20150947 Ver 1_401 Application_20150915

P wsP.
15401 Weston Parkway, Suite 100
Cary, NC 27513
T: 919.678.0035
F: 919.678.0206
www.wsDarouD.com
TO: DWQ
NC DWQ, WBSCP Unit
512 North Salisbury Street
Haleigh, NC 27604
LETTER OF TRANSMITTAL
DATE August 21, 2015
.log NO. 11320012.110 PROPOSAL NO.
ATTN:
RE: Rembert 401 Permit Submittal
WE ARE SENDING YOU
Fx Attached
_ For your use
Via FedEx the following items:
_ As requested
Return for corrections Return
x For review and comment
e
Via Mail
_
_ Analytical aerial triangulation required
Shop Drawings
_ Prints Plans Samples
Copy of Letter
Change Order
_
_
Photographs
_
Control Photographs Contact Prints Manuscripts
Diapositives
x See Below
COPIES DATE
NO. DESCRIPTION
5
08/21/15
DWQ Cover Letter
5
08/21/15
Agent Authorization Form
5
08/21/15
PCN
5
08/21/15
Supporting Documentation (Appendices A, B, C, D & E)
2
08/21/15
Full Size Construction Plans
3
08/21/15
11 X 17 Construction Plans
1
08/21/15
Minor Impact Check ($240.00)
THESE ARE TRANSMITTED as checked below:
_ For approval
_ Approved as submitted Resubmit
_ For your use
_ Approved as noted Submit
_ As requested
Return for corrections Return
x For review and comment
_
For your records
_ Control survey required
_
_ Analytical aerial triangulation required
See below remarks
For review and comment
❑ FOR BIDS DUE
REMARKS
Please contact me with any questions. Thank you!
COPY TO: file
❑ Specifications
❑ Diskettes
copies for approval
copies for distribution
corrected prints
20 ❑ PRINTS RETURNED AFTER LOAN TO US
SIGNED:
W

I,-
�wsr
August 21, 2015
Karen Higgins
NCDWQ
1617 Mail Services Center
Raleigh, NC 27699 -1617
15401 Weston Parkway
Suite 100
Cary, NC 27513
Main: 919 678 0035
www.wspgroup.conVusa
,� 0
X50
94,>
RE: PCN Application Package for 10 If of Stream Impacts and 1400 sf of Temporary Buffer
Impacts for Rembert Drive Storm Drainage Improvements
The City of Raleigh Public Works Department, Stormwater Management Division
Wake County, North Carolina
Dear Ms. Higgins;
The project consists of the installation of a 24 -inch RCP storm drainage piping network and associated
inlets and junction boxes along properties located at 5101, 5011, 5009 & 5005 Rembert Drive in Raleigh,
NC. The project is on private property but the work will be done by the City of Raleigh Public Works
Department, Stormwater Management Division as a part of the City's Stormwater Drainage Cost Share
Program. This program is a "drainage assistance program to provide cost - sharing assistance for
engineering design and construction of the improvements" on private property. In addition, "the property
owner must be willing to provide the necessary easements to construct the improvements and share in
the cost of the repairs ". The property owners at the listed addresses are participants in the Stormwater
Drainage Cost Share Program for the above listed project.
The existing pipe system is undersized, resulting in inlet surcharging and crawl space flooding of 5009
Rembert Drive. Additionally, the existing and proposed piping will discharge into an intermittent stream
beginning on the property of 5005 Rembert Drive. In an effort to minimize outlet velocities of the
proposed piping system a rip -rap energy dissipator will be installed at the pipe outlet. Installation of this
dissipator will impact approximately 10 linear feet of this UT of Hare Snipe Creek. Additionally, the
existing pipe network that will be abandoned as part of this project will be removed and an additional 25
linear feet of stream will be temporarily impacted for pipe removal.
The project will permanently impact the UT and surrounding Neuse River Buffer. The project will create
10 If of permanent stream impacts and 1400 sf of temporary buffer impacts (1000 Zone 1 and 400 Zone
2). Permanent stream impacts are for the installation of an outlet dissipator, temporary stream impacts
are for pipe removal, and temporary buffer impacts are for construction access only. The buffers are
primarily grassed rear yards. No wetlands are present.
It is WSP's pleasure to submit this PCN application package on behalf of the City of Raleigh. Please feel
free to contact me at (919) 678 -0035 or dale.hvatt @wsporoup.com if you have any questions or
comments.
7eH
L: \Transp(ortfit(ion \Projects \1320012 Raleigh Drainage Petition OnCall \01 Beaverwood Drive\40- Permit \Cover Letter Corps.docx

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
OWNER: David & Judv Moore PIN: 0796059950 Deed Book, Page No: 008624, 02432
STREET ADDRESS: 5009 Rembert Drive. Raleiah. NC 27612
OWNER: Christopher Miller & Delores Frve PIN: 0796150974 Deed Book, Page No: 014179.00772
STREET ADDRESS: 5005 Rembert Drive, Raleiah. NC 27612
The prol'ect is on private ropefty with the owners listed above but the
work will be done by the �ity of Raleigh Public Works Department
Stormwater Management Division as a part of the Ci 's Stormwater
Drainage Cost Share Program. The City of Raleigh is the applicant.
Please print:
Applicant: Citv of Raleiah Public Works Department, Stormwater Manaaement Division
The undersigned, applicant of the above noted property, do hereby authorize
Dale Hvatt. PE. CFM
(Contractor / Agent)
of WSP
(Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Applicant Address:
Blair Hinkle, PE
Stormwater Program Manager
City of Raleigh Public Works Department
Professional Building th
127 West Hargett Street 8 Floor
Raleigh, NC 27601
Telephone: 919 - 996 -3516
We hereby certify the above information submitted In this application is true and accurate to the
best of our knowledge.
Authorized Si 9 nature
Date: � " i 9 - ) s

n
1�
? 0F wATF,q Office Use Only:
0- Corps action ID no.
li
i o `.;`�� DWQ project no.
• �•� Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information
2p_
1. Processing / $ 0 n
1 a. Type(s) of approval sought from the .,
❑
Corps: ®Section 404 Permit Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification - Express ® Riparian Buffer Authorization
1e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes ® No ❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation ❑ Yes ® No
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes ® No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
2. Project Information
2a. Name of project: 5005 & 5009 Rembert Drive
2b. County: Wake
2c. Nearest municipality / town: Raleigh
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
❑ Yes ® No
inn- rP..�.
a rt_/U15
LDENR WATER RES s a€^ _ i
RMITTING �
1
3a. Name(s) on Recorded Deed: Christopher Miller and Delores Frye & David and Judy Moore
3b. Deed Book and Page No. Deed Book: 014179 Page No: 00772 & Deed Book: 008624 Page No: 02432
3c. Responsible Party (for LLC if City of Raleigh Public Works Department, Stormwater Management Division
applicable):
3d. Street address: 5005 Rembert Drive &
3e. City, state, zip: Raleigh, NC 27612
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
5009 Rembert Drive
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008.Version

4. Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: City of Raleigh Public Works Department
4b.
Name:
Susan Payne Locklear, PE, CFM
4c.
Business name
(if applicable):
City of Raleigh Public Works Department, Stormwater Management Division
4d.
Street address:
PO Box 590
4e.
City, state, zip:
Raleigh, NC 27602 -0590
4f.
Telephone no.:
919 - 996 -3516
4g.
Fax no.:
919 - 996 -7633
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Dale Hyatt, PE, CFM
5b.
Business name
WSP
(if applicable):
5c.
Street address:
15401 Weston Parkway, Suite 100
5d.
City, state, zip:
Cary, NC 27513
5e.
Telephone no.:
919 - 678 -0035
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees):
1 c. Property size:
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin: map is available at
http: / /h2o.enr.state.nc.us /admin /maps/
3. Project Description
0796150974 & 0796059950
Latitude: 35.854000
(DD.DDDDDD)
0.57 acres &
UT to Hare Snipe Creek
C; NSW
Neuse
Longitude: - 78.692800
(- DD.DDDDDD)
0.59 acres
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 area is residential housing within the City of Raleigh limits. An existing drainage system conveys stormwater from
Glenwood Avenue and Rembert Drive through the front yard of 5101 Rembert Drive and through the rear yards of 5011
and 5009 Rembert Drive, before outflowing in the rear yard of 5005 Rembert Drive. The existing 18 -inch pipe that
conveys runoff through the rear yards is undersized causing water to surcharge at inlets, flooding the crawl space of 5009
Rembert Drive.
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
140 linear feet
3d. Explain the purpose of the proposed project:
This project will install a new /parallel pipe system to alleviate inlet surcharging and flooding of 5009 Rembert Drive.
Additionally, at the location of the proposed pipe outlet, a class B rip -rap energy dissipator will be installed. This
dissipator will be 8' long x 12' wide. The storm drainage and stream are on private property but the project is part of the
City of Raleigh Stormwater Drainage Cost Share Program. This will be a City of Raleigh project.
3e. Describe the overall project in detail, including the type of equipment to be used:
Project will consist of installation of a new /parallel closed conduit system. At the exit of the proposed system a rip -rap
energy dissipator (8' long x 12' wide) will be installed to reduce pipe outlet velocities prior to discharging into the
intermittent stream located just downstream of the pipe outlet. The project will also remove a section of pipe from just
beneath the stream bed as it will no longer be in service. The installation of the new /parallel system should alleviate rear
yard flooding and structural flooding of 5009 Rembert Drive. Mini - excavators and skid steers will be utilized to install the
parallel pipe system and also the rip -rap dissipator in the intermittent stream. Various hand tools will be utilized
construction.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / ❑ Yes ❑ No ® Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary El Final
4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for ❑ Yes ❑ No
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Page 4 of 11
® Unknown

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact
Type of wetland Forested
(Corps - 404, 10 Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary (T)
S2
❑ P ®T
Pipe Removal UT to Hare Snipe ❑ PER
Creek ® INT
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ PER
❑ Corps
❑ No
❑ DWQ
❑ INT
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ PER
❑ Corps
❑ No
❑ DWQ
❑ INT
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ PER
❑ Corps
❑ No
❑ DWQ
❑ INT
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ PER
❑ Corps
❑ No
❑ DWQ
❑ INT
W5 ❑ P ❑ T
❑ Yes
❑ Corps
3h. Total stream and tributary impacts 35
❑ No
❑ DWQ
is for installation of a rip -rap outlet dissipator.
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts)
proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b.
3c. 3d.
3e. 3f.
3g.
Stream impact Type of impact
Stream name Perennial
Type of jurisdiction Average
Impact
number -
(PER) or
(Corps - 404, 10 stream
length
Permanent (P) or
intermittent
DWQ — non -404, width
(linear
Temporary (T)
(INT)?
other) (feet)
feet)
S1
®P ❑ T
Rip -Rap Outlet UT to Hare Snipe ❑ PER
® Corps
2 10
Dissipator Creek ® INT
❑ DWQ
S2
❑ P ®T
Pipe Removal UT to Hare Snipe ❑ PER
Creek ® INT
® Corps 2 25
❑ DWQ
S3
❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4
❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5
❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6
❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts 35
3i.
Comments: Impact
is for installation of a rip -rap outlet dissipator.
Page 5 of 11

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary (T)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or ake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1 1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWO)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse El Tar-Pamlico El Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number — Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary (T) impact required?
131 ❑ P ® T UT to Hare Snipe Creek ® Yes s 1000 400
B2 ❑ P ❑ T ❑ Yes
❑ No
B3 ❑ P ❑ T ❑ Yes
❑ No
6h. Total buffer impacts 1000 400
6i. Comments: Buffer is rear yards with trees and grass present. Impacts to the buffer will be for access only.
Page 6 of 11

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 impacts were minimized to the maximum extent possible. The limits of disturbance was minimized to that required to
allow room for construction equipment.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction equipment will be limited to the limits of disturbance shown on the drawings. This limit is the minimum
required for pipe and dissipator installation. The equipment will only be allowed on the property where work is being done
and only within the limits of disturbance. Additionally, small equipment will be utilized to minimize impacts to the back
yards and buffer areas.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply)
2c. If yes, which mitigation option will be used for this
project?
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only):
4e. Riparian wetland mitigation requested:
4f. Non - riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested:
4h. Comments:
❑ Yes ® No
❑ DWQ ❑ Corps
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Type
Quantity
❑ Yes
linear feet
❑ warm ❑ cool
square feet
acres
acres
acres
❑cold
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes ® No
buffer mitigation? If ves, you will have to fill out this entire form — please
contact the State for more information.
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 11

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Diffused flow is not required on this project. It is replacement of a failed ❑ Yes ® No
stormwater piping network.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? ❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Project does not add impervious area,
project is for parallel pipe installation and stream re- grading only.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
3b. Which of the following locally - implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
4. DWQ Stormwater Program Review
4a. Which of the following state - implemented stormwater management programs apply
(check all that apply):
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
5. DWO 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
5b. Have all of the 401 Unit submittal requirements been met?
❑ Certified Local Government
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
❑ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
❑ Yes ❑ No
❑
Coastal counties
❑
HQW
❑
ORW
❑
Session Law 2006 -246
❑
Other:
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the ® Yes ❑ No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application? ❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No
impacts?
❑
5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
http: / /ecos.fws.gov /tess _ pubIic / reports/ species -by- current - range- county ?fips =37183
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? I ❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain? ❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FIRM Panel No. 3720079800J (effective date May 2,
2006)
Dale Hyatt, PE, CFM
August 21,
/ _ 2015
Applicant/Agent's Printed Name Appli nt/ erit' Signature Date
(Agent's signature is va' only ' an a horization letter from the applicant
is provided.)
Page 11 of 11

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APPENDIX A: VICINTY MAP N
0 3,125 6,250 12,500 Feet
1 inch = 6,400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate inAwmation possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
, are provided for the date therein, its use, or its interpretation.

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USGS TOPOGRAPHIC MAP
WSP 92
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15401 Weston Parkwav 2000 0 1000 2000 P
Suite 100, Cary, NC 27513 61
F_ 0891 � ig
1 inch = 2000 ft. m

APPENDIX D:
SITE PHOTOS
Photo 1: Buffer Area — Looking Downstream

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IMPACTS
SHRUB /TREE LINE
STREAM IMPACTS
FOR RIP -RAP
DISSIPATOR
RD /
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CONCRE WALK
WOOD L Y STRUCTUR
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JIMPACT SUMMARY
PERMANENT STREAM IMPACT 10 LF
ITEMP❑RARY STREAM IMPACT 25 LF
ITEMP❑RARY ZONE 1 IMPACT 1000 SF
ITEMP❑RARY ZONE 2 IMPACT 400 SF
GRAPHIC SCALE
_,- 0 5 10 20
IN FEET )
1 inch = 10 ft.
,O WSP
15401 Weston Parkway
Suite 100
Cary, NC 27513
(919) 678 -0035
www.wspgroup.com/usa
NC License # F -0891
REVISIONS
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DRAWING INDEX:
0
or
1) COVER SHEET
2) GENERAL NOTES
3) EXISTING CONDITIONS
4) STORM DRAINAGE PLAN
AND PROFILE
5) EROSION CONTROL PLAN
6) STORM DRAINAGE DETAILS
7) EROSION CONTROL DETAILS
Plans Prepared By: CAD File Path:
Vidya Mohandas, EI ( L:Transportation/Projects/1320012 Raleigh...)
APPROVED
Stormwater Manager DATE
RECOMMENDED
FOR CONSTRUCTION
DEPARTMENT DATE SIGNATURE
THE CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
RUFFIN L. HALL
CITY MANAGER
-------- z ----
S 7
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1 37 4
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--- - - - - -- -
NANCY McFARLANE
MAYOR
�LII I�n�
ISSUED FOR PERMITTING
50059 50099 5011 & 5101 Rembert Drive
Project No. SM 2015 -OOXX
Neuse River Basin
/M WSP
15401 Weston Parkway
Suite 100, Cary, NC 27513
F- 0891
Date: August 21, 2015
Plan View
GRAPHIC SCALES
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GENERAL NOTES
1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STORMWATER DESIGN MANUAL, PUBLIC
UTILITY HANDBOOK, AND CITY OF RALEIGH STANDARD DETAILS UNLESSOTHERWISE NOTED
2 CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATESTOSHA STANDARDS FOR EXCAVATION
AND TRENCHING PROCEDURES CONTRACTOR USE SUPPORT SYSTEMS, SLOPING, BENCHING ETC AS NECESSARY
FOR THESE OPERATIONS AND SHALL COMPLY WITH ALL OSHA PERFORMANCE CRITERIA
3 CONTRACTOR IS RESPONSIBLE FOR CONTACTING NORTH CAROLINA "ONE CALL" CENTER AT 1- 800 - 632 -4949 FROM
ANYWHERE IN THE CONTINENTAL UNITED STATES, OR 811 FROM WITHIN THE STATE OF NORTH CAROLINA
CONTRACTOR SHALL WAIT 48 HOURS WHILE UTILITIES LOCATE AND MARK THEIR UNDERGROUND FACILITIES
NOTIFICATION SHOULD BE NO LESS THAN 2, BUT NO MORE THAN 10, WORKING DAYS BEFORE COMMENCING
EXCAVATION THE MARKINGS ARE VALID FOR 15 WORKING DAYS FROM THE DATE OF THE CALL TO THE
NOTIFICATION CENTER
4 CONTRACTOR SHALL PERFORM ALL NECESSARY SUBSURFACE UTILITY INVESTIGATIONS PRIORTO COMMENCING
CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING CONDITIONS,
OBSTRUCTION, AND UTILITIES WHICH MAY AFFECT PROPOSED WORK
5 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTINUITY OF ALL UTILITIES DURING CONSTRUCTION
6 CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE INGRESS AND EGRESS FROM SITE FOR ALL VEHICLES,
INCLUDING BUT NOT LIMITED TO, TRAFFIC ON ADJACENT PUBLIC ROADS AFFECTED BY CONSTRUCTION TRAFFIC
7 CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH ALL REGULATIONS GOVERNING THE DEMOLITION,
REMOVAL, TRANSPORTATION AND DISPOSAL OF ALL DEMOLITION DEBRIS
8 CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING CONDITIONS OF ALL EXISTING APPURTENANCES
(FENCING, DECKING, PAVERS, DRIVEWAYS, ETC I THAT MAY REQUIRE REMOVAL AND RESETTING AS A RESULT OF
THIS PROJECT
9 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO APPURTENANCES (FENCING, DRIVEWAYS, ETC)
DU RING REMOVAL, STOCKPILING AND RESETTING OF THESE APPURTENANCES CONTRACTOR SHALL BE
RESPONSIBLE FOR REPLACING ANY DAMAGED APPURTENANCES
10 LOCATION OF SUB - SURFACE UTILITIES, WHETHER PUBLIC OR PRIVATE, IS BASED UPON FIELD LOCATION OF VISIBLE
APPURTENANCES AND IS APPROXIMATE ONLY IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION
11 ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BYTHE CONTRACTOR PRIORTO
CONSTRUCTION CONTRACTOR SHALL NOTIFY OWNER IF ANY DISCREPANCIES EXIST PRIOR TO CONSTRUCTION
12 ALL GRADED AREAS SHALL BE SLOPED SUCH THAT NO AREAS OF STANDING WATER OCCUR AND ALL AREAS
POSITIVELY DRAIN TO DRAINAGE STRUCTURES OR SWALES
13 ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALLS
14 BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID
15 UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO COLLECT OR RISE IN THE UNBACKFILLED TRENCHES
AFTER THE PIPE HAS BEEN PLACED
16 LENGTHS SHOWN FOR STORM DRAINAGE PIPES ARE MEASURED FROM EDGE OF STRUCTURE TO EWE OF
STRUCTURE SLOPES CALCULATED ARE BASED ON THIS LENGTH
17 CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL LAND DISTURBED BY CONTRACTORTO ITS ORIGINAL
GRADE AND LOCATION UNLESS NOTED OTHERWISE
18 TOTAL PROJECT DISTURBED AREA = 10,800 SF
EROSION CONTROL NOTES
1 ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF RALEIGH STANDARD
DETAILS AND THE NCDOT GUIDELINES
2 ALL CONSTRUCTION ACTIVITIES MUST TAKE PLACE WITHIN THE LIMITS OF DISTURBANCE ,INGRESS /EGRESS
EASEMENTS, OR TEMPORARY CONSTRUCTION EASEMENTS ONLY ACTIVITIES OUTSIDE OF THESE SPECIFIC AREAS ARE
STRICTLY PROHIBITED
3 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE CONSTRUCTION SITE IN A SAFE AND ORDERLY CONDITION
AND ADHERING TO THE EROSION CONTROL PLAN ASSET FORTH HEREIN DEVIATION FROM THE EROSION CONTROL
PLAN IS NOT ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE DESIGNER
4 CONTRACTOR IS RESPONSIBLE FOR REGULAR INSPECTION AND MAINTENANCE OF ALL EROSION CONTROL
MEASURES ALL MEASURES SHALL BE INSPECTED IMMEDIATELY FOLLOWING ANY MEASURABLE STORM EVENT
MAINTENANCE AND REPAIRS REQUIRED SHALL OCCUR AS SOON AS FEASIBLE
5 CONTRACTOR IS RESPONSIBLE FOR MONITORING WEATHER CONDITIONS, AND FOR TAKING PREVENTATIVE ACTION
AS NECESSARY TO STABILIZE THE CONSTRUCTION SITE PRIOR TO FORECASTED /FORSEEABLE STORM EVENTS
6 IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT 15 LEAVING THE SITE, DESPITE PROPER
IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL MEASURES, THE CONTRACTOR IS OBLIGATED TO
TAKE ADDITIONAL CORRECTIVE ACTION CONTACT THE CITY OF RALEIGH AND THE ENGINEER WITH ANY ADDITIONAL
MEASURES
7 CONTRACTOR SHALL ESTABLISH GROUND COVER ON DISTURBED AREAS WITHIN 14 CALENDAR DAYS AFTER
COMPLETION OF ANY PHASE OF GRADING OR INACTIVITY
8 CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING INSTALLATION
OF EROSION CONTROL MEASURES CONTRACTOR TO CALL 1- 800 - 632 -4949 FOR "NC ONE CALL" TO HAVE EXISTING
UTILITIES LOCATED
9 INSTALL SILT FENCING AND INLET PROTECTION AS SHOWN ON THE APPROVED PLAN CLEAR ONLY AS NECESSARY TO
INSTALL THESE DEVICES
10 REMOVE TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES ONCE SITE IS FULLY STABLE CONTACTTHE
CITY OF RALEIGH AND THE ENGINEER FOR SITE WALK- THROUGH PRIOR TO REMOVING ANY TEMPORARY SEDIMENT
AND EROSION CONTROL DEVICES
CONSTRUCTION SEQUENCE
1 CONTRACTOR TO SCHEDULE PRE- CONSTRUCTION CONFERENCE WITH THE CITY OF RALEIGH AND THE ENGINEER
PRIOR TO STARTING WORK
2 INSTALL SEDIMENT CONTROL MEASURES AS SHOWN ON THE APPROVED PLANS CLEAR ONLY AS NECESSARY TO
I INSTALL THESE DEVICES
3 CALL FOR ONSITE INSPECTION BY CITY OF RALEIGH AND THE ENGINEER
4 BEGIN CLEARING, GRUBBING, ANDTREE REMOVAL
5 INSTALL PROPOSED 24 -INCH RCP AND ASSOCIATED DRAINAGE STRUCTURES
6 REMOVE EXISTING DRAINAGE INFRASTRUCTURE AS INDICATED ON THE PLANS CONTRACTORTO ENSURE
CONTINUITY OF STORM DRAINAGE DURING CONSTRUCTION
7 ESTABLISH GROUND COVER ON GRADED AREAS WITHIN 14 DAYS AFTER COMPLETION OF GRADING OR INACTIVITY
8 WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS STABILIZED CALL FOR INSPECTION BY CITY OF RALEIGH AND
THE ENGINEER
9 IF SITE IS APPROVED REMOVE TEMPORARY EROSION CONTROL MEASURES AND SEED OUT ANY RESULTING BARE
AREAS
10 CALL FOR FINAL SITE INSPECTION BY THE CITY OF RALEIGH AND THE ENGINEER
LEGEND
1905 ADDRESS
Q AIR CONDITIONING UNIT
BIRCH
CREPE MTRILE
r CURB INLET
DOC D
CP• GAS CONNECTION
GUM
GUY "RE
TGO HEANNG OL FILLER CAP
wo HEATING OIL VENT PIPE
HOLLY
IPF• IRON PIPE FOUND
LANDSCAPE AREA
UP/LP • LIGHT /UTUTY PIXE
a MAWOUA
• MAILBOX
MAPLE
OAK
PINE
POPLAR
PROPERTY LINE / RIGHT -OF -WAY (NOT SURVEYED)
PDM ROOF DRAIN
BFP• SANITARY SEWER BACKFLOW PREVENTER
W . SANITARY SEWER CLEANOUT
SANITARY KKR LINE
- - -- SS - - -- SANITARY $EWER LINE (APPROXIMATE DIRECTION)
QS SANITARY SEWER MANHOLE
Q SANITARY SEWER MANHOLE NUMBER
C"+ SPOT ELEVATTON
Q STORM BOX NUMBER
----- - - - -si - - - - - -� STORM PIPE
-- -- -- -- Si -- - -- - - - - - -„ STORM PIPE (APPROXIMATE DIRECTO`N
TREE
l� FREE LINE
w WATER METER
wV+ WATER VALVE
13 PROPOSED JUNCTION BOX
Q PROPOSED 2a- RCP SM. DRAIN PIPE
r n INLET PROTECTON
L
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® SILT -FENCE OUTIFT
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TITLE
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NOTES
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