TOP
CB CATCH BASIN
OF RIM FOR MANOLES, TOP OF GRATE FOR DROP
DI DROP INLET
INLETS, AND FINISH GRADE FOR CLEANOUTS.
FES FLARED END SECTION
(CONC.)
2.
ALL FES INLETS & OUTLETS SHALL BE RCP.
RCP REINFORCED CONC. PIPE (CL.
111)
3.
ALL PIPE LENGTHS LISTED ARE HORIZONTAL LENGTHS
BETWEEN CENTER OF GRATES, MANHOLES, OR TO THE
A2 STRUCTURE NUMBER
END OF THE FES.
4.
DOWNSTREAM STRUCTURE IS A FES.
A7CHLINE AIEA 1
AREA 2
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable Cit State and Federal laws. This specific authorization below
P P PP Y, P
is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
IDESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-1595
� � .•'• AND i
0
699 M. _
W ,
-7/0//�
PRELIMINARY
NOT FOR
CONSTRUCTION
DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
C-3. 1
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DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
C-3. 1

GENERAL NOTES
04B4-204-
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PIN 1736879438
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1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT
STANDARDS AND SPECIFICATIONS.
2. ALL SPOT ELEVA71ONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF
CURB, UNLESS OTHERWISE SHOWN.
J. TOTAL DENUDED AREA = 4.84 AC
4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN
STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH GRADE.
5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
OWNERS INDEPENDENT TESTING LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL
INFORMATION)
6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER
STOPPAGE OF WORK EACH DAY. SEE DETAIL ON SHEET CZ01.
Z EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.
UNLESS NOTED OTHERWISE.
& ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE
DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
EROSION CONTROL MEASURES BOTH ON AND OFF-SITE.
10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER
EACH RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND
FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE
AREAS.
12. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2
FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN
WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM,
FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE. REFER TO SECTION 10-2086 OF THE
RALEIGH CITY CODE FOR ADDITIONAL DETAILS.
13. THIS PROPERTY IS LOCATED IN ZONE "X", AREAS DETERMINED TO BE OUTSIDE THE
0.29' ANNUAL CHANCE FLOOD, ZONE "AE", SPECIAL FLOOD HAZARD AREA SUBJECT TO
INUNDATION BY THE 19 ANNUAL CHANCE FLOOD, AND THE FLOODWAY AREAS IN ZONE
AE" AS SHOWN ON FIRM PANEL 3720173600) AND 3720173700) WITH AN EFFECTIVE
DATE OF MAY 2, 2006.
GRADING LEGEND
EXISTING CONTOURS
PROPOSED STORM DRAIN PIPE
FD PROPOSED FOUNDATION DRAIN DISCHARGE LINE.
SEE ARCH. PLANS FOR DRAIN PIPE LOCA77ONS
ALONG BUILDING WALLS
RD PROPOSED ROOF DRAIN
TEMPORARY COMBO. SILT/TREE PROTECTION FENCE
I \
•I I \ + \
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FINAL CONTOURS
270.4' +
EXISTING SURVEY SPOT ELEVATION
270.50T
PROPOSED TOP OF CURB SPOT ELEVATION
270.50
PROPOSED GROUND/PAVEMENT ELEVA71ON
29
STORM STRUCTURE NUMBER
UPSTREAM STRUCTURE DATA
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
FD PROPOSED FOUNDATION DRAIN DISCHARGE LINE.
SEE ARCH. PLANS FOR DRAIN PIPE LOCA77ONS
ALONG BUILDING WALLS
RD PROPOSED ROOF DRAIN
TEMPORARY COMBO. SILT/TREE PROTECTION FENCE
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(5L- / i 'i400 [�SANITARY SEWEREASEMENT 179.003 PP
-4/- -� --------� ---
co 9a
1
C,
� /
CONCURRENT REVIEW APPROVAL
TCHLINE AEA 1
AREA 2
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not apermit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES_
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY _
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
E--)ESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 720
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-7595
PRELIMINARY
NOT FOR
CONSTRUCTION
z
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE NO.
PIPE
SLOPE
PIPE
DIA.
PIPE
LENGTH
PIPE
MATRL
UPPER
NV_
LOWER
INV.
UPSTREAM STRUCTURE DATA
UP STRM
DN STRM
TOP ELEV.
DEPTH
TYPE
I NOTES
I
(IN)
(LF)
W
(FT)
(FT)
(FT) (1)
(FT)
z
Al A2
1.69%
15
59
RCP 209.00 208.00 212.00 3.00 FES 4
61 B2
1.76%
15
108
RCP 205.40 203.50 209.15 3.75 CB
B2 B3
1.15%
15
26
RCP 203.40 203.10 207.15 3.75 CB
B3 B4
1.74%
18
138
RCP 203.00 200.60 207.00 4.00 CB
B4 B5
1.00%
18
95
RCP 200.50 199.55 204.50 4.00 DI 4
B30 B3
3.33%
15
72
RCP 205.50 203.10 208.00 2.50 FES
LEGEND
NOTES:
1.
TOP ELEV. IS TOP OF CURB FOR CATCH BASINS, TOP
CB CATCH BASIN
OF RIM FOR MANOLES, TOP OF GRATE FOR DROP
DI DROP INLET
INLETS, AND FINISH GRADE FOR CLEANOUTS.
FES FLARED END
SECTION
(CONC.)
2.
ALL FES INLETS & OUTLETS SHALL BE RCP.
RCP REINFORCED CONC. PIPE (CL.
Ill)
3.
ALL PIPE LENGTHS LISTED ARE HORIZONTAL LENGTHS
BETWEEN CENTER OF GRATES, MANHOLES, OR TO THE
A2 STRUCTURE NUMBER
END OF THE FES.
4.
DOWNSTREAM STRUCTURE IS A FES.
CONCURRENT REVIEW APPROVAL
TCHLINE AEA 1
AREA 2
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not apermit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES_
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY _
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
E--)ESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 720
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-7595
PRELIMINARY
NOT FOR
CONSTRUCTION
DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
G3.2
z
0
U
W
0
z
O
LL1
z
DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
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NOTES
GRADING
LEGEND
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT
59
RCP 209.00 208.00 212.00 3.00 FES 4
131 B2 1.76%
15
STANDARDS AND SPECIFICATIONS.
RCP 205.40 203.50 209.15 3.75 CB
B2 B3 1.15%
EXISTING CONTOURS
2.
ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF
B3 B4 1.74%
18
138
RCP 203.00 200.60 207.00 4.00 CB
CURB, UNLESS OTHERWISE SHOWN.
18
95
FINAL CONTOURS
J.
TOTAL DENUDED AREA = 4.84 AC
72
RCP 205.50 203.10 208.00 2.50 FES
LEGEND
4.
CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN
NOTES:
270.4' +
EXISTING SURVEY SPOT ELEVATION
STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH GRADE.
TOP ELEV. IS TOP OF CURB FOR CATCH BASINS, TOP
CB CATCH BASIN
5.
ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
OF RIM FOR MANOLES, TOP OF GRATE FOR DROP
270.50T
PROPOSED TOP OF CURB SPOT ELEVATION
OWNERS INDEPENDENT TESTING LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL
INLETS, AND FINISH GRADE FOR CLEANOUTS.
FES FLARED END SECTION
(CONC.)
INFORMATION)
ALL FES INLETS & OUTLETS SHALL BE RCP.
270.50
PROPOSED GROUND/PAVEMENT ELEVATION
6.
ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER
STOPPAGE OF WORK EACH DAY. SEE DETAIL ON SHEET C7.01.
A2 STRUCTURE NUMBER
2Q
STORM STRUCTURE NUMBER
7.
EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.
4.
UNLESS NOTED OTHERWISE.
- - - - - -
EXISTING STORM DRAIN PIPE
8.
ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE
DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
PROPOSED STORM DRAIN PIPE
CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
9.
THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
FD
PROPOSED FOUNDATION DRAIN DISCHARGE LINE.
EROSION CONTROL MEASURES BOTH ON AND OFF-SITE.
SEE ARCH. PLANS FOR DRAIN PIPE LOCATIONS
10.
THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER
ALONG BUILDING WALLS.
EACH RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
11.
THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL
RD
PROPOSED ROOF DRAIN
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND
FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE
TEMPORARY COMBO. SILT/TREE PROTECTION FENCE
AREAS.
12.
WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2
FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN
WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM,
FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE. REFER TO SECTION 10-2086 OF THE
RALEIGH CITY CODE FOR ADDITIONAL DETAILS
13.
THIS PROPERTY IS LOCATED IN ZONE X" AREAS DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOOD, ZONE AE; SPECIAL FLOOD HAZARD AREA SUBJECT TO
INUNDATION BY THE 19 ANNUAL CHANCE FLOOD, AND THE FLOODWAY AREAS IN ZONE
AE" AS SHOWN ON FIRM PANEL 3720173600) AND 3720173700) WITH AN EFFECTIVE
DATE OF MAY 2, 2006.
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A7CHLINE AIEA 1
AREA 2
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable Cit State and Federal laws. This specific authorization below
P P PP Y, P
is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
IDESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-1595
� � .•'• AND i
0
699 M. _
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PRELIMINARY
NOT FOR
CONSTRUCTION
DRAINAGE STRUCTURE SCHEDULE
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SLOPE
PIPE
DIA.
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LENGTH
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MATRL
UPPER
INV.
LOWER
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UPSTREAM STRUCTURE DATA
UP STRM
DN STRM
TOP ELEV.
DEPTH
TYPE
NOTES
v
IN
LF
FT
FT
FT 1
FT
Al A2 1.69%
15
59
RCP 209.00 208.00 212.00 3.00 FES 4
131 B2 1.76%
15
108
RCP 205.40 203.50 209.15 3.75 CB
B2 B3 1.15%
15
26
RCP 203.40 203.10 207.15 3.75 CB
B3 B4 1.74%
18
138
RCP 203.00 200.60 207.00 4.00 CB
B4 B5 1.00%
18
95
RCP 200.50 199.55 204.50 4.00 DI 4
B30 B3 3.33%
15
72
RCP 205.50 203.10 208.00 2.50 FES
LEGEND
NOTES:
1.
TOP ELEV. IS TOP OF CURB FOR CATCH BASINS, TOP
CB CATCH BASIN
OF RIM FOR MANOLES, TOP OF GRATE FOR DROP
DI DROP INLET
INLETS, AND FINISH GRADE FOR CLEANOUTS.
FES FLARED END SECTION
(CONC.)
2.
ALL FES INLETS & OUTLETS SHALL BE RCP.
RCP REINFORCED CONC. PIPE (CL.
111)
3.
ALL PIPE LENGTHS LISTED ARE HORIZONTAL LENGTHS
BETWEEN CENTER OF GRATES, MANHOLES, OR TO THE
A2 STRUCTURE NUMBER
END OF THE FES.
4.
DOWNSTREAM STRUCTURE IS A FES.
A7CHLINE AIEA 1
AREA 2
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable Cit State and Federal laws. This specific authorization below
P P PP Y, P
is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
IDESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-1595
� � .•'• AND i
0
699 M. _
W ,
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PRELIMINARY
NOT FOR
CONSTRUCTION
DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
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DRAFTED BY: YA, DL
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DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
C-3. 1

GENERAL NOTES
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1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT
STANDARDS AND SPECIFICATIONS.
2. ALL SPOT ELEVA71ONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF
CURB, UNLESS OTHERWISE SHOWN.
J. TOTAL DENUDED AREA = 4.84 AC
4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN
STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH GRADE.
5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
OWNERS INDEPENDENT TESTING LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL
INFORMATION)
6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER
STOPPAGE OF WORK EACH DAY. SEE DETAIL ON SHEET CZ01.
Z EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.
UNLESS NOTED OTHERWISE.
& ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE
DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
EROSION CONTROL MEASURES BOTH ON AND OFF-SITE.
10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER
EACH RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND
FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE
AREAS.
12. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2
FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN
WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM,
FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE. REFER TO SECTION 10-2086 OF THE
RALEIGH CITY CODE FOR ADDITIONAL DETAILS.
13. THIS PROPERTY IS LOCATED IN ZONE "X", AREAS DETERMINED TO BE OUTSIDE THE
0.29' ANNUAL CHANCE FLOOD, ZONE "AE", SPECIAL FLOOD HAZARD AREA SUBJECT TO
INUNDATION BY THE 19 ANNUAL CHANCE FLOOD, AND THE FLOODWAY AREAS IN ZONE
AE" AS SHOWN ON FIRM PANEL 3720173600) AND 3720173700) WITH AN EFFECTIVE
DATE OF MAY 2, 2006.
GRADING LEGEND
EXISTING CONTOURS
PROPOSED STORM DRAIN PIPE
FD PROPOSED FOUNDATION DRAIN DISCHARGE LINE.
SEE ARCH. PLANS FOR DRAIN PIPE LOCA77ONS
ALONG BUILDING WALLS
RD PROPOSED ROOF DRAIN
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EXISTING SURVEY SPOT ELEVATION
270.50T
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STORM STRUCTURE NUMBER
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SEE ARCH. PLANS FOR DRAIN PIPE LOCA77ONS
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CONCURRENT REVIEW APPROVAL
TCHLINE AEA 1
AREA 2
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not apermit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES_
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY _
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
E--)ESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 720
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-7595
PRELIMINARY
NOT FOR
CONSTRUCTION
z
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE NO.
PIPE
SLOPE
PIPE
DIA.
PIPE
LENGTH
PIPE
MATRL
UPPER
NV_
LOWER
INV.
UPSTREAM STRUCTURE DATA
UP STRM
DN STRM
TOP ELEV.
DEPTH
TYPE
I NOTES
I
(IN)
(LF)
W
(FT)
(FT)
(FT) (1)
(FT)
z
Al A2
1.69%
15
59
RCP 209.00 208.00 212.00 3.00 FES 4
61 B2
1.76%
15
108
RCP 205.40 203.50 209.15 3.75 CB
B2 B3
1.15%
15
26
RCP 203.40 203.10 207.15 3.75 CB
B3 B4
1.74%
18
138
RCP 203.00 200.60 207.00 4.00 CB
B4 B5
1.00%
18
95
RCP 200.50 199.55 204.50 4.00 DI 4
B30 B3
3.33%
15
72
RCP 205.50 203.10 208.00 2.50 FES
LEGEND
NOTES:
1.
TOP ELEV. IS TOP OF CURB FOR CATCH BASINS, TOP
CB CATCH BASIN
OF RIM FOR MANOLES, TOP OF GRATE FOR DROP
DI DROP INLET
INLETS, AND FINISH GRADE FOR CLEANOUTS.
FES FLARED END
SECTION
(CONC.)
2.
ALL FES INLETS & OUTLETS SHALL BE RCP.
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Ill)
3.
ALL PIPE LENGTHS LISTED ARE HORIZONTAL LENGTHS
BETWEEN CENTER OF GRATES, MANHOLES, OR TO THE
A2 STRUCTURE NUMBER
END OF THE FES.
4.
DOWNSTREAM STRUCTURE IS A FES.
CONCURRENT REVIEW APPROVAL
TCHLINE AEA 1
AREA 2
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not apermit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES_
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY _
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
E--)ESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 720
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-7595
PRELIMINARY
NOT FOR
CONSTRUCTION
DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
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DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
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GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
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SITE DATA
PROJECT. RIVER BEND PARK -PHASE 1
OWNER: CITY OF RALEIGH
OWNER CONTACT. • LORA GRECO
222 W. HARGETT STREET, SUITE 601
RALEIGH, NC 27601
OFFICE 919-996-4771
DESIGNER: CLH DESIGN, PA
DESIGNER CONTACT. ZAK PIERCE
400 REGENCY FOREST DRIVE, SUITE 120
CARY, NC 27518
PHONE [phone]
FAX. [phone]
PROJECT ADDRESS.
PLANNING JURISD:
PIN:
ZONING:
SI TE ACREAGE.
WATERSHED:
STREAM BUFFERS.
EXISTING USE.
PROPOSED USE.
6580 PERRY CREEK ROAD
RALEIGH, NC 27616
CITY OF RALEIGH
1736986508
PD
24.97 AC
NEUSE RIVER
YES
VACANT
PARK
PERMITTING JURISDICTIONS
ZONING. CITY OF RALEIGH
DRIVEWAY. CITY OF RALEIGH
WATER/SEWER: CITY OF RALEIGH
EROSION CONTROL: NCDEQ
OVERALL PLAN FOR REFERENCE ONLY.
SEE 40 SCALE PLAN SHEETS FOR
DETAILED INFORMATION.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not a permit,nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
1:3ESICIV
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE: C-1595
N
CA
�` � .•'� PNS p'• '�
699 m: -
—7l23/l"
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NOT FOR
CONSTRUCTION
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GRAPHIC SCALE
100 0 50 100 200 400
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SITE DATA
PROJECT. RIVER BEND PARK -PHASE 1
OWNER: CITY OF RALEIGH
OWNER CONTACT. • LORA GRECO
222 W. HARGETT STREET, SUITE 601
RALEIGH, NC 27601
OFFICE 919-996-4771
DESIGNER: CLH DESIGN, PA
DESIGNER CONTACT. ZAK PIERCE
400 REGENCY FOREST DRIVE, SUITE 120
CARY, NC 27518
PHONE [phone]
FAX. [phone]
PROJECT ADDRESS.
PLANNING JURISD:
PIN:
ZONING:
SI TE ACREAGE.
WATERSHED:
STREAM BUFFERS.
EXISTING USE.
PROPOSED USE.
6580 PERRY CREEK ROAD
RALEIGH, NC 27616
CITY OF RALEIGH
1736986508
PD
24.97 AC
NEUSE RIVER
YES
VACANT
PARK
PERMITTING JURISDICTIONS
ZONING. CITY OF RALEIGH
DRIVEWAY. CITY OF RALEIGH
WATER/SEWER: CITY OF RALEIGH
EROSION CONTROL: NCDEQ
OVERALL PLAN FOR REFERENCE ONLY.
SEE 40 SCALE PLAN SHEETS FOR
DETAILED INFORMATION.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not a permit,nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
1:3ESICIV
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE: C-1595
N
CA
�` � .•'� PNS p'• '�
699 m: -
—7l23/l"
PRELIMINARY
NOT FOR
CONSTRUCTION
DRAFTED BY. YA, DL
CHECKED BY: ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
OVERALL SITE
PLAN
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NCDEQ EROSION CONTROL SUBMITTAL
OVERALL SITE
PLAN
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CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
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PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
C --Iqw
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400 Regency Forest Dr.
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Cary, NC 27518
Phone: [phone]
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CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
C --Iqw
: L
DESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.- C-1595
\II111111111////�
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DATE: 23 JULY 2018
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GRADING PLAN
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DRAINAGE STRUCTURE SCHEDULE
STRUCTURE NO.
PIPE
SLOPE
PIPE
DIA.
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LOWER
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UPSTREAM STRUCTURE DATA
UP STRM
205
TOP ELEV.
\
TYPE
NOTES
v
I
20�_ _
IN
LF
FT
FT
GENERAL
NOTES
GRADING
LEGEND
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT
59
RCP 209.00 208.00 212.00 3.00 FES 4
131 B2 1.76%
15
STANDARDS AND SPECIFICATIONS.
RCP 205.40 203.50 209.15 3.75 CB
B2 B3 1.15%
EXISTING CONTOURS
2.
ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF
B3 B4 1.74%
18
138
RCP 203.00 200.60 207.00 4.00 CB
CURB, UNLESS OTHERWISE SHOWN.
18
95
FINAL CONTOURS
J.
TOTAL DENUDED AREA = 4.84 AC
72
RCP 205.50 203.10 208.00 2.50 FES
LEGEND
4.
CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN
NOTES:
270.4' +
EXISTING SURVEY SPOT ELEVATION
STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH GRADE.
TOP ELEV. IS TOP OF CURB FOR CATCH BASINS, TOP
CB CATCH BASIN
5.
ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
OF RIM FOR MANOLES, TOP OF GRATE FOR DROP
270.50T
PROPOSED TOP OF CURB SPOT ELEVATION
OWNERS INDEPENDENT TESTING LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL
INLETS, AND FINISH GRADE FOR CLEANOUTS.
FES FLARED END SECTION
(CONC.)
INFORMATION)
ALL FES INLETS & OUTLETS SHALL BE RCP.
270.50
PROPOSED GROUND/PAVEMENT ELEVATION
6.
ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER
STOPPAGE OF WORK EACH DAY. SEE DETAIL ON SHEET C7.01.
A2 STRUCTURE NUMBER
2Q
STORM STRUCTURE NUMBER
7.
EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.
4.
UNLESS NOTED OTHERWISE.
- - - - - -
EXISTING STORM DRAIN PIPE
8.
ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE
DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
PROPOSED STORM DRAIN PIPE
CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
9.
THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
FD
PROPOSED FOUNDATION DRAIN DISCHARGE LINE.
EROSION CONTROL MEASURES BOTH ON AND OFF-SITE.
SEE ARCH. PLANS FOR DRAIN PIPE LOCATIONS
10.
THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER
ALONG BUILDING WALLS.
EACH RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
11.
THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL
RD
PROPOSED ROOF DRAIN
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND
FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE
TEMPORARY COMBO. SILT/TREE PROTECTION FENCE
AREAS.
12.
WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2
FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN
WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM,
FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE. REFER TO SECTION 10-2086 OF THE
RALEIGH CITY CODE FOR ADDITIONAL DETAILS
13.
THIS PROPERTY IS LOCATED IN ZONE X" AREAS DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOOD, ZONE AE; SPECIAL FLOOD HAZARD AREA SUBJECT TO
INUNDATION BY THE 19 ANNUAL CHANCE FLOOD, AND THE FLOODWAY AREAS IN ZONE
AE" AS SHOWN ON FIRM PANEL 3720173600) AND 3720173700) WITH AN EFFECTIVE
DATE OF MAY 2, 2006.
H
7
co0
P6' GUM I l / •/ j � � I I A I / � �/ /_Q1 .
I I 6 I l /• I A I / / / ✓ ,� //
A7CHLINE AIEA 1
AREA 2
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable Cit State and Federal laws. This specific authorization below
P P PP Y, P
is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
IDESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-1595
� � .•'• AND i
0
699 M. _
W ,
-7/0//�
PRELIMINARY
NOT FOR
CONSTRUCTION
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE NO.
PIPE
SLOPE
PIPE
DIA.
PIPE
LENGTH
PIPE
MATRL
UPPER
INV.
LOWER
IM/.
UPSTREAM STRUCTURE DATA
UP STRM
DN STRM
TOP ELEV.
DEPTH
TYPE
NOTES
v
IN
LF
FT
FT
FT 1
FT
Al A2 1.69%
15
59
RCP 209.00 208.00 212.00 3.00 FES 4
131 B2 1.76%
15
108
RCP 205.40 203.50 209.15 3.75 CB
B2 B3 1.15%
15
26
RCP 203.40 203.10 207.15 3.75 CB
B3 B4 1.74%
18
138
RCP 203.00 200.60 207.00 4.00 CB
B4 B5 1.00%
18
95
RCP 200.50 199.55 204.50 4.00 DI 4
B30 B3 3.33%
15
72
RCP 205.50 203.10 208.00 2.50 FES
LEGEND
NOTES:
1.
TOP ELEV. IS TOP OF CURB FOR CATCH BASINS, TOP
CB CATCH BASIN
OF RIM FOR MANOLES, TOP OF GRATE FOR DROP
DI DROP INLET
INLETS, AND FINISH GRADE FOR CLEANOUTS.
FES FLARED END SECTION
(CONC.)
2.
ALL FES INLETS & OUTLETS SHALL BE RCP.
RCP REINFORCED CONC. PIPE (CL.
111)
3.
ALL PIPE LENGTHS LISTED ARE HORIZONTAL LENGTHS
BETWEEN CENTER OF GRATES, MANHOLES, OR TO THE
A2 STRUCTURE NUMBER
END OF THE FES.
4.
DOWNSTREAM STRUCTURE IS A FES.
A7CHLINE AIEA 1
AREA 2
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable Cit State and Federal laws. This specific authorization below
P P PP Y, P
is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
IDESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-1595
� � .•'• AND i
0
699 M. _
W ,
-7/0//�
PRELIMINARY
NOT FOR
CONSTRUCTION
DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
C-3. 1
z
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v
W
0
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�
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O
W
z
'
DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
C-3. 1

GENERAL NOTES
04B4-204-
B4
05
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10" PI
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// l� .l l l� I l l i l o f I I l � l' I l i ��� r�' •' l/ ��
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l I / / I I I/ ! // M�
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WETLANDSr 0 '
0.445 ACRES
PINE / l l l /o� // •/ // l I 19,387 SQ FT
PPUPL / / / // // // I / I / // // i' i / // •//
161
\ 19509
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NIF I -� I h
5401 EAST DEVELOPMENT LLC I I I I I I l /�°
l J
DB 15859 P 1831
BM 2008-687 1 � � 0/ �
REID 0425650 2\0
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\ /
PIN 1736879438
N F
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT
STANDARDS AND SPECIFICATIONS.
2. ALL SPOT ELEVA71ONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF
CURB, UNLESS OTHERWISE SHOWN.
J. TOTAL DENUDED AREA = 4.84 AC
4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN
STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH GRADE.
5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
OWNERS INDEPENDENT TESTING LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL
INFORMATION)
6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER
STOPPAGE OF WORK EACH DAY. SEE DETAIL ON SHEET CZ01.
Z EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.
UNLESS NOTED OTHERWISE.
& ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE
DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
EROSION CONTROL MEASURES BOTH ON AND OFF-SITE.
10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER
EACH RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND
FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE
AREAS.
12. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2
FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN
WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM,
FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE. REFER TO SECTION 10-2086 OF THE
RALEIGH CITY CODE FOR ADDITIONAL DETAILS.
13. THIS PROPERTY IS LOCATED IN ZONE "X", AREAS DETERMINED TO BE OUTSIDE THE
0.29' ANNUAL CHANCE FLOOD, ZONE "AE", SPECIAL FLOOD HAZARD AREA SUBJECT TO
INUNDATION BY THE 19 ANNUAL CHANCE FLOOD, AND THE FLOODWAY AREAS IN ZONE
AE" AS SHOWN ON FIRM PANEL 3720173600) AND 3720173700) WITH AN EFFECTIVE
DATE OF MAY 2, 2006.
GRADING LEGEND
EXISTING CONTOURS
PROPOSED STORM DRAIN PIPE
FD PROPOSED FOUNDATION DRAIN DISCHARGE LINE.
SEE ARCH. PLANS FOR DRAIN PIPE LOCA77ONS
ALONG BUILDING WALLS
RD PROPOSED ROOF DRAIN
TEMPORARY COMBO. SILT/TREE PROTECTION FENCE
I \
•I I \ + \
� I I
I I �• I I � \ \\ \
I/p, I I �\
\ 7"
00 I .
I
!� "6 HODGENS, DAVID EARL
JFK/ / DB 3195 P 310
BREID983-1342
0 28461
\ PIN 1746072741
/ �I � / � / I /� Ire/ � y / / •/ I ���/
l I I / l� l r• I FJ ` V
l l /■ l� / l / i i/ � l / Off/ I
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�I 19� /• / I , / / / / 176.81
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00
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(5L- / i 'i400 [�SANITARY SEWEREASEMENT 179.003 PP
-4/- -� --------� ---
co 9a
1
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FINAL CONTOURS
270.4' +
EXISTING SURVEY SPOT ELEVATION
270.50T
PROPOSED TOP OF CURB SPOT ELEVATION
270.50
PROPOSED GROUND/PAVEMENT ELEVA71ON
29
STORM STRUCTURE NUMBER
UPSTREAM STRUCTURE DATA
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
FD PROPOSED FOUNDATION DRAIN DISCHARGE LINE.
SEE ARCH. PLANS FOR DRAIN PIPE LOCA77ONS
ALONG BUILDING WALLS
RD PROPOSED ROOF DRAIN
TEMPORARY COMBO. SILT/TREE PROTECTION FENCE
I \
•I I \ + \
� I I
I I �• I I � \ \\ \
I/p, I I �\
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JFK/ / DB 3195 P 310
BREID983-1342
0 28461
\ PIN 1746072741
/ �I � / � / I /� Ire/ � y / / •/ I ���/
l I I / l� l r• I FJ ` V
l l /■ l� / l / i i/ � l / Off/ I
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P4
�I 19� /• / I , / / / / 176.81
• ��( ��/ I // �,r l / 176.34
00
Ij • I I ,// ; /V / % I 177.00
� � I • l //� l / ♦ / \ 173.00
1
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- --- - p - - - ----- --- --- 170.40
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1`85S \ \----__ -- -
-SS-- I'CB
(5L- / i 'i400 [�SANITARY SEWEREASEMENT 179.003 PP
-4/- -� --------� ---
co 9a
1
C,
� /
CONCURRENT REVIEW APPROVAL
TCHLINE AEA 1
AREA 2
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not apermit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES_
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY _
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
E--)ESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 720
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-7595
PRELIMINARY
NOT FOR
CONSTRUCTION
z
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE NO.
PIPE
SLOPE
PIPE
DIA.
PIPE
LENGTH
PIPE
MATRL
UPPER
NV_
LOWER
INV.
UPSTREAM STRUCTURE DATA
UP STRM
DN STRM
TOP ELEV.
DEPTH
TYPE
I NOTES
I
(IN)
(LF)
W
(FT)
(FT)
(FT) (1)
(FT)
z
Al A2
1.69%
15
59
RCP 209.00 208.00 212.00 3.00 FES 4
61 B2
1.76%
15
108
RCP 205.40 203.50 209.15 3.75 CB
B2 B3
1.15%
15
26
RCP 203.40 203.10 207.15 3.75 CB
B3 B4
1.74%
18
138
RCP 203.00 200.60 207.00 4.00 CB
B4 B5
1.00%
18
95
RCP 200.50 199.55 204.50 4.00 DI 4
B30 B3
3.33%
15
72
RCP 205.50 203.10 208.00 2.50 FES
LEGEND
NOTES:
1.
TOP ELEV. IS TOP OF CURB FOR CATCH BASINS, TOP
CB CATCH BASIN
OF RIM FOR MANOLES, TOP OF GRATE FOR DROP
DI DROP INLET
INLETS, AND FINISH GRADE FOR CLEANOUTS.
FES FLARED END
SECTION
(CONC.)
2.
ALL FES INLETS & OUTLETS SHALL BE RCP.
RCP REINFORCED CONC. PIPE (CL.
Ill)
3.
ALL PIPE LENGTHS LISTED ARE HORIZONTAL LENGTHS
BETWEEN CENTER OF GRATES, MANHOLES, OR TO THE
A2 STRUCTURE NUMBER
END OF THE FES.
4.
DOWNSTREAM STRUCTURE IS A FES.
CONCURRENT REVIEW APPROVAL
TCHLINE AEA 1
AREA 2
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not apermit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES_
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY _
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
E--)ESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 720
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-7595
PRELIMINARY
NOT FOR
CONSTRUCTION
DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
G3.2
z
0
U
W
0
z
O
LL1
z
DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
G3.2

APPENDIX V
STORMWATER NARRATIVE

Stormwater Management Narrative
The project has claimed an exemption to the Stormwater Runoff Control regulations set forth in the City of
Raleigh Unified Development Ordinance (UDO). This exception is pursuant to UDO 9.2.2.E2.D which states that
the stormwater runoff control requirements do not apply to sites where "compliance with Section 9.2.2.E1 above,
would result in greater adverse downstream impact, such as local flooding, as determined by City -approved
engineering studies." Per discussions with the City of Raleigh's Stormwater Management Division, the slope of the
site drains from the west to the east. The Neuse River and its floodplain run along the east side of the property.
Installing runoff control measures adjacent to the floodplain would result in greater adverse impacts with respect
to flooding.
To adequately control stormwater generated by impervious surfaces on site, the project engineers have designed
several drainage swales in strategic locations around the site. These swales are depicted on the attached Site
Grading Plan (Sheets C-0.0, C-3.0, C-3.1, and C-3.2).
On the attached Narrative Exhibit 1, Area 1 is depicted by a green outline. Stormwater from this area, which
includes the northern portion of the proposed parking lot, will drain into a vegetated swale north of the parking
area. This swale will be planted with sod and maintained regularly. As the swale approaches the woodline, the
swale will flatten, allowing diffuse flow to be achieved as the water enters the woodline to the east.
Depicted on both Narrative Exhibit 1 and Narrative Exhibit 2 as a red outline, Area 2 accounts for stormwater
generated by the southern portion of the parking area and for the paved drive to access the loading and
unloading zone for the proposed kayak launch. Stormwater from the parking area is conveyed to the drainage
swale along the southern side of the proposed paved drive via drainage pipes. The drainage swale will extend
along the southern side of the proposed drive. The Swale will be planted with sod and maintained regularly.
Outlets in the curb and gutter system along the proposed paved drive will direct stormwater from the drive into
the drainage swale at strategic points. These strategic locations will incorporate gravel pads to decrease the
potential for erosion of the drainage Swale. As the drainage swale approaches the southern property boundary
and woodline, the swale will flatten to encourage diffuse flow before entering an existing draw.
Area 3 is depicted as a light blue outline on the attached Narrative Exhibit 2. Area 3 addresses stormwater
generated by the loading / unloading zone for the proposed kayak launch as well as its associated parking area.
The gently sloping paved area will not include a curb or gutter system to encourage diffuse flow into an
approximately five-foot wide vegetated strip. This vegetated strip is approximately depicted on Narrative Exhibit
2 as a light green line and will consist of sod and will be maintained regularly. This vegetated strip will be
surrounded by a landscaped bed of grasses before entering the woodline south and east of Area 3.
Area 4 is depicted on both Narrative Exhibit 1 and Narrative Exhibit 2 as a yellow outline. This swale addresses
stormwater from the northern slope resulting from the construction of the proposed paved path. As the vegetated
swale approaches the woodline, the swale will flatten to encourage diffused flow.

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STRUCTURE NO.
PIPE
SLOPE
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GENERAL
NOTES
GRADING
LEGEND
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT
59
RCP 209.00 208.00 212.00 3.00 FES 4
131 B2 1.76%
15
STANDARDS AND SPECIFICATIONS.
RCP 205.40 203.50 209.15 3.75 CB
B2 B3 1.15%
EXISTING CONTOURS
2.
ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF
B3 B4 1.74%
18
138
RCP 203.00 200.60 207.00 4.00 CB
CURB, UNLESS OTHERWISE SHOWN.
18
95
FINAL CONTOURS
J.
TOTAL DENUDED AREA = 4.84 AC
72
RCP 205.50 203.10 208.00 2.50 FES
LEGEND
4.
CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN
NOTES:
270.4' +
EXISTING SURVEY SPOT ELEVATION
STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH GRADE.
TOP ELEV. IS TOP OF CURB FOR CATCH BASINS, TOP
CB CATCH BASIN
5.
ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
OF RIM FOR MANOLES, TOP OF GRATE FOR DROP
270.50T
PROPOSED TOP OF CURB SPOT ELEVATION
OWNERS INDEPENDENT TESTING LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL
INLETS, AND FINISH GRADE FOR CLEANOUTS.
FES FLARED END SECTION
(CONC.)
INFORMATION)
ALL FES INLETS & OUTLETS SHALL BE RCP.
270.50
PROPOSED GROUND/PAVEMENT ELEVATION
6.
ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER
STOPPAGE OF WORK EACH DAY. SEE DETAIL ON SHEET C7.01.
A2 STRUCTURE NUMBER
2Q
STORM STRUCTURE NUMBER
7.
EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.
4.
UNLESS NOTED OTHERWISE.
- - - - - -
EXISTING STORM DRAIN PIPE
8.
ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE
DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
PROPOSED STORM DRAIN PIPE
CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
9.
THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
FD
PROPOSED FOUNDATION DRAIN DISCHARGE LINE.
EROSION CONTROL MEASURES BOTH ON AND OFF-SITE.
SEE ARCH. PLANS FOR DRAIN PIPE LOCATIONS
10.
THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER
ALONG BUILDING WALLS.
EACH RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
11.
THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL
RD
PROPOSED ROOF DRAIN
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND
FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE
TEMPORARY COMBO. SILT/TREE PROTECTION FENCE
AREAS.
12.
WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2
FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN
WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM,
FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE. REFER TO SECTION 10-2086 OF THE
RALEIGH CITY CODE FOR ADDITIONAL DETAILS
13.
THIS PROPERTY IS LOCATED IN ZONE X" AREAS DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOOD, ZONE AE; SPECIAL FLOOD HAZARD AREA SUBJECT TO
INUNDATION BY THE 19 ANNUAL CHANCE FLOOD, AND THE FLOODWAY AREAS IN ZONE
AE" AS SHOWN ON FIRM PANEL 3720173600) AND 3720173700) WITH AN EFFECTIVE
DATE OF MAY 2, 2006.
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A7CHLINE AIEA 1
AREA 2
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable Cit State and Federal laws. This specific authorization below
P P PP Y, P
is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
IDESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-1595
� � .•'• AND i
0
699 M. _
W ,
-7/0//�
PRELIMINARY
NOT FOR
CONSTRUCTION
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE NO.
PIPE
SLOPE
PIPE
DIA.
PIPE
LENGTH
PIPE
MATRL
UPPER
INV.
LOWER
IM/.
UPSTREAM STRUCTURE DATA
UP STRM
DN STRM
TOP ELEV.
DEPTH
TYPE
NOTES
v
IN
LF
FT
FT
FT 1
FT
Al A2 1.69%
15
59
RCP 209.00 208.00 212.00 3.00 FES 4
131 B2 1.76%
15
108
RCP 205.40 203.50 209.15 3.75 CB
B2 B3 1.15%
15
26
RCP 203.40 203.10 207.15 3.75 CB
B3 B4 1.74%
18
138
RCP 203.00 200.60 207.00 4.00 CB
B4 B5 1.00%
18
95
RCP 200.50 199.55 204.50 4.00 DI 4
B30 B3 3.33%
15
72
RCP 205.50 203.10 208.00 2.50 FES
LEGEND
NOTES:
1.
TOP ELEV. IS TOP OF CURB FOR CATCH BASINS, TOP
CB CATCH BASIN
OF RIM FOR MANOLES, TOP OF GRATE FOR DROP
DI DROP INLET
INLETS, AND FINISH GRADE FOR CLEANOUTS.
FES FLARED END SECTION
(CONC.)
2.
ALL FES INLETS & OUTLETS SHALL BE RCP.
RCP REINFORCED CONC. PIPE (CL.
111)
3.
ALL PIPE LENGTHS LISTED ARE HORIZONTAL LENGTHS
BETWEEN CENTER OF GRATES, MANHOLES, OR TO THE
A2 STRUCTURE NUMBER
END OF THE FES.
4.
DOWNSTREAM STRUCTURE IS A FES.
A7CHLINE AIEA 1
AREA 2
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable Cit State and Federal laws. This specific authorization below
P P PP Y, P
is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
IDESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-1595
� � .•'• AND i
0
699 M. _
W ,
-7/0//�
PRELIMINARY
NOT FOR
CONSTRUCTION
DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
C-3. 1
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DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
C-3. 1

GENERAL NOTES
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1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT
STANDARDS AND SPECIFICATIONS.
2. ALL SPOT ELEVA71ONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF
CURB, UNLESS OTHERWISE SHOWN.
J. TOTAL DENUDED AREA = 4.84 AC
4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN
STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH GRADE.
5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
OWNERS INDEPENDENT TESTING LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL
INFORMATION)
6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER
STOPPAGE OF WORK EACH DAY. SEE DETAIL ON SHEET CZ01.
Z EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.
UNLESS NOTED OTHERWISE.
& ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE
DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
EROSION CONTROL MEASURES BOTH ON AND OFF-SITE.
10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER
EACH RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND
FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE
AREAS.
12. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2
FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN
WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM,
FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE. REFER TO SECTION 10-2086 OF THE
RALEIGH CITY CODE FOR ADDITIONAL DETAILS.
13. THIS PROPERTY IS LOCATED IN ZONE "X", AREAS DETERMINED TO BE OUTSIDE THE
0.29' ANNUAL CHANCE FLOOD, ZONE "AE", SPECIAL FLOOD HAZARD AREA SUBJECT TO
INUNDATION BY THE 19 ANNUAL CHANCE FLOOD, AND THE FLOODWAY AREAS IN ZONE
AE" AS SHOWN ON FIRM PANEL 3720173600) AND 3720173700) WITH AN EFFECTIVE
DATE OF MAY 2, 2006.
GRADING LEGEND
EXISTING CONTOURS
PROPOSED STORM DRAIN PIPE
FD PROPOSED FOUNDATION DRAIN DISCHARGE LINE.
SEE ARCH. PLANS FOR DRAIN PIPE LOCA77ONS
ALONG BUILDING WALLS
RD PROPOSED ROOF DRAIN
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EXISTING SURVEY SPOT ELEVATION
270.50T
PROPOSED TOP OF CURB SPOT ELEVATION
270.50
PROPOSED GROUND/PAVEMENT ELEVA71ON
29
STORM STRUCTURE NUMBER
UPSTREAM STRUCTURE DATA
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
FD PROPOSED FOUNDATION DRAIN DISCHARGE LINE.
SEE ARCH. PLANS FOR DRAIN PIPE LOCA77ONS
ALONG BUILDING WALLS
RD PROPOSED ROOF DRAIN
TEMPORARY COMBO. SILT/TREE PROTECTION FENCE
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(5L- / i 'i400 [�SANITARY SEWEREASEMENT 179.003 PP
-4/- -� --------� ---
co 9a
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C,
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CONCURRENT REVIEW APPROVAL
TCHLINE AEA 1
AREA 2
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not apermit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES_
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY _
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
E--)ESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 720
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-7595
PRELIMINARY
NOT FOR
CONSTRUCTION
z
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE NO.
PIPE
SLOPE
PIPE
DIA.
PIPE
LENGTH
PIPE
MATRL
UPPER
NV_
LOWER
INV.
UPSTREAM STRUCTURE DATA
UP STRM
DN STRM
TOP ELEV.
DEPTH
TYPE
I NOTES
I
(IN)
(LF)
W
(FT)
(FT)
(FT) (1)
(FT)
z
Al A2
1.69%
15
59
RCP 209.00 208.00 212.00 3.00 FES 4
61 B2
1.76%
15
108
RCP 205.40 203.50 209.15 3.75 CB
B2 B3
1.15%
15
26
RCP 203.40 203.10 207.15 3.75 CB
B3 B4
1.74%
18
138
RCP 203.00 200.60 207.00 4.00 CB
B4 B5
1.00%
18
95
RCP 200.50 199.55 204.50 4.00 DI 4
B30 B3
3.33%
15
72
RCP 205.50 203.10 208.00 2.50 FES
LEGEND
NOTES:
1.
TOP ELEV. IS TOP OF CURB FOR CATCH BASINS, TOP
CB CATCH BASIN
OF RIM FOR MANOLES, TOP OF GRATE FOR DROP
DI DROP INLET
INLETS, AND FINISH GRADE FOR CLEANOUTS.
FES FLARED END
SECTION
(CONC.)
2.
ALL FES INLETS & OUTLETS SHALL BE RCP.
RCP REINFORCED CONC. PIPE (CL.
Ill)
3.
ALL PIPE LENGTHS LISTED ARE HORIZONTAL LENGTHS
BETWEEN CENTER OF GRATES, MANHOLES, OR TO THE
A2 STRUCTURE NUMBER
END OF THE FES.
4.
DOWNSTREAM STRUCTURE IS A FES.
CONCURRENT REVIEW APPROVAL
TCHLINE AEA 1
AREA 2
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal
requirements for development and construction. The property owner, design consultants, and contractors are
each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below
is not apermit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES_
STO R M WATE R
PLANNING/ZONING
FIRE
URBAN FORESTRY _
SITE ACCESSIBILITY
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C: L "
E--)ESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 720
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.' C-7595
PRELIMINARY
NOT FOR
CONSTRUCTION
DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
G3.2
z
0
U
W
0
z
O
LL1
z
DRAFTED BY: YA, DL
CHECKED BY. ZRP, WBH, KAL
DATE: 23 JULY 2018
CLH PROJECT NO: 16-148
NCDEQ EROSION CONTROL SUBMITTAL
SITE GRADING
PLAN
G3.2

APPENDIX VI
USACE Email Correspondence and Preliminary Jurisdictional
Determination Request

Ashley Steele Bentz
From: Alexander, Tasha L CIV USARMY CESAW (US) <[e-mail]>
Sent: Wednesday, August 01, 2018 9:28 AM
To: Ashley Steele Bentz
Subject: RE: SAW -2017-02126
Ashley,
The attached Feature Exhibit 4 represents the features onsite. We did not make any changes during our field
visit on October 11, 2017. That is correct, we could issue the PJD if needed with the a permit verification.
However, a PJD is not required to issue a permit verification as we have verified the delineation.
Thank you,
Tasha Alexander
Regulatory Specialist
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
919-554-4884 ext. 35
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure
we continue to do so, please complete the Customer Satisfaction Survey located at our website at
httns://na01. safelinks.Drotection.outlook.com/?url=httn%3A%2F%2Fwww.saw.usace.armv.mil%2Fmissions%2
FRegulatoDPermitPro rg am.aspx&data=02%7C01%7Ckarrance%40hazenandsawyer.com%7Cd3ebdlbb8f8d4e
f7195f08d5a47cfa94%7C083fc4d272ad412bae7d6b8lb83916dd%7C0%7C0%7C636595779054132912&sdata
=maldkve5Uj7GaO2okggLZ1%2Fo91WzWKr%2BQ3hE4IsAYjk%3D&reserved=0 to complete the survey
online.
-----Original Message -----
From: Ashley Steele Bentz [mailto:[e-mail]]
Sent: Tuesday, July 31, 2018 5:10 PM
To: Alexander, Tasha L CIV USARMY CESAW (US) <[e-mail]>
Subject: [Non-DoD Source] SAW -2017-02126
Tasha, can you confirm that the attached Feature Exhibit which was submitted to you in our Preliminary JD
Request dated March 3, 2017 was later confirmed by you as correct during your site visit on October 11, 2017?
I believe we determined that the PJD would be issued concurrently with the permit submittal if a permit was
required.
Thank you for your help!
Ashley

Ashley Steele Bentz, PWS
Staff Scientist
<BlockedhLtp://www.smeinc.com/>
S&ME
3201 Spring Forest Road
Raleigh, NC 27616 map
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78.5867395!2d35.8557242>
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Blockedwww.smeinc.com <Blockedhttp://www.smeinc.com/>
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This electronic message is subject to the terms of use set forth at Blockedwww.smeinc.com/email
<Blockedhttp://www.smeinc.com/email> . If you received this message in error please advise the sender by
reply and delete this electronic message and any attachments. Please consider the environment before printing
this email.

•
March 3, 2017
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers, Wilmington District
3331 Heritage Trade Drive, Suite 105
Raleigh, North Carolina 27587
Attention: Ms. Tasha Alexander; Regulatory Specialist
Reference: Preliminary Jurisdictional Determination Request and Supporting Documentation
River Bend Park
6580 Perry Creek Road
Raleigh, Wake County, North Carolina
S&ME Project 1305-16-126
Dear Ms. Alexander:
On behalf of our client, CLH Design, P.A. (CLH), S&ME, Inc. (S&ME) hereby submits this preliminary
Jurisdictional Determination request. In support of this request, please find enclosed the following:
• Jurisdictional Determination Request Form
• Preliminary Jurisdictional Determination Form
• Agent Authorization form completed by Property Owner
• Proof of Ownership (Wake County GIS website)
• Figures — USDA — SCS Soil Survey Exhibit (Figure 1), USGS Topographic Exhibit (Figure 2), 2015
Color Aerial and Topographic Exhibit (Figure 3), Feature Exhibit (Figure 4), LIDAR Exhibit (Figure 5),
National Wetlands Inventory Exhibit (Figure 6), National Hydrography Dataset Exhibit (Figure 7),
FEMA Flood Zone Exhibit (Figure 8), NC NHP Element Occurrence Exhibit (Figure 9), NC SHPO
Historic Resource Exhibit (Figure 10)
• USACE Routine Data Forms
• NC DWQ Stream Identification Form
• Site Photographs
Please let me know when you are available to review the jurisdictional features on-site. If you have
questions or need additional information, please contact me at 919.801.3798.
Sincerely,
S&ME, Inc.
124� 4_6E�&
Walter Cole, L.S.S., R.E.H.S. Ashley Steele
Project Manager Staff Scientist
S&ME, Inc. 13201 Spring Forest Road I Raleigh, NC 27616 1 p 919.872.2660 1 f 919.876.3958 1 www.smeinc.com

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

Jurisdictional Determination Request
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E and F.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not
be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or
your tenant are USDA Program participants, or anticipate participation in USDA programs, you
should also request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
Version: December 2013 Page 2

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 6580 Perry Creek Road
City, State: Raleigh, NC
County: Wake County
Directions: The site is located east of the River Bend Middle School currently under construction
between the middle school and the Neuse River.
Parcel Index Number(s) (PIN): 1736986508
B. REQUESTOR INFORMATION
Name: Mr. Walter Cole of S&ME, Inc.
Mailing Address: 3201 Spring Forest Road, Raleigh, NC 27616
Telephone Number: 919-872-2660
Electronic Mail Address 1: [e-mail]
Select one:
❑ I am the current property owner.
❑✓ I am an Authorized Agent or Environmental Consultant
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: City of Raleigh
Mailing Address: Po Box 590
Raleigh, NC 27602-0590
Telephone Number:
Electronic Mail Address3:
Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
z Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

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

F.
❑✓
II
G.
Jurisdictional Determination Request
ALL REQUESTS
Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
Size of Property or Project Area 24.97
acres
I verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
❑✓ Completed and signed Preliminary Jurisdictional Determination Form6.
Project Coordinates: 35.86079
Latitude -78.52861
Maps (no larger than 11x17) with Project Boundary Overlay:
Longitude
❑l Large and small scale maps that depict, at minimum: streets, intersections, towns
❑✓ Aerial Photography of the project area
F✓ USGS Topographic Map
❑✓ Soil Survey Map
❑v Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
Version: December 2013 Page 5

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑v Wetland Data Sheets
❑✓ Upland Data Sheets
❑✓ Landscape Photos, if taken
Tributaries:
❑ USACE Assessment Forms
❑ Other Assessment Forms
(when appropriate)
Field Sketch overlain on legible Map that includes:
■ All aquatic resources (for sites with multiple resources, label and identify)
■ Locations of wetland data points and/or tributary assessment reaches
■ Locations of photo stations
■ Approximate acreage/linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
❑ Project Coordinates:
Latitude
Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑ Aerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
1987 Manual Regional Supplements and Data forms can be found at:
http://www.usace.army.mil/Missions/CivilWorks/RegulatorVProgramandPermits/reg supp.aspx
Wetland and Stream Assessment Methodologies can be found at:
http://portal.ncdenr.org/c/document library/get file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&groupld=38364 and,
http://www.saw.usace.army.mil/Portals/59/docs/regulatory/publicnotices/2013/NC5AM Draft User Manual 130318.pdf
8 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 6

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

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

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

Jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
❑ When the entire actual Jurisdictional Boundary is depicted:
include the following Corps Certification language:
"This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction
of Section 404 of the Clean Water Act as determined by the undersigned on this date.
Unless there is a change in the law or our published regulations, the determination of
Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual."
Regulatory Official:
Title:
Date:
USA CE Action ID No.:
❑ When uplands may be present within a depicted Jurisdictional BounduT.
include the following Corps Certification language:
"This certifies that this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands
Delineation Manual."
Regulatory Official:
Title:
Date:
USA CE Action ID No.:
Version: December 2013 Page 10

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

ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Mr. Walter Cole of S&ME, Inc., 3201 Spring Forest Rd, Raleigh, NC 27616
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State:NC County/parish/borough: Wake County City: Raleigh
Center coordinates of site (lat/long in degree decimal format): Lat. 35.86079°
N, Long. -78.52861'W.
Universal Transverse Mercator: NAD83
Name of nearest waterbody: Neuse River
Identify (estimate) amount of waters in the review area:
Non -wetland waters: 1,390 linear feet: —120 width (ft) and/or acres.
Cowardin Class: Riverine
Stream Flow: Perennial
Wetlands: 0.57 acres.
Cowardin Class: Forested
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non -Tidal: Neuse River
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s)-
1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.

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

Maps, p lens, plots o r p la k S!u bm itted by or on beha If of the
app Iica nVconsufke nt:
© Da to sh Bets p reps rad�su bm it#ed by or on beh all of Ifie
applrc.ant/oonsulrta nt.
❑ + f ice concurs with data s heatsfd a lineati oa repo rt_
❑ office does not concur wrth data sheetsjde Iinea60 n report.
0 Data sheets prepared by the Corps:
❑ Corps navigabie waters' study-
E] U. S. Ga -o log ica 15 u rvey W ydrotogie Atias:
Z USGS NHD data.
❑ US GS 8 and 12 digit HU C maps.
U.S. Geological Survey ma p(s). C ile scale .6 quad name -2016 Raleigh
East, NC U SGS Topographic Quadrangle. 1:24,0.00 scale.
E USDA Natural Re oar s Conserva tloa Service $oil Survey. C ilaiic n:
1970 USDA -SC S Pu b li0ed So 0 So rvey of Wa ke Cou ntyr, NC sheets 3D &40_
Z N a do no I wetlands in ve ntory rna,p (s), Like n ame_ Q 16 Lis F"VV:5 NVQ I
Data Set.
❑ ;Stot-Wl-ccal wetia nd 'nventory map(s)--
0
nap(s)_0 F EIVIA�FIRM maps
D 1 00 -ye a r Fleedp la in E levation is:
(National Geodectic Merl Ica I Datum
of 1929)
H Ph eteg ra phs: ® Aerial (Name & Rate); C ity of Raleigh 2015 Aerial
Grthoi mage ry lager.
or 0 Other (Name & Daft)-
f J E regio us detelrminafion(s). F ile no. and d ate of res posse letter:
❑ OM e r i nformapion (ple ase specify):
1149 P ORTA NT NOT E; The i nfo rmati on record -ed on this form has n of
riecessa ri I been verl lied by th a GorDs a n d s ho uid not be re I red u Pon fcT
later 'u risd ictio n a I determi n ations.
Signature and date of
Reg u letcry Project W nager
(REQUIRED)
Sigrn atu re and date -of
person regnesti ncj pre li m in a iy JD
(REQUIRED, unless oblaining
the s ig riatu rt is impracticable)

Estimated
Site
number
Latitude
Longitude
Cowardin
Class
amount of
aquatic
Class of
aquatic
resource in
resource
review area
W1
35.86201
-78.52787
PFO
0.14 acre
non -section 10
— wetland
W2
35.86004
-78.52818
PFO
0.43 ac
non -section 10
— wetland
N1
35.86075
-78.52717
R2UB
1,390 linear feet
section 10 —
non -tidal

S&ME
AGENT AUTHORIZATION AN a RIG H T -G F -ENTRY FORM
DIiv: 1 i; 7�2f)16
Prfljout Tn61)rmalimi
S&ME Project Name= C i Ly o F Rale igh River Be3id Purk
Type A'Projeut: R.ecTwt-1 d
Louati*n: 6S;ka Purry Creek RUd, JW69h Wobb Cowity, Norf h Camfinft
Propoeetk r:aer .e].)menhstive 3nformatfaiR
Basiness tNamc:
C. i ly g P, alP,�isch
Mai lig AMress: Post ()ffiea a gX S90
City, States Zip C&de: Raleigh, North i~'mdiria 27602
Telephoir No. 1 �-996-4771 jLnra C �mc4 Ptd I ect M a er—
cmtact: Diane LSauer, Parks, Ract�eation & Cultural Reso=es Director
Agent I mformation
1;r.Bin(M. N AMC: %&-m F:, Inc,
Struu[}4'e�s=
cky, state, �fip Code:
I'c Ie r6-n.e No,
CwItact;
301 Spring Forest Road
x140, +IC 21K 6
919472-2
Mr. walter 6610
Autl rization: I � " oil 13chaii,
f vis[actig��atui+ej —
C ity of R a1 eigh, Nordi [`arol ina a
(Namc of I ,a ndowner air F{cpre-ticatKiVL!)
a clu ly aulixximl orwne r of me rd c -F the pmpcTVi pmper# R irknufied he min, hereby al3ax-iZQ
;&M M F, to act a-5 agent 'with the USD=A E i n conneetim with the above -m -mi coned p mjeV,
1 also atGt Wine Vepre natives Oi'the wilrning�on Distriel, U.S. Ai -my Corps of EAsgineers
(CrCps) tO enter uprAL the property herrir< de%crY3ed For the Rurposer. Oi' cemdtictiD� 01k-mte
anwcstigali{rns pend issnXg EL (��=ffistitin asNoci=d wiih WWw s ref the U -S. suhjmt to Forttral
jiquisdiu[ion under Sectim 404 of thfi 0"n Watcr Act Rr r gr Secti Dn 10 of the K iverr, fLn j
HFrbors Act of I SV.

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DATE: 11-07-16
DRAWN BY: A. STEELE
'ROJECT NO:
1305-16-126
*S&ME
WWW.SMEINC.COM
ENGINEERING LICENSE NO: F-0176
FIGURE NO
USDA -SCS SOIL SURVEY EXHIBIT 1
RIVER BEND PARK
CITY OF RALEIGH
RALEIGH, WAKE COUNTY, NORTH CAROLINA
E
U)
x
SOILS'
REFERENCE:
GIS DATA LAYERS WERE OBTAINED FROM THE 1970 USDA -SCS PUBLISHED SOIL SURVEY OF WAKE
Cm: Chewacla soils
COUNTY, NORTH CAROLINA SHEETS 30 AND 40 AND THE MAY 2016 WAKE COUNTY NE PARCEL
CO: Congaree fine sand loam
g y
SHAPEFILE. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT
FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY.
WmC: Wedowee sandy loam, 6-10% slopes
S&ME,INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE ORANYACTIONSTAKEN BYTHE
DuB: Durham loamy sand, 2-6% slopes
USER BASED UPON THIS INFORMATION.
1 "=500'
DATE: 11-07-16
DRAWN BY: A. STEELE
'ROJECT NO:
1305-16-126
*S&ME
WWW.SMEINC.COM
ENGINEERING LICENSE NO: F-0176
FIGURE NO
USDA -SCS SOIL SURVEY EXHIBIT 1
RIVER BEND PARK
CITY OF RALEIGH
RALEIGH, WAKE COUNTY, NORTH CAROLINA
E
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x

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I 1 9 0 te I W r
REFERENCE:
GIS DATA LAYERS WERE OBTAINED FROM THE 2016 RALEIGH EAST USGS TOPOGIRPAHIC
QUADRANGLE, 1:24,000 SCALE AND THE MAY 2016 WAKE COUNTY NE PARCEL SHAPEFILE. PLEASEyy
NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR
%
%
%
ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO
RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS
I ME.- D
INFORMATION.
Site Parcel
SCALE: 1 1 250
DATE: 10-06-16 S&ME USGS TOPOGRAPHIC EXHIBIT
#
FIGURE NO.
RIVER BEND PARK
2
DRAWN BY: A. STEELS
WWW.SMEINC.COM
CITY OF RALEIGH
PROJECT NO:
ENGINEERING LICENSE NO: F-0176 RALEIGH, WAKE COUNTY, NORTH CAROLINA

N
1
0 250 500
F. eet
REFERENCE:
GIS DATA LAYERS WERE OBTAINED FROM THE 2015 CITY OF RALEIGH AERIAL ORTHOIMAGERY, THE
2013 WAKE COUNTY CONTOUR SHAPEFILE, AND THE MAY 2016 WAKE COUNTY NE PARCEL
SHAPEFILE. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT Site Parcel
FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY.
S&ME, INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE
USER BASED UPON THIS INFORMATION. Contours
SCALE: 1 = 250' 2015 COLOR AERIAL AND FIGURE NO.
DATE: 10-06-16 *S&ME TOPOGRAPHIC EXHIBIT
DRAWN BY: A. STEELE RIVER BEND PARK 3
PROJECT NO: WWW.SMEINC.COM CITY OF RALEIGH
ENGINEERING LICENSE NO: F-0176 RALEIGH, WAKE COUNTY, NORTH CAROLINA

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REFERENCE:
GIS DATA LAYERS WERE OBTAINED FROM THE 2007 ELEVATION AND HILLSHADE NCDOT LIDAR
DATASETS AND THE MAY 2016 WAKE COUNTY NE PARCEL SHAPEFILE. PLEASE NOTE THIS MAP IS
FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES.
THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO RESPONSIBILITY FOR
ANY DECISION MADE OR ANYACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION.
1 „ = 500 '
S&E
*M
DATE: 11-07-16
DRAWN BY: A. STEELE
WWW.SMEINC.COM
'ROJECT NO: 1305-16-126
ENGINEERING LICENSE NO: F-0176
IIfi Hillshade
- High : 236
Low: 76
E
Elevation
- High : 296
� Z
- Low: 173
0
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— Site Parcel N
_ F
U
W
FIGURE NO. p
LIDAR EXHIBIT a
C
RIVER BEND PARK C
CITY OF RALEIGH
RALEIGH, WAKE COUNTY, NORTH CAROLINA

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GIS DATA LAYERS WERE OBTAINED FROM THE 2015 USGS NATIONAL HYDROGRAPHY DATASET AND
THE MAY 2016 WAKE COUNTY NE PARCEL SHAPEFILE. PLEASE NOTE THIS MAP IS FOR .' y
N HD Waterbod y
INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES.
THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO RESPONSIBILITY FOR r
o
ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION.
Site Parcel
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W
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SCALE: 1 ,. = 500'
S&ME
NATIONAL HYDROGRAPHY
DATASET EXHIBIT
FIGURE NO.
DATE: 11-07-16
RIVER BEND PARK
7
DRAWN BY: A. STEELE
WWW.SMEINC.COM
CITY OF RALEIGH
RALEIGH, WAKE COUNTY, NORTH CAROLINA
PROJECT NO: 1305-16-126
�
ENGINEERING LICENSE NO: F-0176

1
O'Hara Stell Farm
•
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1'
_ Farm
+� wFk
Alpheus Jones House
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REFERENCE:
GIS DATA LAYERS WERE OBTAINED FROM THE JUNE 2016 NC STATE HISTORIC PRESERVATION
OFFICE HISTORIC RESOURCE SHAPEFILES AND THE MAY 2016 WAKE COUNTY NE PARCEL
SHAPEFILE. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT
kf
1
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N
Historic Resource Boundary
Q One -Mile Search Radius o
MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS 6
ACCURACY. S&ME, INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE OR ANY
"-
ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION. _ - _ # Site Parcel F
T� w
SCALE:1 „ _ 2 000 , FIGURE NO. p
DATE: 11-07-16 NCSHPO HISTORIC RESOURCE EXHIBIT a
DRAWN BY: A. STEELE RIVER BEND PARK 10
WWW.SMEINC.COM CITY OF RALEIGH
PROJECT No: 1305-16-126
ENGINEERING LICENSE NO: F-0176 RALEIGH, WAKE COUNTY, NORTH CAROLINA

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: River Bend Park City/County: Raleigh/Wake Sampling Date: 11/15/2016
Applicant/Owner: CLH Design, P.A./City of Raleigh State: NC Sampling Point: DP1
Investigator(s): Ashley Steele, Justin Ahn Section, Township, Range:
Landform (hillslope, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope (%): <5%
Subregion (LRR or MLRA): LRR P Lat: 35.86204 Long: -78.52795 Datum: NAD83
Soil Map Unit Name: Congaree fine sandy loam NWI classification: N/A
Are climatic / hydrolo is conditions on the site typical for this time of year? Yes ✓ 1 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:
Hurricane Matthew brought heavy rainfall 10/8/2016
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 (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 (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 (135)
=Geomorphic Position (D2)
=Inundation Visible on Aerial
Imagery (137)
=Shallow Aquitard (D3)
=Water -Stained Leaves (139)
=Microtopographic Relief (D4)
=Aquatic Fauna (613)
=FAC -Neutral Test (D5)
Field Observations:
Surface Water Present?
Yes= NoF7-] Depth (inches):
Water Table Present?
Saturation Present?
Yes= No= Depth (inches):
Yes= No= Depth (inches): 12
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: DP1
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont -Version 2.0
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30 ft. x 30 ft. )
% Cover
Species?
Status
Number of Dominant Species
1. Quercus phellos
30
YES
FAC
That Are OBL, FACW, or FAC: 7 (A)
2. Liquidambar styraciflua
25
YES
FAC
Acer rubrum
15
NO
FAC
Total Number of Dominant 7
3.
Species Across All Strata: (B)
4. Platanus occidentalis
10
NO
FACW
5.
Percent of Dominant Species
100%
That Are OBL, FACW, or FAC: (A/B)
6.
Prevalence Index worksheet:
7
80
= Total Cover
Total % Cover of: Multiply by:
Sapling Stratum (Plot size: 30 ft. X 30 ft. )
OBL species x 1 =
1. Liquidambar styraciflua
10
YES
FAC
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
2. Quercus phellos 5 NO FAC
3. Carpinus caroliniana 5 NO FAC
4. Betula nigra 5 NO FACW
5. Ilex opaca 5 NO FACU
6.
7.
30Total
Hydrophytic Vegetation Indicators:
Shrub Stratum (Plot size: 30 ft. x 30 ft. )
= Cover
01 -Rapid Test for Hydrophytic Vegetation
1. Ilex decidua
35
YES
FACW
=2 - Dominance Test is >50%
2. Arundinaria gigantea
30
YES
FACW
03 - Prevalence Index is:53.01
O4 - Morphological Adaptations' (Provide supporting
3.
4.
data in Remarks or on a separate sheet)
5.
Problematic Hydrophytic Vegetation' (Explain)
6.
'Indicators of hydric soil and wetland hydrology must
7.
be present, unless disturbed or problematic.
Herb Stratum (Plot size: 30 ft. x 30 ft. )
65
= Total Cover
Definitions of Five Vegetation Strata:
1. Poa Spp.
5
YES
FAC
Tree - Woody plants, excluding woody vines,
2
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
3.
4
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
5.
than 3 in. (7.6 cm) DBH.
6.
Shrub - Woody plants, excluding woody vines,
7.
approximately 3 to 20 ft (1 to 6 m) in height.
8.
9
Herb - All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
10.
plants, except woody vines, less than approximately 3
11.
ft (1 m) in height.
12.
Woody vine - All woody vines, regardless of height.
5
=Total Cover
Woody Vine Stratum (Plot size: 30 ft. X 30 ft. )
1. Smilax rotundifolia
10
YES
FAC
Hydrophytic
Vegetation
Present? Yes= No
2.
3.
4
5.
10 = Total Cover
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: DP1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' Loc' Texture Remarks
0-6 10YR 5/3 100
SL
Sandy Loam
6-13+ 10YR 5/2 90
7.5YR 5/6 10 C PL SL
Sandy Loam
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
=Histosol (Al)
=Dark Surface (S7)
=2 cm Muck (A10) (MLRA 147)
=Histic Epipedon (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)
=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 (F6)
=Very Shallow Dark Surface (TF12)
=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)
3Indicators of hydrophytic vegetation and
=Sandy Redox (S5)
=Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
=Stripped Matrix (S6)
=Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric
Soil Present? Yes= No
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: River Bend Park City/County: Raleigh/Wake Sampling Date: 11/15/2016
Applicant/Owner: CLH Design, P.A./City of Raleigh State: NC Sampling Point: DP2
Investigator(s): Ashley Steele, Justin Ahn Section, Township, Range:
Landform (hillslope, terrace, etc.): terrace Local relief (concave, convex, none): None Slope (%): <5%
Subregion (LRR or MLRA): LRR P Lat: 35.86176 Long: -78.52797 Datum: NAD83
Soil Map Unit Name: Chewacla soils NWI classification: N/A
Are climatic / hydrolo is conditions on the site typical for this time of year? Yes ✓ I 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:
Hurricane Matthew brought heavy rainfall 10/8/2016
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 (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 (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 (135)
=Geomorphic Position (D2)
=Inundation Visible on Aerial Imagery (137)
=Shallow Aquitard (D3)
=Water -Stained Leaves (139)
=Microtopographic Relief (D4)
=Aquatic Fauna (613)
=FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes= NoF7-] 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.
Sampling Point: DP2
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30 ft. x 30 ft. ) % Cover Species? Status
Acer rubrum 30 YES FAC Number of Dominant Species 3
1. That Are OBL, FACW, or FAC:
2.Ostrya virginiana
30
3. Liquidambar styraciflua
10
4. Carpinus caroliniana
10
5. Cornus florida
10
6. Pinus taeda
5
7.
O4 - Morphological Adaptations' (Provide supporting
w
Sapling Stratum (Plot size:
1.
4.
5.
7
Shrub Stratum (Plot size: 30 ft. x 30 ft. )
1. Ilex opaca 25
2. Ligustrum sinense 15
3. Arundinaria gigantea 10
4.
ON
50
Herb Stratum (Plot size: 30 ft. x 30 ft. )
1. Microstegium vimineum 15
2. Fragaria vesca 5
Viola villosa 5
5.
6.
7.
9.
10.
11.
12.
GJ
Woody Vine Stratum (Plot size: 30 ft. x 30 ft. )
1. Lonicera japonica 5
2.
3.
r,
or on a separate
T F-0 rr1�.v
Total Number of Dominant
NO FAC Species Across All Strata: 9
Kin Por
NO FACU Percent of Dominant Species
That Are OBL, FACW, or FAC: 33%
NO FAC
(A)
(B)
(A/B)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
= Total Cover Definitions of Five Vegetation Strata:
YES FAC Tree - Woody plants, excluding woody vines,
YES FACU approximately 20 ft (6 m) or more in height and 3 in.
YES FACU (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.
= Total Cover
YES FACU
= Total Cover
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
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
= Total Cover
YES FACU
02 - Dominance Test is >50%
YES FACU
OBL species
x 1 =
O4 - Morphological Adaptations' (Provide supporting
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals:
(A) (B)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
= Total Cover Definitions of Five Vegetation Strata:
YES FAC Tree - Woody plants, excluding woody vines,
YES FACU approximately 20 ft (6 m) or more in height and 3 in.
YES FACU (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.
= Total Cover
YES FACU
= Total Cover
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
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
= Total Cover
Q 1 -Rapid Test for Hydrophytic Vegetation
YES FACU
02 - Dominance Test is >50%
YES FACU
03 - Prevalence Index is :53.01
YES FACW
O4 - 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.
= Total Cover Definitions of Five Vegetation Strata:
YES FAC Tree - Woody plants, excluding woody vines,
YES FACU approximately 20 ft (6 m) or more in height and 3 in.
YES FACU (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.
= Total Cover
YES FACU
= Total Cover
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
Sampling Point: DP2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' Loc' Texture Remarks
0-6 10YR 4/4 100
SL
Sandy Loam
6-16+ 10YR 5/4 100
SL
Sandy Loam
'Type: C=Concentration, D=Depletion, RM=Reduced
Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
=Histosol (Al)
=Dark Surface (S7)
=2 cm Muck (A10) (MLRA 147)
=Histic Epipedon (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)
=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 (F6)
=Very Shallow Dark Surface (TF12)
=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)
3Indicators of hydrophytic vegetation and
=Sandy Redox (S5)
=Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
=Stripped Matrix (S6)
=Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth
Hydric
Soil Present? Yes= No
(inches):
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: River Bend Park
City/County: Raleigh/Wake Sampling Date: 11/15/2016
Applicant/Owner: CLH Design, P.A./City of Raleigh State: NC Sampling Point: DP3
Investigator(s): Ashley Steele, Justin Ahn Section, Township, Range:
Landform (hillslope, terrace, etc.): Toe Slope Local relief (concave, convex, none): Concave
Subregion (LRR or MLRA): LRR P Lat: 35.85918 Long: -78.52951
Soil Map Unit Name: Wedowee sandy loam, 6 to 10 percent slopes NWI classification: N/A
Are climatic / hydrolo is conditions on the site typical for this time of year? Yes ✓ 1 No (If no, explain in Remarks.)
_ Slope (%): <5%
Datum: NAD83
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:
Hurricane Matthew brought heavy rainfall 10/8/2016.
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 (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 (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 (135)
=Geomorphic Position (D2)
=Inundation Visible on Aerial Imagery (137)
=Shallow Aquitard (D3)
=Water -Stained Leaves (139)
=Microtopographic Relief (D4)
=Aquatic Fauna (613)
=FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes= NoF7-] Depth (inches):
Water Table Present? Yes= No= Depth (inches):
Saturation Present? Yes= No= Depth (inches): 16
Wetland Hydrology Present? Yes = No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Recent heavy rain event brought upon by Hurricane Matthew on 10/8/2016.
Construction adjacent to data point location.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Tree Stratum (Plot size: 30 ft. x 30 ft. )
1. Acer rubrum
2. Liquidambar styraciflua
3. Quercus phellos
4. Fagus grandifolia
6.
7.
Sapling Stratum (Plot size:
1.
4.
5.
7
Shrub Stratum (Plot size: 30 ft. x 30 ft
1. Arundinaria gigantea
2. Ilex opaca
3. Rubus argutus
4.
WA
Sampling Point: DP3
Absolute
Dominant Indicator
Dominance Test worksheet:
Hydrophytic Vegetation Indicators:
= Total Cover
% Cover
Species?
Status
Number of Dominant Species
03 - Prevalence Index is :53.01
5 NO FACU
40
YES
FAC
That Are OBL, FACW, or FAC:
5
(A)
25
YES
FAC
10
NO
FAC
Total Number of Dominant
6
Species Across All Strata:
(B)
5
NO
FACU
Percent of Dominant Species
That Are OBL, FACW, or FAC:
83%
(A/B)
Prevalence Index worksheet:
80
= Total Cover
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
FAC species
FACU species
UPL species
Column Totals:
x 2 =
x 3 =
x 4 =
x 5 =
(A)
(B)
50
Herb Stratum (Plot size: 30 ft. x 30 ft. )
1. Poa Spp. 25
2. Juncus effusus 5
3. Eupatorium capillifolium 5
5.
6.
7.
9.
10.
11.
12.
3�
Woody Vine Stratum (Plot size: 30 ft. x 30 ft. )
1. Smilax rotundifolia 10
2.
3.
or on a separate
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
= Total Cover Definitions of Five Vegetation Strata:
YES FAC Tree — Woody plants, excluding woody vines,
NO FACW approximately 20 ft (6 m) or more in height and 3 in.
Nn FA(:1 1 (7.6 cm) or larger in diameter at breast height (DBH).
= Total Cover
YES FAC
= Total Cover
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
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
= Total Cover
Q 1 -Rapid Test for Hydrophytic Vegetation
30 YES FACW
=2 - Dominance Test is >50%
25 YES FACU
03 - Prevalence Index is :53.01
5 NO FACU
O4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
50
Herb Stratum (Plot size: 30 ft. x 30 ft. )
1. Poa Spp. 25
2. Juncus effusus 5
3. Eupatorium capillifolium 5
5.
6.
7.
9.
10.
11.
12.
3�
Woody Vine Stratum (Plot size: 30 ft. x 30 ft. )
1. Smilax rotundifolia 10
2.
3.
or on a separate
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
= Total Cover Definitions of Five Vegetation Strata:
YES FAC Tree — Woody plants, excluding woody vines,
NO FACW approximately 20 ft (6 m) or more in height and 3 in.
Nn FA(:1 1 (7.6 cm) or larger in diameter at breast height (DBH).
= Total Cover
YES FAC
= Total Cover
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
Sampling Point: DP3
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' Loc' Texture Remarks
0-2 10YR 3/4 100
SL
Sandy Loam
2-3 10YR 4/2 95
7.5YR 5/6 5 C PL SL
Sandy Loam
3-16+ 10YR 5/3 90
5YR 5/8 10 C PL LS
Loamy Sand
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
=Histosol (Al)
=Dark Surface (S7)
=2 cm Muck (A10) (MLRA 147)
=Histic Epipedon (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)
=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 (F6)
=Very Shallow Dark Surface (TF12)
=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)
3Indicators of hydrophytic vegetation and
=Sandy Redox (S5)
=Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
=Stripped Matrix (S6)
=Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth
Hydric
Soil Present? Yes= No
(inches):
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date: 11/15/2016
Project/Site: River Bend Park
Latitude: 35.8590238
Evaluator: A. Steele, J. Ahn
county: Wake
Longitude: -78.5294850
Total Points:
Stream is at least intermittent 11
Stream Determination (circle one)
Other C
F2
if >_ 19 or perennial if >_ 30'
Ephemeral
p
e.g. Quad Name: v
A. Geomorphology (Subtotal = 4.5 )
Absent
Weak
Moderate
Strong
1 a. Continuity of channel bed and bank
0
1
2 ©
30
2. Sinuosity of channel along thalweg
0
1 •
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1 ®
2 0
3
4. Particle size of stream substrate
0 •
1 ®
2 ©
3
5. Active/relict floodplain
0 0
1 •
2
3
6. Depositional bars or benches
0 •
1
2
3
7. Recent alluvial deposits
0 •
1
2
3
8. Headcuts
0 •
1
2
3
9. Grade control
0 ®
0.5(D
1 ©
1.50
10. Natural valley
0 0
1 0.
1 •
1.5®
11. Second or greater order channel
No = 0 •
Yes = 3
Sketch:
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 3.5 )
12. Presence of Baseflow
00 1®
2®
3
13. Iron oxidizing bacteria
0 • 1
2
3
14. Leaf litter
1. 1 ®
0.5(D
0
15. Sediment on plants or debris
0 E) 0.5
1 ®
1.5
16. Organic debris lines or piles
0 • 0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0 0
Yes= 3 Q
10
C. Biology (Subtotal=
18. Fibrous roots in streambed
30
2
in
0 •
19. Rooted upland plants in streambed
3 •
2
in
0
20. Macrobenthos (note diversity and abundance)
0 •
1
2
3
21. Aquatic Mollusks
0 •
1
2
3
22. Fish
0 •
0.50
10
1.5
23. Crayfish
0 •
0.5
1
1.5
24. Amphibians
0
0.5®
1 ®
1.5
25. Algae
0 •
0.5
1
1.5
26. Wetland plants in streambed
0
FACW = 0.750061=
1.500ther = 0 (F)
"perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
41

River Bend Park Project S&ME Project No. 1305-16-126
ItS&ME Raleigh, Wake County, North Carolina Taken by: W. Cole I Date Taken: 11/08/16
• • • " f r. yam'.
i
•
dr-
. � oaf
i�\f `. s�{y rt , � �
r
k
16
i
n x
AL
J'
L •F }
1
View of wetland area east of the culvert that extends
View of - • area west of - culvert that extends
underneath Neuse Greenway at Flag W1.16.
r}
.-.
'Rp
v � �
S ,
ATT
A4 .
t
View of - River looking upstream at Flag
_ ire .
r •1+ ' �
3
View of ponded bottomland hardwood forested wetland
area located on west side of the Neuse Greenway at Flag
W2.10.
River Bend Park Project S&ME Project No. 1305-16-126
ItS&ME Raleigh, Wake County, North Carolina Taken by: W. Cole I Date Taken: 11/08/16
• • • " f r. yam'.
-. •-f
•
dr-
. � oaf
i�\f `. s�{y rt , � �
r
k
16
i
•_� • 7_
View of - • area west of - culvert that extends
underneath.•
.-.
'Rp
v � �
S ,
ATT
f� y
View of - River looking upstream at Flag
River Bend Park Project S&ME Project No. 1305-16-126
ItS&ME Raleigh, Wake County, North Carolina Taken by: W. Cole I Date Taken: 11/08/16