20170877 Ver 1_Riparian Buffer Authorization_20170717

J
MCADAMS
LETTER OF TRANSMITTAL
To: Ms. Karen Higgins Date
NCDWR — 401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
Re: The Standard at Raleigh — Off-site Sewer Crossing Job No
Neuse Buffer Authorization
I am sendino you the following item(s):
20170877
July 13, 2017
** HAND DELIVER **
LCP-16010
QUANTITY
UNIT
DESCRIPTION
3
Copies
Neuse Buffer Authorization Application Packages
These are transmitted as checked below:
® As requested
® For approval
❑ For review and comment
Remarks:
Copy to:
Raleigh-Durham
2905 Meridian Parkway
Durham, North Carolina 27713
[phone]
❑ For your use
El
Signed: ' ✓/��r�
Kevin Yates
-Sr. Environmental Consultant
Charlotte
3436 Toringdon Way, Suite 110
Charlotte, North Carolina 28277
[phone]
Designing Tomorrow's Infrastructure & Communities
McAdamsCo.com

The John R. McAdams
Company, Inc.
Raleigh / Durham, NC
2905 Meridian Parkway
Durham, North Carolina 27713
[phone]
Charlotte, NC
3436 Toringdon Way
Suite 110
Charlotte, North Carolina 28277
[phone]
'J McADAMS
July 13, 2017
Ms. Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Neuse Buffer Authorization
The Standard at Raleigh — Off-site Sewer Crossing
Raleigh, North Carolina
LCP-16010
Dear Ms. Higgins:
On behalf of The Standard at Raleigh, LLC, we are applying for a Neuse
Buffer Authorization associated with a project known as The Standard at
Raleigh, Off -Site Sewer. The proposed sanitary sewer project, will start on the
west side of Dan Allen Drive, just north of Bragaw Hall, traverse on the West
Side of Dan Allen Drive for approximately 9001f, and then cross aerially cross
over Rocky Branch, a perennial stream just west of Dan Allen Drive, and tie
into an existing City of Raleigh Sanitary Sewer on the south side of Rocky
Branch. The site is within the Neuse River Basin. The following are included in
this Neuse Buffer Authorization modification request:
• Fig. l - USGS Quad — Raleigh West
• Fig.2 - Wake County Soil Survey (Sheet: 58)
• Fig.3.1 - Existing Conditions w. Aerial
• Fig.4 - Buffer Impacts Exhibit
• Construction Drawings C 1 and P 1
• Riparian Buffer Authorization Form
PROJECT LOCATION: The proposed project is an off-site sewer connection
to service a student housing development located on the south side of
Hillsborough Street between Rosemary Street and Concord Street in Raleigh.
The proposed sanitary sewer project, will start on the west side of Dan Allen
Drive, just north of Bragaw Hall, traverse on the West Side of Dan Allen Drive
for approximately 900 If, and then cross aerially cross over Rocky Branch, a
McAdamsCo.com Designing Tomorrow's Infrastructure & Communities

�J McADAMS
Ms. Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
The Standard at Raleigh — Off-site Sewer
July 13, 2017
Page 2 of 4
perennial stream just west of Dan Allen Drive, and tie into an existing City of
Raleigh Sanitary Sewer on the south side of Rocky Branch. The approximately
1.5 -acre project area and existing sanitary sewer easement lies within the main
campus of North Carolina State University and owned by the State of North
Carolina.
The project area adjacent to Rocky Branch is surrounded by institutional
development, including student housing, roads, and academic buildings
associated with North Carolina State University. Rocky Branch is a perennial
stream which flows southeast through the project area, with vegetated riparian
zones with an emergent canopy of mixed hardwoods and pines. There are two
existing City of Raleigh sanitary sewer easements in the project area that run
parallel to either side of Rocky Branch within Zone 2 of the Neuse buffer (Figs
1-3).
The only jurisdictional stream feature within the project area is Rocky Branch
(C; NSW), which flows southeast through the project area for approximately
5701f. The project lies within the Neuse River Basin (HUC 03020201). There
are no jurisdictional wetlands within the project area. Rocky Branch is mapped
on the Wake County Soils Survey and the Raleigh West USGS quad map, and
is therefore subject to the Neuse River Riparian Buffer Rules.
PROPOSED PROJECT: The proposed project is an off-site sewer connection
to service a student housing development located on the south side of
Hillsborough Street between Rosemary Street and Concord Street, known as The
Standard at Raleigh. The proposed sanitary sewer project, will start on the west
side Dan Allen Drive, just north of Bragaw Hall, traverse on the West Side of
Dan Allen Drive for approximately 900 If, and then cross aerially cross over
Rocky Branch, a perennial stream just west of Dan Allen Drive, and tie into an
existing City of Raleigh Sanitary Sewer on the south side of Rocky Branch (See
Construction Drawing C 1 & P 1).
LCP-16010

J McADAMS
Ms. Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
The Standard at Raleigh — Off-site Sewer
July 13, 2017
Page 3 of 4
NEW SANITARY SEWER CONNECT IMPACTS: To obtain sanitary sewer
service for the proposed student housing community, it will be necessary to
connect the development to the existing sewer line that runs parallel to Rocky
Branch on the south side. It is proposed to cross Rocky Branch at approximately
90 -degrees with an aerial sewer crossing in this location, which will avoid direct
stream impacts however, there are proposed Neuse Buffer impacts of 1,815 sf of
permanent impacts to Zone 1, and 884 sf of permanent impacts to Zone 2,
associated with the permanent 30 -ft City of Raleigh Sewer Easement. There are
783 square feet of temporary impacts to Zone 2 of Neuse Buffer within the
proposed limits of disturbance that have been previously impacted by the existing
sanitary sewer easement. No impacts to jurisdictional streams or wetlands are
proposed. All the newly proposed impacts are deemed allowable according to the
Neuse River Basin Riparian Buffer Rules Table of Uses (Fig 4, Construction
Drawings C 1 & P 1).
PROPOSED RIPARIAN BUFFER IMPACTS:
Impact Location
Impact Type
Impacts (square feet)
Zone 1 / Zone 2
Sanitary sewer
Figure 4 (perm)
0
320
connection
TOTAL IMPACTS — FIGURE 5
0
320
Note: All Uses are Deemed Allowable within the Neuse River Riparian Buffer Rules Table of
Uses.
AVOIDANCE and MINIMIZATION: Impacts to jurisdictional wetlands
and streams have been completely avoided while impacts to riparian buffers
have been minimized to the maximum extent practicable. The sewer has been
designed to cross Rocky Branch at a near perpendicular angle to minimize
impacts to riparian buffers.
LCP-16010

�J McADAMS
Ms. Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
The Standard at Raleigh — Off-site Sewer
July 13, 2017
Page 4 of 4
DIFFUSE FLOW: There are no new point discharges or impervious surface
within or adjacent to the Neuse Buffer. Post -construction storm flows are
expected to mimic pre-existing storm flows associated with this project.
Consideration of this project is greatly appreciated. If you should have any
questions or require additional information, please do not hesitate to contact
me at [phone].
Sincerely,
McAdams Company
. ,
t
vin Yates
enior Environmental Consultant
Project Manager
Enclosures
LCP-16010

Riparian Buffer Authorization Form
A. Applicant Information
1. Project Information
1a. Name of project: The Standard at Raleigh Off-site Sewer
1 b. County: Wake
alc.Nearest municipality: Raleigh
1 d. 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:
State of North Carolina
2b. Deed Book and Page No.
DB: 95 DP: 246 Deed Date: 3/27/1987
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):
2e. Street address:
Hollady Hall -Room A, Campus PO Box 7008
2f. City, state, zip:
Raleigh, NC 27695-7001
2g. Telephone no.:
2h. Fax no.:
2i. Email address:
3. Applicant Information (if different from owner)
3a. Applicant is:
® Agent ❑ Other, specify:
3b. Name:
Andrew Young
3c. Business name
(if applicable):
The Standard at Raleigh, LLC
3d. Street address:
455 Epps Bridge Parkway, Suite 201
3e. City, state, zip:
Athens, GA 30606
3f. Telephone no.:
706-543-1910
3g. Fax no.:
3h. Email address:
[e-mail]
4. Agent/Consultant Information (if applicable)
4a. Name:
Kevin Yates
4b. Business name
(if applicable):
McAdams Company
4c. Street address:
2905 Meridian Parkway
4d. City, state, zip:
Durham, NC 27713
4e. Telephone no.:
919-361-5000
4f. Fax no.:
919-361-2269
4g. Email address:
[e-mail]
B. Project Information and Prior Project History

1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
0794507874
1 b. Site coordinates (in decimal degrees).
Latitude: 35.784439 N
Longitude: -78.677390 W
1c. Property size:
508.06 acres (Project area: 1.50 acres)
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Rocky Branch
2b. Water Quality Classification of nearest receiving
water:
Class C/NSW
2c. River basin:
Neuse River Basin (HUC 03020201)

3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
The proposed project is an off-site sewer connection to service a student housing development located on the
south side of Hillsborough Street between Rosemary Street and Concord Street in Raleigh. The proposed sanitary
sewer project, will start on the west side of Dan Allen Drive, just north of Bragaw Hall, traverse on the West Side of
Dan Allen Drive for approximately 900 If, and then cross aerially cross over Rocky Branch, a perennial stream just
west of Dan Allen Drive, and tie into an existing City of Raleigh Sanitary Sewer on the south side of Rocky Branch.
The approximately 1.5 -acre project area and existing sanitary sewer easement lies within the main campus of
North Carolina State University and owned by the State of North Carolina.
The project area adjacent to Rocky Branch is surrounded by institutional development, including student housing,
roads, and academic buildings associated with North Carolina State University. Rocky Branch is a perennial stream
which flows southeast through the project area, with vegetated riparian zones with an emergent canopy of mixed
hardwoods and pines. There are two existing City of Raleigh sanitary sewer easements in the project area that run
parallel to either side of Rocky Branch within Zone 2 of the Neuse buffer.
The only jurisdictional stream feature within the project area is Rocky Branch (C; NSW), which flows southeast
through the project area for approximately 570 If. The project lies within the Neuse River Basin (HUC 03020201).
There are no jurisdictional wetlands within the project area. Rocky Branch is mapped on the Wake County Soils
Survey and the Raleigh West USGS quad map, and is therefore subject to the Neuse River Riparian Buffer Rules.
Land use within the vicinity of the project is institutional, including student housing, roads, and academic buildings
associated with North Carolina State University.
3b. Attach an 8'/ x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site: FIGURE 1
3c. Attach an 8'/ x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site: FIGURE 2
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
The subject property contains approximately 570 linear feet of perennial stream (Rocky Branch) and no
intermittent streams.
3e. Explain the purpose of the proposed project:
The purpose of the proposed project is to provide sanitary sewer service to student housing at North Carolina
State University in Raleigh, NC.
3f. Describe the overall project in detail, including the type of equipment to be used:
The proposed project is an off-site sewer connection to service a student housing development located on the
south side of Hillsborough Street between Rosemary Street and Concord Street, known as The Standard at
Raleigh. The proposed sanitary sewer project, will start on the west side Dan Allen Drive, just north of Bragaw Hall,
traverse on the West Side of Dan Allen Drive for approximately 900 If, and then cross aerially cross over Rocky
Branch, a perennial stream just west of Dan Allen Drive, and tie into an existing City of Raleigh Sanitary Sewer on
the south side of Rocky Branch.
NEW SANITARY SEWER CONNECTION IMPACTS (See Figure 4, Construction Drawings C1 & P1): To obtain
sanitary sewer service for the proposed student housing community, it will be necessary to connect the
development to the existing sewer line that runs parallel to Rocky Branch on the south side. It is proposed to cross
Rocky Branch at approximately 90 -degrees with an aerial sewer crossing in this location, which will avoid direct
stream impacts however, there are proposed Neuse Buffer impacts of 1,815 sf of permanent impacts to Zone 1,
and 884 sf of permanent impacts to Zone 2, associated with the permanent 30 -ft City of Raleigh Sewer Easement.
There are 783 square feet of temporary impacts to Zone 2 of Neuse Buffer within the proposed limits of disturbance
that have been previously impacted by the existing sanitary sewer easement. No impacts to jurisdictional streams
or wetlands are proposed. All the newly proposed impacts are deemed allowable according to the Neuse River
Basin Riparian Buffer Rules Table of Uses.

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property/
project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
Comments:
4b.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/ Consultant Company: Other:
4c.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
5.
Project History
❑ Jordan ❑ Goose Creek
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b.
If yes, explain and detail according to "help file" instructions.
Buffer impact
6.
Future Project Plans
Stream name
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
(exempt, allowable,
C. Proposed Impacts Inventory
1. Buffer Impacts
1a. 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 name
Buffer
Zone 1
Zone 2
number —
impact
(exempt, allowable,
mitigation
impact
impact
Permanent(P)allowable
w/
required?
(sq ft)
(Sq ft)
or Temporary
T
Figure 4 (perm)
Sanitary sewer
Allowable
Rocky Branch
❑ Yes ® No
1,815
884
connection
Figure 4 (temp)
Sanitary sewer
Allowable
Rocky Branch
❑ Yes ® No
783
connection
Total
buffer impacts
1,815
1,667

1c. Comments: All Uses are Deemed Allowable within the Neuse River Riparian Buffer Rules Table of Uses.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts to jurisdictional wetlands and streams have been completely avoided while impacts to riparian buffers have
been minimized to the maximum extent practicable. The sewer has been designed to cross Rocky Branch at a near
perpendicular angle to minimize impacts to riparian buffers.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
To minimize damage to existing trees, tree protection fence shall be maintained on the site until all site work is
completed and the final site inspection is scheduled.
Proper sedimentation and erosion control methods will be utilized during all phases of construction and
installation as described in the Erosion Control Plan sheet reviewed and approved by the City of Raleigh. All
work will take place during dry conditions and can be facilitated from high, non jurisdictional, stable ground
adjacent to the Neuse Buffer. The contractor shall install silt fence, inlet protection, sediment traps, diversion
ditches, tree protection, clearing only as necessary to install these devices. All erosion and sediment control
measures will be checked for stability and operation following every runoff producing rainfall, but in no case less
than once every week. Any needed repairs will be made immediately to maintain all measures designed. An
erosion control inspections report is required and will be kept by the owner's representative.
Temporary seeding and permanent seeding plans are included to restore most of the buffer areas which will not
be permanently impacted by the new sanitary sewer connection.
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:
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.
There are no new point discharges or impervious surface within or adjacent to the Neuse
Buffer. Post -construction storm flows are expected to mimic pre-existing storm flows
associated with this project.

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):
Kevin Yates 2017-07-13
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's sign t re 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
by First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 - 1650
For all other projects sent by First Class Mail
via the US Postal Service
Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 - 1650
For government transportation projects sent
by delivery service (UPS, FedEx, etc.).-
OR
tc.):OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.):
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604

f
1
�l
&.N'4B
NOTE&
1 USGS, 7.5 MINUTE QUAD, "RALEIGH WEST", NORTH CAROLINA, 2002
2. LAT: 35.784439 N, LONG -78 677390 W
"0 1,000 2,000
J BUFFER IMPACT PERMITTING Feet
FIGURE 1. USGS VICINITY MAP 1 inch = 2,000 feet
THE STANDARD AT RALEIGH DATE: 3/15/2017
Mc A T)A M rz RALEIGH, NORTH CAROLINA JOB NO LCP-16010
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NOTES:
1 USGS; SOIL SURVEY SHEET 58, WAKE COUNTY, NORTH CAROLINA
2. LAT 35.784439 N, LONG: -78.677390 W
0 250 500
BUFFER IMPACT PERMITTING Feet
FIGURE 2. NRCS SOIL SURVEY MAP 1 inch = 500 feet
THE STANDARD AT RALEIGH DATE: 3/15/2017
W A DA M s RALEIGH, NORTH CAROLINA JOB NO: LCP-16010
DRAWN BY: roth
K:\Projects\LCP\LCP-16010\Storm\Wetlands\GIS\LCP16010 Figure 2 Soil Survey.mxd, 3/15/2017 10:26:37 AM. roth

Zone uffer(20-ft)
STREAM FEATURE A
(ROCKY BRANCH)
Zone 1
EX. SANITARY SEWER EASEMENT — '\ OQ
J_
G
LEGEND
2
—Ex. Sanitary Sewer Easement o�
— Culvert under Dan Allen Dr.
0 Rocky Branch's
=zone 1 - Neuse Buffer
Zone 2 - Neuse Buffer
2
SOL'
-FT CONTOURS rc -sri, Digi4al lobe, eo -y , i -cubed, USDA, US S, AE�X, t etre
Aerogrjid, I N, IGF, s isstopo, a d he GIS User Communt,
NOTES
" J ROCKY BRANCH (AERIAL) SANITARY SEWER CROSSING 0 50 1 FIGURE 3. EXISTING CONDITIONS MAP 1
THE STANDARD AT RALEIGH inch — 71.532173 feet
RALEIGH, NORTH CAROLINA DATE 7/12/2017
M c A PA W, JOB NO: LCP-16010
DRAWN BY: yates
K:\Projects\LCP\LCP-16010\Storm\Wetlands\GIS\LCP16010_Figure 3 Ex Cond.mxd, 7/12/2017 12 10 56 PM, yates

\_ PROPOSED -AERIAL
SEWER CROSSING
(30 -ft wide SS Easement) ,
,4
STREAM FEATURE A
OCKY BRANCH)
Zone,2: 174 ST
Zone 2: 429
— Existing Sanitary Sewer
0 Rocky Branch
Q Zone 2 - Neuse Buffer
=zone 1 - Neuse Buffer A$
= Temporary Buffer Impacts
New Buffer Impacts
=Zone 1 (1,815 sf) s
Zone 2 ( (884 so
NOTES:
See Construction Drawing (P-3) for plan and profile of proposed Sewer Line
55 Tsf
alGlobe GeoEye i -cubed. USDA. USGS, AEX;tGetmapping.
', swis�stopc and the GIS User Community
0 50 100
ROCKY BRANCH SANITARY SEWER CROSSING F
FIGURE 4.NEUSE BUFFER IMPACT EXHIBIT 1 inch=83.333333 feet
THE STANDARD AT RALEIGH DATE: 7/12/2017
RALEIGH, NORTH CAROLINA JOB NO: LCP-16010
M c A nA M s DRAWN BY: yates
X:\Projects\LCP\LCP-16010\Storm\Wetlands\GIS\LCP16010_Buffer Impact Map mxd, 7/12/2017 1:47:40 PM, yates

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GRAPHIC SCALE
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CQNCURRENT -REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Nons 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 ant,
Federal laws. This specific authorization below is not a permit, nor shall it bl
construed to permit any violation of City, State or Federal Low. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
PUBLIC 0l00ES
ST0RMVWATER
go
ENAMMUNIORM
FINAL DRAWlN[� - NOT RQI,E/\SEB FOR CONSTRUCTION

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INV OUT=348.24 18 DI
TOP=36138'
INV IN = 358.96' 8" CLAY
INV OUT=359.13' 8" CLAS
APPROXIMATE LOCATION OF
EXISTING CITY .OF RALEIGH
SANITARY SEWER
EASEMENTPUBLIC
5 -
EXISTING
BRAGAW HALL
CP
BRAGAW HALL
0
0� APPROXIMATE LOCATION
OF EXISTING SANITARY 3
0 SEWER SERVICE
X
0
F/
,L STAGING AND STORAGE EX SSMH-106
BE USED FOR ACCESS 0
IY DAMAGE TO PARKING L07 RIM=374.88'
TO BE COORDINATED �ITH /&SSMH-106 0 01
0
INV IN = 367.09' BLDG 8" CLAY 06 0
1
INV IN = 367,22' BLDG 8" CLAY
INV OUT=366�90' 12CLAY
SS O/F -B " SAWCUT EXISTING 10" VCR
(SEE SHEET P-2) SS AND REPLACE SHORT
—EX. TREELEG OF EXISTING 10" VCP
(TYP.) EX. 12" SS TO
BE ABANDONED SS NTH 10" 1 STUB EXISTING WEST
USING A FURNCO COUPLING
DUNN BUILDING
EX. STEAM LINE
13 LIMITS OF
DISTURBANCE
�Ic
SEE C-3 FOR SANITARY SEWER
LIMITS
(TYP.) SERVICE DESIGN
OF
DISTURBANCE `b 0 o EX. SSMH
(TYP.) 0 1 1 6
13 TOP=37104'
INE
I I S I T I
DISTURBANCE --AN
D ALL4N - DRIV-1
(TYP.) tVARIABLE WIDTH PUBLIC R
EXISTING
CATES AVE
(VARA. BLE WIL T11 PUBLIC R/W)
EX, SSMH
RIM=37067
INV. IN=362.93 (N)
INV]N=353.01 (NW)
INV.
1iUT=352.93 (SE)
EXISTING
40 0 20 40 80
I inch = 40 ft.
Nwt
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
Citignof Raleigh
Public Utilities Department Permit
Authorization to Construct
F
i ?A P4 toil
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a E30ii gnd E!gAalhlg EXglUjdW from
future work in the City of Raleigh.
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 oil 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 Low. 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
. .. ... ..
PROJECT NO. [SHEET NO.
REVISIONS:II I P-16010
P-1
FILENAME:
LCP1 6011
2017-05-04 REVISED PER COR COMMENTS
CHECKED BY:
ARP FLM & PROFILE DAN ALLENTI)"PtIVE SANITARY SEWER
MCADAMS
NDW
i PRELIMINARY CONSTRUrvI41"N DRAWINGS",
ALE:
1 40' SANITARY SEVAER OLTfFALLW, STA. 9+50 THRU STA. 19+50
kLE: PRINT DATE:
1" 4�
NORTH CAROLINA STATE UNIVERsny
T
WIT&
I OKA, J,
01-03-16
2