20070433 Ver 2_401 Application_20080608

HAZEN AND SAWYER
Environmental Engineers & Scientists
Ms. Cyndi Karoly
401 Oversight/Express Permitting Unit
N.C. Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
D M t? _.. - I-PE-511VVIA D
JUN s 6 2008
Db,tih - rVS3l E, QUAUfY
WEWDS.AND STQRMWATER BRANCH
Dear Ms. Karoly,

` Hazen and Sawyer, P.C.

? 4011 WestChase Blvd.
•'?- LS o Suite 500
Raleigh, NC 27607
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June 13, 2008
Re: Neuse River Pump Station Force Main
Pre-Construction Notification Re-submittal
401 Water Quality Certification
Crabtree Creek
River Basin: Neese 03-04-02
City of Raleigh
Wake County, North Carolina
H&S Job No. 30799
Hazen and Sawyer, P.C. is hereby re-applying for a 401 Water Quality Certification on behalf of
the City of Raleigh for the above referenced project. Re-application is being made because the
original project, though approved, was not constructed. Please find attached seven (7) copies of
the Pre-Construction Notification (PCN) Application, supporting documents, six (6) half-size and
one (1) full-size set of plans, and a check for $240 to cover the fee for project impacts of less than
one acre of wetland fill and less than 150 feet of stream impact, applicable to the construction of
the proposed Force Main.
Applicant Information
Your office reviewed the previous submittal for this project and subsequently issued an
"Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Rules (15A NCAC 2B .0233) with Additional Conditions" in a letter dated April 2, 2007.
A copy of your office's original 401 approval letter for this project is attached to this letter.
Please note the City is concurrently re-applying for Section 404 approval with the Army Corps of
Engineers, and phone conversations with Mr. Jamie Sherri indicate the project does not meet the
threshold requirements for NWP 12, so no Pre-construction Notification is required for use of
NWP 12 during this project.
As noted above, this project was not constructed by the City at the time of original approval as
the City was not able to procure an agreement with Progress Energy to allow the force main to be
placed partially within a Progress Energy easement as proposed in the original Contract
Documents. Since that time, the project remained dormant until recently when a new alignment
for the force main was located and approved by all parties.
New York, NY • Philadelphia, PA • Raleigh, NC • Charlotte, NC • Greensboro, NC • Charleston, SC • Atlanta, GA • Fairfax, VA • Hampton Roads, VA • Baltimore, MD • Cincinnati, OH • Hollywood, FL • Boca Raton, FL • Miami, FL
HAZENAn SAWYER
The proposed new project location, alignment and determination of Neuse River Buffer
requirements may be seen in the attached letter from EcoScience, dated May 20, 2008. All
aspects of the project, other than the force main alignment, remain the same as previously
submitted to your office. The 36-inch diameter force main is proposed to be installed along the
alignment by open-cut methods. The open cut within Crabtree Creek will be limited to a
temporary impact of 40' wide by approximately 101' long, as measured from edge of determined
stream bank to stream bank, for a total of 0.093 acre of disturbed jurisdictional area. This will
result in a minimal impact for this type of project. Please note an open-cut method of installation
was chosen over directional drilling for this project due to concerns over the possible presence of
rock in the creek bed, as well as concerns about the large area of disturbance which would be
required on each bank of the Creek to locate the drill pits required for such an installation.
The applicant of record for this PCN is Mr Aaron B. Brower of the Public Utilities Department of
the City of Raleigh, North Carolina. Mr. Bower can be reached using the Contact Information
provided in Section II. of the PCN.
Project Information
The Neuse River Pump Station Force Main project is located at the end of Rogers Lane just north
of the confluence of Crabtree Creek and the Neuse River in Wake County, NC. A location map
has been provided both as an attachment to the PCN and on the cover sheet of the Contract
Drawings included as part of this submittal package. The Property Identification Number (Tax
PIN) for the Pump Station parcel is: 1733650834.
This project is necessitated by the need for additional sewage conveyance capacity at the existing
Neuse River Pump Station. In order to provide this capacity, the City of Raleigh in proposing to
install a new 36" force main from the existing Pump Station which will connect to the existing
sanitary sewer outfall line leading to the Neuse River Water Treatment Plant Facility. A diagram
showing the alignment of the proposed force main is attached to the PCN for reference.
Prior Project History
An Environmental Impact Statement was prepared for the construction of the Neuse River Pump
Station in 1986. Permits for jurisdiction impacts were received for the original pump station and
force main construction at that time. The City of Raleigh Public Utilities Department was unable
to find records of these permits, however.
The City originally investigated the installation of the parallel 36" force main in this location in
2002. Plans were prepared at that time with the intention of installing the force main under
Crabtree Creek by directional boring. Cost estimates obtained at the time indicated the use of
such installation techniques would cost in excess of $500,000 and the project was put on hold.
Sanitary sewage capacity issues have forced the City the re-investigate this project, and
discussions have lead to choosing an open cut installation as the most cost-effective method of
installing the proposed force main. In response to this proposed method of construction, new
contract drawings were prepared (attached as part of this submittal package) including details for
a proposed coffer dam method of installation for the crossing of Crabtree Creek.
The proposed method of construction is considered to be the most economical while minimizing
both temporary impacts to jurisdictional areas.
HAZEN AND SAWYER
Future Project Plans
There are no future plans to install any additional parallel force main piping from this Pump
Station across Crabtree Creek at this time.
Proposed Impacts to Waters of the United States/Waters of the State
A determination of the applicability of Neuse River Stream Buffers and Water of the United
States/Waters of the State were provided by EcoScience, Corporation and written confirmation of
their findings were presented in a letter dated February 5, 2007. The letter reports the Waters of
the United States/Waters of the State delineation and provides a map of the proposed impacts to
wetlands, open water, and stream channels, if any, associated with the project. This letter is
attached as part of this submittal package for reference.
It was determined this project will not impact any wetlands, though stream impacts of a
temporary nature will occur.
Crabtree Creek was determined to be a Perennial Stream and the impacts caused by this project
temporary. The temporary impacts to the Creek will be a total 40' wide, maximum, by 101' long,
as measured from edge of determined stream bank to stream bank, for a total of 0.093 acres
disturbance. This is the minimal practical impact for this type of project.
It was determined that, by Rule (15A NCAC 213.0233), the proposed impact is exempt from the
Neuse River Riparian Buffers as the project is a non-electric utility line, perpendicular crossing
that disturbs equal to or less than 40 linear feet of riparian buffer with a maintenance corridor
equal to or less than 10 feet in width.
Impact Justification (Avoidance and Minimization
As noted earlier, in the original 2002 design for this project crossing Crabtree Creek by direction
boring was evaluated. The cost of such an installation, estimated to be approximately $500,000
primarily due to concerns with the presence of rock beneath the creek bed, was prohibitive to the
City and the project became inactive. Issues with the amount of disturbed area required along the
banks of the creek required for the bore pits also led the City to consider open cut installation.
Sewer capacity issues have forced the need for construction of the parallel main. The City has
determined the most cost effective method to install the force main is using open cut methods,
with constraints to minimize the impacts applied to the Contract as noted below.
The Contractor will be required to install the force main using the coffer dam or other methods he
may submit to the Engineer for approval before installation may begin. Whether using the
supplied coffer dam detail or other approved method, the Contractor shall be required to limit
disturbance within the Neuse River Buffer limits and Jurisdictional Waters limits to a width of no
more than 40 feet along the length of the force main. The force main piping shall be restrained
ball joint pipe for the length of the stream crossing to minimize the risk of pipe failure beneath the
creek bed. The Contractor shall also be required to save, stockpile, and replace the existing
stream bottom material upon backfilling the force main within the limits of the Jurisdictional
Waters and restore the stream banks within the Neuse River Buffer Limits to original grades,
condition and vegetation.
HAZEN AND SAWYER
Mititi?,ation
No mitigation will be required for the this project as no wetlands will be impacted, and impacts to
Waters of the United States/Waters of the State and Neuse Buffers will be temporary.
Environmental Documentation
This project will involve the expenditure of public funds by the City of Raleigh. Public lands will
not be used.
Proposed Impacts on Riparian and Watershed Buffers
This project will temporarily impact riparian buffers identified within 15A NCAC 2B .0233
(Neuse) as noted above. The total impacts to Zone 1 of the buffers will be approximately 2,500
ft' and the Zone 2 impacts approximately 1,670 W. Mitigation will not be required for these
impacts as they are determined to be temporary and allowable by Rule. Further, the bed and
banks of Crabtree Creek shall be returned to existing grade and conditions at the completion of
construction.
Stormwater
There will be no permanent change in impervious surface as a result of this project. All disturbed
areas will be restored to original conditions and no new structures or paved surfaces shall be
constructed.
Sewage Disposal
No sewage disposal is associated with this project.
VinIAtions,
This site is not in violation of DWQ Wetlands Rules (15A NCAC 2H.0500) or any Buffer Rules
and this is not an after-the-fact permit application.
Cumulative Impacts
This project is necessitated by increased development in the City of Raleigh, but will not in and
of itself result in additional development which could impact downstream water quality.
We trust you will find this application complete, accurate, and sufficient to grant the requested
Section 401 Water Quality Certification for this project. We will gladly meet with you on site to
review the delineation or to answer any questions you may have. Should you have any questions
or require any additional information, feel free to contact us at any time.
Very Truly Yours,
HAZEN AND SAWYER, P.C.
8 M'XI
oseph B. Meeks, Jr. P.E.
Senior Associate
HAZEN AND SAWYER
cc: Jamie Shern, USACE
Mr. Aaron B. Brower, City of Raleigh
Sandy Smith, EcoScience, A Division of PBSU
Bennie Meeks, Hazen & Sawyer
67- 0433VA PW.IFF!T
FECLI
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ? N/A
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ? N/A
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), c D AT./A-
11. Applicant Information (? ?5
JUN 1 6* 2008
1. Owner/Applicant Information
Name: Aaron B. Brower, P.E. WEnaNOSAN? ST WATER OR wAER hRAKH
Mailing Address: City of Raleigh, Public Utilities Department
One Exchange Plaza, Room 620
219 Fayetteville Street
Raleigh, NC 27601
Telephone Number: 919.857.4540 Fax Number: 919.857.4545
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Joseph B. Meeks, Jr., P.E.
Company Affiliation: Hazen and Sawyer, P.C.
Mailing Address: 4011 WestChase Blvd.
Suite 500
Raleigh, NC 27607
Telephone Number: 919.833.7152 Fax Number: 919.833.1828
E-mail Address: jmeeksghazenandsawyer.com
Updated 11/1/2005
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Neuse River Pump Station Force Main
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1733650834
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh following
US 64 Business turn right onto Rogers Lane. Follow Rodgers Lane throw the City of
Raleigh park. The existing pump station is located at the southern end of the park.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 73 45 90 ON 213 57 40 °W
6. Property size (acres): 62.99 ac. including Pump Station and Park
7. Name of nearest receiving body of water: Crabtree Creek
8. River Basin: Neuse 03-04-02
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h-o.enr.state.nc.us/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The project is a proposed sanitary force main roughly
paralleling an existing 24-inch sanitary force main installed in 1988. The proposed force
main routing will has been located so as to cross Crabtree Creek and connect to the existing
pump station in as direct a route as possible given site restrictions easements etc
Updated 11/1/2005
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed force main will be installed by open cut using normal excavation equipment The
proposed Crabtree Creek crossing will be installed half-way across the creek in two
operations, utilizing a coffer dam to divert flow and protect the excavation. No more than
2/3 of the creek width will be diverted at any time, and the coffer dam will be no more than
40 feet wide. Surface material excavated from the creek bed will be used to restore the creek
bed to original conditions. The creek banks will be stabilized immediately upon completion
of construction and restored as closely as possible to original grade and vegetation.
11. Explain the purpose of the proposed work:- The force main is necessary to allow the pump
station to pump the received wastewater flow to the existing 66-inch outfall interceptors on
the west side of Crabtree Creek.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. An Environmental Impact Statement was prepared for the Neuse River
Pump Station in 1986. 401/404 permits were received for the original pump staion and force
main construction in the mid 1980's. Copies of those permits could not be found by the Public
Utilities Department.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There are no future plans at this time to install any additional parallel piping across Crabtree
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Updated 11/1/2005
Page 7 of 12
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: There are no impacts on wetlands due
to this project.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
senaratelv list impacts due to both structure and floodinc_
Wetland Impact
Site Number

(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,

herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no) Distance to
Nearest
Stream
feet Area of
Impact
(acres)
NONE

Total Wetland Impact (acres) NONE
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage. multiply length X width- then divide by 43 56n
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Stream Width Length Impact
indicate on ma Intermittent? Before Impact linear feet acres
No. 1 Crabtree Creek Temporary Perennial 105+1- 101+/_ 0.093

Total Stream Impact (by length and acreage) 101 0.093
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. (acres)
NONE
Total Open Water Impact (acres) NONE
Updated 11/1/2005
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.093
Wetland Impact (acres): 0.0
Open Water Impact (acres : 0.0
Total Impact to Waters of the U.S. (acres) 0.093
Total Stream Impact (linear feet): 101
7. Isolated Waters N/A
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The City of Raleigh on ig nally
bid this project as a directional bore installation Extremely high costs for such installation were
bid due to the presence of rock in the streambed and other issues (bore pits would required large
disturbed areas along both stream banks). The City has therefore decided to use an open cut
installation utilizing a coffer dam to minimize stream and overall impacts
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Updated 11/1/2005
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No wetlands mitigation is required due to this project.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.ncegp.net/pages/inlieurgplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Updated 11/1/2005
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 2504 3 (2 for Catawba) 0
2 1670 1.5 0
Total 4174 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or. 0244, or .0260. No mitigation will be required as this project
is a utility crossing perpendicular to Crabtree Creek which will disturb a corridor no ereater
than 40 feet in width and will restore the creek bed and banks to existing conditions and
grades at completion of the project.
Updated 11/1/2005
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. There is no change in impervious surface
coverage due to this project.
XII. Sewage Disposal (required by DWQ)
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.
No sewage disposal is associated with this project.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/newetlands. If no, please provide a short narrative description: This
project will not directly result in additional development and could improve water quality by
provided sewage treatment capacity to the contributing area.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
L _APP1JCUUL1E1gCnL S MgHULUre hale
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12
,:\N AT ?0s ?RQ Michael P. Easley, Governor
6- William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
'p`i12(r`
DWQ Project # 07-0433
Wake County
Mr. Aaron Brower
City of Raleigh - Public Utilities Department (' ?jbiq 9
One Exchange Plaza, Room 620
219 Fayetteville Street
Raleigh, NC 27601
Subject Property: City of Raleigh - Neuse River Pump Station
Crabtree Creek [030406, 27-33-(10), C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Brower:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 82 linear feet of perennial stream (temporary impact), and 2,400 square feet
(ft) of protected Zone 1 Neuse River basin riparian buffer and 1,600 square feet (ft) of protected Zone 2
Neuse River basin riparian buffer as described in your application dated March 7, 2007, and received by
the Division of Water Quality (DWQ) on March 8, 2007, to construct the proposed force main. After
reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3625 (GC3625). The Certification(s) allows you to use Nationwide Permit(s)
NW 12 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your
approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 213 .0233
In addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and
Non-discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property.is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
No?thCarohna
A atrrrally
An T1n a1 r)nnnrtnnity/Affirmntive Action Emolover- 50%Recycled/10%Post Consumer Paper
City of Raleigh -
Page'2 of 3
April 2, 2007
Amount Approved (Units) Plan Location or Reference
Stream - perennial 82 (linear feet - temporary) PCN page 4 of 12
Buffer - Zone 1 2,400 (square ft.) PCN page 7 of 12
Buffer -Zone 2 1,600 (square ft.) PCN page 7 of 12
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Erosion and sediment control practices must be in fill compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that
the Division of Land Resources has released the project;
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A
NCAC 213.0233 and OC 3625;
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 213 .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
City of Raleigh
Page 3 of 3
April 2, 2007
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal_ and/or civil penalties. The authorization to proceed with _vour proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that,
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G. S. 150B.
This letter completes the review of the Division of Water Quality under Section 401
Act and the Neuse riparian buffer protection rule, as described within 15A NCAC 2B
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
AWK ym
of the Clean Water
.0233./ f you have
1 11
Enclosures: GC 3625
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Lauren Cobb, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Joseph Meeks, Hazen and Sawyer, 4011 Westchase Boulevard, Suite 500, Raleigh, NC 27607
Filename: 070433CORaleighNeuseRiverPumpStation(Wake)401_NBR
Alan W. Klimek, P.E.

EcoScience: A Division of I'M
Raleigh, North Carolina
EcoScience
May 20, 2008
Mr. Michael Santowasso, P.E.
Hazen and Sawyer, P.C.
4011 WestChase Boulevard
Raleigh, North Carolina 27607
Re: Results of a Neuse Riparian Buffer Determination with NCDWQ 08-397
Neuse River Pump Station Improvements, Raleigh, Wake County
Dear Michael:
EcoScience Corporation (ESC) personnel visited the above-mentioned site with Lauren C.
Witherspoon of the North Carolina Division of Water Quality on Thursday, April 17, 2008. The
enclosed packet details the Neuse Riparian buffer determinations made on that day. As
expected, Ms. Witherspoon determined that the portion of Crabtree Creek running through the
site requires a 50-foot riparian buffer as regulated by the Neuse Riparian Buffer Rules. No other
features were found to require a buffer.
I hope the information provided in this letter is useful for your planning purposes. If you have
any questions about this information, please feel free to give me a call. ESC is available for
further coordination and consultations, if requested. Thank you for selecting ESC for this
important project.
Yours truly,
ECOSCIENCE: A DIVISION OF PBS&J
Justin Wright
Project Scientist

F W AT ? Michael F. Easley, Governor
`a?
9QG William G. Ross Jr., Secretary
O North Carolina Department of Environment and Natural Resources
Coleen H
Sullins
Director
.
,
-I Division of Water Quality
o ?
May 9, 2008
EcoScience a Division of PBS&J
Attn: Justin Wright
1101 Haynes Street, Suite 101
Raleigh, NC 27604
NBRRO#08-101
Wake County
BASIN:
Neuse River Buffer Determination X Tar-Pamlico Buffer Determination
(15A NCAC 2B.0233) (15A NCAC 2B .0259)
Project Name: Neuse River Pump Station Improvements
Location/Directions: located in eastern Raleigh less than 0.25 mile northwest of the confluence of Crabtree Creek
and the Neuse River
Subject Stream: UT to Crabtree Creek and Crabtree Creek
Date of Determination: 4/17/08
Feature(s) Not Subject Start @ Stop@ Stream Soil Survey USGS
Subject Form Pts. Topo
A (Crabtree X throughout X X
Creek
B X X
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly, DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for
an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask
for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
determination is final and binding unless you ask for a hearing within 60 days.
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
FAX [phone]
Noi thCarolina
Nir/orally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
WUM0
Page 2 of 2
The owner/future owners should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Lauren C. Witherspoon
Environmental Senior Specialist
CC: Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
RRO/SWP File Copy
Central Files
TN%hCarohna
JUaturallry
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
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PUMP STATION Date:
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Corporation ESC Project No.:
R:a,,ig], m enroll„ WAKE COUNTY. NC
08-397
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HAZEN AND SAWYER
Environmental Engineers & Scientists
Mr. Jamie Shern
United States Army Corps of Engineers
Raleigh Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Dear Mr. Shern,
Hazen and Sawyer, P.C.
4011 WestChase Blvd.
Suite 500
Raleigh, NC 27607
[phone]
[phone] (Fax)
May 30, 2008
Re: Neuse River Pump Station Force Main
Pre-Construction Notification
Crabtree Creek
River Basin: 03-04-02
City of Raleigh
Wake County, North Carolina
H&S Job No. 30799
On March 7, 2007 Hazen and Sawyer submitted a Pre-Construction Notification (PCN)
Application and supporting documents for the above-referenced project to your office for a
Section 404 Nationwide Permit 412 (NWP 12)on behalf of the City of Raleigh (City).
Your office reviewed the submittal and subsequently concluded the proposed project impacts did
not exceed the notification threshold for NWP 12, so no Pre-construction Notification is required
for use of NWP 12. Please note Section 401 Water Quality Certification was granted for the
original project, and the N.C. Division of Water Quality (NCDWQ) is also being notified of the
revision to the project location. A copy of the original 401 approval letter is attached.
The project was not, however, constructed by the City as the City was not able to procure an
agreement with Progress Energy to allow the forcemain to be placed partially within a Progress
Energy easement as proposed in the original Contract Documents. Since that time, the project
remained dormant until recently when a new alignment for the forcemain was located and
approved by all parties.
The proposed new project location, alignment and determination of Neuse River Buffer
requirements may be seen in the attached letter from EcoScience, dated May 20, 2008. All
aspects of the project, other than the forcemain alignment, remain the same as previously
submitted to your office. The 36-inch diameter forcemain is proposed to be installed along the
alignment by open-cut methods. The open cut within Crabtree Creek will be limited to a
temporary impact of 40' wide by approximately 101' long, as measured from edge of determined
stream bank to stream bank, for a total of 0.093 acre of disturbed jurisdictional area. This will
result in a minimal impact for this type of project. Please note an open-cut method of installation
was chosen over directional drilling for this project due to concerns over the possible presence of
rock in the creek bed, as well as concerns about the large area of disturbance which would be
required on each bank of the Creek to locate the drill pits required for such an installation.
The Contractor will be required to install the force main using the coffer dam or other methods he
may submit to the Engineer for approval before installation may begin. Whether using the
supplied coffer dam detail or other approved method, the Contractor shall be required to limit
disturbance within the Neuse River Buffer limits and Jurisdictional Waters limits to a width of no
more than 40 feet along the length of the force main. The coffer dam will block no more than 2/3
of the width of Cmbtree Creek at any given time, with the work done in two phases, from either
bank of the stream. The force main piping shall be restrained ball-joint pipe for the length of the
New York, NY - Philadelphia, PA • Raleigh, NC - Charlotte, NG • Greensboro, NC • Charleston, SC • Atlanta, GA • Fairfax, VA - Hampton Roads. VA - Baltimore, MD • Cincinnati, OH - Hollywood, Fl - Boca Raton, FI. - Miami, FL
HaEN AND SAWYER
Page 2
stream crossing to minimize the risk of pipe failure beneath the creek bed. The Contractor shall
also be required to save, stockpile, and replace the existing stream bottom material upon
backfilling the forcemain within the limits of the waters of the U.S. and restore the stream banks
within the Neuse River Buffer Limits to original grades, condition and vegetation. Though it has
been determined the impacts of this project are authorized by NWP 12 without notification,
construction shall abide by all conditions of NWP 12, both general and regional. Installation will
also abide by all conditions of the NCDWQ 401 General Certification #3699. Proposed details
and notes for the pipe installation are provided as attachments to this letter.
It is our hope, given this description of the proposed work, in conjunction with the supporting
information contained herewith, that your office is able to conclude the proposed project impacts
will not exceed the notification threshold for NWP 12 and that this letter suffices for your
informational needs. The City of Raleigh would request a written response from your office
indicating that the USACE has no conflict with the proposed project.
Very Truly Yours,
HAZEN AND SAWYER, P.C.

L. Michael Santowasso, P.E.
Senior Associate
cc: Bennie Meeks, Hazen and Sawyer
Alexander Smith, EcoScience, A Division of PBS&J
W ON W A 7- Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
?'? ? cnV G
A
Ipril
?
'? DWQ Project # 07-0433
Wake County
Mr. Aaron Brower City of Raleigh - Public Utilities Department
One Exchange Plaza, Room 620
219 Fayetteville Street
Raleigh, NC 27601
Subject Property: City of Raleigh - Neuse River Pump Station
Crabtree Creek [030406, 27-33-(10), C, NSW]
Approval of 401 Neater Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Brower:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 82 linear feet of perennial stream (temporary impact), and 2,400 square feet
(ft) of protected Zone 1 Neuse River basin riparian buffer and 1,600 square feet (ft) of protected Zone 2
Neuse River basin riparian buffer as described in your application dated March 7, 2007, and received by
the Division of Water Quality (DWQ) on March 8, 2007, to construct the proposed force main. After
reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3625 (GC3625). The Certification(s) allows you to use Nationwide Permit(s)
NW12 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your
approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233.
In addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and
Non-discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts: NonthCarohna
- A?rrturally
401 Oversight/Express Revic\ Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Intemct http //h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Cit}, of Raleigh
Page 3 of 3
April 2, 2007
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal_ and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule. as described within 15A NCAC 2B .023r you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
Sincerely
Alan W. Klimek, P.E.
n
AWK/ijm
Enclosures: GC 3625
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Lauren Cobb, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Joseph Meeks, Hazen and Sawyer, 4011 Westchase Boulevard, Suite 500, Raleigh, NC 27607
Filename: 070433CORaleighNeuseRiverPumpstation(W ake)401 _NBR
EcoScience: A Division of Pwv
y
Raleigh, North Carolina
EcoScience
May 20, 2008
Mr. Michael Santowasso, P.E.
Hazen and Sawyer, P.C.
4011 WestChase Boulevard
Raleigh, North Carolina 27607
Re: Results of a Neuse Riparian Buffer Determination with NCDWQ 08-397
Neuse River Pump Station Improvements, Raleigh, Wake County
Dear Michael:
EcoScience Corporation (ESC) personnel visited the above-mentioned site with Lauren C.
Witherspoon of the North Carolina Division of Water Quality on Thursday, April 17, 2008. The
enclosed packet details the Neuse Riparian buffer determinations made on that day. As
expected, Ms. Witherspoon determined that the portion of Crabtree Creek running through the
site requires a 50-foot riparian buffer as regulated by the Neuse Riparian Buffer Rules. No other
features were found to require a buffer.
I hope the information provided in this letter is useful for your planning purposes. If you have
any questions about this information, please feel free to give me a call. ESC is available for
further coordination and consultations, if requested. Thank you for selecting ESC for this
important project.
Yours truly,
ECOSCIENCE: A DIVISION OF PBS&J
Justin Wright
Project Scientist
IV 11 l.1 IdGI I LdJICy, IJVVCIIIUi
?QF WA?F9Q William G. Ross Jr., Secretary
Q G North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
> _{ Division of Water Quality
o ?
EcoScience a Division of PBS&J
Attn: Justin Wright
1101 Haynes Street, Suite 101
Raleigh, NC 27604
May 9, 2008
N13RRO#08-101
Wake County
BASIN:
1.T-- u;-,- R„ffer T1Ptermin2tinn X
Tar-Pamlico Buffer Determination
(15A NCAC 2B .0233) (15A NCAC 213 .02?)y)
Project Name: Neuse River Pump Station Improvements
Location/Directions:
and the Neuse River
Subject Stream:
located in eastern Raleigh less than 0.25 mile northwest of the confluence of Crabtree Creek
UT to Crabtree Creek and Crabtree Creek
Date of Determination: 4/17/08
Feature(s) Not Subject Start @ Stop@ Stream Soil Survey USGS
Subject Form Pts. Topo
A (Crabtree X throughout X X
Creek
X
B X
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly, DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for
an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask
for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
determination is final and binding unless you ask for a hearing within 60 days.
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet: h2a.enr.state.ne.us 1628 Mail Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
FAX [phone]
NonrthCarolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
J/.7/Vu
Page 2 of 2
The owner/future owners should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Lauren C. Witherspoon
Environmental Senior Specialist
CC: Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
RRO/SWP File Copy
Central Files
NoLCarolina
,Natu,ralllf
North Carolina Division of Water Quality Raleigh Regional Office SUrface Water Protection
Internet h2o.encstate.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Prepared by:
Client:
NEUSE RIVER
Dwn. By: JCkd
By:
FIGURE
TA
JW
PUMP STATI 0 N
Dote:
I]. EN AND S.��ii'7, R
DELINEATION
FEB 2008
Scale: AS SHOWN
EcoScience
USGS TOPOGRAPHIC QUADRANGLE
2
Corporation
ESC Project No.:
R:ddgh. �'—h camp°'
WAKE COUNTY, NC
011-397

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DEPARTMENT OF PUBLIC UTILITIES
CITY OF RALEIGH, NORTH CAROLINA
NEUSE RIVER PUMP STATION
FORCE MAIN
CONTRACT 1 - GENERAL CONSTRUCTION
JUN 1 b j008
DENS • Wal t+<t??
N IANDSANDSTDRNPtUtTEltBAAl
ORR)R0 cRANVil.L LL
OFFCRO FENDRSO1
PERSON l
N i
i
i
501
I
I k 1tiKUN
I I
I xs r
as /
DURHAM
I ORANGE
I
CHAPEL Rlu RALEIGH
70 401
W
GAR 40 AKE
E4 264
501 -NEUSE RIVER
64 • PUMP STATION
Plrrs0R0 -NEUSE RIVER
GARNER 70 WWTP?
m >.+NST-N
40
SIAI?HHP_R 95
r
r
50
LEE 301
H ARNETT 701
LOCATION MAP
RALEIGH
NEUSE RIVE
PUMP STATI
VICINITY MAP
?1t CARO 1H CARO
946 SEAL
d ?romN2E? 0? NC 5
FRI S'???G?I„?? tiB.MEE?
411216
JUNE 2008
HAZEN AND SAWYER
Environmental Engineers & Scientists
40! 1 WeslChase Blvd, Raleigh, North Coro,inc 27607
Public
Sewer Collection 'Extension System
The City of Raleigh consents to the connection and ertenslon of the City 'S
pudic sewer system as shown on tna plan. The matenal and Col smxberl
methods usedrertlls project shall conform tothe Standards and
specifications Of the CIh/s Public Utilities Handoook.
City ofRalagh
Public Uhhtie Deferunem Pemita
ALLborimtion to Construct
Dale

ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Works Department at (4191 RL5Afo
and the Public Utllities Department at 19 7.4540 at West
twenty four hours prior to beginning any of their construction.
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 nottation failure.
Failure to call for inspection, Installs Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Excluslen from
future work in the City ofRaiiii
O
U
H
Cf)
Z
O
O
LL
°w
U)
m
ABBREVIATIONS PROCESS PIPE DESIGNATIONS INDEX OF DRAWINGS
AB ANCHOR BOLT FAB FABRICATE N NORTH T TREAD
AC ALTERNATING CURRENT/ FkC FRAME AND COYER NA NOT APPLICABLE T&B TOP AND BOTTOM MEET DRAWING DESCRIPTION
ASBESTOS CEMENT F&C FRAME AND GRATE NF NEAR FACE T&G TONGUE AND GROOVE A AIR NUMBER NUMBER
ACT ACOUSTIC TILE FC FLUSHING CONNECTION NIC NOT IN CONTRACT TAN TANGENT BW FILTER BACKWASH WATER
AD
Ai AREA DRAIN
ADJUSTABLE FD
FDN FLOOR DRAIN
FOUNDATION NO
NOM NUMBER
NOMINAL IBM
TC TEMPORARY BENCH MARK
TOP OF CURB 8WD BACKWASH DRAIN
AFF ABOVE FINISHED FLOOR FE FIRE EXTINGUISHER Ni NON POTABLE WATER TDH TOTAL DYNAMIC HEAD C CENIRAIE CONTRACT 1 -GENERAL CONSTRU CTION
AGCR AGGREGATE FF FINISH FLOOR NTS NOT TO SCALE TECH TECHNICAL CG CHLORINE GAS
AL ALUMINUM FH FIRE HYDRANT TEL TELEPHONE CLS CHLORINE SOLUTION
ALLOW ALLOWANCE/ALLOWABLE FIN FINISH TEMP TEMPERATURE D DRAIN
ALT ALTERNATE FIX FIXTURE TER TERRAZZO DS DIGESTED SLUDGE GENERAL
APPROX APPROXIMATE FL FLASHING/FLOOR THERMO THERMOSTAT

ARCH
ARCHITECTURAL
FLEX
FLEXIBLE
THK
THICK FBP FILTER BYPASS
COVER
ASB ASBESTOS FLG FLANGE OC ON CENTER THRU THROUGH FD FLOOR DRAIN
ASPH ASPHALT FLUOR FLUORESCENT OD OUTSIDE DIAMETER TOD TOP OF DECK FE FILTER EFFLUENT 1 X1 INDEX, ABBREVIATIONS AND LEGEND
AT ASPHALT TILE FLXC FLEXIBLE CONNECTION OF OUTSIDE FACE TOF TOP OF FOOTING GR GAIT
FM FORCE MAIN OFF OFFICE TOM TOP OF MASONRY/MANHOLE HS HEAVY SLUDGE 2 G1 SITE PLAN
FPRF FIREPROOF OPER OPERATOR TOS TOP OF SLAB LD LAND DISPOSAL 3 G2 PLAN AND PROFILE
FRP FIBERGLASS REINFORCED OPNG OPENING TOW TOP OF WALL
POLYESTER LAMINATE
OPP
OPPOSITE TOL TOLERANCE ME METHANOL
FT FEET ORIG ORIGINAL TPS TWISTED PAIR SHIELDED ML MIXED LIQUOR
FIG FOOTING/FITTING OT OPEN TRUSS TRANS TRANSFORMER NPW NO.N-POTABLE WATER
B BORING FURR FURRING/FURRED OVHD OVERHEAD TYP TYPICAL NRCY NITRIFIED RECYCLE
BD BOARD P POLYMER MECHANICAL
BFE
BFV BOTTOM OF FITTING ELEY
BUTTERFLY VALVE
UG
UNDERGROUND
PE
PRIMARY EFFLUENT
BITUM BITUMINOUS UH UNIT HEATER PS PRIMARY SLUDGE
BASELINE G CAS/CAS LINE UNFlN UNFINISHED PW POTABLE WATER R Mt DEMOLITION PLAN AND SECTION
BL BUILDING LINE GA GAUGE PAR PARALLEL LINO UNLESS NOTED OTHERWISE RAS RETURN ACTIVATED SLUDGE
5 M2 PLANS
BLDG BUILDING GAL GALLON PC POINT O CURVE/PIECE UR URINAL RBR RECLAIM BASIN RETURN
BILK
BM BLOCK
BENCH MARK GALV GALVANIZED PCC POINT O COMPOUND CURVE UTIL UTILITY RD ROOF DRAIN 6 M3 SECTIONS

BOG
BACK OF CURB GC
(EN GENERAL CONTRACTOR
GENERATOR PCF POUNDS PER CUBIC FOOT RS RAW SEWAGE
7 M4 SECTIONS AND DETAILS
BOT BOTTOM GI GALVANIZED IRON PE LINING
PERF POLYETHYLENE UNING
PERFORATED S SAMPLE

B
RG

BEARING

GL

GLASS

PERP

PERPENDICULAR VAC VACUUM SA SERVICE AIR
BIRK BRICK
GR
M
CANONS PER MINUTE
pl
POINT OF INTERSECTION VAT VINYL ASBESTOS TILE

SC

SCUM
BRZ BRONZE G
R R PROPERTY UNE/PLATE VCP
Vf1 VITRIFIED CLAY PIPE
VELOCITY SD STORM DRAIN
BSMT
BT BASEMENT
BOLT GV GATE VALVE PNL PANEL VENT VENTILATING/VENTILATION SDO SLUDGE DRAWOfF STRUCTURAL
OUR BUILT-UP ROOFING CW
CWB GUY HIRE
GYPSUM WALL BOARD PP
PREFAB POWER POLL
PREFABRICATED VERT VERTICAL SE SECONDARY EFFLUENT
8V BALL VALVE GWF GLAZED WALL FINISH
PRV
PRESSURE RELIEF VALVE VOL
VP VOLUME
VENT PIPE SL SLUDGE
GYP GYPSUM PS PUMPING STATION VWC VINYL WALL COVERING SLF SLUDGE FEED g Si PLAN, SECTIONS, DETAILS
PSF POUNDS PER SQUARE FOOT SPD SUMP PUMP DISCHARGE
lost POUNDS PER SQUARE INCH SR SCRUBBER RECIRCULATION 9 S2 SECTIONS

/
H
HEIGHT PT POINT OF TANGENT/POINT SU SUPERNATANT
C
CAB CARPET/CHANNEL
CLOSET
CABINE
HOW
HARDWARE PIN PARTITION
W
WEST/WIDTH IDS THICKENED DIGESTED SLUDGE
CB CATCH BASIN FLEX HEXAGONAL PV
PVC PLUG VALVE
POLYVINYL CHLORIDE W/ WITH TE TERTIARY EFFLUENT
C/C CENTER TO CENTER FIN
HORZ HOLLOW METAL
HORIZONTAL PVMT PAVEMENT WC
WF WATER CLOSET
WIDE FLANGE TS THICKENED SLUDGE STANDARD DETAILS
CE CONSTRUCTION EASEMENT PW POTABLE WATER TWAS THICKENED WASTE ACTIVATED SLUDGE
GEM CEMENT HP HORSEPOWER WII WALL HYDRANT V VENT
CER CERAMIC HPT HIGH POINT W WROUGHTIRON WAS WASTE ACTIVATED SLUDGE
CF CUBIC FEET HTR HEATER WL WATER LEVEL
CFM CUBIC FEET PER MINUTE HVAC HEATING,VENTILATION AND W/L WATER UNE 10 Df MISCELLANEOUS STANDARD DETAILS
Cl CAST IRON/CUBIC INCHES
PIP
HW AIR CONDITIONING
HOT WATER
OTY
QUANTITY WO
W/O WINDOW OPENING
WITHOUT 11 D2 MISCELLANEOUS STANDARD DETAILS
CIP
Q CAST IRON
E
CENTER LINE HWL HIGH WATER LEVEL WP WATERPROOF 12 07 MISCELLANEOUS STANDARD DETAILS
CL' CHLORINE HWY HIGHWAY WPFG WATER PROOFING
Ci COUNG HYD HYDRAULIC WPT WALL PENETRATING TYPE
CLKG CAULKING WSE WATER SURFACE ELEVATION
CLR CLEAR R RADIUS/RISER WSP WEATHERSTRIP
CMP CORRUGATED METAL PIPE
I
IRON RCP REINFORCED CONCRETE PIPE WT
WV WEIGHT
WATER VALVE
CMU
CO CONCRETE MASONRY UNIT
EANOIT
C I
D
INSIDE DIAMETER
RD
ROAD/ROOF DRAIN
WWF
WELDED WIRE FABRIC
. IF INSIDE FACE RECIR RECIRCULATION
COL
CONC COLUMN
CONCRETE IN INCH RECP RECEPTACLE ATTENTION CONTRACTORS

CONST
CONSTRUCTION INCL
INS INCLUDED
INFLUENT RECT
RED RECTANGULAR
REDUCER
YD
YARD
CONT
CONTR CONTINUOUS
CONTRACTOR
INS
INSULATION
REF
REFERENCE YR YEAR
The Construction Contractor responsible fortheextension water

CORP

CORPORATION
TNT
INTERIOR
REG
REINF
REGISTER
REINFORCING ,
sewer, and/or reuse, as approved in these plans, is responsible for
CORK CORRIDOR INY INVERT REM REMOVE contacNna the Public Works Departmental (9191831-681
CP CONCRETE PLANK REOD REQUIRED and the Public Utilities Department at 919857-4.54 0 at least
CRS
CT COURSE
CERAMIC TILE REST RESTRAINED twenty four hours prior to beginning any of their construction.

CTJ
CONTROL JOINT
J
JOIST REV
RF REVISE
ROOF

CU
CV
COPPER
CHECK VALVE
JB
JCT
JUNCTION BOX
JUNCTION
RFG
ROOFING
T
Se?cer Co on / Extension
llection I Extension SNslem
Failure tonofltybothCltyDepartmentsinadvanceolbegloning
'
CW COD WATER JT JOINT RJ
RM RESTRAINED JOIN
ROOM 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 construction, will result in the issuance of monetary fines, and require
CY CUBIC YARD AND ROUND methods used for this project shall conform to the standards and reinstallation of any water or sewer facilities not inspected as a result of
RD ROUGH OPENING specifications of the City s Public Utilities Handbook. this notification failure.
RPM REVOLUTIONS PER MINUTE

L
LENGTH/ANGLE RR RAILROAD on tR,1e,gn Failure to call for Inspection, Install a Downstream Plug
have

DC
DIRECT CURRENT
LA
LINE AHEAD FIT
RTU RIGHT
REMOTE TERMINAL UNIT ableonhhe,0? t tt ,
rno= City of
R
Plans on the J
, or
any other
i
of

DET
DETAIL
LAB
LABORATORY
RW
RAW WATER sut in
n
ss
ble E
usion f
aleigh Standards
Rklgh
il
lioaFieandPo11eExelwionrom
OF DRINKING FOUNTAIN LAM LAMINATED A/W RIGHT OF WAY dmho?rmrevr4Cou,Inal theCit
ofRa
future work in the City/Raleigh,
DIA (e) DIAMETER LAT LATERAL
DIAL DIAGONAL LAV LAVATORY
DIM DIMENSION LB POUND/1JNE BACK
DIP DUCTILE IRON PIPE LF LINEAR FEET
DISCH DISCHARGE LG LONG
DIST
DJ DISTRIBUTION
DOUBLE JOIST LL
LtA LIVE LOAD
LONG LEG HORIZONTAL S SOUTH/SLOPE
LEGEND
DL DEAD LOAD LLV LONG LEG VERTICAL SAN SANITARY

ON
DOM
LLP PT
LLIGHT OINT SBL
SOH SURVEY BASELINE
SCHEDULE
MATERIALS
SYMBOLS
SECTION AND DETAIL KEYING
LINETYPES
DOZ DOZEN LT LIGHT SD STORM/SITE GRAIN
DR R DOOR SECT SECTION rv
i
D
OWL DRAWING
DOWEL LTC
LTG LIGHTING
LOUVER SERV
SEW SERVICE
SEWER

G

RADE OR

EARTH F77771 ?
?- GATE VALVE k?
L,
WALL PENETRATION DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD:
LNL LOW WATER LEVEL SF SQUARE FEET ROCK r
T (A) A SECTION CUT ON DRAWING A3 IS IDENTIFIED AS FOLLOWS
PROPOSED ITEMS
SHT SHEET BU
TERFLY VALVE ? MECHANICAL COUPLING
Si
SIM SQUARE INCH
SIMILAR
ASPHALT PAVING STEEL
-?? PLUG VALVE r
WELDED JOINT SECTION LETTER
A
EXISTING ITEMS
E EAST/EASEMENT MAINT MAINTENANCE Si STEEL JOIST A6 - DRAWING WHERE SECTION IS SHOWN
EA EACH MAIL MATERIAL SPEC SPECIFICATION SWING CHECK VALVE
FLANGED JOINT
HIDDEN ITEMS
ECC
EF ECCENTRIC
EACH FACE MAX
MECH MAXIMUM
MECHANICAL SO
SS SQUARE
SANITARY SEWER SAND '.. INSULATION
(.... -- GLOBE VALVE (8) THE SECTION SHOWN ON DRAWING A6 IS IDENTIFIED AS FOLLOWS
EFF
EIP EFFUENT
EXIST IRON PIPE MEMB
MET MEMBRANE
METAL SST
ST STAINLESS STEEL
STREET .. c o=
?- PINCH VALVE MECHANICAL PUSH PUSH ON OR
RESTRAINED SECTION METIER DEMOLITION ITEMS
»r
Q ELEVATION MFR MANUFACTURER STA STATION
® GRAVEL
WATER SURFACE
®
?
SLUICE GATE
A -- DRAWING FROM WHERE SECTION WAS TAKEN
ELEC ELECTRIC CTFICAL MG MIWON GALLONS STD STANDARD DIAPHRAGM VALVE
-
- A3 CENTER LINE
ELL ELBOW MGD MILLION GALLONS PER DAY STG STORAGE r
-'
SlJOE GALE/STOP GATE
ENGR
ENT ENGINEER
ENTRANCE MH
MIN MANHOLE
MINIMUM STIR
STL STIRRUP
STEEL CONCRETE GRATING S BALL VALVE JI^
-
FLUSHING CONNECTION DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT DETAILS
---- MATCH LINE
EOG EDGE OF GRAVEL MISC MISCELLANEOUS SIR STRUCTURAL -iI" ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN THE UPPER HALF.

EOP
EO
EDGE OF PAVEMENT
EQUAL
MJ
MUDG
MECHANICAL JOINT
MOLDING
SUB
SUP
SUBSTITUTE
SUPPLY

CONC
FILL

OR GRUNT CHECKER
TE
P BALL CHECK VALVE
C,
HOSE 8188
STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER
EOPT EQUIPMENT MO O MASONRY OPENING SUPT SUPERINTENDENT . ED
LA HARNESSED FLANGED
J
QUICK DISCONNECT AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS:

EW
EACH WAY
MOD
MODIFY/MODIFIED
SUR
SURFACE i
--L--
ADAPTER F2

ITTING

___
1509203 -REFERENCED EMI
IT
EXC
EMH EXCAVATE
EXHAUST MON
MOT MONUMENT
MOTOR SUSP
SW SUSPENDED
SWITCH
CONIC MASONRY UNIT G
ASS HARNESSED SLEEVE
"
T `--- -__ "

EXIST
EXISTING
MID
MOUNTED
SWEID
SWITCHBOARD L - -k-?
TYPE COUPLING -Q YARD HYDRANT OR:
EXP EXPANSION MTG MOUNTING SWD SIDE WATER DEPTH SLEEVE TYPE COUPLING -4 FIRE HYDRANT SEE 1509203--------RE
F
ERENCID
ITEM,
EXT EXTERIOR MULT MULTIPLE SYM SYMMETRICAL BRIO WOOD BLOCKING _
_
_
RDER IN
A
HARNESSED V? SOIL BORING STANDARD DETAILS ARE COMPILED IN APPROXIMATE NUMERIC
L O
FLEXIBLE COUPLING THE BACK OF THE CONTRACT DRAWINGS ON THE Dr DRAWINGS. SUED FOR CONSTRUCTION
008
DESIGNED H&S N CAR CAR DEPARTMENT O THo?
BAR JUNE 2
AT
H OL
?t OL/ F PUBLIC UTIL ITIES O S JOB
H
DRAWN as, S sr°, w
H 7
S RALEIGH
NORTH CAROLINA MEnsuses ONE NUMBER 30799
crIEaED
?? ? SAL `SEAL
A
ZEN AND
AWYER ,
'
GENERAL
INCH LONG ON
-
9463
` ial
E
i
l E
t
i
THE ORIGINAL CONTRACT
NUMBER DRAWING
BER
PROJ.ENGR. JBM P
'
0 r O r
nv onmen
ng
a
neers & Scientists N INDEX ABBREVIATIONS AND LEGEND DRAWING NUM
2 CONSTRUCTION ' c
N0E c c< 5. 4011 w ertehare Blvd, Raleigh, Nedh Carolina 27607 EUSE RIVER PUMP STATION . X1
1 RE GULATORY APPROVAL T s /r?°g y e
MEN ?
r FORCE MAIN
D DATE BY APPROVED .
?I:ID
SHEET 1 OF 12
NO. ISSUE
FOR
NOTES:
1 EXISTING 36' WIDE SIDEWALK SHALL BE REMOVED AS
REQUIRED FOR PIPING INSTALLATION AND REPLACED
AFTER PIPELINE INSTALLATION.
2 THE EXISTING HOLLY BUSHES SHALL BE REMOVED AS
REQUIRED FOR PIPING INSTALLATION AND REPLACED
WTH NEW AFTER PIPING INSTALLATION.
3 THERE ARE APPROXIMATELY 6 TO 8 ELECTRICAL
CONDUITS FROM THE PUMP STATION TO THE
GENERATOR AND FROM THE CP&L TRANSFORMERS,
THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO
THE CONDUIT AND WRING DUE TO THE CONSTRUCTION
WORK,
4 CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES
INCLUDING TELEPHONE SERVICE PRIOR TO ANY
EXCAVATION WORK.
5 CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE
f?flJl FOR PROTECTING FOUNDATION SUPPORT FOR EXISTING
STANDBY POWER GENERATOR AND ALL OTHER
EXISTING UTILITIES DURING INSTALLATION OF NEW
FORCE MAIN. IF NECESSARY, CONTRACTOR SHALL
N INSTALL EXCAVATION SUPPORT SYSTEM TO PROTECT
----- PROPERTY LINE STRUCTURES AND FACILITIES. SPECIFICATION AND
DESIGN OF EXCAVATION SUPPORT SYSTEM IS
EXCLUSIVELY THE RESPONSIBIUTY OF CONTRACTOR.
_ CONTRACTOR SHALL SUBMIT DETAILED DRAWNGS AND
CALCULATIONS ON PROPOSED EXCAVATION SUPPORT
SYSTEM PRIOR TO CONSTRUCTION. BOTH DRAWNGS
AND CALCULATIONS SHALL BE SEALED BY A
PROFESSIONAL NORTH CAROLINA. REGISTERED IN
THE STATE
I I I
-TOPSOIL STOCKPILING AND EROSION CONTROL NOTES:
CONTRACTOR STAGING AREA - 1 ALL EROSION CONTROL MEASURES SHALL BE IN PLACE
--STONE CONSTRUCTION BEFORE, OR AS SOON AS PRACTICAL AFTER, ANY
i ENTRANCE, TYP LAND CLEARING OR CONSTRUCTION ACTIVITIES MAY
EXIST 8' WATER
(MAIN ??? I 0257701R BEGIN.
/ 2 ALL EROSION CONTROL MEASURES SHALL BE
INSPECTED WEEKLY AND AFTER EVERY SIGNIFICANT
LIMITS OF DISTURBANCE, TYR RAINFALL EVENT AND REPAIRED OR REPLACED AS
NECESSARY.
3 EROSION CONTROL MEASURES SHALL BE CLEANED OF
\ ACCUMULATED SEDIMENT WHEN STORAGE VOLUME IS
PROPOSED 36' FORCE MAIN-
CP&L PAD MOUNTED 1/2 OF TOTAL VOLUME OF MEASURE.
_ TRANSFORMERS
4 REMOVED SEDIMENT SHALL BE DISPOSED IN APPROVED
MANNER SUCH THAT FURTHER SEDIMENT TRANSPORT
DOES NOT OCCUR
5 ALL DISTURBED AREAS LEFT EXPOSED SHALL WTHIN
_ 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE
AIR RELEASE MANHOLE 4• PW OF GRADING, WHICHEVER PERIOD IS SHORTER, BE
D2 ? ? PLANTED DR OTHERWISE PROVIDED NTH (TEMPORARY)
- . ------ GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT
- -- 0257701R ?ELEC CONDUIT 1 TO RESTRAIN EROSION.
FOR SEE DWG CONTINUATION, SEE NOTE 3 1..
EXIST SIDEWALK, _ •- i - - " - -----CONTRACTOR 6 (PERMANENT) GROUND COVER SUFFICIENT TO
SEE NOTE 1--- "-- LAYDOWN AREA RESTRAIN EROSION SHALL BE PLANTED OR OTHERWISE
- ---- -- ---- - ------- 1 PROVIDED WITHIN 21 CALENDAR DAYS FOLLOWNG THE
!_? - SILT FENCE, TYP i COMPLETION OF CONSTRUCTION OR DEVELOPMENT,
STANDBY POWER SEE NOTE 12 WHICHEVER PERIOD IS SHORTER, ON THAT PORTION
GENERATOR NEUSE RIVER I 0227000 OF THE TRACT (DISTURBED AREA) UPON WHICH
III
PUMP STA'nON tt_ FURTHER ACTIVE CONSTRUCTION IS NOT BEING
UNDERTAKEN.
EXIST 54' 'EXISTING
LEGEND MANHOLE 7 ANY SOILS STOCKPILED ON SITE SHALL HAVE
SANITARY SERER APPROPRIATE EROSION CONTROL MEASURES INSTALLED
NEW EXISTING AT THE PERIMETER OF THE STOCKPILE AREA. SILT
J FENCING SHALL BE AS PER SPECIFICATION SECTION
-- 02910 - FINAL GRADING AND LANDSCAPING.
..i BUILDING/STRUCTURE
EXIST ELECTRICAL 8 ANY SOILS TO BE STOCKPILED FOR MORE THAN 21
- CONDUIT 8' GRAVITY SEWER CALENDAR DAYS, WHICHEVER PERIOD IS SHORTER,
_ BITUMINOUS PAVEMENT (SEE NOTE 3) ---3EXIST HOLLY BUSHES SHALL HAVE TEMPORARY SEEDING ESTABLISHED
(SEE NOTE 2) SUFFICIENT TO RESTRAIN EROSION AS PER THE
-- CONCRETE CURB REQUIREMENTS OF SPECIFICATION SECTION 02910 -
- ` AND GUTTER FINAL GRADING AND LANDSCAPING.
_ ---EXIST AIR RELIEF -
GRAVEL ROAD MANHOLE 9 ALL EXISTING AND PROPOSED YARD AND CURB INLETS
- - DOWNSTREAM OF DISTURBED AREAS SHALL BE
PROTECTED NTH APPROPRIATE YARD INLET OR CURB
" - CONCRETE PAD/PAVNG INLET EROSION CONTROL MEASURES FOR DURATION OF
CONSTRUCTION ACTIVITIES OR UNTIL SITE HAS BEEN
,t PERMANENTLY STABILIZED . SEE DETAILS 0227001
CONCRETE SIDEWALK AND 0227002, RESPECTIVELY.
10 ALL EROSION CONTROL MEASURES SHALL REMAIN IN
3p0 CONTOUR ji PLACE UNTIL ALL DISTURBED AREAS HAVE BEEN
PERMANENTLY STABILIZED. ONCE ENTIRE AREA HAS
EXIST 24' BEEN STABILIZED, TEMPORARY EROSION CONTROL
X302.00 302.00 SPOT ELEVATION ( FORCE MAIN ATTENTION CONTRACTORS MEASURES SMAY BE REMOVED
I ED AND LOCATIONS
MULCHED PER
SPECIFICATION SO AS TO BE RETURNED AS CLOSELY
--- -- -- PROPERTY LINE The Construction Contractor responsible for the extension ofwater, AS POSSIBLE TO ORIGINAL COND111ON.
responsible 0,
sewer, and/or reuse, as approved in - - - -- these mplans, is eM at 8191 831-681
--- CONSTRUCTION LIMITS contacting the Publa Works De 11 GRADING AROUND STRUCTURES STALL ENSURE
-z-X-><- FENCE and the Public Willfies DepartmelMat181g1651d5/0 atleast POSITIVE SiORMWAIER RUNOFF FROM STRUCTURES.
(RESET/NEW)
(RESET/NEW) twenty four hours prior to beginning any of their construction. 12 SILT FENCE SHALL BE CONSTRUCTED AS PER DETAIL
APPROXIMATE Public 0227000, INCLUDING INSTALLATION OF STEEL POSTS
WOODUNE Se%\ er Collection / Extension SCSIem Failure to notify both City Departments in advance of beginning AND GALVANIZED WRE FABRIC.
YARD PIPING The City of Raleigh consents to the connection and extension or the Citys construction, will result in the issuance of monetary
public sewer system as shown on this plan The material and Construction fines, and require
-AY----b1? SILT FENCE methods used for this project shall conform to the standards and reinstallation of any water or sewer facilities not inspected as a result of
SITE PLAN specifications of the City s Public Utilities Handbook. this notification failure,
PERFORATED pSTUTURBED RBED AREA:
P
SUBDRAIN PIPE ERFORATED PU ON: 0.20 ACRES 12p' C,n-,,txalrqzh Failure to call for inspection, Install, a Downstream Plug, have
rdmn? ohw,? n:1»?„<,u e<aun n _ Permitted Plans on the Jobslb, or any other Violation of City of
10 • MANHOLE PIPELINE: 1.55 ACRES Raleigh Standards will result in a Fine and Possible Exclusion from
aan,x,z,ruw rnonsmmr _ future work in the City of Raleigh,
TOTAL AREA: 1.75 ACRES D
ISSUED FOR CONSTRUCTION
THE SCALE BAR DATE JUNE 2008
DEDRS,S(7l,EO JBM J9M ?o?1a CAR° CAR "DEPARTMENT OF PUBLIC UTILITIES SHOWN BELOW
H &S JOB
BRC
° MEASURES
9 v RALEIGH NORTH CAROLINA ONE NUMBER 30799 CHECKED •VH1nr+ AL SEAL HAZEN AND SAWYER GENERAL INCH LONG ON CONIRICT DRAWING
9463 j0118 Environmental En & Scientists THE ORIGINAL NUMBER NUMBER
PROD' acR JBM ?0 F"c"L 'Z / 4011 WesChose Blvd, Raleigh, North CIneersaroline 27607 NEUSE RIVER PUMP STATION SITE PLAN oRAVnNG. 1 G1
2 CONSTRUCTION dFR? DvFS°?lly?o3 ??HE??,
REGULATORY APPROVAL 41l I'N S B. M6 yl FORCE MAIN
NO. ISSUED FOR ATE BY APPROVED 4?lz?DQ SHEEt OF 12
?I
I
N LIMITS OF CONSTRUCTION
(TYP)
SILT FENCE-
(TYP)
22.50 BEND
STA 9+11.44
OO X45' BEND ?
STA 11+55.05
I 11+00 10.+00
t7
I O
45' BEND
STA 11+63.12--J
L
PROPOSED 36• FORCE MAIN
MH 419 EXIST MH
RIM = 198.45± I RIM = 195.83±
INV = 182.75± - . ll 30, ,' INV = 182.94
EXIST 60 RCP----- JCO
/?-- EXIST 66 RCP
200
195
190
185
180
175
170
165
160
155
150
145
11.25 BEND \
STA 6+61,59
C / \
Sj
CW g P?St??
EREa EX MH
?P RIM = 175.53
INV IN = 166.43
INV OUT = 166.23
PLAN
1:50
- BEND
ST 64.67
x??+00
90 BEND
STA 3+9218
- --- SILT FENCE
(TYP)
-- SURVEY BASELINE
-- AIR RELIEF MH„
STA 1+31.00
SEE DETAIL 1/02
- -EXIST PUMP STATION

/ -REFER TO 0WG G1
/ FOR DETAIL OF
? PUMP STATION AREA
? i

i
1-T morn -11t
EXIST MH
-
RIM = 171.90 --
INV IN 160.20
INV OUT = 157.98

?

EXIST 8" GRAVITY SEWER
----
NOTES:
I, SEE SPECIFICATIONS FOR PIPING
MATERIAL.
2. EXISTING GROUND SURFACE ELEVATIONS
TAKEN FROM WAKE COUNTY CIS
TOPOGRAPHIC SURVEY INFORMATION.
CONTRACTOR SHALL FIELD VERIFY ALL
ELEVATIONS BEFORE CONSTRUCTION.
3. CONTRACTOR SHALL CONTACT NC LAND
QUALITY SECTION AT [phone]
AT LEAST TWO (2) WEEKS PRIOR TO
BEGINNING CONSTRUCTION TO ARRANGE
PRE CONSTRUCTION MEETING.
4.NO CONSTRUCTION OR LAND
DISTURBANCE ACTIVITIES MAY BEGIN
UNTIL ALL PERIMETER EROSION
CONTROL MEASURES AND
CONSTRUCTION ENTRANCES HAVE BEEN
INSTALLED IN LOCATIONS AS SHOWN ON
THE CONTRACT DRAWINGS.
5. CONTRACTOR SHALL USE WATERBARS
(SEE DETAIL 1/D3) OR OTHER
APPROVED WATER DIVERSION MEASURES
TO CONTROL RUNOFF IN DISTURBED
AREAS OF PIPELINE CORRIDOR DURING
CONSTRUCTION ACTIVITIES.
6. CONTRACTOR SHALL NOT EXCAVATE A
GREATER LENGTH OF PIPE TRENCH
EXIST MH THAN CAN BE INSTALLED, BACKFILLED,
I ? I
i :
oa
M m
m i
EXIST GRADE 0
SURVEY BASELINE

1 I NV 1_65.1° STA 2+ 64.67
5 MJ BEND D
4
?
ATTENTION CONTRACTORS
11.25 MJ
'BEN 45 MJ BEND I CRABTREE CREEKI

END
1
1
25 The Construction , as Contractor in these she responsible extension ewater,
sewer, and/or reuse, as approved in these plans. is for
1
B
.
_
_ STA 6+61.59
• conhctfn the Public Works Department al(9/9) 831.8810.

I
- and the Public lltlliNes Department at 919 857.4818 as least

Public twenty four hours nor to beginning an of their construction.

prior any of their construction.
Sewer C'ollectfat
L
n
o
'
d exten
4
MIN COVER Tce
Raleigh nsenlon of
? i_
Citq of
rts
?tion
m
to
the
con aRer
of the Grys
a
- -- -

Failure to notify both City Departments in advance of beginning

I
public
server
system
as sh
uwn
on
this
plan. The masrlal and Coretmclion instruction, will result in the issuance of monetary fInes, and require
methods used for this project shall conform to the standards and
' renstallatlon of any water or sewer facilities not inspected as a result of
specifications of the City
s PuoGc U III Handbook_
1 PROPOSED 36" FORCE MAI this notification failure.
N
Cit
ofRala
4
al.gh

Failure to call for Inspection, Install Downstream Plug
have

-.. i _. _._ , - .-..... ... _.... _ _ _. _ _
Pu6
e
es Department Penritp ,
Permitted Plans on the JobsNe, or any other Vlohdon of City of

Autho
i neuon to Canton
Raleigh Standards will result in a Fine and Possible Excluafon from
1 future work in the City of Raleigh.
Date
I 45 MJ BEND -------_45' MJ BEND ''.
140 ?-
13+50 13+00
DESIGNED 18M
DRAWN EWN
CHECKED SavyL
PROJ. ENGR. JBM
CONSTRUCTION
REGULATORY APPROVAL G t2 HF J
yV n'BY APPROVED
ISSUED FOR\Lm .,,., auMt'IDATE
vruu a+uu o+UU 1+vv PROFILE o+uu 5+00
VERT: 1" = 5'
HOR: 1" = 50'
CA p
pR?? Rr7 / Q- R ,,
e?EE ?o ?a``SSIO"9 ?9
CA HAZEN AND SAWYER
SEAL
9463 W alto Environmental Engineers & Scientists
a S GINE? 4011 WestChose Blvd, Raleigh, North Carolina 27607
FR S. F 1 03
B. M 4/1 TOP
4+00 3+00 2+00
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NORTH CAROLINA
NEUSE RIVER PUMP STATION
FORCE MAIN
AND STABILIZED IN ONE DAYS WORK.
7. CONTRACTOR SHALL USE COFFERDAM
AS DETAILED ON DRAWING 02, OR
OTHER APPROVED METHOD, FOR
OPEN-CUT STREAM CROSSING.
MAXIMUM WIDTH OF DISTURBANCE
ALLOWED FOR ANY METHOD USED IS 40 ,I
FEET. COFFERDAM SHALL NOT EXTEND
MORE THAN 3 WIDTH OF STREAM AT
ANY ONE TIME DURING CONSTRUCTION.
200
8. ALL DISTURBED AREAS LEFT EXPOSED
SHALL, WITHIN 21 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE
PRCVIDED WITH TEMPORARY GROUND
195 COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
9. PERMANENT GROUND COVER SUFFICIENT
TO RESTRAIN EROSION SHALL BE
PLANTED OR OTHERWISE PROVIDED
190 WITHIN 21 DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT,
ON THAT PORTION OF THE TRACT
(DISTURBED AREA) UPON WHICH
FURTHER ACTIVE CONSTRUCTION WILL
185 NOT BE TAKEN.
10. EROSION CONTROL MEASURES SHALL BE
CLEANED WHEN SEDIMENT VOLUME
REACHES 1/2 OF TOTAL VOLUME OF
MEASURE.
180 11. ALL SEDIMENT REMOVED FROM EROSION
CONTROL MEASURES SHALL BE
DISPOSED OF IN A SUCH A MANNER
THAT FURTHER SEDIMENT TRANSPORT
DOES NOT OCCUR.
175 12. ALL EROSION CONTROL MEASURES
SHALL REMAIN IN PLACE UNTIL
CONSTRUCTION IS COMPLETE,
PERMANENT VEGETATION IS
ESTABLISHED ON ALL DISTURBED
170 AREAS, AND CONTRACTOR HAS
OBTAINED APPROVAL FROM NC LAND
QUALITY SECTION AT [phone]
OF ALL SITE STABILIZATION MEASURES.
AREA OF EACH EROSION CONTROL
MEASURE SHALL BE REGRADED AND
165 SEEDED TO MATCH ORIGINAL CONDITION.
13. LOCATION OF JURISDICTIONAL STREAM
BANKS AND NEUSE RIVER BUFFER
BASED ON ENVIRONMENTAL FIELD
INVESTIGATION CONDUCTED ON
60 -- - BY:
ECO9CIENCE
1101 HAYNES STREET
SUITE 101
RALEIGH, NC 27604
[phone]
155 14. MAINTENANCE OF EROSION CONTROL
MEASURES SHALL BE CONDUCTED BY
THE APPLICANT NAMED ON THE COVER
SHEET OR ITS DESIGNATE.
150
145
140
1+00 0+00 -1+00
ISSUED FOR CONSTRUCTION
36r FORCE MAIN
GENERAL
PLAN AND PROFILE
ITHE SCALE BAR DATE JUNE 2008
SHOWN BELOW H k S JoB
30799
MEASURES ONE NUMBER
I. INCH LONG ON CONTRACT DRAWNC
THE ORIGINAL NUMBER NUMBER
DRAWING. 1 G2
?I
I
SHEET
OF 12
k
?O
SID BEND
STA 5+52.fi8

EXISTING HVAC DUCT - \
24' DIP OISut,
CL 161.00
I 1
liO.
---CONTRACTOR SHALL CORE DRILL
OPENING IN WALL TO ACCOMODATE
36' WALL PIPE
UP REMOVE AND RELOCATE
_ EXISTING FAN
REMOVE EXISTING HVAC DUCT '
AS SHOWN EL 16000
PUMP NO 3
EXISTING 30'x 30' HVAC DUCT I,
NO 1 PUMP NO 2
PUMP
EXISTING ALUMINUM ICI
EQUIPMENT PLATFORM
AND ACCESS LADDER
?-EXISTING 30'x 30' HVAC DUCT
I 1 -
I fi I ,
_ I
REMOVE EXISTING BLIND
l 1 FLANGE I
t_ - ? - *' REMOVE EXISTING 30'x 30' HVAC DUCT
.. _.._ ?' U ", f- •:, 1 . _- r. AS SHOWN
I I
A
I??_ ---- REMOVE AND RELOCATE
EXISTING FAN
I 1 I
--EXISTING WALL MOUNTED
WETM
WETXLL NO. 2 - __.._u NO. 1 LIGHTING TO BE RELOCATED
-- TO AVOID NEW PIPE SUPPORTS-_?.
EXISTING HVAC DUCT
- EXISTING SLIDE
CATES, T1P
7777777-1;
? L
f - -- EXISTING PROPORTIONAL -REMOVE EXISTING ALUMINUM •! I
WEIR EQUIPMENT PLATFORM
'-, I - - - - - '. AND ACCESS LADDER i
*- IN CHANNEL GRINDER EXISTING (DISCONNECT y
II SWITCH SEE NOTE 1 II
MANUAL BAR SCREEN
EL 136 00
Public
Setter Collection / Extension Scstem
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.
City 4Raleigh
Pubhi T9piur, DI-fn-,1 P-,w _
Amlwumfiai io caiFmia
Dale
NOTES;
1 REMOVE AND SCRAP EXISTING 30A 600V DISCONNECT
SWITCH ASSOCIATED WTH EXHAUST FAN, REMOVE
AND SCRAP CONDUIT AND HIRING BETWEEN
DISCONNECT SWITCH AND EXHAUST FAN MOTOR.
REMOVE AND SCRAP CONDUIT BETWEEN DICONNECT
SWITCH AND WALL, LEAVING WRING INTACT FOR
REUSE.
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plane, is responsible for
contacting the Public Works Department at [phone],
and the Public Utilities Department at (919) 857-454 9 at least
twenty four hours prior to beginning any of their construction.
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 Jobshe, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Excluslon from
future work in the City of Raleigh.
DESIGNED JBM CSRO? CAROB, DEPARTMENT OF PUBLIC UTILITIES
ORAM4 BRC ?opaf so .? ?o??QaESS,oti y9 u?t/ r?EN AND SAWYER RALEIGH, NORTH CAROLINA PUMP STATION - MODIFICATIONS
CHECKED •1?'1 SEAL li IJ MECHANICAL
9463 10118 Environmental Engineers & Scientists
PROD. EMGR. JBM P°? fmclNC?-? o?? ° 4011 Wn,iChare arod, Raleigh, Ner11h Cnrelina 27607 NEUSE RIVER PUMP STATION DEMOLITION PLAN AND SECTION
/?'? FRr s oxF ih?l° ph B. MEEK FORCE MAIN
APPROVED 611216P
fwoucu run %,tJlva t nut, i fufv
THE SCALE BAR DATE JUNE 2008
SHOWN BELOW H R 5 JOB 30799
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. M1
SHEET ¢ OF 12
SECTION A
?A? REMOVE EXISf1NC HVAC
i?}-_ Z-- !!a
t-
24' DIP OISCH, /
CL 167.00-
INSTALL NEW 24' MAG
METER IN VERTICAL
SEE B/M3
NEW ACCESS PLATFORM AND
STAIRS (SEE STRUCTURAL DWGS)
PUMP NO 1 PUMP NO 2
c
M3 - NEW 36' FORCE MAIN
I ? 1509222
-}- - -}-,(- --- J1509207
NEW 304 SST 30' 3C' HVAC DUCT
PUMP NO 3
?PUMP?JO ? i
/.. 17 F I ? -II
4-?4\
ALL SUPPORTS FOR NEW HVAC DUCT
SHALL BE PER SMACNA
E
M4
1509404
INSTALL NEW 30' DIP
_._7.6
- - FIXED PIPE SUPPORT, SEE DET 2/M4
INSTALL NEW 30'e 24'
RED 90' BEND
B
- - M3

-. EXISTING HVAC DUCT

l .? V ? _
T 15W404

' -EXISTING 24'
° DIP
-INSTALL NEW 24 WALL PIPE, TYP
-FIXED PIPE SUPPORT, SEE DET 2/M4

WETWELL NO. 2 WETWELL NO. 1
EXISTING SLIDE _
GAZES, TYP
- EXISTING PROPORTIONAL
HEIR

/ a- - IN CHANNEL GRINDER
i
MANUAL BAR SCREEN - ?

Public
Serer Collation Estenninn Salem
The cry a tetgn ¢mamb a me mnennn end evrenskn ¢Iwe Lsy1
Walk
us. aadhr eh nn¢.e¢¢m'nden The meealant LOnmvGm
mxnod m'n Prged still, ti --
Gin dRdid
P?H?l?nlrsn ppaxs¢r Pair= ____
ATTENTION the -- Ind -il spek,lten¢nr 'I Cay'R Ptak IlmEnxk.
ATTENTION CONTRACTORS
The CansfgMbn Cmf=W reeponsbie fa One eaeneoo of rMer.
serer, andiormae, ea apOros'ad'in Thiess plane, is rapoaebfor
carlaalns to Publk Works Departmental roraf $314610.
and the Publk UtWlbs Department at Nrel 1151a Taut
nrph four Mersa pray to Eepv'nmg any of their -Inclr.
Failure a nobly bdhChy Dpaantane oad,-.1 begin-V
Wnuraaaon, will laaee to 4awnce of monalMy final anal raw"
rei rabton of any wow or abler fai Ml mspKied as a reautof
I'm noNicefon failure
.
Failure to call for Arepaa w. fawaDownwrm PI Abe
Peani ed Phe on theJebata, ormtother Wall Of Cifyol
/Wall SfanMrdeea -t N a IandPaaal6b Eh al
NNre wn, in the City afRaNltl
1
NO.
DRAWN Dn?
CHECKED All"
PROJ. ENGR. JBM
BY APPROVED
ARC/ v
4 9r
9463
?0? FWCME`?? V??? A8
FRT S p?F ?frv?
EXISTING 54' DIP INFLUENT EXISTING
RTU
2/C X16TPS, 3/4'C-
2#12, A12GNq 3/4'C
G
FLOW TRANSMITTER WIRING DIAGRAM TYP
CAROB, DEPARTMENT OF PUBLIC UTILITIES
aeolESS'0, 29 RALEIGH, NORTH CAROLINA PUMP STATION -MODIFICATIONS
SEAL HAZEN AND SAWYER MECHANICAL
10 is Environmental Engineers & Scientists
??, 4011 WeslChose Blvd, Raleigh, Norih Carolina 21601 NEUSE RIVER PUMP STATION PLANS
5h B. MEN v FORCE MAN
EXISTING
LP-1
1
1
ii LP
SEE NOTE I
EXISTING MCC
RTU
-------------?--- 5'-0' SO AL FLOOR HATCHES - ?

f
I
MINI
POWER
ZONE
I.
',--6'-4't 5'-0' HATCH
L_
FFL EL 180.00±
LP-1 ....
1116-TPS, 3/4'C
1101 RTU
-MCC AUX
aTU
(490 VAC PANEL)'
FE-100

PUMP CONTROL PANEL
ATS 2- ,
a
9
?? --NEW FIT-100 (SEE NOTE 6) AND
IAA NEW FIT-101 TO BE INSTALLED
BELOW THE NEW FIT-100
? I
- -
? HYDRAULIC POWER PACK
I
I
j FOR IN-CHANNEL GRINDER'

- HYDRAULIC PIPING
ON
i I I

i
i

I
/ l
TOP PLAN
1/4'=1'-0'
NOTES:
1 CONTRACTOR SHALL ADD A 20A, 1P BREAKER IN
EXISTING LIGHTING PANEL LP-1 FOR FEED TO
FIT-101. THE SHORT CIRCUIT RATING OF THE
BREAKER SHALL MATCH THE RATING OF LP-1.
2 ALL CONDUIT AND FITTINGS SHALL BE RIGID
GALVANIZED STEEL.
3 ALL POWER WRING SHALL BE STRANDED 600V
THHN/THWN.
4 TWSTED PAIRS SHALL BE OKASEAL-N TYPE SR-OS
AS MANUFACTURED BY OKONITE OR EQUAL.
5 FOR STRUCTURAL STEEL NOTES, SEE DWG Si.
6 CONTRACTOR SHALL REPLACE EXISTING FLOW
TRANSMITTER AND INSTALL NEW CONDUIT AND WIRE
TO THE EXISTING RTU AS SHOWN. INSTALL NEW
WIRE FURNISHED BY TRANSMITTER MANUFACTURE
FROM THE TRANSMITTER TO THE NEW MAGNETIC
FLOW METER IN EXISTING CONDUIT.
ISSUED FOR CONSTRUCTION
THE SCALE BAR DATE JUNE 2008
SHOWN BELOW H e s JOB 30799
MEASURES ONE NUMBER
NCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. 1 M2
SHEET 5 OF 12
NOTES:
I ALL STRUCTURAL STEEL SHALL BE HOT-DIPPED
GALVANIZED.
2 CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING
ANY MODIFICATION TO EXISTING FORCE MAIN REWIRED
FOR INSTALLATION OF REPLACEMENT MAG METER.
3 EXISTING MAG METER SHALL NOT BE REMOVED FROM
SERVICE UNTIL NEW FORCE MAIN AND ASSOCIATED
MAG METER ARE OPERATIONAL.

,e
I ? I CL 167.00

' I
?
1 INSTALL NEW 30 FLANGED
--
-

3 EXISTING 24' 90' BEND '
- -
_ ADAPTER -- - -f

i
EXISTING CONCRETE
y STRUT BEAM
i

INSTALL NEW 24' DIP

INSTALL NEW 30' MAC
v METER (FE 101)
' xl INSTALL NEW 24' FLANGED
`
w,- -? ADAPTER -- ,
EXISTING SUPPORT NEW ACCESS PLATFORM

\ SEE STRUCTURAL DWGS -- - t
' REMOVE EXISTING FLOW
\ -
METER AND REPLACE WITH

'
' NEW MAC METER (FE-100)
EXISTING PLATFORM
x 24
INSTALL NEW JO
'
AND ASSOCIATED PIPING-
I I 1
BEND
RED 90

I
' DIP --
EXISTING 24'x 16' TEE REPLACE EXISTING 24' DIP
' INSTALL NEW 30
S DIP, TIP
NTH NEW 24
INSTALL NEW 24' FLANGED
ADAPTER -
I
CONNECT NEW 24' OP TO
EXISTING 24' 90' BEND,
- / INSTALL NEW 24' DIP SEE DETAIL __-
' M4
1 PV1
INSTALL NEW 24 EXISTING 24' DISCHARGE, I

t CL 15067±--
)

I
L

I

FINED PIPE EXISTING

r
r
SUPPORT, ... SUPPORT INSTALL NEW 30' 90' BEND - 5 10' MIN
--?
SEE DIET
-
-

j 2/M4
EXISTING HVAC DUCT

,
PI SEE PE 1SUPPOR T WALL
MOU
TED DLIGHTING
509404 Li

NEW HVAC DUCT- -
- -?

;
L
,
i'.
ji
-INSTALL NEW 36'x 30'
RED 90' BEND
_'...___._'I
X
EXISTING 30'x 30' HVAC DUCT f
-CONNECT NEW HVAC DUCT
TO EXISTING DUCT
NEW 304 SST, 30'x 30' HVAC DUCT
ALL SUPPORTS FOR NEW HVAC DUCT
SHALL BE PER SMACNA
INSTALL NEW 30' DIP
FIXED PIPE SUPPORT, A\ V
SEE DEi 2/M4 - JQ\\\yV?yl
-PIPE SUPPORT, r
SEE 1509404 - -?
RELOCATED WALL I I
MOUNTED LIGHTING - ?-II
I ?II
-RELOCATED FAN L h
EXIST 2' NPW? -- 0331600
?'\--EXIST 24' WALL PIPE T
NTH BLIND EEG EL 136.00
' I
i
SECTION B REINSTALL FAN AS CLOSE TO SECTION C
WALL AS POSSIBLE
M2 /a' 1-0' M2
EXISTING SLIDE GATES, TYP
r
EXISTING PROPORTIONAL WEIR
IN CHANNEL GRINDER
/ EXISTING 54' DIP INFLUENT I
INV 146,70
j
EL 15300
t I I
t I (-
?I
it
1 ? 1 I I ilTll
i i I III I'I I ?,jl Ilil'
I 1 1i _.. EL 14670 ._..I
Public
SeA4er Collection / Extension System
The City of Raleigh consents to the connection and extension of the City s
public sewer system as sho vn on this plan. The material and Construction
methods used for this project shell conform to the standards and
specifications of the City s Public Utilities Handbook.
C;q ofRaleigl,
Pab6c (Thhhes Dg-11-10 Permn
.Atifli-h„t toQmymlm
fete _
DESIGNED BRM
DRAWN BRC .?? CARD

CHEGI(m L
4;
9463
PROJ. ENGR. JBM O CINEEA
(RUCTION

RY APPROVAL 1 1.1
1
.,, n nI'T 1 rr1 APPROVED HA ZEN AND SAWYER
"
Environmental Engineers & Scientists
4011 WeslChase Blvd, Raleigh, Nodh Carolina 27607
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NORTH CAROLINA
NEUSE RIVER PUMP STATION
FORCE MAIN
PUMP STATION - MODIFICATION
MECHANICAL
SECTIONS
EL 180.00

ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, isresponsible for
eon tM the Public Works Departnenlat t9 e51.99fq
and the Public Utilities Departmental (919) 857-4 at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary Ones, and require
reinstallation of any water or sewer facilities not inspected as a result of
this notification failure.
Failure to all for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsile, or any otter Vioiadon of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
ISSUED FOR CONSTRUCTION
THE SCALE BAR (DATE JUNE 2008
SHOWN BELOW iH b S JOB 30799
MEASURES ONE (NUMBER
INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER '.?.
DRAWING. 1 M3
I SHEET 6 OF 12
NOTES:
1 FURNISH AND INSTALL (1) 30A 600V NON-FUSIBLE
DISCONNECT SNITCH ON WALL AS SHOWN. INSTALL
NEW CONDUIT FROM EXISTING CONDUIT RUN TO NEW
DISCONNECT SWITCH, UTILIZE EXISTING WIRING LEFT
FROM REMOVAL OF ORIGINAL S'MTCH, FURNISH AND
INSTALL NEW 8' CONDUIT AND M12 WIRING FROM
DISCONNECT SWATCH TO RELOCATED EXHAUST FAN
MOTOR.
HSS 5X5%3,
STRUCT TUL
4- 3/a'o i
ANCHORS A
SUPPORT W
MIN EMBED
DETAIL
M3
3/4'=1'-0'
5 5/8'
EXIST CONIC
WALL \
HSS 5%5X3/8 SIUCT
TUBING, TYP
THREE SIDES
4- 3/4'0 ADHESIVE
ANCHORS AT EACH
SUPPORT W/ 6 5/8'
MIN EMBED
6
SECTION o
1/2'-I'-O' M4
1 1/2' STEEL
PLATE, TYP
5/16
I
1
4-1'0 ADH AND
W/8 1/4' MIN
EMBED, 8 1/4' MIN
SPACING
I/4?r
3/4'x12'xl2' PL -
HSS 4.4x3/8' BRACE /
-r
2
SIDES, TYP
1
I -
EXISTING WALL SEE DETAIL 3
-- '4
4
-
1'0
ADH
AND W/
f
1
8
4'
MIN
MIN 5' SPACING - r- ?
I ?
j _ EL 148.67 }
----FLANGE CO
t
-HSS 4.4x3/8' BRACE
--PIPE OD ?. -W12x72 -'5/1617
1/2' THICK SUPPORT
3/1-6 L
1 "
PLATE-DRILL TO MATCH
PIPE FLANGE-BOLT TO
FLANGE WITH LONGER BOLTS -HSS 4x4x3/8' BRACE
'
'
'
'

140' ---1/2' STIFFENERS (6 REOD) x4
x3/8
x8
-L4
LNG
®
® 4 SIDES
® ® ® 3/16 7/16

J 2 4-1/2'0 ADH AND W/4 1/4' MIN
_. EMBED, MIN 7' SPACING
W12
-
3/8'x10'.10' PLATE
1/4 SP, 1/4 SP, 6-7'0 A325 BOLTS
SECTION VIEW
TYP TYP 1/2'xl3'x S-5' SOLE PLATE (REFER TO PARTIAL VIEW ABOVE)
DETAIL 3
3/4'=1'-G' M3 DETAIL F-271
1/2'=1'-O' M3
EL 180.00
NEW 304 SST, 30'x 30' HVAC DUCT
ALL SUPPORTS FOR NEW HVAC DUCT
SHALL BE PER SMACNA
NEW 30' DIP
EL 136.00
ATTENTION CONTRACTORS
The Cbnshr lkw ComndrresponsWe for the extension ofwifil
saner, and/or reuse, U epV..d in it-plan., h responsible for
connctlnane Publk Works Departmentat t919) 031{01g
am pne PuWNo urnmes Dpa nnnte< lots) en.esw at wa.t
twenty four noun prior to beginning any of their construction.
Future to notify both CityDaprenrrr in adeame of beginning
tonstruclon. we resup in the ufuame of Monetary On Aron retulre
ranslallaion of try war or sawn facRtksa not Inspected as a neu of
this notificatwn hllun.
Failure to call forln pemm. trims. Don.laftesnr Plug, here
Prrin.d POWs on the Joliette, d any other MbistlceofChyOf
RNSIgh Stands we rUW n. FiUmd POUWa&Cluglon irons
fdun work in the City of Raleigh
ISSUED FOR CONSTRUCTION
DESIGNED JBM
Cn0O CaRO/ DEPARTMENT OF PUBLIC UTILITIES THE SCALE BAR DATE JUNE 2008
DRAWN BRC o a o 1csG,o ti PUMP STATION -MODIFICATION SHOWN BELOW H & s JOB 30799
CHECKED •? e , v SEAL?r 9 HAZEN AND SAWYER RALEIGH, NORTH CAROLINA MEASURES ONE NUMBER
9463 INCH LONG ON
Dlle
PADJ ENCR JBM A o Environmental Engineers & Scientists MECHANICAL CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
2 CONSTRUCTION ?BFR?GINEEm?o? pe s10 4611 WesiChase Blvd, Raleigh, Norm Carolina 27607 NEUSE RIVER PUMP STATION SECTIONS AND DETAILS DRAWING' 1 M4
T REGULATORY APPROVAL Y S. D !, JN'' ti B. MEE FORCE MAIN
d/0, ISSUED FOR DA BY APPROVED 6 I OP ??
SHEET 7 OF 12
EXISTING CONCRETE
STRUT BEAM
-?
EL 158,00
\` II i
i I
1
I r
NEW ACCESS PLATFORM AND
STAIRS (SEE STRUCTURAL DWGS)- V
NEW 304 SST, HVAC DUCT ALL
SUPPORTS FOR NEW HVAC DUCT
SHALL BE PER SMACNA
EXISTING HVAC DUCT
EL 147.001
?.
CONNECT NEW HVAC DUCT
TO EXISTING DUCT 4-
1
0
i
it N I
RELOCATED FAN
L INSTALL NEW DISCONNECT
SWITCH (SEE NOTE 1)
SECTION E
Public -
SrnerCdlection, Extension System
Tn. Cry d R,I"h...-1, t. n. rmn.teon aml--k,n Tee C.y1
µak,-lya.n.s.hwm m this pill. The mineral ,it Cannmoem
menoa usedW we prq.dshae-f,, n ro m, d.ndat, .it
.p«nenm, Nth. City. Puak U.ke, H.nmaak.
Cron nrP..kte
Po.IxnNxio Dep.a.rm Pemiir<
.?newawioomc.rmd
Die
I,I ?I i
Jul

PARTIAL PLAN VIEW @ EL 148.67
NON-SHRINK GROUT IN PIPE PENETRATION,
SEE DETAIL I/SI j SEE NOTES 8 k 9
J
_ EXPANDING RUBBER WATERSTOP,
SEE NOTE 10

Public
Seder Collection/ Extension Sv stein
The City of Raleigh consents to the connection and extension of the City s
public sewer system as shown on this plan. The malarial and Construction
methods used for this protect shall conform to the standards and
specifications of the City's Public Utilities Handbook
Cm nIRAl ieh
rNk,hc Utihl- Degnnwent Pmn t _
Aml.>nr,,nark.cooHn,ot
Unte
2
NO.
- PIPE SUPPORT, SEE
MECHANICAL DWGS, TYP
ATTENTION CONTRACTORS
The Construction Contnetorresponsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contactin the Public Works Department at(919) 631.6610,
and the Public Utllides Department at 11a57 /610 at least
twenty four hours prior to beginning any of their construction.
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 insr ected 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 Fine and Possible Excluslon from
future work in the City of Raleigh,
DESIGNED TSD
DRAWN TSD
CHECKED
PROJ. ENGR. JEIM
?N CAR
??? f r Y9
L9
9463
_P O6 FHGMCE? 0?? rC
\ Gl
FgTS? I
?,0 CAR02i
0 pOT Ss
? a
?pQ?p?r?pq
Sj "vU V
?AhER t Q
HAZEN AND SAWYER
Environmental Engineers & Scientists
4011 WeslChase Blvd, Raleigh, North Caraiina 27607
DETAIL 1
3/4'-1 -0' SI
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NORTH CAROLINA
NEUSE RIVER PUMP STATION
FORCE MAIN
RAIL,
DETAIL
TYP
PUMP STATION - MODIFICATIONS
STRUCTURAL
PLAN SECTIONS AND DETAILS
NOTES:
1. ALL STRUCTURAL STEEL USED FOR PIPE SUPPORTS
SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF THE AMERICAN INSTITUTE OF
STEEL CONSTRUCTION'S (AISC) 'CODE OF STANDARD
PRACTICE' STRUCTURAL STEEL SHALL CONFORM TO
ASTM A572, GRADE 50. CONTRACTOR SHALL SUBMIT
SHOP DRAWINGS FOR PIPE SUPPORT STRUCTURAL
STEEL INCLUDING LAYOUT DRAWINGS, JOINTING DETAILS,
ANCHORING DETAILS, AND CONNECTION DETAILS.
2. ALL STRUCTURAL ALUMINUM SHALL BE ALLOY
6061-T6, MILL FINISHED, AND SHALL BE IN
ACCORDANCE PATH THE REQUIRMENTS OF THE
ALUMINUM ASSOCIATION SPECIFICATIONS. STRUCTURAL
SHAPES SHALL CONFORM TO ASTM 8308 AND PLATES
SHALL CONFORM TO ASTM 8209-ALLOY 6061.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR
PLATFORM STRUCTURAL STEEL INCLUDING LAYOUT
DRAWINGS, JOINTING DETAILS, ANCHORING DETAILS,
AND CONNECTION DETAILS.
3. ALL BOLTED STEEL CONNECTIONS SHALL BE MADE WITH
HIGH STRENGTH BOLTS AND ASSOCIATED NUTS AND
WASHERS ALL MEETING REQUIREMENTS OF ASTM A325
OR ASTM A490.
4. ALL BOLTED ALUMINUM CONNECTIONS SHALL BE MADE
WITH 304 SST BOLTS AND ASSOCIATED NUTS AND
WASHERS ALL MEETING REQUIREMENTS OF ASTM F593.
5. ADHESIVE ANCHORS SHALL BE THREADED RODS
ANCHORED INTO CONCRETE WITH AN APPROVED
ADHESIVE SYSTEM SUCH AS EPCON SYSTEM A7, C6,
OR G5, BY ITW RAMSET/REDHEAD, HIT HY-150 OR
RE-500 INJECTION ADHESIVE ANCHOR SYSTEM BY HILTI,
INC, OR APPROVED EQUAL. ANCHORS SHALL BE
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.
6. ALL WELDING SHALL BE DONE IN THE FABRICATION
SHOP BY CERTIFIED WELDERS IN ACCORDANCE WITH
THE REQUIREMENTS OF THE AMERICAN WELDING
SOCIETY (AWS). ELECTRODES FOR WELDING STEEL
SHALL COMPLY WITH AWS CODE, USING E70 SERIES
ELECTRODES FOR SHIELDED METAL ARC WELDING
(SMAW). ELECTRODES FOR WELDING ALUMINUM SHALL
COMPLY WITH AWS CODE AND THE ALUMINUM
ASSOCIATION SPECIFICATIONS.
7. ALL STRUCTURAL STEEL AND HARDWARE SHALL BE
HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM
A123,
8. NON-SHRINK GROUT SHALL CONFORM TO ASTM C1107,
GRADE B OR C. GROUT SHALL HAVE A MINIMUM
28-DAY COMPRESSIVE STRENGTH OF 7,000 PSI AND
SHALL BE EUCO N-S BY EUCLID CHEMICAL COMPANY,
SIKA GROUT 212 BY SIKA CORPORATION, OR APPROVED
EQUAL.
9. REINFORCING STEEL SHALL CONFORM TO THE
REQUIREMENTS OF ASTM A615 FOR GRADE 60 BILLET
STEEL REINFORCING.
10. EXPANDING RUBBER WATERSTOP SHALL BE AEEKA
ULTRA SEAL MC-2010M BY ASAHA DENKA KOYGOKIK,
HYDROTITE CJ-1020-2K BY GREENSTREAK PLASTIC
PRODUCTS OR APPROVED EQUAL WATERSTOP SHALL
BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
REQUIREMENTS
11. ALUMINUM GRATING SHALL BE OF I-BAR TYPE AND
SHALL CONSIST OF EXTRUDED BEARING BARS LOCKED
BY CROSSBARS. GRARNG SHALL BE FABRICATED INTO
EASILY REMOVABLE SECTIONS AND FULLY BANDED.
GRATING SHALL BE DESIGNED FOR A MINIMUM LIVE
LOAD OF 150 PSF AND HAVE A MINIMUM DEPTH OF 1
1/2 INCHES. GRATING SHALL BE I-BAR BY KLEMP
CORPORATION, SWAGE LOCKED GRATING BY BORDEN
METAL PRODUCTS, OR APPROVED EQUAL.
12. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM
EACH OTHER WITH AN APPROVED DIELECTRIC, ALL
ALUMINUM SURFACES IN CONTACT WITH CONCRETE OR
DISSIMILAR METALS SHALL BE THOROUGHLY PROTECTED
WITH TWO COATS OF EPOXY PAINT WITH A MINIMUM
TOTAL THICKNESS OF 16 MILS OR OTHER APPROVED
ISOLATING MATERIAL
13. ALUMINUM HANDRAIL SHALL BE FABRICATED FROM
EXTRUDED ALUMINUM ALLOY 6061-T6 OR 6105-T5
WITH ALUMINUM ASSOCIATION M12C22A41 FINISH.
HANDRAIL SHALL MEET REQUIREMENTS OF NORTH
CAROLINA BUILDING CODE AND OSHA. HANDRAIL
RAILINGS SHALL BE FABRICATED FROM 1 1/2' e
SCHEDULE 40 PIPE, AND POSTS SHALL BE FABRICATED
FROM 1 1/2' 0 SCHEDULE 80 PIPE. POSTS SHALL BE
ATTACHED AS SHOWN ON STANDARD DETAIL 0552000.
TOE PLATE SHALL BE PROVIDED AS SHOWN ON
STANDARD DETAIL 0552000. HANDRAIL SHALL BE
EITHER ALL-WELDED OR COMPONENT TYPE HANDRAIL
AS MANUFACTURED BY THOMPSON FABRICATING
COMPANY, INC. OR APPROVED EQUAL
ISSUED FOR CONSTRUCTION
THE SCALE BAR DATE JUNE 2008
SHOWN BELOW H 6 S JOB 30799
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. 1 S1
SHEET 8 OF 12
ATTACH END OF TREAD TO CONIC WALL.
USE 3/8' SST EXP ANCHORS, SEE STD
DETAIL 0551000 FOR BOLT HOLE
B
OCA?ONS,
TYP
^_s 52
i
EL 169.00

'I I
III
a
AL GRATING, SEE STD DETAIL 0553000
EL 162.25
-AL C12, TYP
3 SIDES `7/16 ??---
EXISTING WALL-
/3 SIDES
?I -
L3x3x3/6'x7' LNG
2-112'0 SST ADH
ANC W/ 4 1/4' MIN
EMBED
JI
1
AL GRATING, SEE STD
DETAIL 0553000
-L3x3x3/8'x7' LNG
2-1/2'0 SST BOLTS
I-AL CS10
-i - -,
/4
SEE DETAIL 4/52
--AL CS12
AL 4' SO TUBE x 1/4'
7'
AL 4' SO TUBE -- - -
AL 3/8' PL
2-1/2'0 SST ADH
ANC W/4 1/4'
MIN EMBED--. 10'J -
7/I6
SECTION p
1'=1 -0' S2
SECTION a
SI
3/4"=l'-O'
SECTION a
1/2'-1'-0' S1
EL 169.00
EXISTING FRAME
AL C12
3/16 3 SIDES
-00.3/8%7' LNG
2-1/2'0 SST BOLTS
- -T
DETAIL 2
I'=1'-0' S2
NOTE: NEW HANDRAIL NOT SHOWN FOR CLARITY
AL C12
AL CSI2---
AL 4' SO TUBE
J/16 _<3 SIDES
L3x3x3/8'x 3' LNG
-----1/2' 0 SST BOLT
/? -- AL GRATING, SEE STD
DETAIL 0553000
EL 162 25
- -SEE SEC B/S2 FOR
CONNECTION DETAILS
--AL CSI 0
DETAIL 3
I'=1 -0' S2
3/16
1/2' 0 SST BOLT -
AL 4' SO x 3/8'-- ----AL CRATING, SEE STD
GUSSET PL 1 I DETAIL 0553000
ALCS12- 1? I
EL 162.25
i
i
AL Ix3x3/8' -SEE SEC B/S2 FOR
BRACE- CONNECTION DETAILS
AL 4' SO TUBE - A?AL CS10
DETAIL a
1'=1 -0' S2
Public
Server Collection /Extension System
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.
Cm of Rale?Ii
PNb5c t4lmas Iafenni- Pnm t
Audiort.am toc-t'rd
rnt<
ATTENTION CONTRACTORS
The Construction Contnsctorresponsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contecom the Public Works Department at (9191 a31-6af0
and are Public Ullllbes Departmental [phone] at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Depsrtmevfs 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, Installs Downstream Plug, have
PermlNed Plans on the Jobsie, or any other Vloladon of Chy of
Raleigh Standards w l result in a Fite and Possible Excluslon from
future work in the City of Raleigh.
ISSUED FOR CONSTRUCTION

aim THE SCALE BAR DATE JUNE 2008
??N CARO?
EA?o/,y DEPARTMENT OF PUBLIC UTILITIES PUMP STATION - MODIFICATIONS OWN SLOW " ` s'IDB 30799
TSD
DRAWN o
9 HAZEN AND SA
ER RALEIGH
NORTH CAROLINA O
"LON "UMBER
C/Vl `
L " WY , N
G C DRAWING
CHECKED- 6 a
9467
o Environmental Engineers & Scientists STRUCTURAL
THE ANAL NUMBER
MBER
NUMBER
PROJ. ENGR. J ?
p
?0 "VC
E
?S
C
` 4011 WeslChase Blvd
Ralei
h
Norm Ca
l
27607 NEUSE RIVER PUMP STATION DRAWING.
T S2
1 CONSTRUCnON IN
j?
l
J
G ly?pi .
g
,
ro
ina SEC I IONS J
I REGULATORY APPROVAL'. S. ox HER S FORCE MAN
t ATE
N ISSUED FOR DATE BY APPROVED SIEIi 9 01 12
TYPE A
IN EARTH
0222100
W
I

SANDBAGS - CONTR
OPTION
CLASS B CONCRETE
6' MIN ALL AROUND
PIPE
3 ?I
? Ir
z LLtd L. 12' _ v
COMPACTED BACKFlLL !
o?F
II ? i
T ? y
FOR PIPE BEDDING
REQUIREMENTS! SEE
SELECT BACKFlLL SCHEDULE
MATERIAL (NO
MATERIAL LARGER
THAN 2')
PARALLEL PIPES IN TRENCH
0222106
FOR ASPHALT PAVEMENT 1/2 S
V
COMPACTED BACKFILL OVER CONCRETE : FOR ASPHALT PAVEMENT
ASPHALT - MATCH - -
CONCRETE - MATCH EXIST, 2' MIN -
EXIST, 6' MINIMUM
-EXIST PAVEMENT
SELECT BACKIFILL
/ r
MATERIAL NO MATERIAL STONE BASE - MATCH
' -
-----?
LARGER THAN 2') EXIST 6' MINIMUM ---
- - STONE BASE - MATCH
I
EXIST
8' MINIMUM
,
I
W
CRUSHED STONE TO A !?-... _. _... - _?
VERTICAL HEIGHT OF 1/6
PIPE O.D. ON SIDES OF
PIPE AND 1/8 O.D. BELOW
PIPE (MIN 6') ?!v COMPACTED
o
l' BACKFILL
I
?
TYPE C r
- - - -

0222103

I
I

BACKFILL --_
COMPACTED

1
TRENCH EXCAVATION LIMITS
-

\ INTERNAL i W
6 DIAMETER L WIDTH OF TRENCH
--

-SANDBAGS -CONTR OF PIPE MAX
41-63-9 W=MIN
2 0' -'.
fl ,8 OPTION I 8'-10 1 3r9' 2 -2'
12` 3 9'_ _ 00+2
---CLASS B CONIC 14'-I6 4'-2' ? 00+2
18 4'-4'
I O D +2

r ---SELECT BACKFILL 20',21 4' 8'
24` A-11' _
OD+2
OD.+2'
MATERIAL (NO MATERIAL
LARGER THAN 2'
) 27 _ 5-9'
' - OD+2'
30
6 T _
-- 4 OD+2'
1_4 OD+2'

4 6.
54? 1'-4- OD+2

W
PIPE BEDDING
CONCRETE ARCH
(SEE NOTE 1)
0222105
Public
Sd • rC Ilnb n flit nMS rho Nh ht tic nom rdl. fo fshCiyY
NlOw sownr system horn hi, bon The lei out C .-h-
mNhsds dl Me 114"d 1 tme sumdords and
'WrItims of-Cay'a Puad VON,, Hnrdrmk.
n-of1R1 k,eE
hlly I,b,rcnry.?lu,ew Reran-
An,Lnnn,an loio,d,n,l _-____
pme
DESIGNED H & S
DRAWN H&S
CHECKED -19-M-
PROJ. ENGR. JBM
ATTENTION CONTRACTORS
The Consiruction Contractor responsible for the extension of water
'arover. ancV r reuse as approved in these plans is responsible for
conracflno the Public Works Departments r9m Wa1-eHp
and the Public Utili Department at 1857a54ea least
twenty low hours pho t beginning any a their construction
Failure to ratty both City Departments advance of beginning
! construction. will result in the issuance of monetary fines and require
reinstallation of any water or sexy facilities not inspected as a result of
this noM1teabon fii
Felksle to call for Inspection, Insleea DownMsom Plug, have
Permmad Plana on me Jobalta, or any other Vlof firm of City as
Raleigh standards will result m a Fine and Possible Exclusion from
future work in the City of Raleigh
o??N CAR l
v -7
AL `
9463
FNCINEE? ?ru
S.
SEAL
10!16,
TYPICAL TRENCH
0222107
-- -PLOWABLE FILL
PULL TRENCH WDTH
(SEE NOTE 1) ----- -- -

PROPOSED
-
PIPELINE

OF MAXIMUM PAVEMENT
12' M" AX
CUT REPLACEMENT WDTH
r a s s=w+4
>6-8, S=W+
r9 10 i S-W+12 EXIST PROPOSED
-
--
>10-12 S=W+16 PIPE
PIPELINE
>12-14 S=W+20
>14-16 S=W+24
>16 18_ S=W+28 ,a
r -----1' THICK COMPRESSIBLE
>18
T S=W+32 NINA' JOINT FILLER MATERIAL--
?W = TRENCH NDTH AT BOTTOM OF
PIPE. TRENCH SIDE SLOPES SHALL
BE IN ACCORDANCE NTH OSHA PROPOSED PIPELINE OVER EXIST PIPE
REQUIREMENTS.
0222118
HAZEN AND SAWYER
Environmental Engineers & Scientists
4011 WesfChose Blvd, Raleigh, North Carolina 27607
NOTE: SEE 0222100 THRU 0222105
FOR PIPE BEDDING DETAILS.
NOTES:
1 CONCRETE THRUST BLOCKS, ARCHES, ENCASEMENTS,
FLOWABLE flLL, ETC. SHALL BE FORMED USING
PLYWOOD OR SANDBAGS TO PROVIDE REQ'D SHAPE.
NUISTURBED
ARTH
LASS B
DNCRE11TE
x
I ?
a BASED ON AVERAGE SOIL PASSIVE BEARING
TYPICAL SECTION STRENGTH OF 2000 PSF USING SF OF 1.5
TEE OR BEND
CONCRETE THRUST BLOCKING SHALL BE
USED ONLY AS APPROVED BY ENGINEER
^1/2 L I/2- L 2
- -class e
a ? CONCRETE CUSS B
CONCRETE - +
UNDISTURBED
EARTH
?EARTHNRBED
PLAN - TEE THRUST BLOCKS PLAN - BEND
NOTE: NO ENCASEMENT REQUIRED FOR
SPACE GREATER THAN 12'

_ CONCRETE THRUST BLOCK -SCHEDULE-
-®r'n
SIZE
QN 900
H TEE
L 4
H 50
L 221
H 20? 11
L H
L
4 PRESSURE
H L (PSI)
L
-
t 60 14 2.8 L0 2.1 01 15 0.5
.
. L0 %X% X
_t
00?
0 18 37 1. 2.7 1.0 1
119
0.7 1.4 X
XXX XXX 100
X120
1604
j-240

O ?7
36
53

6 5.4
7.1

.51
3
111 20
26

3 48 9 4.0 •
522

917
fi 1.4
19

28
J
4 2.8 11.0
rJ7i_13'

55 2.0- 2 0
26

3
9 XXX 1 XXX 100-'
XXXIX%X 100

X%%
1_00
-
?

?

5 .

?
.

69 24 4
9 XX% 10
?
0
-
360
4 78 15.6 5.8 11.5 • 41 82 2.9
-
-
' 58
- XXX XXX 100
*
,
20
480
x540 91 .
104
113 118.1
20.7
L213 6.7
7.6
6.6 13.
4
T5.3-
17 4
5.4 95
3t
-
109 -3.9
122±4.3 l
6.8
77
87 K)(i %XX
IOU
1
XXt%%%-f _I00?J
XXX1 XXX IGO
(SEE NOTE 1)
0222108
12
NOTE: FOR VERTICAL BEND (DOWN) '? -
--i
IN EXCESS OF 11 1/4' ANCHORAGE MIN
SHALL BE AS RECOMMENDED BY
THE ENGINEER.
;S
TYPICAL CONCRETE THRUST
COLLAR. MIN OF 12' INTO nn.

UNDISTURBED MATERIAL _
ALL AROUND. -
TYPICAL BEND - -- -

TRENCH BOTTOM ----?
ELEVATION
6' ! PIPE 6'_
O.D. I
EXIST
d
a 6' MIN
12' MAX
I
PROPOSED PIPELINE UNDER EXIST PIPE
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NORTH CAROLINA
NEUSE RIVER PUMP STATION
FORCE MAIN
EXCAVATION FOR COLLAR
TYPICAL CONCRETE
THRUST COLLAR. MRN
OF 12' INTO
UNDISTURBED SOIL --
MISCELLANEOUS STANDARD DETAILS
THRUST COLLAR
0222111
ISSUED FOR CONSTRUCTION
THE SCALE BAR DATE JUNE 2008
SHOWN BELOW H & S JOB 30799
MEASURES ONE NUMBER
INCH LONG ON

THE ORIGINAL CONTRACT DRAWING
NUMBER NUMBER
DRAWING. 1 D1
alaaaattt?att?
'HEFT 10 OF 12
TYPE A
IN ROCK
0222101
w
TO BACKFILL L °?
-? - - _ --
- COMPACTED BACKFILL
- TOP OF ROCK
/
.
'ACKFILL --SELECT BACKFlLL
(NO MATERIAL MATERIAL OR CRUSHED
HAN 2') - /
/ STONE 1/8 PIPE D.D.
BELOW PIPE (MIN. 6'J
'
AND MIN. OF 12
OVER
- -
- - TOP OF PIPE.
V
// T
COMPACTED BACKFILL
SELECT BACKFlLL
MATERIAL (NO MATERIAL
LARGER THAN 2')
CRUSHED STONE - 1/8 PIPE
O.D. BELOW PIPE (MIN. 6')
AND UP TO PIPE MIDPOINT
TYPE B
0222102
W
-ORIGINAL GRADE
CONCRETE ENCASEMENT
(SEE NOTE 1)
0222104
WALL PIPE AS REVD
NONSHRINK GROUT
#5 DOWELS WITH Si
HOOK 012' TYR EAC
DOWEL ADHESIVE, TL
- T
TWO X5 BARS, ALL AROUND
rc
TWO STRIPS OF EXPANDING ?I
RUBBER WATERSTOP. EACH
STRIP SHALL BE LAPPED 4',
WTH THE LAP ABUTTING
SIDE BY SIDE. LAPS SHALL I __j...
BE STAGGERED.
BED OF SEALANT OR I
ADHESIVE BETWEEN I
WATERSTOP AND CONCRETE
EXISTING CONCRETE WALL
NOTES:
ALL OPENINGS SHALL BE SAWCUT OR (SINGLE) CORE DRILLED AS REQUIRED.
USE OF JACKHAMMERS OR STITCH DRILLING IS NOT PERMITTED. THE PERIMETER
SURFACE OF THE OPENING SHALL BE SMOOTH.
WATERSTOP
1509222
NEW CONCRETE WALL /-WALL PIPE WITH INTEGRAL
/ WATERSTOP. DRILL AND
TAP FOR STUD BOLTS.
6' FOR PIPES 30' DIA AND SMALLER
9' FOR PIPES 3C-II AND LARGER , : - GASKET
PIPE : A _I? `- FLGMPJ OR FLG.MJ, SEE PIPE
I SCHEDULE IN SPECIFICATIONS
FOR CONNECTING PIPE, TYP
EXISTING CONCRETE WALL ?NONSHRINK GROUT
1509207
w
>II
1
----EXISTING CREEK BOTTOM
EL 154 - 1554
1
?u
LF . -
RIVER BOTTOM MAT'L
MIN 24' RIP-RAP 6' TO 12'0
MIN 12' OVERTOP W57 STONE
k57 STONE
MIN 8' BEDDING #57 STONE
24' FORCE MAIN
(RESTRAINED BALL JT. PIPE)
RIVER CROSSING - TYPICAL TRENCH DETAIL
NITS
AIR RELEASE VALVE MANHOLE
DETAIL F_71
NOT TO SCALE G1
DESIGNED H&S ,Xa CARQ?
ZN CARD
`
H &S ?
i ?
9
PO 9
=? F / `ESSiL" HAZEN AND SAWYER
deem 1$1 '
CHECKED 4
L' SEAL
JBM
ENCR
PROJ 9463 0118
F Environmental Engineers & Scientists
.
. 0 9F
41GN0II
A 4011 WestChase Blvd, Raleigh, Nadh Caralina 27607
All" RI S. 50'\ I H °&
H B. MIE.E?
APPROVED 1=1Dr

DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NORTH CAROLINA
NEUSE RIVER PUMP STATION
FORCE MAIN
ATTENTION CONTRACTORS
The Cons"cllon Cont-forrespansbb for"ealenaion i wsler.
e., and/or reuse. as approved In three plans, a responsible for
c-tectinn the Public Works Departments (9191831e01o,
and the Public Utilities Departmental (919) 051464g al least
fweniv rourhoun prior to beginning any of their consW tan.
Failures try bin City Dpamm b advance of begnrdng
wrist-fi . ? u4 the of Mary Wnas and recl-
nstaltat If M water 1- facilities not inspected as a resuh of
manor 4 r w
Failure/ call for /mpeeaon Inane to aveam Plug, Lave
P-r-of Plans on the JnWIN, many other Wlobllon of City of
Raleigh Slaatlares w]n-ft in a Fine ead Poutbta Escluri from
future work in Ina City of RIINgA.
C
500Ar?
25 15
NOTES:
1 MSS REFERS TO THE MANUFACTURERS
STANDARDIZATION SOCIETY OF THE VALVE
AND FITTINGS INDUSTRY, STANDARD PRACTICE
SP-58 AND SP-69.
2 PIPE WALL 'SUPPORT AND PIPE SUPPORT RACK
SHALL BE ASSEMBLED WITH CHANNEL FRAMES
AND ACCESSORIES AS MANUFACTURED BY
UNISTRUT CORP, OR VERSABAR CORP, OR EQUAL
3 FABRICATED PIPE SUPPORT MAY BE USED AS
SHOWN IN PIPE SUPPORT RACK DETAIL, OR TO
TO SUPPORT PIPE FROM THE FLOOR.
4 BACK PLATES SHALL BE DESIGNED BY THE
CONTRACTOR ACCORDING TO WALL TYPES AND
THE WEIGHTS INVOLVED. BACK PLATE TO BE
SUPPLIED BY BRACKET MANUFACTURER.
5 PIPE HANGERS, SUPPORTS AND BRACKETS ARE
SHOWN HERE IN VARIOUS COMBINATIONS AS
GENERAL DETAILS. THE CONTRACTOR SHALL
DESIGN THE SUPPORT SYSTEM BASED ON ACTUAL
WEIGHTS AND CONDITIONS AS SPECIFIED OR AS
SHOWN ON THE CONTRACT DRAWINGS.
6 ALL INSULATED PIPES SHALL USE A SHIELD
(MSS TYPE 40) WITH THE APPLICABLE
PIPE SUPPORT.
7 MINIMUM OF ONE HANGER PER PIPE SECTION,
CLOSE TO JOINT, ON THE BARREL. ALSO AT
CHANGE IN DIRECTION AND BRANCH CONNECTIONS.
8 RODS AND SPACING ARE BASED ON STANDARD
WEIGHT MATERIALS ACCORDING TO MSS SP-69.
AND ARE FOR REFERENCE ONLY. THE CONTR
SHALL SPACE HIS HANGERS BASED ON
ACTUAL CONDITIONS.
CL
CARRIER PIPE-SEE
SCHEDULE C AND NOTE 5
U-BOLT, MSS TYPE 24
WELDED STEEL BRACKET
MSS TYPE 32 OR 33,
SIZE AND SPACING AS REDO
BACK PLATE, SEE SCH C
EXPANSION ANCHOR BOLTS
AS REWIRED
PIPE SUPPORT BRACKET
1509404
SCHEDULE C
SUPPORT RODS AND BRACKET SPACING
(FOR STANDARD WEIGHT PIPE)

PIPE SIZE T MINIMUM
BACK PLATE ROD 1 (INCHES) MAX SPAN IN FEET (SEE NOTE 8)

(INCHES)

_ UP TO 1
(INCHES)

SEE NOTE 4
PROCESS
PIPING
3/8
STEEL AIR
PIPING
3/8 _
COPPER

5
PLASTIC

5
STEEL

6
CP (SEE
NOTE 7)
-
1 1/4-2 C 3/8 3/8 8 5 10 -
2 1/21/2-3 1/2 3/8 3/8 8 5 12 6
- 4-5 -- 1/2 .. 3/8 - 5 14 8
6
--- 5/8 J/8

? 5

- 15 9
8-12 j 3/4 1/2 - S 15 9
14-16 7/8 1/2 - 5 15 9
18 1 1/2 - 5 18 1 10
20-24 1 1/4 5/8 - 5 18 10
JO N/A N/A - N/A N/A l 10
1509412
MISCELLANEOUS STANDARD DETAILS
ISSUED FOR CONSTRUCTION
THE SCALE BAR DATE JUNE 2008
SHOWN BELOW
H k s JOB
30799
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING 1 D2
- SHEET 11 OF 12
Public
--STEEL POST
Nat er full t.tiom Hsicnsinn Ss-xtcm
oi
The cayaf aaegn -- mn ma.a.nonma.-on
-TOP STRAND wt.:r«.r:yp<m nedsnis q.n. in-,,:ndemsrow
f n.af.m.onamm. cer. nuuN Un.d.txanmooy.
/l I
_?-- STAY WIRES
GALV WIRE FABRIC
AND FILTER FABRIC. 'i
BURY TOE OF FILTER m z
FABRIC A MIN OF 8' -
I I
LL
BOTTOM STRAND
- GRADE LINE

i I
z
m?
8'-0' MAX B.
_
MIN
ELEVATION SECTION
SILT FENCE SILT FENCE
NOTE:
1, EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY ENGINEER) WITH
6'-0' POST SPACING DOES NOT REWIRE MESH SUPPORT FENCE.
2. FILTER FABRIC SHALL BE HIRED DIRECTLY TO POST.
0227000
r AS REWIRED
3'MIN
2'MIN PUMP OR EQUIP 1' 14ON-METALLIC
BASE NON-SHRINK
GROUT (AS REOD)
?A
CONC BASE j L-STEEL MINIMMIF
CL ANCHOR VER 24', ADDL
BOLTS k4®12 EW REQUIRED
REQUIRED 8' MIN,
COVER + 1' - --CONC FLOOR
MAX s j SEE NOTE
?_ J I
W5 DOWELS 012' - k5 DOWELS 012'
ALL AROUND, SEE NOTE ALL AROUND SEE NOTE
VOWEL ADHESIVE
NOTE DOWELS MAY BE CAST IN WITH 90' HOOK OR
ANCHORED WITH DOWEL ADHESIVE AT CONTRACTORS OPTION.
WHERE FLOOR IS 8' THICK OR LESS, USE M4 VOWELS EMBEDDED
TO WITHIN 2' OF BOTTOM OF FLOOR SLAB_
TW PUMP OR EQUIP BASE
0331600
MANHOLE COVER AND FRAME
30'.36' HALLIDAY ALUM HATCH W/
FALL PROTECTION CRATING
- -GROUT AS REQUIRED
FINISHED GRADE : i
-? - 4' RISER RING
T
(MAX 2 PER MANHOLE)
. lz
?I?
E
-- -MANHOLE STEPS AT 16' CC
- - 8'0 PRECAST MANHOLE WTH PIPE
OPENING OFFSET TO ALLOW FOR
PLUG VALVE OPERATION
4'A.RI.
- - -- -- - 4' FLANGED PLUG VALVE
-4' FORCE MAIN OUTLET
-- - - GROUT AROUND PIPE OPENING
NTH NON-SHRINK GROUT
- - GROUT ALL JOINTS
` EXTERIOR AND INTERIOR

6'0 DRAIN - - --36' FORCE MAIN (FM)
z HOLE
CONIC SUPPORT - MIN 1'-8' LONG
(CENTERED BELOW OUTLET) . REQUIRED
-- --- WIDTH AND DEPTH
12' MIN COMPACTED STONE
gXil?, BEDDING BELOW MANHOLE,
PROVIDE ADDITIONAL 1/4 CU YD
BELOW DRAIN
FM 00 +_ 12',.?
TEMPORARY GRAVEL CONSTRUCTION ??? 5
dE
ENTRANCE /EXIT
0257701R
40' MAX
I
NUILS:
e
4h
REGULATORY PERMIT REQUIREMENTS
I NO WASTE, SPOIL, SOLIDS, OR FILL OF ANY KIND SHALL
OCCUR IN WETLANDS, WATERS, OR RIPARIAN AREAS
BEYOND THE FOOTPRINT OF THE IMPACTS DEPICTED IN
THE PRE-CONSTRUCTION NOTIFICATION, ALL
CONSTRUCTION ACTIVITIES, INCLUDING THE DESIGN,
INSTALLATION, OPERATION, AND MAINTENANCE OF
SEDIMENT AND EROSION CONTROL BEST MANAGEMENT
PRACTICES, SHALL BE PERFORMED SO THAT NO
VIOLATIONS OF STATE WATER DUALITY STANDARDS,
STATUTES, OR RULES OCCUR.
2 THE EROSION AND SEDIMENT CONTROL MEASURES FOR
THE PROJECT MUST BE INSTALLED, OPERATED, AND
MAINTAINED IN ACCORDANCE NTH THE MOST RECENT
VERSION OF THE NORTH CAROLINA SEDIMENT AND
EROSION CONTROL PLANNING AND DESIGN MANUAL.
3 SEDIMENT AND EROSION CONTROL MEASURES SHALL NOT
BE PLACED IN WETLANDS OR WATERS TO THE MAXIMUM
EXTENT PRACTICABLE, IF PLACEMENT OF SEDIMENT AND
EROSION CONTROL DEVICES IN WETLANDS AND WATERS
IS UNAVOIDABLE, THEY SHALL BE REMOVED AND THE
NATURAL GRADE RESTORED WITHIN SIX MONTHS OF THE
DATE THE DIVISION OF LAND RESOURCES HAS RELEASED
THE PROJECT.
4 THE OUTSIDE BUFFER, WETLAND OR WATER BOUNDARY
AND ALONG THE CONSTRUCTION CORRIDOR WITHIN THESE
BOUNDARIES APPROVED UNDER THIS (401 WATER
QUALITY CERTIFICATION) AUTHORIZATION SHALL BE
CLEARLY MARKED NTH ORANGE WARNING FENCING (OR
SIMILAR HIGH-VISIBILITY MATERIAL) FOR THE AREAS
APPROVED TO INFRINGE WITHIN THE BUFFER, WETLAND
OR WATER PRIOR TO ANY LAND DISTURBING ACTIVITIES
TO ENSURE COMPLIANCE NTH 15A NCAC 28. 0233 AND
GC 3625.
5 UPON COMPLETION OF ALL WORK APPROVED WITHIN THE
401 WATER QUALITY CERTIFICATION OR APPLICABLE
BUFFER RULES, AND ANY SUBSEQUENT MODIFICATIONS,
THE APPLICATION IS REQUIRED TO RETURN THE
ATTACHED CERTIFICATE OF COMPLETION TO THE 401
OVERSIGHT/EXPRESS REVIEW PERMITTING UNIT, NORTH
CAROLINA DIVISION OF WATER QUALITY, 1650 MAIL
SERVICE CENTER, RALEIGH, NC 27699-1650.
TOP 198.453
` STANDARD 4 RISER SECTION
JI
a
a i
TRANSITION FLAT TOP SLAB --- - ---
i
BASE TOP SECTION
5'0 RISER SECTION
MIN 6' HEIGHT
I tl -- _j---. 35'0 FORCE MAIN
TRANSITION TOP -- -? INV 189.0
?? 4 r - - - _T - - WALL PENETRATION SHALL BE
60'0 INTERCEPTOR CORE DRILLED AND A FLEXIBLE
RUBBER SLEEVE SHALL BE
RADIALLY COMPRESSED IN THE
OPENING
FORCE MAIN CONNECTION MANHOLE
AT EXISTING MH #19
EARTHEN RIDGE

-i, - -- I III' II
---III---
7
III--I ?I?
NOTES: 7 7
I'. it _1111
i INSTALL DIVERSIONS AS SOON AS CLEARING IS COMPLETED.
2 DISK THE BASE FOR THE CONSTRUCTED RIDGE BEFORE PLACING FILL -
3 TRACK THE RIDGE TO COMPACT IT TO THE DESIGN CROSS SECTION.
4 LOCATE THE OUTLET ON AN UNDISTURBED AREA.
5 IMMEDIATELY SEED AND MULCH THE PORTIONS OF THE WATER BAR NOT SUBJECT TO CONSTRUCTION TRAFFIC.
STABILIZE WITH GRAVEL AREAS TO BE CROSSED BY VEHICLES.
WATER BAR SECTION
DETAIL t
TUTS D3
SLOPE
I I
DESIGNED H&S CAR CARD(
DRAW
"ks S

q P? 9
a
a
1ES5iL
HAZEN AND SAWYER
CHECK
CHECKED SEAL
L
9463 to is Environmental Engineers & Scientists
JBM
PROII. ??. f ^/ctNEE? Q?? ex.
A
F
K
? 4011 WeslChese Bind, Raleigh, Ncdh C==urie 27607
ye. MEE
Rr s. o`F
, l °?
,`
APPROVED 6 Well
1 I/2' AL PIPE

i i POST
I
' -4- 3 8' HEX HEAD
?
s ? BOLi
,n RAILING
FLANGE

1/4' '0' STOP
(ONE SIDE ONLY)
ELEVATION
5, MIN
1 1/4 - 1 1/4'
I
a 5/16', MIN 1/2 MIN

14' 'D' SP
O
O
(
RE SIDE
NLY)
SIDE MOUNT
TO METAL

SURFACE MOUNTED
TO CONCRETE
-6'-0' MAX. -I
-1 1/2' AL PIPE
RAILING
1/2' AL PIPE
!' J7 (VERTICAL)
To. J.
-„' - ?i)-TOEBOIiAD, TYPICAL
o, ALL HANDRAILS
.? TYPE I WALKING SURFACE
ELEVATION
CONSTRUCTION SEQUENCE
SPAN 5 E TH?MIN) CONCRETE ANCHOR SIZE AND SPACING
0 0<Ss4'-0* 1 12' 1/2'0x51 a 18'
1 3/4'
S D S55 -C 2" 5/8'0x6' 0 18'
6 S 5 6' 0 2 1/4
6 0 Ss6' 6_ 21/2'
SCHEDULE BASED ON 150 PST
1/8' CLEARANCE
AL GRATING --? ALL AROUND
I_
EXTRUDED
ALUMINUM FRAME
CONTINUOUS
-AL 1-31,30/8, CONT
?- --316 SST CONCRETE
X
ADHESIVE ANCHOR ANCHOR STRAPS
SPAN, S , I'x1/4'x6' 0 18'
(WELD TO FRAME)
MIN 2 EACH SIDE
AT WALL AT FLOOR
ALUMINUM GRATING
0553000
EXTRUDED ALUMINUM
TOEBOARD

3/8'0 SST
SET SCREWS
ALUMINUM HANDRAILS
0552000
Public
Seri er Collection/ Extension S% stem
The City of Raleigh corrsents 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
specWcations of the City s Public Utilities Handbook.
ciit, ur21eWh
P Mrc Clrhhe: Dxlolrmenl Nx?mn =
Andxmmh,er l??l'r?iAClnii _"_. "_
m1e
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NORTH CAROLINA
NEUSE RIVER PUMP STATION
FORCE MAT!
- ---- EXTRUDED AL ADAPTER
(USED ONLY WITH AL
, BASE FLANGE)
- - " 1 1/2' ALUMINUM
PIPE POST
- - 1 1/2'x1/8' AL
CLAMP
CAST AL
BASE FLANGE
?_.. -y . -4-1/2'0 SST
-
i ADHESIVE ANCHORS
(MIN 5' EMBEDMENT)
I NO CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES
MAY BEGIN UNTIL ALL PERIMETER EROSION CONTROL
MEASURES HAVE BEEN INSTALLED IN LOCATIONS AS
SHOWN ON THE CONTRACT DRAWINGS. IF CLEARING IS
REQUIRED FOR INSTALLATION OF A PARTICULAR
MEASURE, ALL OTHER MEASURES SHOWN SHALL BE
INSTALLED FIRST. CLEARING OF THE LAND REWIRED
FOR INSTALLATION OF THE PARTICULAR MEASURE MAY
THEN PROCEED.
2 ONCE ALL MEASURES HAVE BEEN INSTALLED, SITES
SHALL BE CLEARED AND GRUBBED WITHIN THE LIMITS OF
DISTURBANCE AS SHOWN ON THE CONTRACT DRAWINGS.
3 ONCE CLEARING AND GRUBBING IS COMPLETE, TOPSOIL
SHALL BE STRIPPED AND STOCKPILED ON SITE AT THE
LOCATION INDICATED ON THE CONTRACT DRAWINGS.
TOPSOIL STOCKPILES SHALL HAVE PERIMETER EROSION
CONTROL MEASURES INSTALLED AS PER THE CONTRACT
DRAWINGS AND SEEDED WITH TEMPORARY SEEDING
MEASURES DURING CONSTRUCTION ACTIVITIES.
4 EARTHWORK OPERATIONS CAN BEGIN ONCE TOPSOIL HAS
BEEN REMOVED AND STOCKPILED.
5 ALL EXCESS SOiL RESULTING FROM EARTHWORK
OPERATIONS NECESSARY FOR CONSTRUCTION SHALL BE
REMOVED FROM SITE OR STOCKPILED ON SITE AT THE
LOCATION SHOWN ON THE CONTRACT DRAWINGS. ONSITE
SOIL STOCKPILE AREAS SHALL BE PROTECTED NTH
APPROPRIATE EROSION CONTROL MEASURES AS SHOW
ON THE CONTRACT DRAWINGS AND SEEDED NTH
TEMPORARY SEEDING MEASURES FOR THE DURATION OF
CONSTRUCTION ACTIVITIES. ANY SOILS TAKEN OFFSITE
SHALL BE STOCKPILED AT LOCATIONS NTH ALL
REQUIRED PERMITS.
6 FORCE MAIN SHALL BE INSTALLED IN ACCORDANCE NTH
STANDARD CONSTRUCTION TECHNIQUES. ONLY THE
LENGTH OF TRENCH IN WHICH PIPE CAN BE INSTALLED IN
ONE DAYS TIME SHALL BE OPEN AT ANY TIME, WITH
SPOIL MATERIAL. PLACED ON THE UPHILL SIDE OF THE
TRENCH. PIPING SHALL BE CAPPED AT END OF EACH
DAYS WORK TO PREVENT SEDIMENT FROM ENTERING.
TRENCH SHALL BE BACKFILLED AT END OF EACH DAY'S
WORK AND DISTURBED AREA SEEDED NTH TEMPORARY
SEEDING MEASURES IF APPROPRIATE.
7 TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED
THROUGHOUT CONSTRUCTION ON ANY AREAS THAT
SHALL REMAIN UNDISTURBED FOR MORE THAN 15 DAYS.
8 UPON COMPLETION OF FORCE MAIN, PERMANENT
SEEDING, MULCHING AND FERTILIZING MEASURES SHALL
BE EMPLOYED ON ALL DISTURBED AREAS AS PER
SPECIFICATION SECTION 02910 - FINAL GRADING AND
LANDSCAPING. ALL EROSION CONTROL MEASURE SHALL
REMAIN IN PLACE UNTIL ENTIRE SITE HAS BEEN
STABILIZED.
9 ONCE PERMANENT STABILIZATION HAS OCCURRED,
TEMPORARY SEDIMENT CONTROL MEASURES MAY BE
REMOVED ANY AREAS DISTURBED BY THE REMOVAL OF
THESE MEASURES SHALL BE RETURNED AS CLOSELY AS
POSSIBLE TO ORIGINAL CONDITION AND SEEDED,
MULCHED AND FERTILIZED AS PER SPECIFICATION
SECTION 02910.
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacts the Public Worts Department at y919t 031.6910,
and the Public Utilities Department at mm 857J04D at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departmerds in advance of beginning
construction, will result in the issuance of monetary ones, and require
reinstallation of any water or sewer facilities not inspected as a result of
this notification failure.
Fallure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsme, or any other Vlolath of Gty of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
MISCELLANEOUS STANDARD DETAILS
ISSUED FOR CONSTRUCTION
THE SCALE BAR DATE JUNE 2008
SHOWN BELOW H a S JOB 30799
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. 1 D3
SHEET 12 OF 12