20041211 Ver 1_COMPLETE FILE_20040726

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 21, 2004
City of Raleigh
Attn: Donna S. Jackson, PE
PO Box 590
Raleigh, NC 27602
Subject Property: Crabtree Creek Interceptor Connection to the
Crabtree Creek Interceptor Parallel
UT to Crabtree Creek [03-04-02, 27-33-(10), C NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1211
County: Wake
Page 1 of 2
APPROVAL of Neuse River Buffer Rule (15A NCAC 02B .0233) Authorization Certificate
Dear Ms. Jackson:
You have our approval, in accordance with 15A NCAC 02B .0,33 and any conditions listed below, to
impact approximately 384 square feet (ft2) of Zone 1 and 1,101 ?2 of Zone 2 of the protected riparian
buffers for the purpose of constructing the sewer system at the s bject property as described within your
application dated July 21, 2004 and received by the Division of Water Quality (DWQ) on July 26, 2004.
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.
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 authorization and approval letter and is thereby responsible
for complying with all conditions. This approval requires you to follow the conditions listed below.
The Additional Conditions of the Authorization Certificate are:
1. Impacts Approved - The following impacts are hereby approved as long as all of the other specific
and general conditions of this Authorization Certificate are met. No other impacts are approved
including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Buffers 1,485 (square ft.) -
2. Buffer Mitigation (EEP) - You are required to mitigate for impacts to the protected riparian buffers.
The required area of mitigation to compensate for impacts to the protected riparian buffers is 1,152
square feet as required under this Authorization Certificate and 15A NCAC 2B .0242(buffer mitigation
rule). We understand that you wish to make a payment into the Riparian Buffer Restoration Fund
administered by the NC Ecosystem Enhancement Program (EEP) to meet this mitigation requirement.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone]/ Internet: hfta://h2o.enr.state.nc.us/ncwetlands
NorthCarolina
Aw rallry
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
City of Raleigh / DWQ Project No. 04-1211
Page 2 of 2
September 21, 2004
This has been determined by the DWQ to be a suitable method to meet the mitigation requirement. In
accordance with 15A NCAC 2B .0242(7)(buffer mitigation rule), this contribution will satisfy our
compensatory mitigation requirements under 15A NCAC 2B .0233(10)(buffer protection rule). Until
the EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement Program
Office), no impacts specified in this Authorization Certificate shall occur. The EEP should be contacted
at [phone] if you have any questions concerning payment into the Riparian Buffer Restoration
Fund. You have one month from the date of this approval to make this payment. For accounting
purposes, this Authorization Certificate authorizes payment into the Riparian Buffer Restoration
Fund to compensate for 1,152 ft2 of required riparian buffer mitigation for impacts to 384 fe of
protected riparian buffers; 03-04-02 river, and subbasin, 27-33-(10) stream index number.
3. Diffuse Flow - An additional condition is that all stormwater shall be directed as diffuse flow at non-
erosive velocities through the protected stream buffers and will not re-concentrate before discharging
into the stream as identified within 15A NCAC 2B .0233(5).
4. Certificate of Completion - Upon completion of all work approved within this authorization, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to
the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699-1650.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director fora decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B. This Authorization Certificate shall
expire five (5) years from the date of this letter.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 2B
.0233. If you have any questions or would like a copy of the buffer`rules, please call [phone].
This letter does not authorize any impacts to either Waters of the United States or Waters of the State.
Please contact the US Army Corps of Engineers (USAGE) or NC Division of Water Quality (DWQ) if
any impacts are proposed to either of these waters.
AWK/JRD/bz
Enclosures: Certificate of Completion
cc: John H. Eick, Stearns & Wheler, 3128 Highwoods Blvd., Suite 140, Raleigh, NC 27604
Mike Horan, DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 041211
4
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
NORTH CAROLINA DIVISION OF WATER QUALITY
AUTHORIZATION CERTIFICATE
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 26.0242, City of Raleigh has permission as outlined below to impact protected riparian
buffers for the purpose(s) of constructing the proposed Crabtree Creek Interceptor Modifications (S&W Job No.
30253.0). All activities associated with these authorized impacts must be conducted with the conditions listed in the
attached certification transmittal letter. THIS AUTHORIZATION CERTIFICATE IS NOT VALID WITHOUT THE
ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT ECOSYSTEM ENHANCEMENT PROGRAM (EEP)
DWQ Project No.: 04-1211
Date: September 21, 2004
LOCATION: Raleigh
COUNTY: Wake
BASIN/SUBBASIN: 03-04-02 (river/subbasin); 27-33-(10) (stream index no.)
As required by 15A NCAC 2B .0233 and the conditions of WQC No. 3374 w/ additional conditions, you are required to
compensate for the above impacts through the restoration or enhancement of buffers as outlined below prior to
conducting any activities that impact or degrade the waters of the state.
1,152 square feet of stream buffers
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee
to the Riparian Buffer Restoration Fund per 15A NCAC 2B .0242. If you choose this option, please sign this form and mail
it to the EEP at the address listed below. An invoice for the appropriate amount of payment will be sent to you upon
receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU HAVE RECEIVED
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE EEP.
Signature
Date
ECOSYSTEM ENHANCEMENT PROGRAM (EEP)
NC DIVISION OF WATER QUALITY
1619 Mail Service Center
Raleigh, NC 27699-1619
[phone]

NorthCarolina
North Carolina Division of Water Quality, 401 Wetlands Certification Unit, Adur.111Y
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/nowetlands/
Stearns & Wheler, PLLC
Environmental Engineers and Scientists
July 22, 2004
DIVISION OF WATER QUALITY
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: NEUSE RIVER BUFFER CERTIFICATION
CRABTREE CREEK INTERCEPTOR MODIFICATIONS
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
S&W JOB No. 30253.0
To Whom It May Concern:
Attached are seven copies of the Riparian Buffer Rule Certification application for the above
referenced project. We are only seeking Buffer Rule approval.
Should you have any questions or comments, please feel free to contact me at 919-790-6770.
Very truly yours,
STEARNS & WHELER, PLLC
Steven R. Hilderhoff, P.E.
Project Manager
SRH/lch
Enclosures
cc: Robert Massengill, P.E. - City of Raleigh Public Utilities Department
JARaleigh Jobs\30253 -Raleigh US 64 PS and Crabtree Int\30\Word Proc\Permits\07 22 2004 DWG Neuse Cert - Claremont.doc
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Stearns &Wheler
Companies
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412
3128 Highwoods Boulevard
Suite 140
Raleigh, NC 27604
tel. [phone]
fax. [phone]
web. www.stearnswheler.com
WETLANDS/ 401 GROUP
JUL 2 g 2004
WATER QUALITY SECTION
Connecticut Maryland Massachusetts New Hampshire New York North Carolina Virginia

Office Use Only: Form Version May 2002
,04121
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
1. 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
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
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), check here: ?
II. Applicant Information
1. Owner/Applicant Information

Name: City of Raleigh Attn: Donna S. Jackson, P.E. WETLANDS / 401 GROUP
Mailing Address: PO Box 590 111L Z (a 11 - 94
Raleigh, NC 27602
WATER TION
Telephone Number: 919-857-4543 Fax Number: 919-857-4545
E-mail Address: donna. jackson ,ci.raleigh.nc.us
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: John H. Eick, P.E.
Company Affiliation: Stearns & Wheler, PLLC
Mailing Address: 3128 Highwoods Blvd. Ste. 140
Raleigh, NC 27604
Telephone Number: 919-790-6770 Fax Number: 919-790-9227
E-mail Address: jheickna,steamswheler.com
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: Crabtree Creek Interceptor Connection To The Crabtree Creek Interceptor
Parallel
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1705-74-5465, 1705-74-6552, 1705-74-7565,
1705-74-8565,1705-74-9479
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): When heading south on Six Forks
Road turn right just after the 440 Beltline onto Anderson Drive, turn right onto Claremont
Road
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Intend to obtain 0.03 acres of permanent easement
7. Nearest body of water (stream/river/sound/ocean/lake): Crabtree Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mai)s/.)
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 area is developed with residential homes, with the
Greenbelt located along the Crabtree Creek.
Page 6of12
10. Describe the overall project in detail, including the type of equipment to be used:
To abandon the existing 24-inch VCP Crabtree Creek Interceptor currently located beneath
several homes located on Claremont Drive, approximately 120 feet of 10-inch SDR 35 PVC
interconnection with the 36-inch parallel interceptor will be constructed. The existing 24-
inch pipe and related easement beneath the homes will be abandoned. The pipe will be
installed using a track excavator.
11. Explain the purpose of the proposed work: Installation of a gravity sewer extension allows
the City of Raleigh to abandon sewer currently located underneath several homes.
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.
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.
N/A
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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 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.
Page 7 of 12
1. Provide a written description of the proposed impacts: N/A
2. Individually list wetland impacts below: (not applicable)
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width of
Stream Before
Impact Perennial or
Intermittent?
(please specify)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
y
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
Erosion and sediment control measures to include but not limited to installing a silt fence.
Temporary permanent seeding measures will be put in place in accordance with the North
Carolina Division of Land Resources Land Quality Section.
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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, available at
httv://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. 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.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No ® City Funded
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
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.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Neuse )?
Yes ® No ? If you answered "yes", provide the following information:
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
(square feet) Multiplier Required
Mitigation
1 384 3 1,152
2 1,101 1.5 0
Total 1,485 1,152
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
1
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Payment into the Riparian Buffer Restoration Fund.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
N/A
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.
This project will not increase wastewater flow.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes E] No
Is this an after-the-fact permit application?
Yes ? No
XIV. 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).

/Applicant/Agent's Signature / Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
NOTES:
1. THE INTERCONNECTION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF RALEJGH'S
PUBLIC UTILITY DEPARTMENT'S HANDBOOK, IATEST REVISION.
CITY of RALEIGH
2. IXISTING MANHOLE 135 AND SIPHON BOX ~1 SHALL BE CORE DRILLED TO FAGLTTATE NEW PIPE CONNECTION. A RUBBER BOOT WITH POWER BAND AND STAINLESS STEEL STRAPS SHALL
SSMH 41 2925 ANDERSON DR. # , PIN#: 1705-74-8891 RIM=204.95' - DB 1030 PG 52 BE USED FOR A WATERTIGHT CONNECTION BETWEEN THE PIPE AND MANHOLE AND SIPHON
r BOX.
~ _ 3. USING BRICKS AND NON-SHRINK GROUT, PLUG UPSTREAM 24-INCH PIPE AT MANHOLE 132.
1/2° - / IPF ' SSMH #40 CONTRACTOR SHALL FlLL IXISfING PIPES TO BE ABANDONED WITH PLOWABLE FlLL CONCRETE.
- f~IM=206.39' 4. REMOVE THE TOPS OF MANHOLES 133 AND 134 TO 4-FEET BELOW GRADE, FlLL THE BOTTOM
/ - _ ' OF MANHOLE WITH NATNE SOIL AND 8-INCHES OF TOP SOIL TO FlNISHED GRADE.
/ SSMH 134 SSMH 133 5. USING NON-SHRINK GROUT, RECONSTRUCT MANHOLE X135 CHANNEL TO DIRECT FLOW
W~T~~~S 140 QRQ P _ # - _ # RIM-213.02' - RIM-208.49' TOWARDS NEW SEWER PIPE. PLUG EXISTING DOWNSTREAM PIPE USING BRICKS AND
/ INV IN(za'vcP)=202.97' ~ ~ INV IN(za'vcP)=202.54' NON-SHRINK GROUT BEFORE 24-INCH SEWER TO BE ABANDONED iS FlLLED WITH PLOWABLE FILL CONCRETE.
/ INV OUT za'vcP =202.87' ROYCE EDWARDS ASSOC., INC. 3/8„ INV OUT 2avcP =202.44' JUL ~ ( ) IPF. ( ) 2 6 Z 04 2941 CLAREMONT RD.
/ TO BE A&WDONED (NOTE 4) PIN :1705-74-9479 PTO BE ABANDONED (NOTE 4) # ~ SSMH #39 #39 6. INFORMATION PRESENTED ON THIS DRAWING IS BASED ON A SURVEY PERFORMED BY TAYLOR WISEMAN AND TAYLOR.
DB 10487 PG 781 ~ W~~~?~ ~L~L~~~ ~~GT~~~ J RIM=205.52' PERMANANT CITY of RALEIGH ?05.52'
SEWER / 2925 ANDERSON DR. ~ ~ 7. CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS BEFORE STARi1NG WORK.
EASEMENT JAMES E. & JOHANNA L. PIN#: 1705-74-8891 ~ SSMH #132 / COMPTON, JR. DB 1030 PG 52 ~ RIM=206.59' SSMH #132 RIM=206.59' ~ ~ ~ 8. RESTORE SITE WITH GRASS SEED SIMILAR TO EXISTING 2925 CLAREMONT DRNE'S LAWN.
CITY of RALEIGH 3/8" IPF 2937 CLAREMONT RD. - - _ _ ` ~ INV IN(aVCP from INV IN(aVCP from i3i)=203.04'
2925 ANDERSON DR. / PIN#: 1705-74-8565 ` - _ _ _ INV IN(ta'vcP from INV IN ~a'vcP from 3s =203.19' ~ 9. CONTRACTOR SHALL PROTECT PAVED GREENWAY TO PREVENT DAMAGE DURING CONSTRUCTION ( ) ACTMIIES.
PIN#: 1705-74-8891 J DB 10572 PG 1293 - - INV IN(za'vcP from DB 1030 PG 52 ~ INV OUT(zavcP)=; INV IN(2a'vcP from 133)=202.14 INV OUT(zavcP)=202.14'
/ / , NOTE 3 NOTE 3 10. CONTRACTOR SHALL INSTALL BACKWATER VALVE ON THE SERVICE LATERAL TO 2925 ~ ~ CIAREMONT DRIVE.
! /
SSMH 42 3/8" _ - _ _ EXISTING # IPF - _ RIM=206.15' ~ INTERCONNEC EXISTING 11. LIMITS OF DISTURBANCE SHALL BE BOUNDED BY PERMANENT EASEMENT. INTERCONNECTION
/ 1/2' / IPF. - 12. BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S MAP NUMBER 37183C0341E,
I \ / / THE 100-YEAR FLOOD ELEVATION IS APPROXIMATELY 218.
36-INCH RCP J PATSY RUTH BARGER / SSMH - CRABTREE CREEK ~ 2933 CLAREMONT RD. RIM=214.06 CLAREMONT ROAD 13. BUFFER IMPACT
INTERCEPTOR / PIN :1705-74-7565 _ _ _ _ _ ZONE 1: 384 SF
PARALLEL ' " ` - - - - - _ DB 3998 PG 513 ZONE 2: 1101 SF
IPH BOX 1 J S ON- # 1" IPF / / 3/8" / _ SSMH 131 RIM-209.71' / IPF 24 INCH VCP - # #131
=1 41' / ~ CRABTREE CREEK 24-INCH VCP RIM-208.96' INV IN(12" DIP) 96. 08.96' - LEGEND
INV IN(ta" oIP)=196.31' / ~ INTERCEPTOR CRABTREE CREEK INV IN(e°~vc)=204.96' (e°PVC)-204.96' (e°vcP)=204.26' _ _ _ - _ _ _ _ _ _ _ - _ IXISTING RIGHT OF WAY
INV IN(za' olP)=196.51' / ~ TO BE ABANDONED INTERCEPTOR INV IN(e"vcP)=204.26' ' NOTE 3 TO BE ABANDONED JT(evcP to ~a2)=204.16'
INV OUT as' RcP =195.56' / ( ) INV OUT(evcP to tae)=2f ( ) (NOTE 3) / JOSEPH B. CASH HEIRS / / ~ _ - _ - - - EXISTING SEWER EASEMENT
2929 CLAREMONT RD. ~ 24 INCH VCP 50' RIPARIAN BUFFER / J „ CRABTREE CREEK
(ZONE 2 LIMIT) PIN#: 1705-74_6552 1 , INTERCEPTOR J DB PG IPF TO BE ABANDONED - IXISTING PROPERTY LINE
30' RIPARIAN BUFFER (NOTE 3) --1 EXISTING SEWER AND MANHOLES
(ZONE 1 LIMIT) ' / SSMH 135 / / '
~ _ # i ~ / RIM=212.92' / PROPOSED SEWER
~ / INV IN (24" VCP)=203.77' PROPOSED PERMANENT EASEMENT/UMI1'S OF DISTURBANCE
~ INV OUT (24" VCP)=203.67' ~ PROPOSED SILT FENCE
~ NOTES 2, 5 ( ) cP
~ / 1 " IPF / ~ DEANNE MOTT ~ 20 ~ / 2925 CLAREMONT RD. EXISTING EDGE OF PAVEMENT
s t EDGE OF ~ . \ o~ N PIN#: 1705-74-5465 ' - - - - STREAM
1. ASPHALT p 1 J ~ DB 4534 PG 624 ' 8
_ '-?p8/ ~ / APPROXIMATE LOCATION - - - NEUSE RIVER RIPARIAN BUFFER
CRge ~ OF SEWER LATERAL ~o ~ --------2C6------ CONTOUR
rRFF \ 2os (NOTE 10) ~ o
~ CR J 3/8,, ~e IPF ~iF Cy ~ FFk IPF \ SSMH 136 / Bso.~'~ ~F 36-INCH RCP
~ / # ~ , o ~'o 215 215 ~ ~ ~ MH SEALED W/ CONC; ~ ~ o~ 2~. ~ APPROXIMATE CRABTREE CREEK ABBREVIATIONS INTERCEPTOR PARALLEL
_.SIPHON--_..... - ..SSMH_. ~ ~ RIM NOT FOUND ~ `~Q9li p .p \ GRADE ~ ~ ~ Ac ~P~O BOX #1_._ X135 INV.=195.56 CP ~p~D pqM ~ LINEAR FEET
- I ~ 'P _ _ _ 14 INCH D P SILT E CAROLYN M. EWOT ~ %'PO MANHOLE 135A i
12-INCH DIP 2921 CLAREMONT RD. ~ ~ 9~J PROVIDE MANHOLE DU1 OUMETER PVC POLYVINYL CHLORIDE
PIN 1705-74-5248 24-INCH DIP 3/8 -FRAME WITH IPF DB 3882 PG 332 \ WATERTIGHT COVER INV.=196.31 DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE
~ ~ \ 210 4, Da. 210
~ 10' Sdt 35 PVC ~ ~ IPI'1ER(~NNEC'IION \ _ _ ELEV ELEVATION R/W RIGHT OF WAY NONE 2
INV INVERT' SSMH SANITARY SEWER MANHOLE o
-24-INCH VCP ;P ~ I / iv IPF IRON PIPE FOUND VCP VITRIFlED CLAY PIPE
J.J. FALCON CO. _ _ _ (NOTES 2, 3. ~ 5) 24-INCH VCP 3. do 5 /
(HOMEOWNERS ASSOC.) CRABTREE CREEK 205 205 ~i 1 ( I I
(SOUTHERN HALF OF ~ ~ \ INTERCEPTOR . _ ~ ~ .,7 h
CRABTREE CREEK) ` 0~ - 453 ~ . ______.0 6~ _ _ _ . PIN#: 1705-74 4 I 1 \ F '
DB 761 PG 62 _ _ u___._.__.__._ ~ ~ ~ ~ ~ /T 5~~,..
~ _ 10 ~ 1 ` 10" SDR 35 PVC ~ ~ ~ INTERCEPTOR ~ ~~`•j'
~ ~ SIPHON BOX 2 ~ 200 ,06 200 1440
RIM=207.6' -IN f ~ 24-INCH DIP I w - ~ ~i;~ ~
' INV IN(as° RcP)=196.60' _ 1 ~ SIPHON BOX #1 :s' ~ ~ INV-196.51 ~ -
INV OUT(tz' DIP)=196.35' ~ SEE SIPHON BOX ~1 INV OUT(ta° DIP)=196.40' DETAIL (NOTE 2) I , CONCRETE ~ I ~ ~ ti ~
INV OUT(za' DIP)=196.40' CHANNEL ~.:_r r
SSMH #137 195 195 ,~f
RIM=216.52' 10 LF 10 PVC 0 6.OOX ~,v ;t
INV IN(za'vcP)=204.27' INV OUT(za'vcP)=204.24' 14-INCH D1P 'k ~ ~ ~ INV=196.31
,t ' °,~(',a.
12-INCH DIP ~ ~ INV.=196.41 ~ ~,r'
1 `"°iM r x O . .
N 190 190 0+00 0+50 1+00 1+50 . ~ ,
SCALE: 1 "=50' INV. IN 196.41 196.21 203.77 INV. IN t~ ',xrr- _ ~ . 1y. _ ,
INV. OUT 195.56 196.01 203.67 INV.. OUT RIM 209.71 209.71 212.92 RIM 1 ~ Q~ r~ ,^~s
GRADE 208.26 209.00 207.70 GRADE e~~ ~pt~ Q~ A R rk ~ i ~
STAl10N 0+00 0+10 1+16.28 STATION , p PROJECT SITE
ti ,_~4 '~Y ~ ~
0 N INT R 10 P V ''k;,,. 0 0 AI , , S ~~t , ,
HORIZ SCALE: 1 "=50' SCALE: 1 2 =1 -0 ~ / _ G
VERT SCALE: 1 "=5' lENW00D qyE , .
.
na„~~;, i
~
VICI IN MAP
J: Ralei h Jobs 30253 30 Drawin s Civil 30253-Claremont-Plan-1of2.dw ~ "=zaod
p I/f// ~a
~r ~ • V ~~I NOTES: ~ '~o . T~c,~ CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT ~ o ~
~ ' Unde round facilities structures and utilities have been lotted from F~S~O 1~~~ ~I
' p FOR REGULATORY REVIEW avails le surveys and records, and therefore their locations must be ~ ~ Q ~ CRABTREE CREEK INTERCEPTOR CONNECTION TO Q . ,
2 considered approximate only. There may be others, the existence of BAW SRH SRH SE which is presently not known. The Controctor shall comply with the S sE THE CRABTREE CREEK INTERCEPTOR PARALLEL
North Carolina Underground Damage Prevention Act. Before excavating, FOR APPROVAL ' ~ , S ~ . - nvironmenta n sneers an dentists
~ S u o the Contractor shall noti each utili owner hawng underground BAW 4 2B 04 SRH SRH ~ PLAN PR FILE AND DETAI L
utilities located in the proposed area to be excavated, either orally H ~
or in writing, nat less than two nor more than 10 working days prior gyp, DRAWN DATE CHECKED DESIGNER PROVE DATE H to startin , of intent to excavate. The North Carolina One-Call Center's g PROJECT SUPERVISOR DEPARTMENT SUPERVISOR 7 G u~~i t~~
phone number la 1-800-632-4949. ~ 0 ~ a RALEIGH, NORTH CAROLINA
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , _ _ _ rp, DRAWN DATE CHECKED DESIGNER PRO DATE JOB N0. 30253 CONTRACT - SHEET ~ OF 2

MAN~a ~ APpmvED ~TUaNOUS 1' LETTERIt ' TIERING MIIUMUM A/G WEIGHT i LE FRANE
RASE SEALANT TENT ~ ~ APPtg'D TD RECESSED FL RECESSED FLUSH COVER 170
FINISHED GRADE ~ c~ s~ THE ~ ff TIE CONE SECTI~I TO PRWIDE v ~ F0! MANM~E FRNE AND COVER A PATER TDGNT SEN.. TOTAL 432
~ V\~ 0 8' MAX.
3 -1' DIA. HOLES VARUIBIE AS DIRECTED BY THE ENGINEER
.1 ;f AT 120° •'I~ Ii
24' fJAX a•• r : r ;.i z ,.I ;.i• .•i. A
FINAL ,r t . A A I, ~ I N. -1 MI 12 2 GA. ~ ~u ~ INTERNED
BACKFILL ~.."R ' ~o ® ~ WIRES
. , N IL NC F I ~i , INSTALLED TO COND ~i
~ ECCENRtIC M}1 CaE MAY ~ IRE FROM TOP TYPICAL LIFTING DEVICE
UNDISTURBED SDIL ~ usEn oN a• ~ ~ 1 • • 12' SEVER MAINS GRADE
MANHO.E CuE AND BARREL i (I; i~~
. SECTIONS SHALL 8E AS PER ,u
: •r. • : ~ , ASTlI STANDARDS 0 'iii ii
4 6 DIA. AS dir.. r'• • 4 • r'r 'ce REQUIRED J : 4 iii
~ INITIAL ' M+'r; ~ ~ a PLAN ~ FRONT VIEW
BACKFILL ::~i•:;:~~ ~ ~a :1 'O' RING SEAL
SPRING LINE :~•~..r:•~~ #67 STONE . • > DR RAM-NECK 28 i/4' 26 1/4' STEEL POST
M 4 4' n 1 3/8 3/8 . WOVEN WIRE FABRIC
HAUNCHING ~ PIPE GRADE o 'i SILT FENCE GEOTEXIILE FABRIC
Y'• UBBER BOOT 4' BEDDING uTEItAL ~xr SHU1. Mar y~~,l [lQIE; o
• BE IANEit 11iAN YAN SPRtVC- ~ •:o: ' ~ LINE IMNIIOLE NEEDS 1a BE 7 1/2' ..4~' + ' AtIDUE 10 YEAR FLOOD PINN .I ~ li'~,, ? FlLL SLOPE - USE SILT FENCE ONLY M N '•i''~i~
GASKET IN VERTICAL o FACE OF COVER WHEN DRAINAGE AREA a3
TAMP WELL UNDER MDVD~l1M SIDE ~ 1.;', ~ ' , . v . , ~ ~ ' AND YBTR TD eE t ' NtOYE 1' ' O.D. ff PIPE 6' ~ • ~ •'p~. 6 too YEAR FLOOD PUN. L BOTTOM HALF 6 CLEARANCE t A• • •.i • ~ aNEN wue+aE laps ARE w DOES NOT EXCEED 1/4 ;'l ' ~ GRADE
OF PIPE 9' a°~nscE s~iEP~s w~isr ~ RING MUST HE ACRE AND NEVER IN AREAS iii • ANCHORED IN OF CONCENTRATED FLOW. o 6' MIN. COVER
PROVIDED. SEE STANDARD SECTION A-A ~ s-~a ~ sI~ ~ 24 ACCORDANCE I OVER SKIRT
NON TRAFFIC ARFAS, TOP OF 3' 3' 28' WITH S-25 -END OF SILT FENCE N i, NEEDS TO BE TURNED j~i ANCHOR SKIRT AS
BOTTOM DIMENSIONS FOR IINIm Ie~i. oF~i' Ae~aE TYPICAL TRENCH FWISFIED oROUNO suRFN~. ~ UPHILL DIRECTED BY ENGINEER *
SDR 35 PVC GRAVITY PIPE • • SEE SEVER DESIGN sECrmn SIDE VIEW
NOTESf •
1. For trenches requiring shorng and bracing, dlnenslons shalt A A ~ COPACIED sTOIE A * FOR REPAIR OF SILT FENCE FAILURES, USE
be taken froFt the Inside face of the shoring and brncing. N0. 57 WASHED STONE.
~ iASE NEV IW E 2, No rocks or boulders 4 or larger to be used In Initinl backflll. uaIER FOR ANCHOR WHEN SILT ~g• FENCE IS PROTECTING
3, All backflll naterlal shall be suitable native naterlal, • ~ ~ m' ff ~ ~ FRAlE AND COVER SFIALL HE STAINLESS STEEL RDD CATCH BASIN.
4. Backflll shalt be tarlped In 6 lifts h traffk arena, 12 In WSTALLED A ND~L ff 1 AiOVE
non-traffic areas, FDIISIED GRWJD Su~ACE' ~a.• :P .f TYPICAL LIFTING DEVICE SECT
CITY OF RALEIGH CITY OF RALEIGH jnP nF COVER ,y. CITY ~ RALEIGH TDP aF cwER CfIY OF RALEIGH
P UTIL T ES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF UBLIC I I DEPARTMENT OF PUBLIC UTILITIES CENTRAL ENGINEERING pFp,~p,~
TRENCH BOTTOM DIMENSIONS AND BACKFILLING STANDARD PRECAST SANITARY MANHGLE FRAME AND REt~oNS , ~,wu
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN SEWER MANF~LE WATERTIGHT COVER TEMppR~
REV SIGNS DAT DATE REVI ONS T SI NS DATE REVIS DNS S DATE SILT FENCE
$-26 -H -30-
S-5 TO NOTES 3-1-87 ,W,C, -3-99 S_20 ECG coME, EXT aASE s-1~-e1 Y.c~ ~z-~-9e - - RRH -30-0 a-1-e~ RRN 3-30-00 - STD. # 40.04
our TYPICAL SANtT TYPICAL SANITARY SEWER SERVICE BACKWATER VALVE STYLES:
• yr SCREWCAPS
s Lr
ivr
w " ~ 4, . rw ur
r ~___.,r~r-~ Q
Aa
yr ca ss R~.L PINS
~ ~ 1/E' DQA x 13/4' tvr 0 T R
3/i' S' PER VALVE
ts' ~ TYPICAL BACKWATER CAL BACKWATER VALVE INSTALUTIONS: 1. CONTRACTOR IS RESPONSIBLE FOR FURNISHING, INSTAWNG AND MAINTAINING ALL EROSION AND
SEDIMENTATK)N CONTROL MEASURES.
9/M HOUSE 2. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE WfTH THE NORTH
o lm A CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES SEDIMENT CONTROL CODE, LATEST ED1110N.
TYPICAL CAM LOCK MANHOLE GA~r
0000000 0000000 BASEMENT OR CRAWL SPACE 3. CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES BffORE CLEARING,
A CONSTRUCTION OR DEMOLITION WORK IS BEGUN.
BOTTOM OF FRAME SIDE 4. ALL EROSION AND CONTROL MEASURES SHALL BE INSPECTED WEEKLY OR AFTER EACH SIGNIFlCANT RAIN
PLAN ELEVATION EVENT AND REPAIRm AS NECESSARY. SEDIMENT SHALL BE PROPERLY DISPOSED SO THAT FURTHER SEDIMENT TRANSPORT DOES NOT OCCUR.
FINNED GASKET IN VERTICAL OPEN
- FACE OF COVER TO MAKE POSITION SLIP RESISTANT CLEAT 5. CONTRACTOR SWILL PROVIDE PERMANENT SEEDING WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS
WATERTIGHT. COVER HOUSE YARD/VAULT INSTALLATION FOR AFTER FlNAL GRADE IS REACHED, UNLESS TEMPORARY STABItJZAl10N WAS BEEN APPLIED. 1SE BUILDINGS BUILT ON SLAB AND
1i OTHER LOCATIONS WHERE VALVE 6. IMMEDIATELY APPLY MULCH TO DENUDED AREAS DURING NON-GROWING SEASONS.
CANNOT BE INSTALLED IN 7. ALL TEMPORARY CONTROL MEASURES SWELL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND SITE BASEMENT OR CRAWL SPACE. ~ Berry PERMANENTLY STABILIZED.
BOTTOM DF CDVE
12 CBSO 4 METER BOX OR SIMILAR BOX/VAULT 8. ANCHOR STRAW BY TACKING WITH ASPWILT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH
CLOSED OF APPROPRIATE SIZE ANCHORING TOOL
LOCKING DEVICE O POSITION ELEVATION TO ALLOW REGULAR MAINTENANCE 9. DISTURBED AREA = 0.06 ACRES (120 FEET x 20 FEET)
FRAME
NOTES: NOTES:
STANDARD -PENTAGON HEAD S.S. BOTTOM OF FRAME #3 OR #4 REBAR 1. INSTALLAT 1. INSTALLATIONS OF GREATER THAN 4' IN DEPTH MAY REQUIRE MANHOLE.
OPTIONAL - S•S, HEX HEAD BOLT 2. VALVES MUST BE INSTALLED IN A LOCATION AT WHICH THEY CAN BE
ROSION RESISTANT MATERIAL 2. VALVES M CLEANED AND SERVICED REGULARLY.
RUBBER PLASTIC CLEANED TYPICAL LOCKING DEVICE
CITY OF RALEIGH
NOTES DEWEY BROS. OR CITY OF RALEIGH CITY OF RALEIGH APPROVED EQUAL DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT DF PUBLIC UTILITIES
TYPICAL SANITARY SEWER SERVICE BACK-
WATER-TIGHT MANHOLE FRAME SECTION A - A STANDARD SLIP RESISTANT RING MUST BE ANCHORED WATER VALVE INSTALLATION
IN ACCORDANCE WITH S-25 WITH CAM LOCK COVER MANHOLE STEP DETAIL
REVISIONS DAT R VISI DAT REVISIONS DATE REVISIONS DATE EVISI~NS DA E I DATE
-30-00 S_28 RRH 3-30-0 5-27 S-38 RRH - -
J: Ralei h Johs 30253 30 Drawin s Civil 30253-Claremont-Plan-2of2.dw
i~ ~O K~ CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT D
NOTES. a ~ESs ' fES3,~ s
Underground facilities, structures, and utilities hove been plotted from FOR REGULATORY REVIEW ~ CRABTREE CREEK INTERCEPTOR CONNECTION TO
available surveys and records, and therefore their locations must be 7~' S E 2 considered approximate only. There may be others, the existence of BAW SRH SRH 9 s~ ! THE CRABTREE CREEK INTERCEPTOR PARALLEL e ,
which is presently not known. The Contractor shall comply with the it nm n n sneers an dentists nvo eta
Pon Act. 9efore excavatn FOR APPROVAL -BOX North Carolina Underground Damage Prevent g. u C~ ~ 1 , ~ ~ DETAILS
the Contractor shall notify each utility owner having underground BAW 4/26/04 SRH SRH .,~4 •r'~Y E utilities located in the proposed area to be excavated, either orally ~E '~Y E
DESIGNER PR DATE or in writing, not less than two nor more than 10 working days pnor Ip• DRAWN DATE CHECKED
to startin , of intent to excavate. The North Carolina One-Call Center's ? li p 9 PROJECT SUPERVISOR DEPARTMENT SUPERVISOR G o RALEIGH, NORTH CAROLINA
phone number Ps 1-800-632-4949. ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ gyp, DRAWN DATE CHECKED DESIGNER PROVED DATE JOB N0. 30253 CONTRACT - SHEET '1 OF 2