20150946 Ver 1_401 Application_20150915

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
Raleigh, NC 27604
LETTER OF TRANSMITTAL
DATE August 21, 2015
1013 NO. 11320012.100 I PROPOSAL NO.
ATTN:
RE: 401 Permit Submittal
WE ARE SENDING YOU
❑x Attached
❑
Via FedEx the following items:
As requested
Return for corrections Return
x For review and comment
_
For your records
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
❑ Specifications
❑ Diskettes
copies for approval
copies for distribution
corrected prints
❑ FORBIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
Please contact me with any questions. Thank you!
COPY TO: file
f
SIGNED: / / 4d�
Dale 71CFM

�WSP
r
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.com/usa
2 0 1 5 9 4
6
RE: PCN Application Package for 95 If of Stream Impacts and 3250 sf of Buffer Impacts
for Lodestar 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 30 -inch RCP parallel piping network and associated inlets
and junction boxes along properties located at 1904, 1908 & 1912 Lodestar 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 crawl space flooding on 1908 Lodestar Drive.
Additionally, an approximate 115 linear foot section of an intermittent stream exist in the rear yards of
1908 and 1904 Lodestar Drive. This UT of Mine Creek is poorly defined and has experienced sediment
accumulation in this area due to upstream residential construction. Ninety -five feet of this UT will be
regarded and sediment removed in this area to provide a defined channel capable of handling larger
stormwater runoff flows without over - topping and flooding the adjacent crawl space.
The project will permanently impact the UT and surrounding Neuse River Buffer. The project will create
95 If of permanent stream impacts and 3250 sf of buffer impacts (2700 Zone 1 and 550 Zone 2).
Permanent stream impacts are for re- grading and sediment removal in the stream. The buffers are
primarily grass and hardwood trees within the limits of disturbance. This project will remove 9 trees
larger than 6- inches (DBH) within the buffer. 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 @wsr)arour).com if you have any questions or
comments.
Si erely,
7
Dale . tt,
1320012 Raleigh Drainage Petition OnCall \01 Beaverwood Drive \40 - Permit \Cover Letter Corps.docx

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
OWNER: Erik & Crvstal Grunwald PIN: 0798626332 Deed Book, Page No: 004248. 00606
STREET ADDRESS: 1908 Lodestar Drive. Raleiah. NC 27615
OWNER: Stephen & Katherine Todd PIN: 0798627343 Deed Book, Page No: 014486.01766
STREET ADDRESS: 1904 Lodestar Drive. Raleiah. NC 27615
The project is on private Vope�y with the owners listed above 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. The City of Raleigh is the applicant.
Please print:
Applicant: Citv of Raleiah Public Works Department. Stormwater Management 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
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 Signature
Date: e- i 9 - i '

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

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APPENDIX C:
®■
WSp USGS TOPOGRAPHIC MAP
15401 Weston Parkway 2000 0 1000 2000
Suite 100, Cary, NC 27513 1 I I I IN 41
m
F -0891 1 inch = 2000 ft. L�

APPENDIX D:
SITE PHOTOS
Photo 1: Intermittent Stream Channel — Looking Downstream

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21 IN
W ATF�ROG
O T
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: ®Section 404 Permit El 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
1 e. 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)?
❑ Yes ® No
2. Project Information
2a. Name of project:
1908 & 1904 Lodestar Drive,
2b. County:
Wake
,-.... LR n m rz
2c. Nearest municipality / town:
Raleigh
IS
1 v a
2d. Subdivision name:
'�N ?
2e. NCDOT only, T.I.P. or state
.j 20fc
'J I
project no:
40t
3. Owner Information
ti1lTTING
3a. Name(s) on Recorded Deed:
Stephen & Katherine Todd & Erik and Crystal Grunwald
3b. Deed Book and Page No.
Deed Book: 044248 Page No: 00606 &
Deed Book: 004248 Page No: 00606
3c. Responsible Party (for LLC if
applicable):
City of Raleigh Public Works Department, Stormwater Management Division
3d. Street address:
1904 Lodestar Drive &
1908 Lodestar Drive
3e. City, state, zip:
Raleigh, NC 27615 -2517
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
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:
susan.locklear @raleighnc.gov
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
0798627343 & 0798626332
Latitude: 35.899200
(DD.DDDDDD)
0.41 acres &
UT to Mine Creek
C; NSW
Neuse
Longitude: - 78.673600
(- DD.DDDDDD)
0.41 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. Approximately 115 LF of an intermittent stream exists
between two closed pipe systems in the rear yard of 1904 and 1908 Lodestar Drive. The intermittent stream runs North
to South generally along the property line of these two parcels. The existing 30 -inch pipe inlet in the vicinity of the
residential structures is inadequately sized to handle the built out drainage area and structural flooding of 1908 Lodestar
Drive occurs.
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:
95 linear feet
3d. Explain the purpose of the proposed project:
This project will install a parallel pipe system to alleviate flooding of 1908 Lodestar Drive. Additionally, the section of
intermittent stream between the closed pipe systems will be re- graded and accumulated sediment removed in order to
provide a stable channel that conveys stormwater flows and minimizes flooding of 1908 Lodestar Drive. Approximately 9
trees will be removed within the buffer limits due to construction. The stream is 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 parallel closed conduit system. A dual pipe, reinforced concrete headwall will be
installed at the pipe inlets. Project will also remove accumulated sediment and re -grade the short section of intermittent
stream to minimize stream bank overtopping and flooding of 1908 Lodestar Drive. Mini - excavators and skid steers will be
utilized to install the parallel pipe system and also re -grade the intermittent stream. Various hand tools will be utilized for
bank stabilization and installation of plantings.
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 /
ro ect (including all prior phases) in the past?
El Yes ❑ No ®Unknown
P 1 (� 9 P� P )� P
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? El Preliminary ❑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 I ❑ Yes ❑ No ® Unknown
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?
6b. If yes, explain.
❑ Yes ® No
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b.
2c. 2d.
2e. 2f.
Wetland impact
If there are perennial or intermittent stream impacts (including temporary impacts)
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)
3e. 3f.
3g.
W1 ❑ P ❑ T
❑ Yes
❑ Corps
Impact
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
intermittent
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
feet)
Stream Re-
S1 ®P ❑ T Grading /Sediment UT to Mine Creek
❑ No
❑ DWQ
95
W4 ❑ P ❑ T
❑ Yes
❑ Corps
S2 ❑ P ❑ T I
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
S3 ❑ P ❑ T
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
S4 ❑ P ❑ T I I
❑ No
❑ DWQ
❑ INT
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)
Stream Re-
S1 ®P ❑ T Grading /Sediment UT to Mine Creek
❑ PER
®INT
® Corps
2
❑DWQ
95
Removal
S2 ❑ P ❑ T I
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T I I
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T I
❑ PER
❑ Corps
❑ INT
❑ DWQ
j
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
95
3i. Comments: Impact is for stream re- grading and accumulated sediment removal
to minimize flooding of 1908 Lodestar
Drive.
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. 15c. 5d.
Pond ID Proposed use or purpose
number of pond
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Wetland Impacts (acres) Stream Impacts (feet)
Flooded Filled Excavated Flooded Filled Excavated
❑ Yes ❑ No If yes, permit ID no:
5e.
Upland
(acres)
Flooded
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
❑ Tar - Pamlico ❑ 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?
B1 ❑ PET
UT to Mine Creek ® Nos
2700 550
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h. Total buffer impacts
2700 550
6i. Comments: Buffer is rear yards with
trees and grass present. Impacts to the buffer will be for access to re -grade stream
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 installation and stream re- grading. 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:
■�IIM
❑ DWQ ❑ Corps
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Type I 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 — Dlease
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
1 a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: 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. DWQ 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 (DWO 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.govltess_publ ic/ reports/ species -by- current - range- county ?fi ps =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
Applicant/Agent's Printed Name
TApplicanff)
(Agent's signature is valid only V
Page 11 of 11
August 21,
2015
Signature Date
rization letter from the applicant

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GRAPHIC SCALE
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15401 Weston Parkway
Suite 100
Cary, NC 27513
(919) 678 -0035
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DRAWING INDEX:
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THE CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
RUFFIN L. HALL
CITY MANAGER
OF Rq Z�'
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1) COVER SHEET
2) GENERAL NOTES
3) EXISTING CONDITIONS — f
& DEMOLITION PLAN _ ;z_
4) STORM DRAINAGE PLAN —
5) STORM DRAINAGE PROFILE 7f
6) EROSION CONTROL PLAN j 1—L - —
7) STORM DRAINAGE DETAILS
8) STORM DRAINAGE DETAILS
AND EROSION CONTROL DETAILS
Plans Prepared By: CAD File Path:
Vidya Mohandas, El (L: Transportation /Projects /1320012 Raleigh...)
l
APPROVED
Stormwater Manager DATE
RECOMMENDED
FOR CONSTRUCTION
DEPARTMENT DATE SIGNATURE
---------- - - - - --
NANCY MCFARLANE
MAYOR
-® VIII® ®III
GRAPHIC SCALES
ISSUED FOR PERMITTING
1904, 1908 & 1912 Lodestar Drive
Project No. SM 2015 -OOXX
Neuse River Basin
Date: August 20, 2015
Plan View ................. : I 20 4 0 6 1 1 0
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15401 Weston Parkway
Suite 100, Cary, NC 27513
F- 0891
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1 8

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. UNLESS OTHERWISE NOTED.
2 CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA 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 WAFT 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 PRIOR TO COMMENCING
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING CONDITIONS,
OBSTRUCTION, AND UTILITIES WHICH MAY AFFECT PROPOSED WORK.
S. 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 ) 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 )
DURING 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 BY THE CONTRACTOR PRIOR TO
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 EDGE OF
STRUCTURE. SLOPES CALCULATED ARE BASED ON THIS LENGTH
17 CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL LAND DISTURBED BY CONTRACTOR TO ITS ORIGINAL
GRADE AND LOCATION UNLESS NOTED OTHERWISE
18 TOTAL PROJECT DISTURBED AREA =9,800 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 WITH THE LIMITS OF THE CONSERVATION EASEMENT,
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 IS 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 INLET PROTECTION AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE
DEVICES.
30. 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
INSTALL THESE DEVICES
3 CALL FOR ONSITE INSPECTION BY CITY OF RALEIGH AND THE ENGINEER.
4. BEGIN CLEARING, GRUBBING, AND TREE REMOVAL
5 INSTALL PARALLEL STORM DRAINAGE SYSTEM AS INDICATED ON PLANS STARTING DOWNSTREAM AND WORKING
UPSTREAM.
6 RE -GRADE DRAINAGE CONVEYANCE AS INDICATED ON PLANS AND INSTALL EROSION CONTROL RESOURCES
IMMEDIATELY AFTER COMPLETION OF GRADING
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 OUTANY RESULTING BARE
AREAS
10. CALL FOR FINAL SITE INSPECTION BYTHE CITY OF RALEIGH ANDTHE ENGINEER.
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N
12 445f, / /�/ a 7 -m II
SAHEaI /1D /�
y
R •7E ALU FO C4 :';PLAY _AREA':,
IE AND/ ❑UBI[E PIfE /
/ NQb T STAN�AIj� 838.(1
IS'/SAN�TARY SE EASfA {fNT
I I B/,( 1994. /PC 92
/N f ( -144180"
II I I
�1 PROPOSED 30' ROP
20 -G / I \ \ \l I II 1 ,
I \\ �7EDDIN(O FOR ON PIPESC
CIOR D G\ O. S -1 I LOT 17
NOW OR FORMERLY
CRAIG R & ELIZABETH T SAMPSON
/ DB 8326, PG 1537
BM 1984, PG 925
PIN 0798 -62 -8353
2 STORY FRAME HOUSE
0 =e SWY TTC —I'
TE 4sz r7
BRICK STOOP I
LOT 16
NOW OR FORMERLY
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1 x,1.1 DB 14486, PG 1766
DRY 51A BM 1984, PG 925
ROCK WALL s PIN 0798 -62 -7343
I 1 I1 I TOP= 4635 1
/ 1 /NVfR (f) = 144153'1, I
INVER (N) =1440 70'
1 1
IN Vf 1 (W) 440 20'
777--7t-71
\ -- - - - - -- -------- - - - -J-
-_ -- sr _ • {- SIDEWALK JUNCTION BOX
PIN 0798 -62 -6511 I BMi2000, PG 1 2
PINT 0798 -62- 571
I
£ 206697551 / E
Ea I
L — — — —
—
,
— —.
— —I — — — — — — — —I — 3r REAR
I
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2000, PrC77I82YAR0
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JUNCTION BOX FOR DUAL
I
T —
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— — —
—
—LOT 796 — — 1—
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/ •"
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RICHARD E & CRYSTAL H
GR UNWALD
DB 4248, P G 606 /A
/
// A
85, 517 LL
BM 49 PG
PIN 0798- 62- 63j32'/
LOT
/
/
/
NOW OR FOR OR MERLY /
REZA A GHILADI & /
JESSICA D TENENBAUM "AB / / .WCiODEN RIDgE 7-
/
DB 12744, PG 2536
BM PG
/
/
1985, 517
PIN 0798 -62 -5354 7 "�"{..
/
4' WOOD PICKET FENCE — VARIABLE ISIDTH DRArNAGL/EASEMENT
f485, PG (SQL\D)'
117
r
\
/
/
3 +
I II/
DE'K
/
II
I
/
\
PAVER
\ I 1
CONTRACTOR TO BACKFILL LOW
AREA IN TO PROVIDE
PATIO
YARD
/ POSITIVE DRAINAGE TO OTCB
/
GP
A 2 TORY FRAME HOUSE �•
/ 11�f v
YJSCY
(i�t sraer
fE N �2'
I QRA` 4 T) '
TOP-442.15'
/
/ THROAT1441.32'
INVERT IN (E)1 438.02 INVERT = 44007'
INVERT OUT (S)1 437.82'
/
BRICK STOOP CO°
CONCRETE OPEN
\ \ THROAT CATCH BASIN
-
\ NCDOT STD 840.04
\
\ RCP
PROPOSED 30' RCP
%� \\
\ \
// /� 441s t -
/
\ \ /
/,
/ 41 / 1 / I
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N 7822158551
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/ - - - -' - 443
1 PROPOSED 30' RCP' /
.I J _
90
WV e -
T = S4
�® / \ - - r` -� - INVERTGO = 437.77'
/ LOT 798 \ \ INVERT W) = 43 12' N
/ NOW OR FORMERLY 4 77'
CHARLENE 8 SMITH \ - - NVFR (S) - 4 75T
/ DB 11018, PG 2783
BM 7985, PG 517 \ \// 443
PIN 0798 -62 -4195
BEDDING FOR RC PIPES' -- - --
/ COR DWG NO. S -1
- ` 441
BRICK STOOP
/i-_---------
- I \
I 1 5 STORY BRICK HOUSE _ _ __ __ _ _ __ _ _ ±_�� \
ry„ srtnr rtc 444 r) j = k _ _ _ _ _ _ \
DECK _`'
_ =r=
I /
n
b
VAR l/N DRAINAGE &ice 1 fP
SANITARY SEE WER EASfMMPN'Y
BM 1985, PG 517 (SBAL£D)
I =' --CURB & GUT)ER
SS
y / /
S5 i
I} BM12000 PG. 1826 I BM 12000, PG 182
PIN. 0798 -62 -7550 PIN. 0798 -62 -8520
©� �1----- j--- i---- I-- - - - - --
7BM, 60d NAIL IN MAPLE ROOT - - - - --
I7- 11 ELEVA77ON 44821' 1 I I
I "Oi pO :1-6' WOOD FENCE
IL 1
1
IPF P ��._ �_ - - -- --*�
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4/_M
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N
12 445f, / /�/ a 7 -m II
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R •7E ALU FO C4 :';PLAY _AREA':,
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CIOR D G\ O. S -1 I LOT 17
NOW OR FORMERLY
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/ DB 8326, PG 1537
BM 1984, PG 925
PIN 0798 -62 -8353
2 STORY FRAME HOUSE
0 =e SWY TTC —I'
TE 4sz r7
BRICK STOOP I
LOT 16
NOW OR FORMERLY
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1 x,1.1 DB 14486, PG 1766
DRY 51A BM 1984, PG 925
ROCK WALL s PIN 0798 -62 -7343
I 1 I1 I TOP= 4635 1
/ 1 /NVfR (f) = 144153'1, I
INVER (N) =1440 70'
1 1
IN Vf 1 (W) 440 20'
777--7t-71
\ -- - - - - -- -------- - - - -J-
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8 21660 T
INVERT IN (M, 440.91'
£ 206697551 / E
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I I
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/ \\ O
OVERSIZED CONCRETE
JUNCTION BOX FOR DUAL
' m 3
30 INCH RCP
__CO j 445 _ - - ­� _.
)_ T.
443 44— 12J05 \
442
ot
- - INV _RT(N) = 436 05`` \ \ \ \
- -- n - - --
- - -440 - -__ - -_--
CONIC
DRIVE
DRIVE
I II 11 11 /
I
$' I I
F 14 /,< -1,
\ BRICK STOOP
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LOT 799 FRAME SHED 1 ( \ (1,.r S7 lrtr wz T)
NOW OR FORMERLY
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OB 4845, PG 129 / -
BM 1985, PG 517 GP
PIN. 0798 -62 -4085 DECK
—�- -- -----------------
I
BEDDING FOR RC PIPES \\
COR DWG NO. S -1
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NOW OR FORMERLY 1
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SCALE
1 INCH = 1 FT. (H)
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f—HEADWf,LL
/ .UNCIJON BOX
95 T! G GF OU ^t( l uF� I -i PLN ZH ' AT LATCH BA! a
/
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430 I I
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I i I I JO BM 2000• PGn 182 YARD 6 6 7BM, 50d NAIL IN MAPLE ROOT
ELEVAT0N 44821'
I
------ - - - -L—
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/ -L �//5• IPF IP axe x-
/ LOT 796 ,', �. ,, _ — = —_a9 ---�- �= 05 -
/ NOW OR FORMERLY - , - : 7 si —
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GRUNWALD // `11 .mss' +
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DB 4248, PG 606 // / _ •I' /�`' = - 1177• +T ]FRAME SHED
BM k985, PG 517 / / / ' ") .. •/
LOT 795 PIN 0798- 62 -63 ;7 I / 1 �,,�, '\ • / �e _ •�
NOW OR FORMERLY / /
REZA A GHILADI & e / #
ENENBAUM _W , r `-, •' / / / /'• �. I a" CHAIN LINK FENCE
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/ PIN 0798 -62- 5354`•1,
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I / 15- ISANITAOY SE EASEAf£NT
♦ a+ I/ I 814
I t 1984,/PG 92 I N
/ DECK 'L
INtRT 744180•( \1 I
pp 1 _ (TOTAL ISTURBEDI 1 I
II \\ (AREA =9,800 SO. ( FT 11 I IL
SIL} FENCE 11 1 i f
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NOW / / I IZ FORMERLY
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/ / A O �I c/ / /_ / / / DB 8326, PG 1537
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STANDARD CATCH BASIN I / \ \\\ I - �I i -/- _ \- - - BRICK STOOP
4
INLET PROTECTION / A. 1 \ \
5 / A. \ 1 -j _ I .::_ \ - LOT 16
\ COR STD# SW 20.155 /i / / �y 1115' F \ I 1 I -:" NOW OR FORMERLY
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CONIC +' a3 // ' / // CONC ,I .P "1 ' m 1 DS 14486, PG 1766
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INVER { (N) = 144070• I
INVEfdT (w) 4x020.1
Lo
wv e ..� s• + PAVS� PR DRIVE
•- - I- 1 1904
N 782115 855 I BiIC Q,f, _ r _'>' — I — — — — — — -L — — — —
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— -
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r=
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INININ
IN
NOW OR FORMERLY
CHARLENE B SMITH LAVER ( S) 4 7
=
/ DB 11018. PG 2783 \/ \ - / _ _ —• 'C , /' �/ II 1 1
BM 1985, PG 517
/ PIN 0798 -62 -4195 _ _ C
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/ ��— —112 \ \ I
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111
I 1 5 STORY BRICK HOUSE
GP
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BM 1984, PG 925
DRIVE I PIN 0798 -62 -7171
/
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I SANITARY SEWER EASEMfA1r�� I \\ I I I
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