20041579 Ver 1_Complete File_20040927

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 14, 2004
Orange Water and Sewer Authority
Attn: Elijah Williams, PE
400 Jones Ferry Road
Carrboro, NC 27510
Subject Property: OWASA North Forest Hills Pump Station
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Mitchell:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project ,# 04-1579
Orange County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 70 feet of streams for the purpose of installing a sewer line at the subject
property, as described within your application dated September 14, 2004 and received by the N.C.
Division of Water Quality (DWQ) on September 27, 2004 and additional information received on
October 12, 2004. After reviewing your application, we have 8ecided that the impacts are covered by
General Water Quality Certification Number(s) 3374 (GC3374)? The Certification(s) allows you to use
Nationwide Permit(s) 12 when issued by the US Army Corps of Engineers (USACE). 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:
Amount Approved Plan Location or Reference
(Units)
Stream 70 (feet)
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: hitp://h2o.enr.state.nc.us/ncwetlands
None Carolina
Nturalllt

Orange County Water and Sewer Authority
Page 2 of 3
October 14, 2004
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full 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. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. 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.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
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. 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/Wetlands 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,
Orange County Water and Sewer Authority
Page 3 of 3
October 14, 2004
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Mike Horan in the DWQ Raleigh Regional Office at 919-571-4700.
Sincerely,
1
Alan W. Klimek, P.E.
AWK/bs
Enclosures: GC 3374
Certificate of Completion
cc: Larry Mitchell, Earth Tech, 701 Corp Center Drive, Suite 475, Raleigh, NC 27607
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 04-1579 OWASA (Orange) 401
- ': ( :url,or ate Center 1)rlye, Sui((. .I-:5. RaIuigh, NI)rth (:aruliii a 2?60 7:
October 7, 2004
In-
Ms. Cyndi Karoly
401 Oversight Unit j C T 1 2 2004
Division of Water Quality c, t7EP1R - WATER QUALITY
1650 Mail Center Drive Jew:- : p R T RWq?R T
Raleigh, NC 27699-1650 BRANCH
Subject: 401 WQ Certification Permit - Request for Aclliitional Information
DWQ Project # 04-1579
OWASA N. Forest Hills Pump Station Phase-out
Earth Tech No. 70936-06
Ms. Karoly:
We are in receipt of your letter dated October 5, 2004 to Mr. Elijah Williams, PE
requesting additional information regarding a proposed impact to minor streams during
a gravity sewer construction project. On behalf of the Orange Water and Sewer
Authority and in accordance with your request we offer the following.
h?csimilc'-
1. The in-stream work for the installation of the sewer line will be conducted during a
single day shift (approximately 8 hours) or less; during this time temporary impervious S ; , . 6 > ; 9
diking with by-pass pumping via on-site mud pumps is the proposed method of
construction. Note both of these streams tend to be dry unless heavy rain has recently
occurred, therefore scheduling may allow (and Contractor preference) for stream
crossing to be conducted during a dry period.
2. The literal interpretation of the description offered in question 1, page 10 of the PCN
under section VIII mitigation may give the impression that stream relocation is
proposed, however no relocation will be conducted. The small intermittent to perennial
stream will be disturbed/impacted during construction as detailed above and on the
construction drawings, but not relocated.
If there are any questions or concerns regarding this project, please contact me at 854-
6235 or Ron Johnson at 854-6210
Very truly yours,
Earth Tech of North Carolina, Inc.
Larry . Mitchell, PE
Project Manager
C: Elijah Williams, PE - OWASA
Mike Horan, DWQ Raleigh Regional Office
Ron Johnson, Earth Tech
E A R T H @ T E C H
A Tyco Infrastructure Services Company
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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
October 5, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUEST'
Orange Water and Sewer Authority
Attn: Mr. Elijah Williams, PE
400 Jones Ferry Road
Carrboro, NC 27510
D Project # 04-1579
Orange County
Subject Property: OWASA North Forest Hills pump station phase out
REQUEST FOR MORE INFORMATION
Dear Mr. Williams:
On September 27, 2004, the Division of Water Quality (DWQ) received your application dated
September 14, 2004 to impact 70 feet of streams to construct the proposed gravity sewer main.
The DWQ has determined that your application was incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property.
Therefore, unless we receive the additional information requested below, we will have to move
toward denial of your application as required by 15A NCAC 2H .0506 and will place this project
on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
1. Please describe how the in-stream work for the installation of the sewer line will be
conducted, i.e. temporary dewatering, impervious dike, etc. for both streams.
2. Please explain what is meant by the description in Question 1, page 10 of the PCN under
section VIII mitigation, which reads "the small intermittent to perennial stream that is
disturbed will be returned to its approximate original location following installation of the
sewer line." Are you proposing to relocate the stream and if so, a stream relocation plan
needs to be provided.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
401 OversighVExpress 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: hftp://h2o.enr.state.nc.us/ncwetlands
NhCarolina
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Xturaly
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Office Use Only:
USACE Action ID No. DWQ
(If any particular item is not applicable to this project, please
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ?
? Section 10 Permit ?
® 401 Water Quality Certification
Form Version May 2002
4 15 7 9r
rliot Applicable" or "N/V
Riparian or Watershed Buffer`kules
Isolated Wetland Permit from DWQ
2. Nationwide, Regional or General Permit Number(s) Requested: General Permit # 3374
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 D ???
Name: Orange Water and Sewer Authority SER 2 7
Mailing Address: 400 Jones Ferry Road
Attn: Mr. Eliiah Williams. PE ??r ,uwusAW $Tgt?yY*
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Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 14
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: North Forest Hills Pump Station Phase Out
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): See attached sheet - Additional Information
4. Location
County: Orange Nearest Town: Chapel Hill
Subdivision name (include phase/lot number): North Forest Hills
Directions to site (include road numbers, landmarks, etc.): From downtown take Airport
Road north to Piney Mountain Road. Turn right onto Piney Mountain Road and follow road
around to Summerlin. Project is on left side of road past Summerlin.
5. Site coordinates, if available (UTM or Lat/Long): UTM 17 676114E 3980249N
(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): N/A
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Booker Creek
8. River Basin: Cape Fear River Basin
(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/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Residential - existing sewer line right of way or part of
project - new sewer line to og though undeveloped portion of yards. Some trees, bushes and
weedv herbaceous plants present.
Page 6 of 14
10. Describe the overall project in detail, including the type of equipment to be used:
Install new sewer line and replace existing line. Equipment will consist of back hoes,
trenchers, and other construction equipment
11. Explain the purpose of the proposed work: See attached sheet for additional information.
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.
No prior 404/401 permits
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.
None anticipated
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 14
1. Provide a written description of the proposed impacts:
See attached sheet for additional information
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/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, till,
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 http://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: No wetlands
Total area of wetland impact proposed: None
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
1 Temporary fill 60 UT to Booker Creek 1 ft Perennial ??
2 Temporary 10 UT to Booker Creek 1 ft Intermittent

* 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 internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coni,
www.inapyuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 70 ft temporary impacts
Page 8 of 14
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: None
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name Wat)
(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 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.):
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.
Stream approximately parallels existing sewer line. It is not possible to replace the sewer line
without temporarily disturbing stream.
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 14
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
http://h2o.enr.state.nc.us/ncwetIands/strmgide.html.
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.
The small intermittent to perennial stream that is disturbed will be returned to its approximate
original location following installation of the sewer line.
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 14
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
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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
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 3
2 1.5
Total
* 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 14
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 213 .0242 or.0260.
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.
No change in impervious surface - Project will include Sediment and Erosion Control through
BMPs such as silt-fencing, temporary sedimentation basins, and culvert inlet protection.
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.
Project will replace existing sewer mains and install new sewer for approximately six homes.
Treatment capacity is provided by the Mason Farm WWTP
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. 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).

App?icant/Agent's Signature Date I
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 14
ADDITIONAL INFORMATION
III. Project Information
3. Property Identification Number (Tax PIN)
Property owners are shown on site plans. The following owners are those with a perennial or
intermittent stream on their property that will be temporarily impacted by the project.
Joanna and Brian Smith
304 Forbush Mountain Road
Chapel Hill, NC 27514
Pin # 9880-50-9767
John Ray and Betsy Davis
107 Apple Street
Chapel Hill, NC 27514
PIN # 9880-50-9875
Betty and Major W Geer
103 Apple Street
Chapel Hill, NC 27514
PIN # 9880-60-1873
Karen W. Green
457 Piney Mountain Road
Chapel Hill, NC 27514
PIN # 9880-60-1697
10. Explain the purpose of the proposed work:
The North Forest Hills Pump Station serves the North Forest Hills subdivision and is located near the
intersection of Apple Street and Forbush Mountain Road in Piney Mountain Road vicinity of Chapel
Hill. The pump station is located very close to several residences and requires a portable generator to be
located on Apple Street during power outages. The generator is noisy, blocks portions of the street and
requires temporary above ground power wiring from the street to the pump station. Additionally, the
OWASA sewer operational staff must perform the necessary emergency hook-ups and required
maintenance with on-going routine checks of the pump station. Pump stations are more labor intensive,
more subject to overflow, odors and noise complaints and generally require more operational resources
than gravity sewer service.
Preliminary investigations determined that sufficient topographical relief exists to allow the pump
station to be replaced with a gravity sewer main. Several public meetings have been held and
discussions with several residents concluded that a gravity sewer would be favorable to the Piney
Mountain area. The short-term benefit is immediate abandonment of a pump station and attached force
Page 13 of 14
I
main with gravity sewer service to approximately six property owners, who can then abandon their
septic tanks. The long-term benefit is reduced sewer collection operational cost and potential for
additional sewer extensions to serve approximately ten more customers in the future.
VI. Proposed Impacts to Waters of the United States/Waters of the State
The proposed project will temporarily impact two separate small streams. The first stream is an
intermittent to perennial stream that flows onto the existing sewer line and flows down the line for about
60 feet before flowing off the project. The topographic contours on the Site Plans do not accurately
reflect this streams and drainage pattern in this area. The existing sewer line in this area will need to be
replaced. It is not possible to replace the line without disturbing 50 to 60 feet of this small stream.
The second stream is an intermittent drainage feature that will have a perpendicular crossing of the new
sewer line. About 10 feet of this stream will be temporarily disturbed during construction of the new
sewer line.
Page 14 of 14
, I, I (, rl 1 1, 1 it(, C e n t e r I) I I S LI i I C .{ 7 5. R I c i 14 It , N o I- ( It C a P II I i 11 s z 7 G It 7
August 17, 2004
a@@69MR1
SEP 2 7 2004
Division of Water Quality
401/Wetlands Unit DEN TWA TF_R QUALITY
1650 Mail Center Drive t:,?, YrEi?ANDS
Raleigh, NC 27699-1650 t
Subject: 401 Water Quality Certification Permit -`
OWASA N. Forest Hills Pump Station Phase-out
Earth Tech No. 70936-06
To Whom It May Concern: ®41 7 9
Enclosed are five (5) copies of required data as well as an application fee of V c I C. I, It,,,t c
$200.00. We are requesting written approval for approximately 70-feet of stream
impacts. The impact will be due to temporary stream crossings during construction v I 5 4 6 ' U o
of a gravity sewer main to allow abandonment of an exiting pump station. One
stream impact (approximately 10-feet) is a perpendicular crossing whereas the
longer (approximately 60-feet) is a longitudinal impact. Sedimentation and Erosion
919.854.6 2 5 9
Control Best Management Practices have been discussed on-site with Mr. Ren
Ivings, Orange County Erosion Control Superintendent and his comments have
been included in these construction drawings.
The sewer main construction is within the Town of Chapel Hill's Resource
Conservation District (RCD) zoning and as such has been approved for construction in
accordance with the Town's requirements.
If there are any questions or concerns regarding this submittal, please contact me at
919-854-6235 or Ron Johnson at 919-854-6210
Very truly yours,
Earth Tech of North Carolina, Inc.
?/Ow A/
Larry W. "Ititchell, PE
Project Manager
Enclosures
C: Elijah Williams, PE - OWASA
FD
E A R T H ` T E C H
A tY00 INTLIMAIII)NAI I It' IOMPANY
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. _041,579
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Ar??
1. Check all of the approval(s) requested for this project: u
? 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: General Permit # 3374
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: Orange Water and Sc
Mailing Address: 400 Jones Ferrer
Carrboro, North Car(
Attn: Mr._ Elijah Will
G°1 D
PE
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:[e-mail]
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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:

,J
i
Page 5 of 14
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: North Forest Hills Pump Station Phase Out
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): See attached sheet - Additional In
4. Location
County: Orange Nearest Town: Chapel Hill
Subdivision name (include phase/lot number): North Forest Hills
Directions to site (include road numbers, landmarks, etc.): From downtown take Airport
Road north to Piney Mountain Road. Turn right onto Piney Mountain Road and follow road
around to Summerlin. Proiect is on left side of road bast Summerlin.
5. Site coordinates, if available (UTM or Lat/Long): UTM 17 676114E 3980249N
(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)
N/A
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Booker Creek
8. River Basin: Cane Fear River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/lh2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Residential - existing sewer line right of way for part of
project - new sewer line to og though undeveloped portion of yards. Some trees, bushes and
weedy herbaceous plants present.
Page 6 of 14
10. Describe the overall project in detail, including the type of equipment to be used:
Install new sewer line and replace existing line. Equipment will consist of back hoes,
trenchers. and other construction cauioment
11. Explain the purpose of the proposed work: See attached sheet for additional information.
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.
No prior 404/401 permits
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.
None antici
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 14
1. Provide a written description of the proposed impacts:
See attached sheet for additional information
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
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 tloodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://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: No wetlands
Total area of wetland impact proposed: None
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(pleasespecify)
1 Temporary fill 60 UT to Booker Creek 1 ft Perennial ??
2 Temporary 10 UT to Booker Creek 1 ft Intermittent

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.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 70 ft temporary impacts
Page 8 of 14
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: None
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name Wat)
(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 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.):
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.
Stream approximately parallels existing sewer line. It is not possible to replace the sewer line
without temporarily disturbing stream.
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 14
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
http://h2o.enr.state.nc.us/ncwetiands/strm.ide.htm1.
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.
The small intermittent to perennial stream that is disturbed will be returned to its approximate
original location following installation of the sewer line.
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.ne.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 14
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
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
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
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 3
2 1.5
Total
* Zone 1 extends out 30 teet perpendicular trom near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 14
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 213 .0242 or.0260.
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.
No change in impervious surface - Project will include Sediment and Erosion Control through
BMPs such as silt-fencing temporary sedimentation basins, and culvert inlet protection.
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.
Project will replace existing sewer mains and install new sewer for approximately six homes.
Treatment capacity is provided by the Mason Farm WWTP
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. 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).
%46
1"p-,15'icant/Agent's Signature Date '
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 14
ADDITIONAL INFORMATION
III. Project Information
3. Property Identification Number (Tax PIN)
Property owners are shown on site plans. The following owners are those with a perennial or
intermittent stream on their property that will be temporarily impacted by the project.
Joanna and Brian Smith
304 Forbush Mountain Road
Chapel Hill, NC 27514
Pin # 9880-50-9767
John Ray and Betsy Davis
107 Apple Street
Chapel Hill, NC 27514
PIN # 9880-50-9875
Betty and Major W Geer
103 Apple Street
Chapel Hill, NC 27514
PIN # 9880-60-1873
Karen W. Green
457 Piney Mountain Road
Chapel Hill, NC 27514
PIN # 9880-60-1697
10. Explain the purpose of the proposed work:
The North Forest Hills Pump Station serves the North Forest Hills subdivision and is located near the
intersection of Apple Street and Forbush Mountain Road in Piney Mountain Road vicinity of Chapel
Hill. The pump station is located very close to several residences and requires a portable generator to be
located on Apple Street during power outages. The generator is noisy, blocks portions of the street and
requires temporary above ground power wiring from the street to the pump station. Additionally, the
OWASA sewer operational staff must perform the necessary emergency hook-ups and required
maintenance with on-going routine checks of the pump station. Pump stations are more labor intensive,
more subject to overflow, odors and noise complaints and generally require more operational resources
than gravity sewer service.
Preliminary investigations determined that sufficient topographical relief exists to allow the pump
station to be replaced with a gravity sewer main. Several public meetings have been held and
discussions with several residents concluded that a gravity sewer would be favorable to the Piney
Mountain area. The short-term benefit is immediate abandonment of a pump station and attached force
Page 13 of 14
main with gravity sewer service to approximately six property owners, who can then abandon their
septic tanks. The long-term benefit is reduced sewer collection operational cost and potential for
additional sewer extensions to serve approximately ten more customers in the future.
VI. Proposed Impacts to Waters of the United States/Waters of the State
The proposed project will temporarily impact two separate small streams. The first stream is an
intermittent to perennial stream that flows onto the existing sewer line and flows down the line for about
60 feet before flowing off the project. The topographic contours on the Site Plans do not accurately
reflect this streams and drainage pattern in this area. The existing sewer line in this area will need to be
replaced. It is not possible to replace the line without disturbing 50 to 60 feet of this small stream.
The second stream is an intermittent drainage feature that will have a perpendicular crossing of the new
sewer line. About 10 feet of this stream will be temporarily disturbed during construction of the new
sewer line.
Page 14 of 14
DWQ# 4 15°7
Plan Detail Incomplete

jC)JL, '2
/)voq Who Reviewed; d/ _71WSn A J
Date
? Please provide a location map for the project.
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage. - - -
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan. , IV
? Please indicate whether or not the proposed impacts already been conducted
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide addlitiotW
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
Please provide a signed copy of the application.
? Please provide copies of the application,
Mitigation
copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. -Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
? juu) vw - ,, ea.Irru ?,vo-Lk
pot

N594 NC DENR-DIVISION OF WATER QUAL 00000000000027218 8/19/2004 023277
00000000000028375 APLN FE-SWR 401WTLND 8/18/2004 $200.00 $200.00 $0.00 $0.00
P@Padc= p
Q
S E P 2 7 2004
DENR - WATER QUALITY
WETLANDS AND STOfU MER BRANCH
$200.00 $200.00 $0.00
COMPUTER CHECK RUN AUGUST 19, 2004
$0.00
023277
$200.00
$200.00
ORANGE WATER AND SEWER AUTHORITY 400 Jones Ferry Road P.O. Box 366 Carrboro, NC 27510
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Orange Water and Sewer Authority
400 Jones Ferry Road
Carrboro, NC 27510
DWQ# 04-1579 - Orange
A.
? Agent
&so - ? Addresse(
B. 12fec(Pri ?ICame) C. Date of Deliver)
i-
D. Is delivery address ifferent f item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
[Certified Mail ? Express Mail r.
? Registered EN' Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) EJ Yes
2. Article Number 7004 1160 0002 2706 6219
(Transfer from servic
Dc c....., `1%111 ceti.,,- onnn n ern cep oe a 1M5o6_--KA MA,
UNITED STATES POSTAL SERVICE First-Class Mail
Postage & Fees Paid
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
b 1 {rr{r{{rrr{t{{rr?{rirr{rr?rr{r{ a {r{r{{rrrr{{rr?r{r{?rrrrr??i{
GENERAL NOTES:
N 0
B F N w
I. CONTRACTOR SHALL ABIDE BY ALL LOCAL AND STATE LAWS AND/OR N
ORDINANCES TO THE EXTENT THAT SUCH REGULATIONS DO NOT CONFLICT ~ > C7 J O
WITH FEDERAL LAWS OR REGl1LATI0NS. 16. TOPOGR 2. AN ATTEMPT TO LOCATE EXISTING UTLITIES HAS BEEN MADE DURING UTILITY INFO ~ ~
TOPOGRAHIC SURVEY PREPARED BY TITAN ATLANTIC. SUBSURFACE
-ILITY INFORMATION PREPARED BY TITAN ATLANTIC. GEOTECHNICAL ~ F =
PROJECT DESIGN AND THE INDICATION OF SUCH IS FOR THE USE OF INFORMATION =ORMATION PREPARED BY GEO SOLUTIONS, INC. SUBSURFACE UTILITY J J "
ENGINEER DURING DESIGN AND CONTRACTOR DURING BIDDING. AND GEOTEC JD GEOTECHNICAL INFORMA PION CAN BE FOUND IN THE PROJECT
CONTRACTOR IS RESPONSIBLE FOR LOCATING BOTH ABOVE AND BELOW MANUAL. c~ c~ o
GROUND UTILITIES AND CONSTRUCTING THE PROJECT WITHIN THOSE 17. ACCESS
EXISTING UTLITIES. NO ADDITIONAL PAYMENT WILL BE MADE FOR DELAYS, THE EXTENT ACCESS TO EACH RESIDENCE SHALL BE MAINTAINED AT ALL TIMES TO
WAGES, EQUIPMENT COST OR OTHER EXPENSES OUTSIDE OF INSTALLED HOURS PRIO MATERIAL COST AS LISTED IN THE BID. MAINTAIN AC IE EXTENT POSSIBLE. CONTRACTOR TO CONTACT RESIDENTS AT LEAST 72
iURS PRIOR FOR PARKING ARRANGEMENTS. CONTRACTOR SHALL
~INTAIN ACCESS TO ALL PROPERTIES WITH IN THE LIMITS OF N Z
3. CONTRACTOR SHALL GIVE WRITTEN NOTICE OF CONSTRUCTION START CONSTRUCTI DATES (COPY TO THE ENGINEER) TO ALL HIGHWAY DEPARTMENTS, 18. OVER WE )NSTRUCTION THROUGHOUT THE LIFE OF THE PROJECT. z o a
J
MUNICIPALITIES. OR PUBLIC SERVICE ENTITIES WHOSE POLES, WIRES, PIPES, PAVEMENT C .OVER WEEKENDS AND HOLIDAYS COLD PATCH SHALL BE USED ON ANY ~n a '
CONDUITS, SURVEY MONUMENTS, BENCHMARKS, OR OTHER STRUCTURES DUE TO DEL MAY BE AFFECTED BY THE CONSTRUCTION ACTIVITIES. UNLESS OTHERWISE ~VEMENT CUT TO BE PATCHED ACCORDWG TO PAVEMENT PATCH DETAIL a w
IE TO DELAY CAUSED BY ASPHALT PLANT OPERATIONS. a , w
APPROVED. ALL UTILITIES, DRAINAGE, STRUCTURES, ETC. SHALL BE KEPT 19. THE C0 OPERABLE. ANY DAMAGE OF THE AFOREMENTIONED STRUCTURES SHALL BE ACCORDANCE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC IN ¢ ~
REPAIRED OR REPLACED AT THE EXPENSE OF THE CONTRACTOR. KNOWN TRAFFIC C0 UNDERGROUND LINES ARE SHOWN ON THE DRAWINGS FOR INFORMATION NCDOT.APPR ONLY. THE CONTRACTOR SHALL HAVE ALL KNOWN AND UNKNOWN PIPES, DURING TIME LINES, ETC. LOCATED BY CONTACTING EACH OF THE FOLLOWWG ENTITIES ;CORDANCE WITH THE REQUIREMENTS OF THE MANUAL ON UNIFORM ~ m
'AFFIL CONTROL DEVICES, IATEST REVISION. AS PUBLISHED BY "
:DOT.APPROPRIATE LENGTH OF MEDIAN BARRIER TO BE INSTALLED N ~ z IRING TIMES OF OPEN TRENCH NEXT TO TRAVEL LANES.
FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING: 20. CONTRA N.C.ONE CALL CENTER APPROXIMAT PHONE " I-800-632-4949 CONTRACTOR CONTRACTOR SHALL AVOID DAMAGE TO SEPTIC TANK DRAIN FIELDS.
'PROXIMATE LOCATION SHOWN ON PLANS. IF DAMAGE OCCURS,
iNTRACTOR IS RESPONSIBLE FOR REPAIRING DRAIN FIELD WITH A LEAK-
'EE METHOD. NO ADDITIONAL PAYMENT WILL BE GIVEN FOR REPAIRS.
REQUIRES A MINIMUM NOTICE OF 48 HOURS FREE METHO THE CONTRACTOR SHALL ALSO EXCAVATE AND EXPOSE ALL EXISTING 21. DISTURB UNDERGROUND SYSTEMS NEAR THE PROPOSED WORK IN ADVANCE OF FOLLOWING TRENCHING OPERATIONS. RATE 120 L 4. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE CHAPEL CONSTRUCT
DISTURBED AREAS TO BE GRADED, SEEDED AND STRAWED IMMEDIATELY Q~
ALLOWING TRENCH CLOSURE. USE TALL FESCUE OR K-31 AT PLANTING
~ ~ E f ,TE 120 LBS/ACRE. ~ ~
z m Y a
O O U Q :ONSTRUCTION SE~UENCEc
HILL PUBLIC WORKS DEPARTMENT AND DUKE POWER WITH REGARDS TO I. AFTER UTILITY CONSTRUCTION ON RIGHT-OF-WAY, PROTECTION OF POWER DISTURBAN FACILITIES, TRAFFIC CONTROL, ROAD TREATMENT, HOURS OF OPERATION, CONFERENC I. AFTER OBTAINING NOTICC TO PROCEED AND ALL NECESSARY LAND
)ISTURBANCE AND CONSTRUCTION PERMITS. A PRE-CONSTRUCTION =
;ONFERENCE WILL BE HELD. AFTER WHICH CONSTRUCTION OF THE SEWER
PEDESTRIAN TRAFFIC, ETC. MAY BEGIN. 4AY BEGIN. NOTICE TO PROCEED WILL BE ISSUED UPON EXECUTION OF
:ONTRACT. V
5. ALL CONSTRUCTION SHALL BE CONTAINED WITHIN HIGHWAY RIGHTS-OF- CONTRACT.
WAY, EXISTING SEWER OR UTILITY EASEMENTS, AND/OR EASEMENTS z. INSTALL INSTALL EROSION CONTROL. ALL EROSION CONTROL DEVICES SHALL BE
ACQUIRED BY OWASA. NO ENCROACHMENT OUTSIDE THE OWASA PLACED PR 'LACED PRIOR TO ANY LAND-DISTURBING ACTIVITY IN ORDER TO PREVENT W
EASEMENTS, PROPERTY, OR HIGHWAY RIGHTS-OF-WAY SHALL BE ALLOWED. EROSION O CONTRACTOR SHALL LIMIT CLEARING AND CONSTRUCTION ACTIVITIE13 TO MATERIAL THE EDGE OF THE EXISTING SEWER/UTILITY EASEMENT OR RIGHT /32 OF-WAY, COURSES. :ROSION OF SEDIMENT. CONTRACTOR SHALL STOCK PILE EXCAVATED
4ATERIAL ONLY ON SIDE OF NEW SEWER TRENCH AWAY FROM WATER
WHICHEVER IS NEAREST THE PROPOSED SEWER. :OURSES. F
3. REMOVE REMOVE TREES AND CLCAR AND GRUB EASEMENT AND RIGHT-OF-WAY
6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND 4, CONSTR MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NORTH SERVICE S CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN OF MH 7. MANUAL, LATEST REVISION, AND SHALL REMAIN IN PLACE UNTIL THE AREAS
CONSTRUCT SEWER FROM EXISTING MH '~35-G4-001 TO NEW MH 6. INSTALL
SERVICE STUB OUTS AND AIR TEST THIS PORTION PRIOR TO WSTALLATION
1F MH 7. ONCE AIR TEST PASSES FOR MH I THROUGH MH 6, THEN INSTALL
THEY SERVE HAVE BEEN PERMANENTLY STABILIZED. MH 7 AND 1H 7 AND 8 WITH SERVICE STUB OUTS AND SEWER MAIN UP TO STA 22+75.
AIR TEST F ,IR TEST FROM STA 22+75 TO STA18+74. _
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL 5. INSTALL ,INSTALL DOGHOUSE MH 9 AND ALLOW SEWAGE TO FLOW IN NEW SEWER
EROSION CONTROL DEVICES PERIODICALLY AND AFTER EVERY RAINFALL, 6. INSTALL H
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS PROPER EL OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. INSTALL SEWER FROM MH 9 TO EXISTING WETWELL. CORE WET WELL AT
'ROPER ELEVATION AND GROUT IN NEW MAIN. p~
8. TREES AND STUMPS ALONG SEWER ROUTING AND EASEMENT ARE TO BE 7. REMOVE REMOVE PUMP AND APPRUTENANCES AND BACKFILL WETWELL WITH a
REMOVED. TOPPING AND SEGMENTING WILL BE NECESSARY. CONTRACTOR PLOWABLE LOWABLE FILL. FORM NEW TROUGH AND INVERTS.
RESPONSBLE FOR PROTECTION OF PRIVATE PROPERTY AND TREES OUTSIDE
SEWER EASEMENT. W
WORK HOUR IORK HOURS
9. ANY EXISTING FENCES, WALLS, SIGNS. LANDSCAPING, MAILBOXES, I. HOURS GUARDRAILS, ETC. ALONG THE SEWER ROUTING ARE TO BE REMOVED AS
HOURS OF CONSTRUCTION OPERATIONS SHALL NOT BEGIN UNTIL 8:00 A.M.
NECESSARY AND REINSTALLED IN THEIR ORIGINAL CONDITION (OR BETTER) 2. DO NOT
AND IN THE ORGINIAL LOCATION. NO SEPARATE PAYMENT WILL BE . DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
ALLOWED. PAYMENT TO BE INCLUDED IN THE APPLICABLE UNIT PRICE BID
FOR SEWER, UNLESS OTHERWISE NOTED. ALL HIGHWAY SIGNS SHALL BE PINEY MOUNTAIN RD 6:00 A.M. TO 8:30 A.M Z
RELOCATED AS NECESSARY SUCH THAT THEY REMAIN UPRIGHT AND 3. DO NOT O
LEGIBLE AT ALL TIMES DURING CONSTRUCTION. . DO NOT STOP TRAFFIC FOR MORE THAN 5 MINUTES AS FOLLOWS: Q ~
10. THE COST FOR DIVERSION OF WATER IN DITCHES, SHALL BE INCLUDED IN PINEY MOUNTAIN RD 6:00 A.M. TO 8:30 A.M ~ ~ Q N d
THE APPLICABLE BID PRICE FOR EROSION CONTROL NO SEPARATE PAYMENT q, NOTIFY WILL BE ALLOWED.
NOTIFY EMERGENCY SERVICES PERSONNEL AT THE BEGINNING AND END ~ j W w
OF EACH D I. INSTALL SILT FENCE AS INDICTATED TO PREVENT ROAD SILTATION AND INCLUDING, OFFSITE SEDIMENTATION. CONTRACTOR RESPONSIBLE FOR OFF SITE NARROWWG, ~F EACH DAY'S ACTIVITIES OF ANY TRAFFIC PATTERN ALTERATION ~ d ~ Q
JCLUDING, BUT NOT LIMITED T0: ROAD CLOSURES. TRAFFIC SHIFTS, LANE ~ ~ ~ Z
'ARROWWG, LANE CLOSURES. AND FLAGGING OPERATIONS. NOTIFICATION ~ 0 BE MADE BY PLACING A CALL TO THE "9 I I" OPERATOR. ~ = Z
SILTATION AND STREAM DEGRADATION. ALL DITCH CROSSINGS SHALL BE TO BE MAD ova W
RETURNED TO THEIR ORIGINAL CONDITION OR BETTER UPON INSTALLATION
OF SEWER LINES. EACH CROSSING SHALL HAVE THE ADDITION OF FILTER o~~~'
FABRIC AND RIP RAP PLACED ON EACH SIDE AS SHOWN ON THE BRANCH o°a ~
CROSSING DETAIL. 3
d = W
12. ROADWAYS AND SIDEWALKS SHALL BE PROPERLY CLEANED BY THE END
OF EACH WORK DAY TO REMOVE SEDIMENT. STOCKPILING ON SIDEWALK AND IN TRAVEL LANES IS PROHIBITED. Z
13. DISRUPTION OF SERVICE AS REQUIRED BY THIS PROJECT SHALL BE ' j!~ ~ ~
COORDINATED WITH OWASA BY THE CONTRACTOR. A MINIMUM ONE WEEK C~
NOTICE SHALL BE PROVIDED TO OWASA PRIOR TO ANY SCHEDULE OUTAGE. Cqq~~~
=~Q~OFESS/p~9~Y,'~i~ DAlE ~
14. CONTRACTOR SHALL BE RESPONSBLE FOR REQUESTING AND OBTAINING
APPROVAL FOR ANY CHANGES IN THE PLANS OR HOURS OF OPERATION SEAL f ~ PROJECT NO
FROM ENGINEER. 023%5 = 70936
'~9•'~:t;CI NF.F'~'f (v``~` FILENAME
I5. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION ACTIVITIES, THE 9,yY, w 11 M,,~~~~ 9ennotes.dgn
CONTRACTOR SHALL VERIFY THE BEGINNING. ENDING. AND OTHER CRITICAL SHEET NO
(PIPE AND CREEK CROSSINGS, ETC.) ELEVATIONS. BENCHMARK 2 OF 10
DESCRIPTIONS, ELEVATIONS, COORDINATES, AND DATUM ARE SHOWN ON DRAWING NO
THE PLANS.
~2
_ _

.,~ti• ~ m
e ~ N m
. W ~ ~
- (n N f- ~ Q
C7 J ?
i y, v, ~ ~ i Ni,. ~ ~i~ ~ ~ u Q ~
/ ~ ICI~AEL W. PALL°t-`~"~ P~ X01 s $6~. ~18~ y
PIN ~ 9880-°~ ` ` . ~ ~ l ~ 9f3~ 4~~a. 4~~~ ~ ~ z ti J J U
`..DB 1497 1 33 ORP):
~3 '~E
0 0 N/~" y, U ~ a .,6a ~4~. ~~~3 JOANNA ti v,°~N ~ r ~ .
P ~ ~ ~ G G
1 • k~ ~ . ~ ~i',~ r>~
988Gj m ~ yt} . 1 ~ t' r. ~ ~1
Dly J f,,~; ; cn Z I ~ ~ Z o
~ ~ ' Q Y t N/F ~
- PE1 '7g9" ri ~~l " ~ ~ T II f a ~ PETT.,, _ , ~ 3HN RAY ~ ~ a~ ~ w 1
3" ~ ~ N. APPROXIMATE A ~ :TSY DAMS P~ I , ~ ~ Z 3 l ~ / ti_ Q W ~
I OCATION flF,; ~ PIS' ~ 9880°50-98; t= ? s ~ 4~~' ~r4~G~ SEPTIC DRA~PdFI~Lt3F>~~ ~ i J
~e N/~' (PER pWNER ~ 205 / PG 179 ~~~V fir, o_ > ~ 107 APPLE ST. J ~
BEATRICE ~~AISSLER - ,~p4 ~ ~ nt ~ Q
LIVING . 'l1ST Mkt ~-'~,R ~ SEPTIC TA Z
354 WESL~ ~Y DR. ~'Q / ~ !PER OWNE ~ m ~ ~ lL Q'
~ n~ a 4 . ~ N O
~ N/F ~ ~ i/ 7 ~t r \ ~ Z
~'~RTIN RG~EP ~ ~ r ORBUSH MT,>~. ` APPROXIMATE ~ ~ ' ~ DRAIN PIPE '
DR, ~ " - ONFIGURATION ~ w
~ ~ ' 'k ~ `y¢~!--'j ~ (PER OWNER r ~ o
4 / ' W 1 N/F w
4' r ~~1`\ / ; MAT ~ ~ ` , ~ ~ DORIS J ~ w APPROXI f'.~ T~ ~ x LL i
\t y{ LOCATION OF / BORNE T~ ~ a
4 ji SERVICE. LIN _ 9DD0° f 97 . ~ ~ a l PER OWNER) r;1 , ; , r ~ ? PEE ~p ~ ~ qw
.r - z;' x Z~ OF ~ ~ .259 / .1 0 - ~ ~ 0 ? ~p~ p~ ~ F ~ ~o ~ ;~5 APP! ! . ~ a a~ PPpGF p~P~ R - ~Qn 0 w i ~ (n E ~ ~
OWASA MH # 35-G3-005 !
~ - 0 C EQ~4P Fq~ o5x ~ z ~ 5 ~Q~ ~ r" n N d Z (A Y ? ~ r-
t r APPROXIMATE , 0 C i~" ,r,~ ~ W I~ o air .4, MH8 }I a-,~-" DRAIN PIPE ~ T ? ? U Q v w
~ ) CONFIGURATION ' ~ y
~ • (PER PROBE RO ,/J 6! 'd _ u i
t". ra r ~ r, t' ~ . ` ~ ~ _ r, ~ ~ ~ to t5~ ~i
_ LL - } pia. / v ! / q
t CARDLYN CAROLYN B JEFFERSON os N/F ~ ~
} ~ c PIN ~ 7; PIN * 9880-60-0528 ~ «,,t.. BE°~TY & - ~ r ~ - ~ ~ ~f
APPROXIMATE DB 1 F ~ N OF 4.~ N/ ~ ~ .~H - APPROXIMATE ~ LOCATIO 455 P I E DB 1735 0 PG 591 ~ " : of ~~,o , ~ GEAR ; 455 PINEY MTN. RD. - c~ off; F~/ o ~ ~ ~~~PIN ~ X80-60~187~
4:- ~ MARK LI(,T DAVIS DRAIN PIPE SEPTIC DRAIN FIELD ~IELD x _ .~;r ql ~~~pp ~'w ~ 1~ l P" 1~`~ • ,
~+r ~ ~ 9 ~ CONFIGURATION ~ ~ ' IPER PROBE ROD) , ~ F{'v ,880-50-8I8;3t (PER OWNER) . g;, LP `-~i~ i PG 385 j D) ~ pGP p~ pp Z DD f ' `~~1~ ~o/ • 103 APPLE iT. W _ _ypP~~Y o
i~ tP . ~ T ~
L;`, ~ ` ' , ~ APPROXIMATE . ~ ~ < • APPROX?MAT ATE
tS; ~ ~ DRAIN PIPE Z a 1 ~ PIPE LEAVES EXISTING RESIDENCE CONFIGURATION IPE _ DRAIN Pi ~ - ~GONF,IGURATION TION
~ ~ ON NORTHWEST FACE OF FOUNDATION (PER OWNER) 'ER 1 ~ ' ~ (PER OWNER) ~ \ - _
't (PER OWNER) / \I~ _L
> ti ~
~ NiF I ~ i MH7'~ ,
t- CLARA BALDWIN TEMPORARY PIN + 9880-50-9480 , ~ ' ' "APPROXIMATE F./, _ . a , / LOCATION OF ` • , '
coNSTRUCnoN DB 484 / PG 637 PIN ~ ~880-€~L°.~~d ` SEPTIC DRAIN FIELD J R MANLEY (PER PROBE Rq9 ~ N • 9880 - 60 - 2872
EASEMENT 429 PINEY MTN. RD. DB 1900 / PG 165 ti.,s DB 198 / PG 920
Nib' ~q~re~ ~ ~~~+r~^yT ~ T 457 PINEY MTN. RD. T _ T ' ~ 101 APPLE S . ,
- r ~ SEPTIC TANK /v, 7; TIC TANK
I;.' - s w )PER OWNER) ; ~ , • - R OWNER) ti ~ APR Ik9A`ifE'K" ( ` . . F~'X , 1 DRA~IN~~RIPE~"
MH2 ~ ~ ~ _ - r 5;~:`~`, ~ ;i,, CONFI'GURr~iION ~ (PER OWNER) ,.~i
} ~ ~ ~ - ~ ~ MH3 ~
_ ,r, MH1 _ . , ~ - -T3~00 _ ~ f~ - - - 14+fl0 _ t SEPTIC TANK ` V ` ~ ` T (VISIBLE) - 'APPROXIMATE
~ _ , LOCATION OF <.1 c' ~
s OWASA MH # 35-G4-002 , ; - _ , , ~ , - - - ~ffl _ _ - v • ~z. EPTIC DRAIN FIELB• ' " • ~ ~ Q (PER OWNE ~ ~ A
. f . - ~ - r,y . ~ .
- ~w . a~..---'-"~ - , - _ ~ ; _ ~ ~ W TANK (j~Q t~i°~ SEPTIC , ~ R Z a
~ + _ NOT FOUND ~ _ , ~~Q ~6G
~ _ ~ - ti 1 ~ . ~ ,-cu dV M p~CH . ~ , , o
r. - - ,~4 , ~ ti ~ - ~ MH5ti _ ~ ~L t, ZP
t . " _t _ , a , " _ - , . ~ - ~I Y.f'~ _
. , , . `"~b~ ~ r ~ _ _ _ - ti; _
_ - _ - MHB ,
t - ~ . MF - Z - - - - _ r
; ` NO EVIDENCE FOUND OR ~ ~ OWNER KNOWLEDGE - ~ - - ~ - ~ -
~X ~ ~ ~ OF SEPTIC SYSTEM - - ~'3;:. 30 _ ` F.. x
-OWASAMH#35-G4-001 ~ LOCATION `g - ` - - _ - ;its _ ~ r - Q a
~ - - k= ~ ~ ~
s ~ ~ - ~ r. 4 - ~ _ W ~ ~ ~
~ v , i~ N/F a _ _ _ ~ _
TAY T~ , . -r ~ ~ W fL . ~`y S ~ EV~.N ~ GAIL BREDENOEF t N N ~
BR A, PI:~ ~ 380-60-5967 ~ W ~ ~ 0 ~ t L D~ / PG X73 0 -
L,ANL' E _ EE ~ ~ ' PIN ?6 G. R-~ PIN ~ 9880-:x10-' 3E?5 , ~ ~ DB ~~m~, ~ Z I W ~
7, ~t DB 2624 f PG ill 1 N. r Q ~ ~
436 PINEY MTN, RD. - NQ ~ ` BIER & ''AGE TATS ~ W =
t . ETN ~ iEQRG,._ ~~TE :IR r, `t PIN ~0-60-4578 ~ ~ w cc ~ ~TL :IP r r ~ ,n), ~ 't~ ~ W DP ~ P~ 158 , ~~N - 0
g f , ,:J~ ~~uiuii, ~ 'L' Q ~ 1
' _ . O ~ _ ~ C A Rp
- p OWASA MH # 35-H4.002 't + ~ ~i t W ~ ~ ~~~SS1•• ,r i
O ~ ~ ~ t < L k . ~ :'pF ~ 9 ~ oC ~9~'• :a _ Z 0
t 5 1 t3 SEAL Z _ _
~ ~ ~ 023965 • 0
~'~FN v; %9 . GI NE,. <v`.
r CLIw~?BET;-~ DA TP,, 0 ~ r N ~ _ 2~4' ~ ~ ~ Ry 1,~~~,,
1 ~i ~ ~ 4, W. M ~iinnin~
W~~, NOTES: DATE
C , 4 D { 4+U4
' i ~ ~ , C.-`~ a 1. HORIZONTAL DATUM USED FOR THIS PROJECT IS NAD 83 (US SURVEY FEET) AND VERTICAL DATUM IS NAVD 88 (US SURVEY FEET). pR01ECT NO
N - i and HORIZONTAL AND VERTICAL BASIS FOR THIS SURVEY ORIGINATED FROM CONTROL POINT GPS 2 SHOWN HEREON. 70936 2. THE SURVEY CONTROL WAS PERFORMED TO CLASS C 2-II FGCC SPECIFICATIONS USING STATIC GPS FIELD PROCEDURES AND THE
m i L r . +s ~ , v~ n NETWORK WAS REDUCED BY LEAST SQUARES ADJUSTMENT. FILENAME
C~ 3. THE GROUND CONTROL COORDINATES ARE LOCALIZED COORDINATES BASED ON NORTH CAROLINA STATE PLANE COORDINATES C1.DGN ESTABLISHED BY TITAN ATLANTIC GROUP FOR CONTROL POINT "GPS 2" HAVING THE FOLLOWING COORDINATE VALUES:
SURVEY SOURCE: GRAPHIC SCALE m~ NORTHING 801,497.8350 FASTING 1.966,492.445 ELEVATION 503.36. SHEET NO
° Titan Atlantic Group 4~ ~ 2~ 4~ a 4. PROJECT COMBINED GRID FACTOR IS 0.999923120. THE HORIZONTAL AND VERTICAL CONTROL EXCEEDS THE PRECISION 3 of 10
5240 Green's Dai Road ry REQUIRED FOR CLASS A URBANISUBURBAN TOPOGRAPHIC SURVEYS. 5. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS UNLESS OTHERWISE NOTED. DRAWING NO
° Ralei h, NC 27616 U~ `P 9 6. CONTROL POINTS SET ARE 3112" ALUMINUM CAPS ON 518" REBAR STAMPED WITH CONTROL NUMBER.
M° 919 873-2211 i INCH = 4~ Fro m ( ) o 7. ALL COORDINATES SHOWN ARE LOCALIZED GROUND COORDINATES. C-~
~m vo

_ - J, . / ` m
r 5 ID MH. #1 STA. 12+20.65 r , ~ m ~ N ~
„ 5 ID MH. #3 STA. 14+31.64 i ~ ~~l ~ N ~
`y ~ - 08 21 24 RT . o ~ ~ ~ a
~ti ~ ~ ? t L7 J ~ ~ ~
+ 5 ID MH. #2 STA. 13 09.35 ~ ~ 3 Q
r rr ' o 0 0 Y P ~ _ t~ ~ -
D = 13 33 41 RT. tiw oa ~ ' G G JJ~ t~ PN
r. z
TEMPORARY ~ ~ r rt SG " ~ _ . cn cn ~ ~ ~ ?
W CONSTRUCTION ESM T PN ~ ~G
~W" - ~ ~ _ w;. ~ +~0 _ ~ - ETA
~ _r. ~ ~ 3 _ _ t~E ~ z AT
i ~ ' ~ r ~ _ ~ r..
+0 9.7 13 _ 14+00 D L_., ~ ~ ~ t ~ ~ ~ z
OWASA MH. ~
I MH # 35-G4-002 ~ MH. #4 STA. 17+51.57 r~> ' p I II
W
~ ' 16+ Z 3 x :SUE ~.OCATION ~
~ _ ~ _ 'v~' N J _ r°k ~ >
_ . ~d -f` ~ _ ]6"DIN t ~ ~ Q ~ ~ - - _ - rte; ~ ~ ~ 1 1 _ ~ w y +00 ----ti J rr
~ ; v _ - - CO _ C0 ° Q C0 p ~ z
L1 N ~r _ -~-y,... H 0 m ~B+OQ _ - 19~flQ ~ _ _ ~t L~ Q'
. _ ,~Nm _
~iTS a a0 o ~,v. ' N ~
i ,i ~ i ~ ~ ~ Z ti . ~
rt ~ d. _ _ ~ , s._, - .
~6 0 ~ ~ SUE LOCATION v, a5~~. VIE _ ~ 16 DIP , ~ p w . . , rc
BORE 4 SER C 6 _ - t0 N - ..r . - ~ ~ N
s ~w roe=~~~.8z - UNDER ROAD ~ _ _ LOWER EX. OWASA INV IN-44b.03 - G - - - - - W U cn 6'STL _ _ Z Z ~
INSTALL CLEAN-OUT I1~lV+ OUT=445. $h a .o MH, # 35-G4-001 . - ~ V=LL
124 55 29 STA. 10+99.72 2 C0 ~ MH', #6 STA. 19+74.27 W W s 1- J
" p ~ ~ ~ - p 1 11 ~ ~ ~ D- 90 00 00 LT. o . / ~ anm Q~
OFFSET 8 DI rr - ~ • / Dow ~
1 FROM MH TO BORE 4 SERVICE r II q .RVICE ~ ~ Z ~ ~ ~ ~ biz C~ C'J J J ~ ~
AVOID EX. 12 VCP UNDER ROAD r.ya ~ _ ~ Z Ul Y d ~r
BREAKDOWN & REBUILD INSTALL CLEAN-OUT T `1 rr w 2 d o .EAN-OU o o ~ Q ~ w i
r EX. 5 ID PRECAST MH ~ CONC. PIPE , J ,PIPE SUPPORTS C +
T RITERIA ~ TO NEW INVER C MH. #5 STA. 19 05.75
SEE DETAIL , p SSMH TOP•439.85 :DETAIL SHEET D-1 - p 1 I? ~ - 08 57 34 LT .
O INV IN-435.25 } 0!}F=435.18
TE~ NO . 't ~ ~ _ GRAPHIC SCALES
Contractor to ro shore trench. No o n ' p PedY Pe v ~iuuli ~ ; ~ ~ 4~ 0 2~ 4~
TIE TO EX. OWASA N~ trench allowed when Contractor is not on site. ' ~~srz~~ . CAR ~ V 0~ .r.~
MH . # 35 - H4 - 002 ~ Median barriers or similar barriers shall be used ,
STA. 10+00.00 ~ ~ HORIZa ~ 1 INCH = 4B FTa .a 9<: W
~ between travel lanes and open trench. 9~ ~ SEAL
i 023965 = le 0 5 10
fix, ~ '•;F Q~;~' ~ ;
/ ,,~Q • ~iRY VERT. ~ 1 INCH = 8 FT,
w, M
_ _
Lf) ~ _ N _
C`V ^ `p _ Z N + 1~ _ _
-1-
W ~ 0 N Ch OHO N - ~ ~ ~ to O 1~ _ ~Q _ _ M - f~ _ ~'f W- _ M ,Q
N = 1~y lf) ~y/
_ J J ~
~ •p_ ~Z p D _ O
~H~am~~ ~~a a ~NOC OC
_ _ W
• ~ _ _
rn _
a n a,n
0 20 8n P
CE ER OVER
EX. "RCP -Z oc
0_
" TEL GA lE I _ G 0 1B P .~00 ~P5 6 _ _ ~ Q O
o GAS .INV.. 58,03 _ ~ o GAS 500 P ~ SEE DETAIL S EET D-fi ~
ib WA ER I _ - SERVI SERYIC _ a ~ +
- ~ ~ 0 a _ W < LL N
_ _ 250 fP ~ ~ 0 Q
" - _ N ~ a ~
REMOV EX.8 - _ J O
ER 300 P~ CLAY EW ~,F a" 0,40 8,52 _ _ 134.14 LF B @ 0,4 0 p ~ w p p 154 $ , „ 0.4096 ~ _ v, Z ~
-PIPE " 319.94 F 8 C n ~ 12.29 l 8 @ 0 4096 319,94 F 8 @ _ _ - _ " _ 0.0°r~ z = @ Q a
cn = O
~ ~ _(7 ~ ~ " ~ ~ ~ oG w a Z 50.0..._ ~ P 5 EX, 4 RCP W ~ + o
i @ N ~ 1NV 446.41 - _ Q 4 8AC ILL TREN H W/ ` a
4~ LF 1$ TEE 85 " . ~ i '
ENC EMENT CL BETWEE __RCP " _ _ _ w 2 r- WITHf 12 0 G r- cn
1ti INST L BY _ _ _ q ~ _ ~ oc AN PROP. S ER _ _ _ Z 0
R SEIS IC VElO ITY PR NOTE THRO GH 0 z
M I 25 feet- er econd or-less be ex a 1 f. _ _ 0 850 P r be ezc aced ' out blasti g, _
~n_ 00 t\1 ~ ~ ,
~ 'st_ ~A N M ~ h ~ ~ ~ ~ ~ 4300 feet per: -econd ) or gr r anti ' asti . . ar~i ' blasfin or other means o roctu~ng prior o g. ~ ~ . ,o ~
~ M ~ ~ .p .p ~O N
z ~ ~ Z ~ _ See endix of S ' cations detail is tm detail is Ime hgafion. ~ ~ ~ ~ a DATE ~ ao4
N = Z Z U N ~~z ~ ~z Z
z dzzd O - - md z_~ O_-o > _ Q Z ? O ? PROJECT NO ' 70936 zz
m - L~ ,<<nc du~~d Z ZZ _ Z In P - Z - - -
C p 1.1.1 W - ~N ~ FILENAME c2.dgn
~O O SHEET NO
C O 1 1 40F10
O Qp DRAWING NO
Up ~O
~N M~ O
r~ vo C-2

t9
m ~ % N 61
F- N ~
BACKFILL WETWELL WI PLOWABLE ~ Q < ~ o
FILL AND FORM TROUGH
Q SEE DETAIL SHEET D-3 ~r
Y
" ~ ~ S J J U
i'~ ~ ~ Z
,r".. ~K (n (n Q: <,t ~ ;x EX. FORCE MAIN TO BE PLUGGED INSIDE ~ ~
~T'
3 s WETWELL AND ABANDONED, INTERIOR OF 5 s
0 0 P ~ `s~ WETWELL TO BE COATED WITH CALCIUM ~ ~~~F
~ ~ G G ~ ,,F ~ ,c ACUMINATE (BY OTHERS
1~ 55 ~ ~ , ~a. ~ ' . F V'~ V ~ ~ ~
~ ~ z \ ~ z o
~ . Q
NOTES ~ PUMP STATION TOP•464. ~ ~ ~ INV IN(S)•4 4 ~ ~ ~ II ~ ~ 51.5 ~ w
REI REMOVE & REPLA E EX. 4 CPP ~ INV INCw~=455.sa z 3
55 / 1. Manholes to be Vacuum Tested Per OWASA Specs ~F DRi FM OUTCTOP OF PIPE1.45 4 Q DRAINAGE PIPE A NECESSARY TIE TO EX; WETWELL ._w ~ J
STA. 24+75'~~ 22 W
2. F II in Air Test & i onn i n: ,fss~ 0 ow g Serv ce C ect o ~ ~ ~ Q
Abandon Existing Pump Station Site by Removing _ _ EX. OWASA MH #35 G3 003 EX. PUMP ST , TO BE z H ~ ~ m
Old Equipment From Site and Backfilling and Compacting EX. FM TO BE PLUGGED DE-COMMISSIONED i
Site. Then Grade, Seed and Mulch Area to Original Topography. I ~ ~ ~ ~ Y SEE G1 NOTES. (
FROM INSIDE MH. ~ DOGHOUSE ~ rr' k00 G _
3. Sewer Lines Under Construction shall be Plugged with a INTERIOR OF MH. TO BE ~ GHOUSE a o ~ ` 2 0 ~ ~ ~ ~ - t
Mechanical Plu at the First Manhole U stream from the MH , #9 STA. 9 P COATED WI CALCIUM ACUMINATE, . #9 STA. 23+93.42 , ~ W W o
Point of Connection. Plu shall be Placed in the Outlet Connection ~ g (BY OTHERS) ~ "
and Secured with Steel Cable. Plu shall Remain in Place until ~ 9 , d' N ~ ~ 1 ~ ' I ; ~ ci it
Acceptance of Lines by OWASA. Before any Construction is to Z E~ o ~ , w =
begin on the Site, Contractor shall Protect all Existing OWASA Sewer ssMH roP=aSS. _ ~ 5 a k, ` 1 (7 ~ iSMH TOP-456.97 ~ 5~ V - D ~ I W W O ~N INf I i_453,.0"4 a PROp,. 20 SANITARY ~ J
Manholes with Iron Fence Posts and Orange Tree Protection Fencing. INV INf I)=453 t Dirt or n th r D ri h II t i I~ INV INCZ)=4~~ Wa er, Stone, a y o e eb s S a NO be Allowed to Enter ~ INV IN(;i.~f=452 [NV INf21_~~~.55 ~ S~ , ~
the OWASA Sanitary Sewer System during Flushing Operations or at ~ INV ~~=452.2 ENV INC~.~`a5z•ss SEWED EASEMENT a ~ ~ :NV g~1T=a5z.z4 SS G EC SERVIC ~ a w ~ ~ _ _
an Other Time. Construction Takin Place in the Vicini of an Exi tin 0 ~ o X;; U ~ 0 C7 C~ J J
Y g tY Y s 9 OWASA Sewer Lines or Manholes shall not Cause an Inflow of Surf ~ W y ace ~0 SEWER o , r n N a Z (n Y d r= ~~f I ~ ~ ~f~ Q: W S ~ ~ ~
Water or Debris to Enter the OWASA Sanita Sewer S tem. Existin ~ v aC O r ~ ~ ~ o o ~ Q ~ w
ry ~ g 4 CLAY(1) OWASA Manholes Located in Construction Sites are to be ke t Clear and -ss ~~u~' t~ ~ -
p Accessible to OWASA Personnel at all Times. The Contractor sh II EX . ASA MH #35 - G3 - 005 a be ~~v ` ; ~k ~ ~ 1 ~
Res onsible for an Dama es Incurred to the OWASA Sanita Sewer P Y g ry PROP. 30 SANITARY - ~ i
S stem and an Fines Im osed b the State of orth r lin Di ' ' y y p y N Ca o a vision ; ~ -t r SEWER EASEMENT - lJ" r'::
of Water Quality due to Sewer Spills or Overflows. - ` j'", ~'J 1 ~
CON' CONTRACTOR TO RELOCATE SHED ~ ~
OUT ~ L~"~ ~ ~ v - ~ OUTSIDE EASEMENT PROIR TO
CLEF ~ ~ CLEARING ACTIVITIES ~ ~ ~ ~
r ti ~ 4. ,
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SEISMIC LOCIIY PROFILE OTE; 0
- 2500 fe r s or~less can II exc without lasti . I~ ~fP ~ Y n9 Z
~ 0 / ~,~A
4300 fee er eco d s or reoter a 'cipate .basting or other me ns of fra ring prio to exc ting. GRAPHIC SCALES ~'ti
t~P ~ g p -See A ndiz A of ificati ns-for it Seismi Invest' 'on. CA ' ~
pP ~ ~9 4~ ~ 2~ 40 RQ ~
~o o ~ ~ ~ ' ESS/ ~ DATE ~F 0'. 9 ~ 4 Q, ti9•;, 4f0
+ o ~ _ ~ ~ r ° ri 'n •Q HORIZ.: 1 INCH = 4~ FT. SEAL _ PROJECT NO
m ~ c ~ ~ ~ ~ ~ 70936 023965
~ E d 10 Z 5 10 ~ ':Fj~ v~ FILENAME
Z m.. Z . . ~,9 . NE.. ~v~• c3.dgn ,,gyp ~
0 0 > j > > > - 0o ZZ ZZ Z Z Z h~~ w. M SHEET NO
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NOTES: G G Z
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1, CONTRACTOR SHALL RESTORE THE FLOWLINE OF THE DRIVEWAY DITCHES AT STA. 14+00 +l- AND STA.17+75 +l-WITH CLASS A RIP RAP. ~ o~ ~
2. CONTRACTOR SHALL MAINTAIN FLOWLINE AND RESTORE DRAINAGE SWALE AT STA. 20+60+1-. ~ _ ~ ,
3. TREES WITHIN ROW TO BE REMOVED AS NEEDED, UNLESS INDICATED AS PROTECTED WI TREE PROTECTION FENCE. ~ ti ~
4. TREES WITHIN SEWER EASEMENT TO BE REMOVED AS NEEDED. TIE-IN ` EXISTING WET WELL ~
5. CONTRACTOR TO RESTORE TOPOGRAPHY TO ORIGINAL GRADE FOLLOWING CONSTRUCTION. ELEV. 453.84 ~ ~
6. CONTRACTOR TO INSTALL JUTE MATTING ANDIOR SEED AND MULCH DISTURBED
AREA IMMEDIATELY FOLLOWING BACKFILLING TRENCH. TEM \ ; Q TEMPORARY S EAM CROSSING J
SEE ~ 1 ~ > SEE DETAIL SHE T D-2 - ~ y' a~, i ~ W
~ S ~ Z 3 ~
E
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MH9 Qk ~ Z ~ ~ 2 ~ / m N STA. 23+93.42
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t RE RE 5TREhIvL1~1ANNEL '1 ; C'", ' FOLL'~VNN~ CONSTRUCTION N o
r' ~ ~ USING CLASS AyRfP RAP i
i ~ , 'f \
- ~a'r,.-, r n~ o
,t ~ ~ w ~n r,K_ ~ ry w
. Wpro ~ s , E" Z ~ i Z
i r 1 W S ~ U7 '~TREE~~ROTEOTIONF~NCE w - z
,t+~ ~fi: SEE DETAIL SPIFFY D- ~ ~ g
i~ TEMPORA ~ ~ ' SEE DETA TEMPORARY STREAM CROSSING w~, : < < - ~ ~ ~q m SEE DETAIL SHEET D-2 o - Q J aN~ J
~5 n ~ Maui ~
OWASA MH # 35-63-005 ~ ; ~FZ (n (n ~ E ~ ~ k ~ = C~ L7 J J ~ O` oNa ~
~ ~ Z (n Y ~ ~ ~
MH8 ~ ~ ~ ~ Y, ~ ~ o o U Q ° - - ti- ~ ~ w
STA. 22+74.7 ~ y ~ j, ,Q
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a SEE DETAIL SHEET D-2 `',L ` r ,rf ~
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a ~ DENSE TREE GROWTH ~ i' , ~ l
~ x _ ~ ,
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-ti SEE DETAIL SHEET D-2
e k % ~ 9;~A. 2A+14 0 ~ ,
Yin I
"TEMPORARY CONSTRUCTION ROCK CHECK DAM . ~ EASEMENT TNLSHEET D- ~1 ~ ~
SEE DE ` PROTECT TREE ,
' ' THIS AREA W .yam ~ ~ tip.,
- ~ ~ C ~ - - INSTALL J ' i - - : _ IMMED~ MATTING 1 ~ 1 i
LY FOu - _ - ~w , •5 • ~ ,y - NG TRENCH ` &4CKFILLIN , - ` \ H
- MH7 - { 1dH3 ~ ~ ~ n - ~ STA 13.35 ~ ; ~ . ~ ,r r ~ 1 ~ ~
- ~ , - _ .r _ ~ , STA 1.64 MH1 ~ ~ ~ ~1 - ~ ~ ~
E ~ M S i EDIgTEL 1ALLJ Y FO U1F MA ~ i _
kLOyHNG TTING r` ~ , _ , l
OWASA MH # 35-G4-00~ ,j J _ - - - ~ r ?BENCH _ _ aac~ . 8' x 10' TYPE A SEDIMENT TRAPS ~ ~ A SEE DETAIL SHEET D-2 ` ~ ~ ~II~$'~LL
. , ~j _ ~ ~ k _ - - i ~ W( ~I - Opt _ ~ ~ U ~ W
r ~ ~ _ _ ~ F _ ~p r ~ ~~'~~ILZING_ ~ - - ~ ~ ~
_ ~ _ INSTALL CLASS A kIP RAP ~ ~ , ,=-°p, - ~ ~ ~I ~~1~
i _ ~.TM , ; , ~ ~ ~;r~~F~ WITHINDI~CH 'r=~ ~ Q~ . , k
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. ~ ~ ~ - _ - ,tom l _ ' VI ~ .
~ ~ _ , i ~ ~ I~
NO TREE CLEARING THIS AREA ~ f ! W ~ ~
. ~ TEMP, CONSTRUCTION ESM'T 1 ! ~ ~ ~ ~ - -
~ N - ~ o~ u ' ~ ~ ~ ~ N H W s. _ J Z H
t ~ ~ 1 OWASA MH # 35-G4-0D1 ? - oJW 0
STA. 10+99.72 - 0 Z 2 u rY
i ~ - ~ Q Q a
fA = W _ ~ W ~ Z~ W ~ OQ
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i OWASA MH # 35-H4.002 ~ 1 ' SEE DETAIL SHEET D-2 STA. 10+00 ~.7 5 ~ W = WZ
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~ a, ~ p 1 ; / 4 # ` ~ 404
~ ~ i ~ :'pF ~ 9 PROJECT NO ~ ~9':
°a m i y s LN 4 ~ ; 70936 GRAPHIC SCALE = SEAL
CN ~O - 023965 FILENAME
N~ m~ CE.DGN 40 PJ 20 4m ;~'•,F Q~,i~~;
0 9 '•~~I NE~~ ~v SHEET NO
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MANHOLE COVER & RING i SEE DETAIL 283.01 ~ I J J U
i ~~I I 4'-0" DIA 4'-0" DiA Sx6x18 SOLID ' / ~ CONCRETE BLOCK ~ ~
~ ~ / ~ CENTER W/RISER ~
STREET APPLICATION I y ~ v, WALL !4 EACHI MIN. 6' CLEAR C7 L~ ? BETWEEN EXISTING ' ~ PIPE AN P D PRO OSED
y y ~ ~1 \ STONE
i v V V ~L ~ ° ~ EXISTING SANITARY SEWER PIPE 12" THICK No. 57 STONE
i v v ~ v 12' FROM TOP OF ALLOW I'-D" BEYOND RISER S'RUCTURE DIMESION FOR
COVER TO GRADE ~ ! i v ,v ! SEE SPECS FOR CONCRETE BASE FOUNDATION
v. FIELD & WOODS SEE DETAIL 282.06 APPLICATION ~ ' ~ FOR MANHOLE RING AND (n Z IMPROVEMENT ( O Z ~~l ~ WHEN NEEDED BASE ISOMETRIC VIEW Q
W W COVER GRADE ADJUSTMENT - J H
w ~ ® - r,~ - --iu ~ ~ ~ ~ ~ W
~ y ;24" DIA ~ PLACE /Z GROUT BETWEEN - - 3 4' D' DIA 4' 0"DIA Z ~ i ~ o° Q W
~ C~~P v ~ MANHOLE CASTING AND Q~1F y ~ GRADE ADJUSTMENT OR FRAME J H / ' !Q ' ~ >
FO L e• W 8QC ° ~3 @ 8" SEE DETAIL 282.06 ' ? W
kPll ~ a' ~ ~ e. y USE ECCENTRIC CONE J ~ ~z- SET DOGHOUSE BASE ~ ~ ~ Q _
iv W ~r, ~ ` ON CONCRETE BLOCKS D Z ~ ~
y' a NOTE 4 DOGHOUSE OPENING SHALL Q p ~ W ~ BE PREFORMED BY D D
~ 4' DIA. UNDER 10' DEPTH ALL JOINTS WILL HAVE MASTIC ~ MANUFACTURER OR ° p
~ = ~ K`'~~ JOINT SEALER & BE PARGED 5' DIA. OVER 10' DEPTH ; ' r4~;, INSIDE & OUT WITH MORTAR ~ SAW CUT TO FIT PIPE , ~ D ~ SEE PLANS FDR N ~ Z ~ OUTSIDE DIAMATER PROPOSED INVERT(S)
r= ~ _Lr ~ i i ~ ~ A~'`1 INFI-SHIELD EXTERNAL SEALING ~ , -~`r - PLAN VIEWS PLllS 6'. D ~ ~ ~ LOCATION & ELEVATION W ~ ~ ° ~~pN
~`~~y`~~~ % % . ;t, ~ ~ SYSTEM ON ALL BURIED JOINTS ~r~
<o LO'~ ~ N °w f ~ U ~ >
~ i i ; iNp EST ~ ~ ~ ~ ~ ~ ~ TN MgTBq~ ~ "3 ~ a° o.G. ~y WZ~ w ,y ~ UT I- - w ~ ° RISER ISOMETRIC VIEW z z
% i NN ~~FRI kPl ~ - , ~ ~ i A~ ~ ` . ~ oo, , a 6x6 WI,4xWl,4 WELDED w NOTE I U C~
~ ~ ~ARGNTE ~ ~ • , WIRE FABRIC NOTE 4 _ RIq~ s .;I NOTE 4 ~ W W O c=~
IN, SLOPE OF CHANNEL D ' INFI-SHIELD EXTERNAL SEALING D ' ~ ~ J N ¢ T
10p THRU MANHOLE _ SYSTEM ON ALL BURIED JOINTS ~F 0.10' FALL UNLESS f a_- - 1a 0~ o ~ ~ a~~ z
PIpF SHOWN OTHERWISE - ~ ~ ~ ~ ~ ~ LLI C~ C7 J J ~ w
IZ' Np ON PLANS, ,,r.! ~ P PIP 5j ~~t-.-_. _ ' UWZ ~ z ~ ~ Z (n Y 0_ ~
IP F S _ E $I PIpF ~ TON x ~ - SEE NOTES 2 and 5 ALLOW CONCRETE FILL DOGHOUSE OPENING p ~ I ~ W Z ~ o a TO FLOW A MIN. AROUND EXISTING PIPE I~ N d ? ? U Q U w
o, tF ISEUp Tf MI a D, 12~~ E Nao MN, 6, ~Fpi 1E ~pogE~o ~ ~3 ~ a" ~ IS I'-0' BEYOND BASE WITH 3,000 PSI CONCRETE
NpTEN a 2i NT W Q ° ~ . ISOMETRIC VIEW oP STRUCTURE
S IQRIF$ 4F ~a s SET MANHOLE IN Ir, NOTES' CONTRACTOR TO APPLY WATER PROOFING
NOTESo 2 fF #5T sroNE, I. Concrete benches should ~ SEALANT AT JOINT aches should be no lower than the pipe spring line elevation
Foundation stone shall be required when soil conditions are unsuitable. ~ at manhole wall. cll. 8"MIN. CAST-IN
2. An additional I inch depth of cushioning material will be required for each FORMED coNCRETE INVERT ~ 2. Service line entries to ha' additional2 feet of trench depth in excess of 16 feet up to a maximum of SEE DETAIL 2ez.o2 SEE SPECS FOR FauNDATION 3. Radius of invert must hav entries to have cast in place troughs. PLACE BASE ert must have enough room to be able to insert alr plugs FOUNDATION SECTION VIEW
12 inches of cushioning material, IMPROVEMENT wHEN NEEDED and TV equipment. vent.
ORANGE WATER AND SEWER AUTHORITY F~ ; Po ~ ORANGE WATER AND SEWER AUTHORITY F~ ; ,
F°'~' ORANGE WATER AND SEWER AUTHORITY P~ i~9i ~ ~ ~ ORANGE WATER AND SEWER AUTHORITY F~ ~ ~ ~ ~ ORANGE risto.o366 use ~ ~ oe,~+ sn~rmem ss~>wa+e asar w~„~«s OWASA G'''~°'°'xc x~o.o~ ua8 wnu ~ owasi aurmASn sert~c~noxs oaar
OWASA r"''b°`°' Nc 27sw-osrs use wrrn na owese rrenunso sesc~Gnavs oMx ~.o~oK OWASA G's0f0' irc nsto~sss use wmi ~ oAns,+ srumum aes~c~noivs orax OWASA ~reoro' Nc risto.o366 use SANITARY SEWER NaT ~ za ui STANDARD ECCENTRIC NatT ~ e of STANDARD CANDARD SEWER INVERT ~ To 2s2.o2 PRECAST CONCRETE Nat To gab 282.08
PLANS FOR MANHOLE ~ DOGHOUSE MANHOLE ~~''2
BEDDING DETAIL mm MANHOLE DETAIL ~ ~ PLANS F
F
30'
-ii f-- ~/2 15' _
~ (41 I' DIA. ANCHOR BOLT. ~ i i i
ALL JOINTS WILL HAVE MASTIC HOLES EQUALLY SPACED. AJOINT SEALER & BE PARGED BOLT FRAME TO CONE SECTION.
_ INSIDE & OUT WITH MORTAR i
i'ce' , A A (21 TYPE ONE PICKSLOTS ~ ~ 1 i i MANHOLE
SEE Gwasa srD. e PICKHOLE DETAIL
DETAIL 282.01 D ~ ~ FOR CONSTRUCTION ~~i° ~ i ~ ~ IZ w iw E z i w i J PIPE
CONTINUATION ~ ~ ~ ~ ~ ~ ~ SIZ
~ ~ ° , 'I ; ' INFI-SHIELD EXTERNAL SEALING z D ~ D ~ SYSTEM ON ALL BURIED JOINTS ~ Z ~ Z RI I P CROSSING OVER 0~0~ w w G D IPE IZ
O 0 ~ G ~I "3 ~ 8' O.C. a i w I ~ I w FLEXIBLE OR BRITTLE PIPE BELOW ~ z ~ a~ a ~a
o s. , a B L Tq B W ° ° ° 6x6 WL4xWl,4 WELDED '~I' p ` w ~ Iw W
° WIRE FABRIC ~ < J D p b
° ° ° ° FRAME TOP a F TYPIC, ~ w o TYPICAL SEWER EASEMENT #4:~, - D D
o, a.a, o ~ a Z 4~ ° ~ ° ' ~ ° ' (4) I' DIA. PERrORMANCE AT ~ ' SADDLE TO BE I
° ° ° ° F~ 25 ~/a EACH COMPASS PO1N7 TO BE ~ ° ti ~ COMPRESSIBLE JOINT ~ MATERIAL ° D
° ° ~ ~ ~ ° ~ ~ ~ 23 ~/z' PROVIDED IN COVERS FOR pE NOTES o ~ ~f1 SEWER EASEMENTS ONLY R MIT D D D
. ~ p ~ p ~ 22'to 22 ~/a' I. Center sewer line & manhol ° ° = COVER FACE line & manholes with in sewer easement. - D . D CLEARANCE ° ° ° BETWEEN PIPE _
CUT AND REMOVE TOP HALF OF PIPE AFTER ' ~ • ~ ~ ~ . ~ a d ~ 6' MIN. / IB" MAX. _ s D D D
INVERT AND SHELF a ~ ~ =N D D D D D FOAMED CONCRETE 0 10' IS' ~ D , D , D , D PIER O
HAVE DEEN FORMED o _ G _ 4 ~ - 23 ~/z' 10' ~ o ~ r D D D D D ~ F jj ~ • a . ~ a ~ . ~ ~ a X57 STONE DUMPED F.. Q
n m ` a d d a f~ o, 4 2 7/e' ~ ~ ~ w i D D~ LOOSE AND SHOVEL ~ H V1
n ~ ; < 24 ~4" to 25" I ~ z o ~ D D D ~ % ~ i SLICED 1N a i ~ ~ i i i D, D. ii%i Q oa D O D p i ~~FIRM UNDISTURBED Q, Q
a ~ ~ a ~ ono ~ o ~ i i SUBGRADE BELOW DC H
a ~ FRAME SECTION A-A COVER SECTION B-B a PIER W ` W i i ~ ~---MANHOLE i ~ O
W 4.
23 ~/z' y~0 Z
I 0 i ~ i 12' 6' CL. PIPE SIZE 6' CL. Ip~ 0 - W w w = N ~
FORMED INVERT TO ALLOW W z FLOW TO EX. PIPE ~ ~ w ~ 12' MAX. O•D• 12' MAX. Z ~ z Q Q
~ a w~ ~w a a r ~ ww ~ ~ i z t/1 ~ ~z ~ a i~ ~ W ~ f~
ISOMETRICS w' ~z a ~nz w ~ w W ~ N ~ z ~ ~
INVERT SECTION VIEW a t= W OU VULCAN US FOUNDRY CAPITOL FOUNDRY t= a a a OU 3• V1 W Q 0 Z
APPROVED MODELS V-1384 USF-669 MH-2001 ~ I ID' MIN 15' ~ 0
COVER WEIGHT 135 Lbs. 125 Lbs. 120 Lbs. I FRAME WEIGHT 180 Lbs. 190 Lbs. 190 Lbs. h'~ 40' MIN W = V ~ _ ~
NOTESo V ~ TYPICAL COMBINED EASEMENT Z
I. All service laterals Into manhole to be Core drilled and booted. LOAD RATING HEAVY DUTY HEAVY DUTY HEAVY DUTY TYPICAL 2, MaXimLlm depth 4' dla. manhce = 10' (See SpeCIflCatlonSl. MATERIAL ASTM A 48 ASTM A 48 ASTM A 48 0
Use 5' dla. manhole for depth greater than 10'. CLASS 30 CLASS 30 CLASS 30 FINISH UNCOATED UNCOATED UNCOATED COVER B A C K z
0
400 F«~, so.a ORANGE WATER AND SEWER AUTHORITY F~ ;~9; ~ ORANGE WATER AND SEWER AUTHORITY R~ , ~ ~ ~ ~ ORANGE >ro ' ~ ORANGE WATER AND SEWER AUTHORITY F~ i o ~ ORANGE WATER AND SEWER AUTHORtf Y F~ ~ , nsiaosss use wne am owAen sTU~mew se~aors oru OWASA a~agxc rsa~o.o~s UB ~rrte ~ as'i~es srMOUm eesCmGnoNS aax ,~,,.a,...aa
OWASA Nc ns~o.o~ uee wne n~ rnvss? ernrmNw srF.cmcanorre max ,^^,.°'"".«s OWASA Gieea"' Nc s~sto.o366 uas ~ ~ aA~ aowoAeu seecmanorre oMx OWASA r"b°`°• Nc rsia.osss uee ~
N RETE N~r ~ 28 08 SANITARY SEWER MANHOLE NmT ~e ~ of TYPIC~ PRECAST CO C TYPICAL SEWER x~T ~ ~4 02 TYPICAL PIPELINE ~T ~ ~ o~
DOGHOUSE MANHOLE a, z'~"~ FRAME and COVER EASEME] >9„ - a - - - EASEMENTS DETAIL ~ ~ ~ ~ ~ SUPPORT DETAIL ' 1 DATE - - - ~ 404
a n~ v ti, /l ~ ~~ui i~ ~ PROJECT 0
m~ i N N CAlgp 70936
m L c0 In N
~P PO ~ ; pF FILENAME
N~ ~O 4~ 9~ = dl.dgn SEAL
0 C = = SHEET NO 023965 7 OF 10
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TOP OF STEEL ENCASEMENT PIPE Riw J J U R/W
~ ~ RIGHT OF RIGHT OF WAY -NOTE 2 Z ~ (n CC
5' MIN, ~ ~ ~
\ i ~ ~ ~ SHOULDER PAVED PAVED ROAD WIDTH SHOULDER ~
w a ~I
„v ° / ~ ~Z i w v ASPHALT i 2' 3'
COMPACTED BACKFILL i o ~I _ i U - - _ - -
(SEE NOTE I) ~ w o I I-I I I - -III=III=1 ~
~ li -II z ROAD BED I =III- -III=-I1 (n Z - I =1 Z o -I I1=1 I li I Q
t'S ? ~ 12' MIN. P 2' MIN. m z~ Ili I ~ I- ,-I ~ I=I ~ I~ J STEEL CASING PIPE ~ ~ 1~ _ _ il- -III ~I~- ~ ~
nQ~ ~ o SEE CHART BELOW N o '~-IJI~I~I-ICI illl~ll~hlll-l~ ~ ~ W -III-I
V`` N U Q \ Z 3 ~ - Q W
CV GRAVEL BEDDING J H CARRIER PIPE 5' M1N. 36" LL ~
UNDISTURBED EXISTING APS MODEL AC PULL-ON END SEAL VD SEAL SLIP JOINT DIP OR FILTER FABRIC W ' BEYOND MIN. J ~
SOIL OR APPROVED EQUAL PIPE SUPPORT ASSEMBLY F/L OF Q
18' JT DIP PIPE sEE DETaIL DITCH TEMPORARY STREAM CROSSING
I \ti w 6'
CARRIER PIPE ZIER PIPE CASING ~ PIPE N 0
0~ NOMINAL OUTSIDE OU RAILROAD HIGHWAY Z OUTSIDE OUTSIDE WALL OUTSIDE WALL
N 5 DIAMETER DIAMETER DIAP Z DIAMETER DIAMETER THICKNESS DIAMETER THICKNESS O ~ (D N
SELECT BACKFILL ~ 6" & UNDER 6.90" 12 (SEE NOTE II ~a" DIAMETER STAINLESS R 6.90" 12 ~q' 0.188" 12 ~y" 0.250' ~ n ON ?
STEEL OR GALVANIZED BOLTS 8" 9.05' 9.05' 16" 0,250" 16' 0.250' w WZ00 w
10' IL10" A5 13.20" IL10" 20' 0,281" 20" 0.250' F- _X ~ 24" 0. 44" 24" 0.250' Z 2 , ~ 13.20" 3 Q
• PIPE SUPPORT ASSEMBLY 12" 14" 15.30" TREE PROTECTION FENCING w~,~ 15.30" 28" 0,406' 28' 0.312" U W O ~
16' 17,40" 17,40" 30' 0,406' 30" 0,312" TEMPORARY MESH SIZE ~ J N ~
12' 12' \ 20" 21.60" 21.60" 42" 0.563' 92" 0 312" POST 3' MAX. X 3 MAX. O J
i 24" 25.80' 25.80' 42" 0.563" 92" 0.312" 0 ~ ~ ~ a
.DIMENSIONS ARE WITHOI ~ ~ ~ (n (n E ~ ~ ~ ONS ARE WITHOUT COATINGS ~ W W C7 C'J J J
~ ~ "5 or a57 STONE WALL THICKNESS PER PLANS Z ~ 00000000000000000000000000 ~E'p z (n Y a. ~
NOTESo 00000000000000000000000000 0~= ~ w = d o 00000000000000000000000000 nNa o a ~ Q ~ W
~--UNDISTURBED EXISTING bore & jackin 00000000000000000000000000 9 00000000000000000000000000
ROCK I. Instollation by dry bore & jackir 2. Bore to run from Right-of-Way Right-of-Way to Right-of-Way unless approved 3, IN, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
otherwise by OWASA. TYPICAL la' 3. Grease encasement pipe as requ 00000000000000000000000000 pipe as required for ease of installation. 00000000000000000000000000
JOINT PIPE 4. Steel pipe to be 35,000 psi min. yi ,000 psi min. yield strength, grade B. 00000000000000000000000000
111 APS MODEL AC PULL-ON END SEAL 5. All exposed metal t0 be coated WI be coated with epoxy or asphaltic material. Id, manufactured by ITT Grinnell, Charlotte, N.C. / Spider o 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N~TESg oR APPROVED EQUAL 6. Skids to be installed, manufactur I. See specification section 02210 Trenching, Backfllling, and Compaction of Utilities Manufacturing, Durham, N,C. / APS lam, N,C. / APS casing spacers by Advanced Products 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ff,,
for backfill and compaction requirements, Systems Inc, Lafayette, LA. / or tte LA, / or a roved e ual, V PP q
IRANGE WATER AND SEWER AUTHORITY F~ i ~'i,~~-„`~ lo~ MAx.
ORANGE WATER AND SEWER AUTHORITY F~ ~ ~ ~ ORANGE WATER AND SEWER AUTHORITY F~ ~9; ~ ORANGE WATT
OWASA Cerrboro, NC 27510-0366 UBE WR71 771E OWABA 9YANOABD B?&97CAnONB ONLY •""'•"W'0K OWASA Ceebaw NC TiS1UA166 UBE Wfl'9 ln6 OWABA 87ANDAAD BP6C0?[G770N8 ONLY 11°'01~•~ OWASA Carrbaq NC 71510-0366 tas W71n 78B f NotT ~ ~ uz TYPICAL DETAIL for BORE NotT ~ s9 ui TYPICAL DETA DETAIL o ~ scums • A LANDSCAPE PROTECTION SUPERVISOR WHO lS REGISTERED ,.AL DETAII, for BORE Not To sal. z9~.o>< WITH THE TOWN OF CHAPEL HILL WILL BE PRESENT ON SITE A
PAVED ROADS /HIGHWAYS ~n®o>~ ~ sr ALL TIME ~ WHEN THE FOLLOWING ACTIVITES ARE TAKING PLACE. CLEARING, GRUBBING, EXCAVATION, GRADING,
ROCK EXCAVATION AE{7BION a,E BIOE'r awn B~°° UNDER PAVED ROADS /HIGHWAYS '~`°N BFIF>.77' Be~° UNDER PAVED RO 5i~ 1977 Deembor 1L 2002 1 a( 1 Since 1977 3wwY 30.2003 2 d 2 Si•a 1977 TRENCHING, MOVING OF SOIL, INSTALLATION AND REMOVAL OF
TREE PROTECTION FENCING, AND THE DELIVERY, / V TRANSPORTING AND PLACEMENT OF CONSTRUCTIN MATERIALS ~ f
AND EQUIPMENT G ~ ,uuiu,,
I wl H w T CAR ~ A PRE-CONSTRUCT ON CONFERENCE LL BE ELD I H THE i~~
PROUECT'S LANDSCAPE PROTECTION SLPERVISOR ANO SHE 0 ~
TRY FFI FR ~"R; AN" - W • 9 ~ TOWN'S URBAN FORES 0 C_ 9E ~ _ S E ORK OF 0,~;.: BEGINS. ~ ~ .y~.,
- .4 ANY TREE ROOTS XPOSED BY CONSTRUCTION WILL BE = ~ ~EAL =
E - 023965 - SEVERED CLEANLY WITH A PRUNING TOOL
~v. THE SOIL WITHIN THE CRITICAL ROOT ZONES OF THE EXISTING ,~.q EF;:' w~ Z
TREES WILL NOT BE DRIVEN UPON OR OTHERWISE DISTURBED ~i ~ N'''
DURING THE INSTALLATION OF LANDSCAPE PLANTS. Ry 1~G~~`~ w, M
~Innnl?~ ~
Details Provided by APPIAN Consulting Engineers
INSTALLVNRE 4 ~'~NG BACK ENTIRE
FILTER FABRIC FENCE
BACKFILL MIN 8'
RIPRAP TO BE PLACED ON STREAM BANK. BP~~ tJ~ STEEL FENCE POST THICK LAYER OF GRAVEL W BP 14' FENCE
QUANTITY AND SIZE AS ~ QF APPROVED BY ENGINEER TO POST
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CJ ° o ~ ~ ~ ~ ,Q 0 1=1 11=1 11=1 - _ -I , I-I I I_I I__ -III-1 III-1 I I-1
o ~ ~ =III=111=III=111111-1 = - ll X11=III _111=III - - _ III II1- -111 w 1=1 11=1 11=1 I I~ 11=1 11=1 I I~ 111 I III 1=1 I I-1 11= e J
~ war 0 owoo ~ _ ~ FR aT - - - - - - - - - V-TRENCH I-III-III -III- _ Z / ER F -1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 I~ I~ I I 111 11=1 I I_ ~
- ° ~ I_I I LI I I_I 11=1 I I_I I I=1 I I~ I CI I CI I CI I I I l-1 I I_I -III-III- ~ i-III- TI I-III-III_III_III_ 0 -
/ ~N _111_111-III-III_II = H COMPACTED FILL ~ Q
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D ~ o ~ s 0 ~ _ W CLEARANCE FROM Z = N f-
CONSTRUCTION SPECIFICATIONS 2: I SLOPE, GRAVEL FILTER "0~ ~ STREAM BED TO ~ Q ~ ~ TOP OF ENCASEMENT Q ~
' 0 D ~ SHALL BE: a ~
ARDWARE CLOTH OR COMPARABLE ~ I. CAREFULLY FIT H A MINIMUM OF I'-0' ® EXTENSION OF FABRIC ANDVNRE ~ W ® INSTALLNAREBACK W f' a INTOIHETRENCH ENTIRE FENCE ~ ~ ~
WIRE MESH WITH I/2-INCH OPENING OVER ALL WIRE SCREEN CONCRETE ENCASEMENT TO EXTEND RAVEL IN PLACE. FROM TOP OF STREAM BANK Q BLOCK OPENING TO HOLD G TEMPORARY SEDIMENT ~ • 0 Q Z
TO TOP OF STREAM BANK o POOL (SEE SHEET 2 of 2 THIS DETAIU ° ~ ~ FILTER FABRIC ~ LL 0
2. USE CLEAN GRAVEL,3/4-TO I/2-INCH IN BELOW THE TOP 3F DIAMETER, PLACED 2 INCHES AND ISOMETRIC PROFILE wFR "~I`f j I I I- STEEL FENCE POST V sE - ~ I I~ I I=1 I ~ . W = wF ~ I I ~
OF THE BLOCK ON A gel SLOPE OR FLATTER M R ~ 111 I i-1 I I- _ I_ I I I- I I_..I- ~ ~ MaiN =1 _ _ _ _ _ Z
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED STONE IS RECOMMENDED 16° ~ I I~ I I_I I I~ I l~ I _I I I: I- =1 I~ 0
2' ~I I I-1 I I~ I I- i- :I I I-1 l 1= z I I~ I-1= I-I I- =1 11=
-i a=1 I 1=~ ~ - 0 -11-1I I , I I l;
- ~ ~ I-1 D-1 I l=~ I I~ I I-1 ~ ~ 9' I =1_ I - 4' -
=1 I I=1 I I III-1 I I-1 I I~ I I=1 I I-1 I I-1 I T -III-III II-III-III=III; III-III-III-11 NOTES: 'I
~ I ~ ~I ~ ~ = ~ = I, CONCRETE TO BE 3,000 PSI.
o SEDIMENT ~-i~~~-~ 2. ENCASEMENT TO BE USED ONLY WHERE SPECIFIED ON PLANS. ~ ,-I~- _ 3. PIPE SHALL BE DUCTILE IRON PIPE, ON PLANS, DATE 404
~ 4. FILTER FABRIC TO BE PLACED UNDER RIP-RAP AND KEYED INTO 1D KEYED INTO EMBANKMENT.
PROJECT NO
m d F°R' WATER AND SEWER AUTH~ L ro ~ ~ ORANGE c fa+borm NC 2790-0366 l.~ Wf1H 7701 OWAII BfAWDA10) s~anoNB oM.Y ?EWER AUTHORITY o°'°° 199) 4421 70936 FAX 1~) v s~nurra OM.Y TYPICAL SILT FENCE FILENAME
OWASA ROCK CHECK DAM naTo e.r zse.os 1. gn
No SEWER LINE CROSSING ~a Senie• NG ~
o Sion 1977 BENEATH STREAM BED 3ED our ~ ~ 2 SHEET NO - - 8 OF 10
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ITEM NUMBER VB-9~S J J v
MATERIAL COATING S PECIFICATION HARDWARE CLOTH OUTLET SECTION Z
GRAY IRON BITUMEN ~~o J
ASTM A48 CLASS 30 g i~q^ 3~
I'-a" PLAN VIEW i
PROFILE
FILTER FABRIC ~ z
® TURF APPLICATION FILTER OF 1" DIA. ON GROUND Q °
WASHED STONE J ~ a cn
TOP OF CLEAN-OUT TO BE BETWEEN CLEAN-OUT BOX AND LID o Z 3 ~ Q W
4'-6' FROM TOP OF BOX (SET TO FINISH GRADE) - _ ~ N J
PIPE ~ + - I=--III JT1 o PIPE ~ BURY WIRE FENCE ~ w
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FERNCO COUPLING ~ 0 ~ (OR APPROVED EOUALI o z H ~T
W/ STAINLESS STEEL o W V
C.I. FERRULE WITH BRASS PLUG ADJUSTABLE CLAMPS N
45° BEND OUTLET PLA z N
4' DUCTILE IRON PIPE ` ~ ~ O.D, of PIPE + 2'-0" ;o~
4 MJ PLUG 3000 PSI ~ CONCRETE p ~o amp 7S D A p ~-rn~ y5~c~ ~ ~p N ~~~Qf~_,~r~4~~fCr~4.f~..rCr~Qn~,r`r~tQn~,.r~rC0.~i `••t~r~Q~r.JCr~0.~`..rCr~2r~~fCr~Qr~.~r~ar~-,.rQKarS-~r~,~ykk ~ N o
4' DUCTILE IRON PIPE ~ ~ ~ ~ SERVICE CONNECTION MUST BE ENCASEMENT SERVICE LATERAL ~ ~ MADE AT THIS POINT, (USE ~llq, w F Z ~
CONFIGURATION VARIES TRANSITION GASKET WHEN ~ ~ SECT~~N TRANSVERSE SECTION Z=~ ~
ATTACHING TO PVC OR CISP 4' DUCTILE IRON PIPE SERVICE LATERAL.) c ~ V~LL
~ ROMAC INDUSTRIES, INC. ~,~D i W W Q c~
~CB-9.80(6"-12°I CB-4.80LSI14"-24"1 ^ OC ~ ~ O J
SEWER SADDLE AT 45" J O~~ ~
I 4° TAP AT 2 O'CLOCK OR 10 O'CLOCK 3` ~ O W W C7 C~ J J ~
POSITION, IF GOOSE NECK FITTING IS USED, PROVIDE APPROVED SUPPORT METHOD Z ~
O O ~.fAd ? ~ U Q v w
MAINTAINED BY MAINTAINED BY OWASA PROPERTY OWNER NOTESo
N~TESe I. CONCRETE TO BE 3,000 P51. 2. ENCASEMENT TO BE USED ONLY WHERE SPECIFIED ON PLANS. END FILTER FABRIC HERE
I. This detcildeplcts a typicallayout. Variations may be approved. SILT FENCE _ SILT FENCE
ro ~ ~ Fo.a ORANGE WATER AND SEWER AUTHORITY FAX jq~,j,~ ~ ORANGE WATER AND SEWER AU'1'HORI'I'1' FAX (919) 968-N61
OWASA ~`b0f0' NC n510-Q'~66 >J8~ ~ T!~ DNABA 6fA1m4~0 BP&97GTIDNB ONLY ~~~~0~ OWASA YC 2TS10-Q166 U88 WI[H TH6 OFA61 STANDAND B~ECB+IGTIONB Drll.Y mnrmww.ote 4` MIN.
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W
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TOP OF SILL TOP OF SILT FENCE MUST
BE AT LEAST TOP OF THE BE AT LEAST 1' ABOVE THE TOP OF THE WASHED STONE
Z
00 000 000 000 0 0 F-
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~o Do o0 OOO OOO
U 0 oO 0 0 ~ 00
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00 OOo 0 0 BURY WIRE FENCE, Q STEEL FENCE POS
0° ~ OO0 SET MAX. 2' APART FILTER FABRIC, AND
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IN AREAS OF HARD ROCK N = ~ ~ W a ~
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08~ 8~ 00 00 0 INV. OUT 453.84 0 000 W = V
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0 000 ~ 000 Oo LL ~ ~ ~ ~ NOTE: Z
~ 0 ~ 0 ~ 0 0 ALL PORTIONS OF THE EXCAVATIONS SHALL BE MADE SO THAT THE SAFE 0
8 S ~ w 0 O 0 ~ ~ 0 0 SLOPE OF THE EARTH IS NOT EXCEEDED. THE CONTRACTOR SHALL COMPLY
~ ~Oo 0 ~Oo 0 ~OoO + 0 0 0 00 0 00 00 WITH ALL OSHA REQUIREMENTS AND PROVIDE A COMPETENT PERSON ON 1
o0Q ~ 000 ~o SITE TO SUPERVISE EXCAVATION AT ALL TIMES. IT SHALL BE THE RESPONSIBILITY .p ~ 3 F THE ~ m GD 0O 00 DD 0 CONTRACTOR TO PROPERLY AND ADEQUATELY PROTECT ANY PART ~
m 0 oO 0 0 OF THE EXCAVATION FROM CAVING OR SLIPPING BY THE USE OF SHEETING, OUTLET , ~ b
0 0 0 0 0 0 0 BRACING OR SHORING AS REQUIRED. D e~0" l j y DATE o CA ~ 404
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TRAFFIC MAINTAIN BARRIER 2' SHY DISTANCE ° ~
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SEP2720 04
¦ DENR • Wq~R QUALITY
WFTtANpS AND STORMVyATER 9RANCH
INDEX
SHEET DRAWING TITLE
N0. N0.
1 G-1 COVER SHEET
- 2 G-2 GENERAL NOTES w h
~ eermn a. - - t
S i uaa°eee tt. } 3 C-1 SITE PLAN
reed.°o~ Hype Ra.
4 C-2 PLAN & PROFILE
p Ro,
qd. ti"~ AE• 5 C~ PLAN & PROFILE
40
a~ ~ ~ , ~ "^b m~, I- 4D b C-4 EROSION CONTROL PLAN
N " • - ~ 7 D-1 CONSTRUCTION DETAILS
L ,q 5 w,u„ 6lnper A6
q ~ Q 5 ~ 8 D-2 CONSTRUCTION DETAILS
~ ~.w> ri°w.
q~ { yd ,8 9 D-3 CONSTRUCTION DETAILS
14e, ) } AauMrroe AE.
C, vM/1. i A Fal 4 ~~fs "N° ~s o ~ 10 TCP-1 TRAFFIC CONTROL PLAN
~ ~ ~~~h D ~ °~~h
J i y" Mier." I eA1N° 9 ~ sA~
° ~ ~
z a c+• ` " fi PROJECT „r g ! y ( 1 3 I
"na o.. ~ r
fi LOCA ON ~ Em - ~ ~ x
oia, In 7 HonaYeuo Atl. bmkvl
LEGEND a.re. A o-~k°' Y 3
Q Ra ~ 3 ®e.,WATER VALUE ~ ' Ra Ry ~ °y
...FIRE HYDRANT ~ ~ Q. r Cr.
O...WATER METER ®...PROPOSED MANHOLE ~ 4' en:, is a. - ~ l
0 ...WATER MANHOLE Q .e.GEOPROBE LOCATION ' Pp
®PM...POWER METER .,.TREE/SHRUB e ~ ~ $ ~A~ J
...POWER BOX rye ~ ~ ...TREE PROTECTION FENCE ~ ~ ~ ...POWER POLE ~ ~ A
SG~...SWEET GUM sr. ....COMBINATION UTILITY POLE \ S1 a.
,..GAS VALUE PN~ee.PINE _ Y ~ 9Q 4~~ ~ b
GTS.e.GAS TEST STATION HW ,..HARDWOOD ~ b m ~ 8 ~ ~ d' d
u Y 6• Q CO...CLEANOUT ; k r d• n.
~`r ? i O ...SANITARY SEWER MANHOLE F s "^?y a s
O e..STORMWATER MANHOLE ~ ~ " `ed• s 0 MB...MAILBOX Q'~»,, ~ ~ ~ ~ cr. xx . ~ ~ o
0 SG...SIGN ~ a+a* ~ ! M n
a 0 SP.,.STEEL POLE ~ ~ ~ 'pan. d Rai: ~ 7 I ~ u4d r ura ~ "
DIP...DUCTILE IRON PIPE sb a°+K ~ ~ ~ I'~ ~ ~ ~11~~ ~ , j1
A4 STLe.eSTEEL r~ V Aa ~ 1, I,~~IIIIII111j~ , '1
CPP...CORRUGATED PLASTIC PIPE ~ ~
SS SANITARY SEWER LINE R ~ ESS/ '''°:~9~': ~ S,. ~ ~ ;'p 4 ,
E EXISTING EASEMENT S~,, ' ~ • "r1 GrrMM M. SEAL
- 300 EXISTING 5' CONTOUR LINE cx. o-. - 6 a 0239 5
-P POWER LINE FIELD LOCATED ~ ry~~ ~,r F a ' v; ~':FNS
G GAS LINE FIELD LOCATED a ; 4 ~ ~ r R ~ Ad ~ ~ ~b< s ~ , ,9 I NE.°'
T TELEPHONE LINE FIELD LOCATED " ~ ~ ee ~ m„ , 6 F ~ /~1111111111~~,
f. W WATERLINE FIELD LOCATED a. ~ ~
TV CABLE TV LINE FIELD LOCATED
TFO FIBER OPTIC TELEPHONE LINE FIELD LOCATED ~C~N~~ P V
W WATERLINE MAPPED PER RECORD SCALEo I"=2000`
RCP PIPE
SILT FENCE
PREPARED BY
PREPARED FOR ~r
E A R T H T E C H
a m
0 701 CORPORATE CENTER DR111E
ORANGE WATER AND SEWER AUTHORITY SURVEY SOURCEo ~ SUITE 4T5
m~ 400 JONES FERRY ROAD Titan Atlantic Group
CARRBORO NC 27510 5240 Green's Dairy Road ~ ~ 9 Road RALEIGH, NORTH CAROLINA
9 19-968-442 I Raleigh9 NC 276 16 m° 9 19-854-6200
° 9 19-968-4464 (fax) (9 19) 873-22 0 919-854-6259 (fax)
° QQ U° /Q
~N
Or F~
QO

GENERAL NOTES:
N B B
F N w N H
L CONTRACTOR SHALL ABIDE BY ALL LOCAL AND STATE LAWS AND/OR ~ > ¢ C7 J O
ORDINANCES TO THE EXTENT THAT SUCH REGULATIONS DO NOT CONFLICT 7 J
WITH FEDERAL LAWS OR REGULATIONS. Q ~
16. TOPOGRAHIC 2. AN ATTEMPT TO LOCATE EXISTING UTLITIES HAS BEEN MADE DURING UTILITY INFORMATI 'OGRAHIC SURVEY PREPARf.D BY TITAN ATLANTIC. SUBSURFACE INFORMATION PREPARED BY TITAN ATLANTIC. GEOTECHNICAL J J
~TION PREPARED BY GEO SOLUTIONS, INC. SUBSURFACE UTILITY
PROJECT DESIGN AND THE INDICATION OF SUCH IS FOR THE USE OF WFORMATION PRE ENGINEER DURING DESIGN AND CONTRACTOR DURING BIDDING. AND GEOTECHNICA CONTRACTOR IS RESPONSBLE FOR LOCATING BOTH ABOVE AND BELOW MANUAL. OTECHNICAL INFORMATION CAN BE FOUND IN THE PROJECT ~n m ~
c~ c~ o
GROUND UTILITIES AND CONSTRUCTING THE PROJECT WITHIN THOSE 17. ACCESS TO E :ESS TO EACH RESIDENCE SHALL BE MAINTAINED AT ALL TIMES TO
EXISTING UTLITIES. NO ADDITIONAL PAYMENT WILL BE MADE FOR DELAYS, THE EXTENT POS WAGES, EQUIPMENT COST OR OTHER EXPENSES OUTSIDE OF INSTALLED HOURS PRIOR FOR TENT POSSIBLE. CONTRACTOR TO CONTACT RESIDENTS AT LEAST 72
PRIOR FOR PARKING ARRANGEMENTS. CONTRACTOR SHALL
MATERIAL COST AS LISTED IN THE BID. MAINTAIN ACCESS V ACCESS TO ALL PROPERTIES WITH IN THE LIMITS OF z
UCTION THROUGHOUT THE LIFE OF THE PROJECT. z o a N
3. CONTRACTOR SHALL GIVE WRITTEN NOTICE OF CONSTRUCTION START CONSTRUCTION TH
DATES (COPY TO THE ENGINEER) TO ALL HIGHWAY DEPARTMENTS, 18. OVER WEEKEN MUNICIPALITIES, OR PUBLIC SERVICE ENTITIES WHOSE POLES. WIRES, PIPES, PAVEMENT CUT T CONDUITS, SURVEY MONUMENTS, BENCHMARKS, OR OTHER STRUCTURES DUE TO DELAY C MAY BE AFFECTED BY THE CONSTRUCTION ACTIVITIES. UNLESS OTHERWISE 3 WEEKENDS AND HOLIDAYS COLD PATCH SHALL BE USED ON ANY z 3 ~
NT CUT TO BE PATCHED ACCORDING TO PAVEMENT PATCH DETAIL a w
DELAY CAUSED BY ASPHALT PLANT OPERATIONS. ~ >
w J ~
APPROVED, ALL UTILITIES, DRAINAGE, STRUCTURES, ETC. SHALL BE KEPT 19. THE CONTRAC CONTRACTOR SHALL BE RESPONSBLE FOR MAINTAINING TRAFFIC W a z
OPERABLE. ANY DAMAGE OF THE AFOREMENTIONED STRUCTURES SHALL BE ACCORDANCE WITH a ANCE WITH THE REQUIREMENTS OF THE MANUAL ON UNIFORM
REPAIRED OR REPLACED AT THE EXPENSE OF THE CONTRACTOR. KNOWN TRAFFIC CONTROL CONTROL DEVICES, LATEST REVISION, AS PUBLISHED BY ~ P
UNDERGROUND LINES ARE SHOWN ON THE DRAWINGS FOR INFORMATION NCDOT.APPROPRIA ONLY. THE CONTRACTOR SHALL HAVE ALL KNOWN AND UNKNOWN PIPES, DURING TIMES OF APPROPRIATE LENGTH OF MEDIAN BARRIER TO BE INSTALLED N ~ Z
TIMES OF OPEN TRENCH NEXT TO TRAVEL LANES.
LINES, ETC. LOCATED BY CONTACTING EACH OF THE FOLLOWING ENTITIES FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING: 20. CONTRACTOR
JTRACTOR SHALL AVOID DAMAGE TO SEPTIC TANK DRAIN FIELDS.
N.C.ONE CALL CENTER APPROXIMATE LOC (MATE LOCATION SHOWN ON PLANS. IF DAMAGE OCCURS,
PHONE " I-800-632-4949 CONTRACTOR IS R CTOR IS RESPONSIBLE FOR REPAIRING DRAIN FIELD WITH A LEAK-
REQUIRES A MINIMUM NOTICE OF 48 HOURS FREE METHOD. NO =THOD. NO ADDITIONAL PAYMENT WILL BE GIVEN FOR REPAIRS.
THE CONTRACTOR SHALL ALSO EXCAVATE AND EXPOSE ALL EXISTING 21. DISTURBED A UNDERGROUND SYSTEMS NEAR THE PROPOSED WORK IN ADVANCE OF FOLLOWING TRENC TRENCHING OPERATIONS. RATE 120 LBS/A 4. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE CHAPEL CONSTRUCTION S CURBED AREAS TO BE GRADED, SEEDED AND STRAWED IMMEDIATELY 0 ¢
ING TRENCH CLOSURE. USE TALL FESCUE OR K-31 AT PLANTING
?0 LBS/ACRE. ~ c`~, ~ ~
z ~n Y a
¢ w x a 0 o v a
RUCTION SEQUENCE:
HILL PUBLIC WORKS DEPARTMENT AND DUKE POWER WITH REGARDS TO I. AFTER OBTAI UTILITY CONSTRUCTION ON RIGHT-OF-WAY, PROTECTION OF POWER DISTURBANCE AN
fER OBTAINING NOTICE TO PROCEED AND ALL NECESSARY LAND
FACILITIES, TRAFFIC CONTROL, ROAD TREATMENT, HOURS OF OPERATION, CONFERENCE WIL PEDESTRIAN TRAFFIC, ETC. tBANCE AND CONSTRUCTION PERMITS, A PRE-CONSTRUCTION =
RENCE WILL BE HELD, AFTER WHICH CONSTRUCTION OF THE SEWER
MAY BEGIN. NOTI EGIN. NOTICE TO PROCEED WILL BE ISSUED UPON EXECUTION OF
5. ALL CONSTRUCTION SHALL BE CONTAINED WITHIN HIGHWAY RIGHTS-OF- CONTRACT. ACT.
WAY, EXISTWG SEWER OR UTILITY EASEMENTS, AND/OR EASEMENTS z, INSTALL ERO ACQUIRED BY OWASA. NO ENCROACHMENT OUTSIDE THE OWA ;A PLACED PRIOR T
TALL EROSION CONTROL. ALL EROSION CONTROL DEVICES SHALL BE
EASEMENTS, PROPERTY, OR HIGHWAY RIGHTS-OF-WAY SHALL ISE ALLOWED. EROSION OF SED CONTRACTOR SHALL LIMIT CLEARING AND CONSTRUCTION AC ~IVITIEiS TO MATERIAL ONLY D PRIOR TO ANY LAND-DISTURBING ACTIVITY IN ORDER TO PREVENT y~
1N OF SEDIMENT. CONTRACTOR SHALL STOCK PILE EXCAVATED
THE EDGE OF THE EXISTING SEWER/UTILITY EASEMENT OR RIGHT /3p OF-WAY, COURSES. IAL ONLY ON SIDE OF NEW SEWER TRENCH AWAY FROM WATER
WHICHEVER IS NEAREST THE PROPOSED SEWER. E5. F
3. REMOVE TREE COVE TREES AND CLEAR AND GRUB EASEMENT AND RIGHT-OF-WAY
6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND q, CONSTRUCT MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NORTH SERVICE STUB 0
JSTRUCT SEWER FROM EXISTING MH '~35-G4-00 I TO NEW MH 6. INSTALL
CAROLINA tROSION AND SEDIMENT CONTROL PLANNING AND DESIGN OF MH 7. ONCE :E STUB OUTS AND AIR TEST THIS PORTION PRIOR TO INSTALLATION
MANUAL, LATEST REVISION, AND SHALL REMAIN IN PLACE UNTIL THE AREAS MH 7 AND 8 WIT 7. ONCE AIR TEST PASSES FOR MH I THROUGH MH 6. THEN INSTALL
THEY SERVE HAVE BEEN PERMANENTLY STABILIZED. AND 8 WITH SERVICE STUB OUTS AND SEWER MAIN UP TO STA 22+75.
AIR TEST FROM _ST FROM STA 22+75 TO STA18+7q. _
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WSPECT ALL 5. INSTALL DOG EROSION CONTROL DEVICES PERIODICALLY AND AFTER EVERY RAINFALL. 6. INSTALL SEW ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS PROPER ELEVATI OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. TALL DOGHOUSE MH 9 AND ALLOW SEWAGE TO FLOW IN NEW SEWER H
TALL SEWER FROM MH 9 TO EXISTING WETWELL. CORE WET WELL AT
R ELEVATION AND GROUT IN NEW MAIN. ~
8. TREES AND STUMPS ALONG SEWER ROUTING AND EASEMENT ARE TO BE 7. REMOVE PUM REMOVED. TOPPING AND SEGMENTING WILL BE NECESSARY. CONTRACTOR FLOWABLE FILL. 40VE PUMP AND APPRUTENANCES AND BACKFILL WETWELL WITH a
BLE FILL. FORM NEW TROUGH AND INVERTS.
RESPONSIBLE FOR PROTECTION OF PRIVATE PROPERTY AND TREES OUTSIDE W
SEWER EASEMENT. WORK HOURS HOURS
9. ANY EXISTING FENCES, WALLS, SIGNS, LANDSCAPING, MAILBOXES, I. HOURS OF CO 1RS OF CONSTRUCTION OPERATIONS SHALL NOT BEGIN UNTIL 8:00 A.M.
GUARDRAILS, ETC. ALONG THE SEWER ROUTING ARE TO BE REMOVED AS
NECESSARY AND REINSTALLED IN THEIR ORIGINAL CONDITION (OR BETTER) z, DO NOT CLO AND IN THE ORGINIAL LOCATION. NO SEPARATE PAYMENT WILL BE NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
ALLOWED. PAYMENT TO BE INCLUDED IN THE APPLICABLE UNIT PRICE BID PINEY MOUNTAIN RD 6:00 A.M. TO 8:30 A.M O
FOR SEWER, UNLESS OTHERWISE NOTED. ALL HIGHWAY SIGNS SHALL BE
RELOCATED AS NECESSARY SUCH THAT THEY REMAIN UPRIGHT AND 3. DO NOT STO LEGIBLE AT ALL TIMES DURING CONSTRUCTION. NOT STOP TRAFFIC FOR MORE THAN 5 MINUTES AS FOLLOWS: W Q =
PINEY MOUNTAIN RD 6:00 A.M. TO 8:30 A.M 3 ~ Q
10. THE COST FOR DIVERSION OF WATER IN DITCHES. SHALL BE INCLUDED IN N d
THE APPLICABLE BID PRICE FOR EROSION CONTROL NO SEPARATE PAYMENT q. NOTIFY EMER WILL BE ALLOWED. fIFY EMERGENCY SERVICES PERSONNEL AT THE BEGINNING AND END ; ~ ? O
OF EACH DAY'S CH DAY'S ACTIVITIES OF ANY TRAFFIC PATTERN ALTERATION r
iING. BUT NOT LIMITED T0: ROAD CLOSURES, TRAFFIC SHIFTS. LANE ~ Z
I I. INSTALL SILT FENCE AS INDICTATED TO PREVENT ROAD SILTATION AND INCLUDING. BUT OFFSITE SEDIMENTATION. CONTRACTOR RESPONSIBLE FOR OFF SITE NARROWING, LANE WING, LANE CLOSURES, AND FLAGGING OPERATIONS. NOTIFICATION ~ ~-O
SILTATION AND STREAM DEGRADATION. ALL DITCH CROSSINGS SHALL BE TO BE MADE BY MADE BY PLACING A CALL TO THE "9 I I" OPERATOR. O ~ ZQ
RETURNED TO THEIR ORIGINAL CONDITION OR BETTER UPON WSTALLATION W
OF SEWER LWES. EACH CROSSING SHALL HAVE THE ADDITION OF FILTER Oyu ~ W
FABRIC AND RIP RAP PLACED ON EACH SIDE AS SHOWN ON THE BRANCH d 0 Q
CROSSING DETAIL.
Y d = W
12. ROADWAYS AND SIDEWALKS SHALL BE PROPERLY CLEANED BY THE END
OF EACH WORK DAY TO REMOVE SEDIMENT. STOCKPILING ON SIDEWALK
AND IN TRAVEL LANES IS PROHIBITED. Z
n° 0
13. DISRUPTION OF SERVICE AS REQUIRED BY THIS PROJECT SHALL BE
COORDINATED WITH OWASA BY THE CONTRACTOR. A MINIMUM ONE WEEK
NOTICE SHALL BE PROVIDED TO OWASA PRIOR TO ANY SCHEDULE OUTAGE. N ~cnq "~w
' ~.`~=~.~~FES$/p~ N,9 :i DATE ~
14. CONTRACTOR SHALL BE RESPONSBLE FOR REQUESTING AND OBTAINING
APPROVAL FOR ANY CHANGES IN THE PLANS OR HOURS OF OPERATION ~a SEAL 9(' ~ PROJECT NO
FROM ENGINEER. = 023965 70936
'~9 •~~NCI NF.FPiq. v'`: FILENAME
I5. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION ACTIVITIES, THE '',Ry W M~~`r`~
CONTRACTOR SHALL VERIFY THE BEGINNING, ENDING, AND OTHER CRITICAL ~iir~~~~~~~„~~~ SHEET NO 2 OF 10
(PIPE AND CREEK CROSSINGS, ETCJ ELEVATIONS. BENCHMARK DRAWING NO
DESCRIPTIONS, ELEVATIONS, COORDINATES, AND DATUM ARE SHOWN ON
THE PLANS.
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RBPG - ~ - 975 ~ ~ ~ (j'~ j~l~ j ~ 1, l ,,l\ ~ 1 ~ 4 h "w ,r/, ~ ~ Yg' V ~
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N/F b P ~ i V ~ Vl MTN. DR. ,f'' ' N.~F ~ ~ NrF ~ J
T~fOMAS M. PETERS M. PETERS y.', i, JOHN RAY Tyr G~' ~ w
309 ORBUSP~ MTN. IRBUSR MTN. ; ~ APPROXIMATE ~ ~ BETSY DAMS ~~1 ~ 4~1. 3~~ z 3 ~
D. R. LocaTloN of ` ~ PI~~ ~ 9880-50-9875 ~ E 1 g P~~ e 4P~. ~~51~ SEPTIC DRA~.~ FI~L~t ~ ~ ~ ~ ~ J
NOF !PER OWfJER ~ . DB 1 PG 779 •7.- ~ w~~ ° ~~a a- > ~ ~ 107 APPLE ~ ~Wryy
BEATRICE PREIS6LER wro Q LL °k~
LIVING TRUST MHO ~ SEPTIC TA Z x ~ OWNE 1 ~ l9 / ~ (PER u. 0'
354 LESLEY CR, ~ ,
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, 3 2 . C"~9USH MTN ® x z ~ ~ ~ '`'APPROXIMATE 4` . DRAIN PIPE ~
,,f GR ~ ~ ~ ONFIGURATION r'• . ~ (PER OWNER
f r''r i N W i ,r n w
G1 ' / 1r ,/f i y,' / ~ ~ ~ ~ V lY N Ul ~ NlF wpm w
B IS APPRDXIMAT ~ ~ w x LL
r' LOCATIDN OF R!~ ~ t, ° ~
r a \'f SERVICE LIN ~ ",~0 ~s ,~I9v °~'8~4~,,;~, ~N !PER OWNER) s ~ ~ ~ P ~0 - ~ ~ ~ ~ r QpR ~1 P1~ p0 , • , ~ ~ 5 ,~'m ! . ~ ~
° x s~ - " Z~` pF ~ ~ ~ ~ 2,~ r~ 11 0 - ~ ~
GWASA MH # 35-G3-005 a~ . • P pGP p~ E ~ ~ ''Ao ~ o w i (n cn E ~ ~ ~
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~ ~QE MATE z ~ Y d ~ APPRDX I , 0 a; tr w z d o r MH8 ! ~r+',t DRAIN PIPE T ~ ? ? U Q v w
1 CONFIGURATION , - ~ ~
~ (PER PROBE RO r''~ ~ ~ j, ~ ~ 1 ~ ,C1, } ~ _ i ~ _ t,, ~
T t - ~ ,~f5, y J ~ ydi?
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~ CARDLYN B 1~ ~ s ~ N/F ,ARGLYN P JEFFERSON ,
PIN • 988f~ PIN ~ 9880-60~~0528 ~ ~~t~, BETTY ~ ~ V
APPROXIMATE DB i 735 / Nf~ ~r ~ APPROXIMATE ~ OCATION OF 455 PINEY DB 1735 l PG 591 ~ ~ F ~,0 ~r MAJGR W DEER `i P ~ ~ ~ tJ ~ Fes- ~'o~ ~I9a ~ 9880°80-187 455 . INEY M ~ N. PD, ~ _ _ 10 pp~ / ~ ~
7 - r 324 MTN RAIN PIPE ~ SEPTIC DRAIN FIELD , MAR~C LLLIC~F DA4IS DP, D x ~P~p~~E ~9ti . BB 218 I PG 173 \
~ ~ CONFIGURATION (PER PROBE RODI ;,--t , ~ IN 988L~M50-6I83 (PER OWNERI ~,°Z~~~Rp~/ ~ 1~d3 APPLE ST. W . ~ , ~ o s ~
F~° DB 972 / PG 38G , , iD4 5~-IMMERLIN ~JP,x E ~ 5 lQ~ ' ' T
' ~ ~ APPROXIMATE _ - F~PPROXIMAT l~ i \ ~ 'r'~ DRAIN PI 1
{ ~ ~ ~ GRAIN PIPE ~ ~ ~ CONFIGURATION r,~ i~~ PIPE LEAVES EXISTING RESIDENCE ',~~CANFIGURATION i
i ON NORTHWEST FACE OF FOUNDATION (PER OWNER) ` C~ ~ ~ (PER OWNER) 1
(PER OWNER) ~
~ ~ ~ ~ ~ - ` ~ y
~ - N/F \ 1, MH7 ~ ~ ` o i'~~ _ V• -
} CLARA BALOWIN TEMPORARY PIN • 98 - - ~ ~ NIF ~ APPROXIMATE NSF ~ t N OF \ KAREN M GREEN ~ o , w ? ~ LDCano s ,
80 50 9480 coNSrnucnoN DB 484 / PG 637 PIN • 9880nS0-1697 { ~ SEPTIC DRAIN FIELD J R MANLEY ~ ~ (PER PROBE R4a~N • 9880'60'2872
- EAST 429 PINEY MT RD m ~ ~ ` N, , OB 1900 PG 165 ~ i
N/E P~~RIEL I_ 1~RICHT , 457 PINEY h~TN. RD. ~ ` ~ ~ / / OB 198 / PG 920 `i Z ,V ' r' ~w,~ ~ 101 APPLE ST.
IPA X980-5-9908 _ SEPTIC TANK \ .l ~ \ TANK ~ ~ • , f ' /
~ t ~ PG r,.,"_ ~ (PER OWNER 1 , t ~ d qq a' ~ ~ ~ - p ~ -r,° ~ 4 , ~ ' ~ t ~ l ; ~ l , ti ~ER1 r ' ~ -9~'RRXI'~R, _;K V H
sl ~ r MH2' „ . _ _ _ it 1 t~I PE t - r' . ~ ION t, STORY BR i ~ ' ~ 1 !
,3`-~ ~ ,I 4.rr-~ ~ ~ - _ DWE_~ING 1 ' (PER OWNER) ~ ~ , 1 1~? TANK
MH1 - - - _ _ _ _ _ - 13+ - D~ - - ~ ~ 1 T SEPT I C • APPROXIMATE , • ~ - , i 1'~ ~ (VISIBLE)
r , - - - - - - LOCATION OF J tl;,,,~,-'<~
~ _ _ GWASA MH # 35-G4-002 _ , _ ~ ,~O r , _ j ' ~ EPTIC DRAIN FIELo- ~ ~ 4 ~ Q ~ ~ (PER OWNE C` ~ ,
_ ~ , ' ti - ~ - ~ h d -.m r gg t n _ 1 ~ i
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1 w , , - _ / SEPTIC TANK ~ ~ ~ ~(~P i NOT FOUND N ' - ~~N O T-•- , ~Sy~ Q1~
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~ ~ ~ - ~ - \ MH4 r ~ NO EVIDENCE FOUND OR s ~ MH4 ~ ~ y .a- `
OWNER KNOWLEDGE ~...,w ~x ~ OF SEPTIC SYSTEM ! ~ . - ~ ,,~>u. ~ F Q
~ ~ GWASA MH # 35-G4.001 ~ LOCATION ~ ~ ,
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` 1 N ,-ATE G. ,r . , I ~1N c~NITARY j= ~ ~ ~ a ~ REF , ~ ~ TEV~.N ~ GAI , BRE _
~ IAN EDP P LA„cMENT JO ~ ~ ~ ~ - 98 10;. ~ ~
~ , X60 PC 2c6 D. D~ Pp , ~ • i ~ IN 986"- 14', ~ ~ _ E . N
i DB 2624 / i 436 ~'NEY M~~~r Q ~ J ~ °r ~ ~ N Q J
i TATE s~~ ~ W = ~ ;'-4578 '1 - ~
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PIF.9 ' a ' i p b - dad I V~ i ~ 0 1111111! Q LL „w'" 1`1111 ll,l! ~A~ 1 ' Q ,,a CA J
p + ' GWASA MH # 35-H4.002 ~ f ' ~ .1 ~ C/ W
~ ~ ~ ESS%~' ~ I-
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i~ i ~ ~ _ SEAL _ ~ Z
N N b ~ ~ ~ ' 023965
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~~`TN " !~DRPE ~ s 7 ~ ~ Ry 111
S7S - i W. tJi 111\ 1111 n 11111
w,,, ' .I'I°~~ ~ iY?~. r(L1 a C NOTES: DATE
D - 'S b04
U 1 / q N ~ 1. HORIZONTAL DATUM USED FOR THIS PROJECT IS NAD 83 (US SURVEY FEET) AND VERTICAL DATUM IS NAVD 88 (US SURVEY FEET). PROJECT NO HORIZONTAL AND VERTICAL BASIS FOR THIS SURVEY ORIGINATED FROM CONTROL POINT GPS 2 SHOWN HEREON. 70936
and q m 2. THE SURVEY CONTROL WAS PERFORMED TO CLASS C 2-II FGCC SPECIFICATIONS USING STATIC GPS FIELD PROCEDURES AND THE
NETWORK WAS REDUCED BY LEAST SQUARES ADJUSTMENT. FILENAME
C~ SURVEY SOURCE: GRAPHIC SCARE 3. THE GROUND CONTROL COORDINATES ARE LOCALIZED COORDINATES BASED ON NORTH CAROLINA STATE PLANE COORDINATES C1.DGN ESTABLISHED BY TITAN ATLANTIC GROUP FOR CONTROL POINT "GPS 2" HAVING THE FOLLOWING COORDINATE VALUES:
m NORTHING 801,497.8350 FASTING 1.986,492.445 ELEVATION 503.36. SHEET NO
° Titan Atlantic Group 4~ ~ z~ 4~ 0 4. PROJECT COMBINED GRID FACTOR IS 0.999923120. THE HORIZONTAL AND VERTICAL CONTROL EXCEEDS THE PRECISION 3 of 10 REQUIRED FOR CLASS A URBANISUBURBAN TOPOGRAPHIC SURVEYS.
5240 Green's Dai Road ry aQ 9 5. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS UNLESS OTHERWISE NOTED. DRAWING NO
U~ ° Ralei h, NC 27616 6. CONTROL POINTS SET ARE 3112" ALUMINUM CAPS ON 518" REBAR STAMPED WITH CONTROL NUMBER.
919 873-2211 1 INCH = 4~ FTa m~ o_ r~ 7. ALL COORDINATES SHOWN ARE LOCALIZED GROUND COORDINATES. C-~
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? ~ 5 ID MH. #2 STA. 13+09.35 , 3 Q ~ ~ r~~
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OWASA MH. 1 cn z
~ MH. #4 STA. # 35-G4-002 ~ - 5 _ o ? #4 STA. 17+51.57 ~ - t CO Q
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16 0 ~ SUE LOCATION - 6°~~~. BORE 4 SERVICE ~ ~ ~ - _ _
ss~~~~ Toy=~~~, Qz ~ O - - g_ n ~ - - - _ K N ¢ ~ ~ - W ~
L WER EX. WA A UNDER ROAD, - _ ~ ~ 0 0 S INV IN 4 6, ~,3 - G---------- - _ i. FZ w 6"STL ~ z ~ ~
iNV.ouT=4a~a~~~_ r INSTALL CLEAN-OUT o MH. # 35 G4 001 124.55 29 UC7 a ~
STA. 10+99.72 co M.# TA 1 +74. ~ W W s H 6 S 9 27 _ o r 11 ~~N ~
OFFSET 8 DIP ? 0- 90 00 00 LT. o . / aim ©J
1 FROM MH TO ~ ~ J Maui ~ a ~ U w Z (n (n E ~ _ _
_ BORE 4 SERVICE b j i C7 C~ J J
AVOID EX. 12 VCP UNDER ROAD ? n N a ~ Z (n Y ~ ~ ~
BREAKDOWN & REBUILD INSTALL CLEAN-OUT ~ ~ W I d ~ ~ ~ O O U Q ~ w
EX. 5 ID PRECAST MH ~ s CONC. PIPE SUPPORTS RT JPPO S
TO NEW INUERT RITERIA C MH. #5 STA. 19+05,75
1, SEE DETAIL SHEET D-1 O SSMH 10P•439.85 •435,25 ' BEET D -1 _ o r ?r ,p - 08 57 34 LT .
O INV I4N ©lJT•4~5, 18 ' a~ _ f
e a NOTE. ~e E'~ ~ ; ~ GRAPHIC SCALES
Contractor to ro er shore trench, No o en PPIY p TIE TO EX. OWASA `,fv ~ VI 11I I Ill, ~i r,, 4Z m 20 4~ v r. ~
N 1 trench allowed when Contractor is not on site, ~ ~ a CARO ~.p
MH. # 35-H4-002 Median burners or similar burners shall be used ~ ''ESSi'' ti ;
n STA. 10+00.00 } between travel lanes and o en trench, ~'q''; HCRIZ. ~ 1 INCH = 4~ FTo
q~ p ' ~ SEAL ~ ~ W
023965 1~ ~ 5 1~
~
'~Ry 1~ VERT. ~ 1 INCH = 8 FT. ,,,1 w. M 1,,,
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o GAS _ ~E INV 58.03 _ 16 WAR _ ~ ~ ~ SEE DETAII S EET D-1 ~ _ _ ~ ~
_ SERVIC a N + - - ~ N
a. ~ _ - ~ u. _ _ W
REMOV EX, 8u _ - _ W ~ ] DC I- .""'r,,. N N a rn
f CLAY -EWER 30 Q ~ _ 0
-PIPE a n 13.74 LF 6 Q,40% 1~4 $ ~F $ 4,44 ~i8,52 9 @ p _ w D 0
319.94 F 8 @ 0,40 0 4~ - D. 0~ @ a a ~ ac
12.29 l 8 0 40~ _ ~ _ _ _ o
~ ~ ~ ~ ~r © _EK. 4":.:RCP 3 7 0 r~ _ - w W a Z ~E -5 +
8 @ .40°/0 to a _ _fNV 446,41 _ a 0 -BACK ILL TREK H W/ a
Oti 85 lF 1 TEE _ ENC EMENT ~ '
_ ~ Cl BETWEE RCP _ n W = ~
1ti q INST L BY WITHI 12 0f G ~ ~ _ _ _ _ ~ ~ AN PROP, S ER
~~C~ fP~ _ - Z0
THRO GH R0 SEIS 1C VELO tTY PRO ILE NOTE _ Z R ~ _
M _ 12 r n I z. ~ 5 feet pe eco d (fp) or less n typ~ca y be e c ated w out b ~ ~ 50 P 0 ated wR out blasti _ _
O0 N ~ ~ ~p _ _
1 ~A N ~ ~ ~ h •
~ ~ ~ ~ ~ 4300 feet per econd (fp) or great r anticipa a blastin or other mean, . or other means o mcfunng pnor to cavafing, ~ ~ . _ o r~ o:
O - ~ ~ _ See pendix of Sped .cations r detail S smrc Irne tigatron, tlgatfan, v oo _ o~ ~ c: DATE ~ ~ ~ ~ 4~U4
U Z = -
Z Z d z ~ m~ - - • O ~ ? Q ? PROJECT NO
_ _ > > _ 70936 zz z_ _ _ZZ_
~m FILENAME c2,dgn
m° 0
SHEET NO 40F10
a aP
U~ ~O ~N DRAWING NO
or r~
/m ao C-2

m
m ~ N ~
~ N ~ BACKFILL WETWELL WI PLOWABLE
~~o FILL AND FORM TROUGH ~ J
E T Q S E DE AIL SHEET D-3
1~ Y
E ~ z ' ,F' ~ J J U
~ Z
~ / (n (n ~ r ~ ~ EX. FORCE MAIN TO BE PLUGGED INSIDE ~ ~
~ ~
55 s ; , WETWELL AND ABANDONED. INTERIOR OF
~3 0 0 f.. ~ ~s ` ~ WETWELL TO BE COATED WITH CALCIUM
P 1 ~ ~ G G 'e .ACUMINATE BY OTHER
5~ Y \ iF5 ~ ~ ' V ~ E
~ ~ '3~ ~ UJ Z ~ ~ ~ ~ ~ i' Z O
fr: , ~ H ~ ~ J ~
NOTES ~ PUMP STATION TOP=464, ~ ~ ~
RE 11 A~ \ INV IN(S)•451,45 ~ ~ (n ~ REMOVE & REPLA E EX. 4 CPP ~'e Irvv rnlw~•a55.8a i Z 3
1. Manholes to be Vacuum Tested Per OWASA Specs ~F55 , r,r . DR - ~ ~ FM OUT(TOP OF PIPE)•45 4 ~ ¢ W DRAINAGE PIPE A NECESSARY ~ ~ TIE TO EX~ WETWELL J
~ > r.
2. Followin Air Test & Service Connection; ~-FS5' g ' ~ STA. 24+75~ 22 J ~ ~
Abandon Existing Pump Station Site by Removing r~" EX. OWASA MH #35-G3-003 - ~ EX . PUMP ST . TO BE ~ z ~ ~
Old Equipment From Site and Backfilling and Com actin p g { ~ ~ DE-COMMISSIO ED ~
EX. FM TO BE PLUGGED Site. Then Grade, Seed and Mulch Area to Original Topography. ' ; 11 ~w,~; ~ (SEE G1 NOTES
FROM INSIDE MH. 6 .J. N 'o r
D H E .Sewer Lin Under Construction shall be Plu ith OG OUS 3 es gged w a INTERIOR OF MH. TO BE )GROUSE ak ~ o ~ j 2 0 , ~ r", ~ r~.r~ ~ ~Ya~ ~
Mechanical Plug at the First Manhole Upstream from the MH . #9 STA COATED WI CALCIUM ACUMINATE, I . #9 STA , 23+93 , 42 ~ , t,' ~ ~ ,
Point of Connection. Plug shall be Placed in the Outlet Connection BY OTHERS) ~ ~ ~ ~ ~ ~l Z ~ " °
and Secured with Steel Cable. Plug shall Remain in Place until S' ~ ` , ' ~ ? n w ~1 ~ i~r ~ ~ t tr ~ (A ''f,- W
Acceptance of Lines by OWASA. Before any Construction is to ~ - 2 0
begin on the Site, Contractor shall Protect all Existing OWASA Sewer SSMH ToP•45s. rr((~. 0 ~ ~~r t t: ~ W ~ ~ ~ SSMH TOP 456.97 5'( ~ ,x' c7
Manholes with Iron Fence Posts and Orange Tree Protection Fencing. INV IN(1) •45~ INV IN(1 )•453 0~~ ~ ~ ~ ~ _I~ ,.,r > r ~ w 8 it ~ ~ ~ , ~ , . ~ ~ PROS. 20 SANITARY INV IN(2? 4.55
Water Stone Dirt or an other Debris Shall Not be Allowed to Ent r !A INV IN(z) •4~ ~ ~ ~ y e ~ INV IN(~~Y`45e f ~ ~s ~ ~ Q INV IN(~-Y`452,83 ~~f~ ~ ~ o r, r~< SEWE EASEMENT a
the OWASA Sanitary Sewer System during Flushing Operations or at ~ INV g~T•45z. Irvv gu-r a52.2a ss , ~ , ~ EC SERVIC ~ a w ~ ~ ~ _ _ _ ti
any Other Time. Construction Taking Place in the Vicinity of any Existing ~ / ~ ~ ~ ~ ~ ~ C'J C7 J J ~ w ~O SEWER ~ ~ s o °F ~ ~ ,r n Z Ul Y ~ ~ F-
OWASA Sewer Lines or Manholes shall not Cause any Inflow of Surface w t r, ~ ~ ~ ~ 1~ ~ ~ n',r, ~ ? ? U Q c.~ w
Water or Debris to Enter the OWASA Sanitary Sewer S stem. Existin „ y g 4 CLAY(1) ~ ? a~-,~~
OWASA Manholes Located in Construction Sites are to be kept Clear and -ss a ~ x ~ : ~
Accessible to OWASA Personnel at all Times. The Contractor shall be EX . ASA MH #35 - G3 - 005 1 D ~ ~ PROP. 30 SANITARY x, ~ ~ ~ ~
Responsible for any Damages Incurred to the OWASA Sanitary Sewer ;_a~ ~ _ SEWER EASEMENT r~
System and any Fines Imposed by the State of North Carolina Division ~ i ~ ~ i"~
of Water Quality due to Sewer Spills or Overflows. N CO ATE HED _ y, _ ~ NTRA T R T OC S , CO C 0 0 REL ~
OUT OUTSIDE EASEMENT PROIR TO ~
CLE E _ CLEARING ACTIVITI S ~ . ,
W
A~. MH. #8 STA. 22+74,77 ~ ~ _ o ? _ CD"~ ~ , 4
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SEISMIC E~OCITY PROFILE OTE: 0Z
~ Z
2500 fe r seco or less can- ica excavat without blasti . pe P gY n9 ~L' 0
if:~~ GRAPHIC SCALES ~ ~
4300 fe per seco d (fps) or greater a ticpate b asting or other me ns of #ra ring prio o ezcav tng. V III CARO ? II'''/
See ndiz A of S ii~cat' s for d ail Seismi nvesti ion. ~P p~ 9 4~ B 20 4~ ~
0 .''ESS/~~ • DATE
°c ~ o o v a`ro•4n ~ OF ~ 9 404 ~ ti.~': ' .Q
m ~ o ~ ~ ~ HORIZ. < 1 INCH = 4~ FT, _ ~ SEAL _ PROJECT NO " 70936
a - 023965
~o Q Z ~ Z ~ Z Z 1~ 0 5 1~ ';Fj~ FILENAME
00 3~ ~
00 ~ ~ Z ~ Z _Z Z ~ - ~ - ~//11111111111~~\ SHEET NO ERT,= 1 INCH - 8 FTo 5 OF10
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NOTES: t~ R G
~ 1 ~ ~ Z ~ j i/ / V!
1. CONTRACTOR SHALL RESTORE THE FLOWLINE OF THE DRIVEWAY DITCHES AT STA.14+00 AND STA.17+75 +l-WITH CLASS A RIP RAP, ~ t ` \ V I
2, CONTRACTOR SHALL MAINTAIN FLOWLINE AND RESTORE DRAINAGE SWALE AT STA. 20+60+1-. ~ \ ~ /
3. TREES WITHIN ROW TO BE REMOVED AS NEEDED, UNLESS INDICATED AS PROTECTED W! TREE PROTECTION FENCE. ~O, t,` \ \ ,
4. TREES WITHIN SEWER EASEMENT TO BE REMOVED AS NEEDED. 1, ~ TIE-IN
5. CONTRACTOR TO RESTORE TOPOGRAPHY TO ORIGINAL GRADE FOLLOWING CONSTRUCTION. ~ ~ EXISTING WET WELL ~ V ~ ~ ELEV. 453.64 ~ cn ~ •
6. CONTRACTOR TO INSTALL JUTE MATTING ANDIOR SEED AND MULCH DISTURBED s, h )t ~ ~ ~ Ul Z s
TEMPORARY S EAM CROSSING \ ~ J ~
AREA IMMEDIATELY FOLLOWING BACKFILLING TRENCH. TEMF SEEI r 1 SEE DETAIL SHE T D-2 ti . , t•, ~ >
i / Ul ~ ~ ~ Z 3 W r ' ~
J H
' i'" ~ > \ W
V J (r Q
MH ak 4 9 .1 Z m STA 23+93.42 r~ ` ~ , ,
L~ C'
' RES'f~RE';TRE,~IANNEL p
~ ~ ' -C2 ~ FOL~lhOWIN~ C(fjdSTRUCTION N Z ' ~ BUSING CLASS A~tlp RAP 1
~ ~ r:
i ~ ( 11
Jd"4 ~ ~ - ~ m o ..G
f 111 itit~'~n%'.~'? u . ~'7 BHA~L! a' ~ w i ~~np~ \ W U m cn CS ~ - 'y. ~ Z w
f~~= j. _ft
/ 1 ' TREE aROTE~TION NCE ~ ~ r ~ ~ WWg SEE DETAIL SHEET D- ~ a ~
TEMPORAA ~.~.,,1 TEMPORARY STREAM CROSSING , \ /
y„ A,i / SEEDETAII :~v~ SEE DETAIL SHEET D-2 ~ 0 N 0 ~ t J
OWASA MH # 35-G3~005 > ~ ~ LLl r- k ~ ~ U ~ Z Cn UJ E ~ ~ cz~
0 ~ ~ b ~ i C7 C7 J J ~ ~ Q~ r'~ nU1a ~
r'r~ r ~ Z (A Y d ~ ~
STA. 22+74.77 ~ ~ ~ `~`'l, 4'
9'4 ~ / / 'Q
% ~ ,C ~ , _ _
y.. ~ ~ ~ ~
~ SILT FENCE _ _ (1 ~t1
SEE DETAIL SHEET D-2 ~ ~
i , - ~
~ ~ V DENSE TREE GROWTH ~ --~i'~ „
~ i X 1
NG # ` ~ ~ - ~ - ~ W
E' ' 1
~ ~ ~ 1 ' ~Z i ~ . ~ ~
~o I` 'z
; s~i {
~ L ~ ~ ~
m.:~.- ~4 TEMPORARY STREAM CROSSING , \ `1, SEE DETAIL SHEET D-2 r
z 'l ~ i X17 i
1 A 2~+14 01 ~r
. , . ~ rEwwoRARY coNSTRUCnoN A 1 ~ `EASEAENT ROCK CHECK D M ~,-,rr < \ 1 p + `7`
SEE OETAILSHEET D-~ ~ ti ~ ~ I 1
PROTECT . ~ THIS AREA ~ ~ ~ Z n f ~ ;
L; E TQ~•462. 1 INSTA •1 1
1;',, ~ ~ ` \V . ~G' t ' R • 4 ~ IMM LL JUTE MgTI'ING `f,~ w: ,r-, ~ , - ~41T~1Y F~OHANG , _ / v, - - TRENCH BACKFILLI ~
N ~.MH2 " , 7 ~ ~ _ • _ fi ~ 1 ~ ~
.'MH3 r~ STA.13+gA96 y 1} ~ - _ - ~ a J_- STA.'14±31.64 _ MH1 _ i,
t r"_ ~ll - ~ , S`PR12+2Q.85 ~ _ _ _ - ~MMED ~NST ~;`tr ~ s
, - _ u ~,Y.~ _ ~ , _ _ TELYFO TEA41 . - ~ ~ too fiN - - ~ vF,
OWASA MH # 35-G4-OA~ f ~ < ~ - - ~ -~-r` ~ ~ ~ ~ ~ ~ ~ ~ WING ~ G _ _ v- ~ r ~ ~ 8' x 10' TYPE A SEDIMENT TRAPS ~ a
- - jyc 1 .~4~. A ~~J L AF= SEE DETAIL SHEET D-2 , . ~ . W(17
r ! ' - , 4 I ; . ~ . ~ ~ - ' z'. y ~ - ~ _
, ~ - - cu+ss A d~ ~ ~ ~ ~ - - _ - PZN \ ~ = UPS 4~~
_ - - ' ;~;~d ~~~GP°446.?`' INSTALL RA ' •1 _ ' ~ N DI CH lR ~ - ~ - ~1~ ~~~~L.-, WITH , Ay \ - _...-;,~~s 'N`GY
_ - ~ _ r ! h: e` MH •R~ g1. - _ ~ ;
T C' - 4~ ~ I M.a ~ mot`` _ h _ - _ . _ ~ ~ i l Z ate' ~ . \ _ 1 STA _ _ ~ ~1P
1 t y~ \ ~ ~ / ' ~ i 5. _,....a
~i. - ~ y,m ~ ?~vl.} ~ CAL Q^~ ~ - ~ . k>~ ~ , ~ ~ ii . _
~ - ~ - ~MH4 ~ _ = _ L ~ - 9+74.21 Z
~ ~ , ~ ~ & ~ ~ _ . _ ~ L ~ ~ . ~ _ ~ i ~ _ _ ~ , _ .
R _ . _a
v i l- l mil L. 1 \`I l ~ i " . . , ) ~~~~~Y(( ~-_1~~ i.~ n. . ,
~ ` -.....tee,.. $a ~ .~k~ - ~ .k,.~" ~ ~ ~ _ J cn i ' - ~r 1 ~ _ ) _ . -C-_..~,~ f .1 +
1` NO TREE CLEARING THIS AREA ~ 4 ` _ I~ _ ~ ~ ~ t - - _d-~•.~ ~ fY _
t TEMP. CONSTRUCTION ESMT k ~ ~ ..r ~ -~-'r
' ~ ~ ~ ro ,,,a ~ V
3 OWASA MH # 35-G4-001 , s i ~ ~;iJ ~ = 45's , 75 ~ ~ ~
STA 10+99.72 ~ OJW 0 . N 0
i Z = V ct Q Q a
~ ~ v~i = w oc W Z a
W~ 0 ~ a
Q 0 v, V
~ C~ 25' x 15' TYPE A SEDIMENT TRAP ~ " 0H \ ~ ~
OWASA MH # 35-H4-002 ~ ~ ` SEE DETAIL SHEET D-2 W = WZ
STA. 10+00 ~ c~ t t e r° ~ b Z DC
t i 0
i t' ! 1 Z
0
s 1 ~ k ~ 1
~ ~ ~ 1 - 1 K
~ ~ C ~ 4 ; G DATE
t D ~ ~ - CAR ~ I ~N 604
~ ~ 1 i 1 V7 ~ l ~ ' ~.~Q ~ PROJECT NO
m~ ~ t m~ \ Q 9f•: 70936
GRAPHIC SCALE - ~ SEAL =
CN ~O N = 023965 FILENAME CE,DGN 40 8 2m 4~ ; ~ '~;F
~O 9 '~N~I NE~~ ~ ~ SHEET NO
0 C t1 ~r
O aQ W, M 1 INCH 4m FT. ~~niiiii~~ DRAWING NO
U~ ~O ~N
M~ Or r~
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MANHOLE COYER & RING SEE DETAIL 283,01 i 4'-0" DlA F ~ _ 4'-0" DlA 4'-0" DIA J ~ ~
Bx8xl6 SOLID CONCRETE BLOCK
y y (n (n ~ CENTER W/RISER MIN. 8" CLEAR C~ ?
STREET APPLICATION y W y WALL 14 EACH) BETWEEN EXISTING PIPE AND PROPOSED
~L y y STONE
I i v Y V W V D EXISTING SANITARY , SEWER PIPE 12" THICK No. 5T STONE
v v ~ v 12" FROM TOP OF i COVER TO GRADE ALLOW I'-0° BEYOND RISER STRUCTURE DIMESION FOR
~f' y 'a ,a. ~N SEE SPECS FOR CONCRETE BASE FOUNDATION
~ FIELD & WOODS SEE DETAIL 282.06 M NH RING ANO FOR A OLE ~ APPLICATION ~ ~ (n Z H i~_ IMPROVEMENT ~ Z O WHEN NEEDED BASE ISOMETRIC VIEW Q H
COVER GRADE ADJUSTMENT ~ _ _ nJn N
1~ I i i I LL I--I I W
~ y ;24' DIA i ~ ' ~ 4'-0" DIA PLACE /z' GROUT BETWEEN 4'-0" DIA I 4'-O' DIA Z 3 ~ Q W
~ ADM ~ MANHO E CASTING AND ` pq~Tc ~ GRADELADJUSTMENT OR FRAME J H ~ ~
L a W 6q~ o n3 Iz 8, SEE DETAIL 282.06 kpl . ' ' • °P W ~ J ~
l~ m. y `Y a ' ~ l/ SET DOGHOUSE BASE ~ ~ ' ,D ~ Q , _
N USE ECCENTRIC CONE NOTE 4 r ~ ~ ON CONCRETE BLOCKS ~ Z NOTE 4
y DOGHOUSE OPENING SHALL p Q ~ ~ 6' BE PREFORMED BY ° ~ °
4' DIA. UNDER lo' DEPTH ALL JOINTS WILL HAVE MASTIC ~ -x ~ MANUFACTURER OR ~ p
~ 5' DIA, OVER 10' DEPTH ~ JOINT SEALER & BE PARGED ' INSIDE & OUT WITH MORTAR r SAW CUT TO FIT PIPE ~ ~ ~ , SEE PLANS FOR N Z PLAN VIEWS OUTSIDE DIAMATER PROPOSED INVERT(S) W r ~
~ i ~z`.~"" INFI-SHIELD EXTERNAL SEALING PLUS 6". ~ ~ ~ ~ LOCATION & ELEVATION ~ ~ ~ D - t0 N
s _ . SYSTEM ON ALL BURIED JOINTS - ~ '71-:5. - ~ ~n~q .~~o ~ ~ N o
f. ~ ~ F ~U~ > W w
~ ~ % % (ND ~~T ti ~ \ / / i ~ ~ ~ i TNq MgTeq~ ~ "3 ~ s' o.c. 'y z ~ °~r RISER ISOMETRI z C UIEW =
` ~ N 2'ERIgKFI~ ~ . . I ~ ~ ` ~ 6x6 WI,4XWI,4 WELDED NOTE I U (7 ~ ~
~ ~ ~ ~gRMgT ~ ~ D D~~ ~ ~ D ~ WIRE FABRIC NOTE 4 « 6~ OFR FRIq ` s ' ~ WWO ~ F- J N ~ s
IN, SLOPE OF CHANNEL ~ ' INFI-SHIELD EXTERNAL SEALING O J
TOp THRU MANHOLE _ SYSTEM ON ALL BURIED JOINTS ~F P 0,10' FALL UNLESS pN ~
Ip D F SHOWN OTHERWISE _ ~ . Z Np ~ ON PLANS, "..A- _ , ~ ~ ' " ~ d r ~ (n ~ ~ ~ _ _ ~ tt L7 J J ~ w p W Z ~
pIP FIpF ~ g _ _ i F `;i IP & TON X _ _ ~ fi, ~ 0 ~ p z cn Y n_ ~
0 ZF ~ Ig lip F MI a SEE NOTES 2 and 5 ALLOW CONCRETE FILL DOGHOUSE OPENING p~ 2 p? U Q O w TO FLOW A MIN. AROUND EXISTING PIPE ~ ~ 4.
'O, 12~ fE NTO N, 6, ~ oEp oTEMlpp gF~ m e3 ~ a. ~ I S O M E 1 I'-0' BEYOND BASE WITH 3,000 PSI CONCRETE ISOMETRIC VIEW OF STRUCTURE
Np TN 2i DINT 4W T U Fg I gRIE Op CONTRACTOR TO APPLY
°~as ~ NOTESo WATER PROOFING
N O T E S a 2 SFf; SET MANHOLE IN 12' °57 STONE. I. Concrete benches should be no I SEALANT AT JOINT should be no lower than the pipe spring line elevation
I. Foundation stone shall be required when soil conditions are unsuitable. at manhole wall, 2. An additional I inch depth of cushioning material will be required for each FORMED coNCRETE INVERT 2. Service line entries to have cos 8' MIN. CAST-IN t0 hCVe COSt In pOCe trOUghS. PLACE BASE
additionel2 feet of trench depth in excess of 16 feet up to a maximum of SEE DETAIL 262.02 -SEE SPECS FoR FouNDATioN 3. Radius of invert must have enaL )st have enough room to be able to insert air plugs FOUNDATION SECTION VIEW
12 1nCheS Of CUShlCning mCteri0l. IMPROVEMENT WHEN NEEDED Ond TV egUlpment.
""d ORANGE WATER AND SEWER AUTHORITY F~ q~q,b ~ ORANGE WATER AND SEWER AUTHORITY F~ ; ro ORANGE WATT RANGE WATER AND SEWER AUTHORTf Y F~ ~ ~ ORANGE WATER AND SEWER AUTHORITY FAX (9t9) 968-M6~
OWASA NC Y1510.0.166 U88 wn11 1}18 ow,lex BTMIRIRD sraeoncelwNe owx www.omn.oe( OWASA Crn6ero, NC 27510.0266 use lvna 18E ow.ren arxNalm BP&9~iGnONB ONLY """'°""LOe~ OWASA ne 27510-0.166 UBB 1mi, 188 UBB NR8 r>$ OWA61 BT,UNOAw 6lHCa7GTI0N8 OM8 """•0"~0„ OWASA ~bo~v. NC ~ t~ OW.1BA BTANOARII 6eE(9rtGnONe ONLY www.owr,.ay
SANITARY SEWER Nm7o~9aele ~ of STANDARD ECCENTRIC nor a za o1 STANDARD SEW BGI.& DEfM. • BCAIFi D6d1L • W ?ARD SEWER IlWERT N~T° ~2.0~ PRECAST CONCRETE NaTo s~ ~as..oe
BEDDING DETAIL ~ 5°^°° MANHOLE DETAIL ~ ~ea^°° PLANS FOR P 9inoe 1977 A~ 11.2002 ~ 1 1 Bose 1977 A.yuu13,2002 1 et _ Boee 1977 NS FOR MANHOLE ~ ~ DOGHOUSE MANHOLE ~
F
30'
---i ~ /2' 15' 15'
0 f4) I" DIA. ANCHOR BOLT. ~ Z i
ALL JOINTS WILL HAVE MASTIC HOLES EQUALLY SPACED. ~ eJOINT SEALER & BE PARGED BOLT FRAME TO CONE SECTION. ~
T WT MORTAR ~ ~q' _ INSIDE & OU I H A A (21 TYPE ONE PICKSLOTS ~ I
~ p - p , I MANHOLE ~
SEE owasA srD. y ~ D ~ D PICKHOLE DETAIL DETAIL 282.01 ~I D I, ~ ~ D ° - C~~k ,
FOR CONSTRUCTION { ~ A`~% ~ w I CONTINUATION f l- ? i 12 w iw 3 i z PIPE
E ~ p ~ `-b - ~ ° ~ ° - INFI-SHIELD EXTERNAL SEALING sli
z ~ ~ C-. ~ , ` SYSTEM ON ALL BURIED JOINTS A ~ ~ ~ RIGID P CROSSING OVER 0~~~ a w 1PE IZ° ~ i w FLEXIBLE OR BRITTLE PIPE BELOW
'a D ° '3 @ 8' O.C. 1~ ~ vwi ~ a , a 8 6 wi z ~
D ~ D ~ D s. 6x6 WL4xWl.4 WELDED ~ QNITq ' iQ W w
D WIRE FABRIC ~ ~ .c ' d D. p
' ° ° FRAME TOP TYPICAL S -YPICAL SEWER EASEMENT o p
0 0 0~ - ~ ' D ~ D p ~ , 14) ' DIA, PERFORMANCE AT ~ ° SADDLE TO 8E I"
° 25 /1 ~ ~ p, } , ~ p , p , • EACH COMPASS POINT TO BE ~ ~b ~ D 23 PROVIDED IN COVERS FOR ~ ~ NOTES o ° ° COMPRESSIBLE JOINT ~ MATERIAL ° D
p p' ~ p ~ • ~ 22' to 22 ~/q' SEWER EASEMENTS ONLY D D D
° ° ~ ° - C V R FACE I• Center sewer line & manholes witl CUT AND REMOVE TOP O E manholes with in sewer easement. D D ~ CLEARANCE D D ° ° D ° BETWEEN PIPE _ Q ~ , • ~ ~ ~ ~ , • ~ , ~ ~ 6" MIN. / 18' MAX. 7
HALF OF PIPE AFTER ~ ' FORMED CONCRETE
INVERT AND SHELF e ~ " HAVE BEEN FORMED o.' a p ~ - 23'/x' 10' I 15' D ~ i~~ D D, D PIER O D D D D D T
q a.• ~ ~ a ~ a ~ a *51 STONE DUMPED f.. Q
o" a a . n 24 ~q' to 25' e ~ ~ a w ~ , , , , LOOSE AND SHOVEL ~ ~ J
° a ° ~z 33' to 33 ~/q' 4' o a ~a i D D D / ~ i SLICED IN oa , ~ , ~~FIRM UNDISTURBED Q„ Q
a , . %q' ~ ~ n a ~ to o ~o ~ ~ i SUBGRADE BELOW DC ~ PIER W
a o' FRAME SECTION A-A COVER SECTION B-B 'I MANHOLE i 3 ~ O
i, W ~ N N Q Z
23 ~/2u i J 0
FORMED INVERT TO ALLOW w I ~ i 12' 6' CL. PIPE SIZE 6' CL. 12' ~ W w w Z = ~ H
FLOW TO EX. PIPE Z J ~ Z z ~ ~ 12' MAX. O•D• 12" MAX. Q V
Z wJ ~ W I Q' W a a ~ ~ ~ r N
ISOMETRICS ~Z INVERT SECTION VIEW ~ ~Q z ~ a i ~ OC W ~ OC cnz w ~ w W 0~ N a z ~ ~ Q a a a
a L= a w OU 3 VULCAN US FOUNDRY CAPITOL FOUNDRY Ov 3 in w
APPROVED MODELS V-1384 USF-669 MH-2001 ~ 10' MIN IS` i ~ W Q
COVER WEIGHT 135 Lbs. 125 Lbs. 120 Lbs. ~ NQTESo FRAME WEIGHT 180 Lbs. 190 Lbs. 190 Lbs. ao' MIN W = V
I. AIIServlce ICteroS into mOnhCle tC be Core drilled and b00ted. LOAD RATING HEAVY DUTY HEAVY DUTY HEAVY DUTY TYPICAL COP PICAL COMBINED EASEMENT Z
2. MCXImUm depth 4' dia. manhole = 10' (see SpOCIfICOtI0nS1. MATERIAL ASTM A 48 ASTM A 48 ASTM A 48 0
for de th re0ter thCn 10', CLASS 30 CLASS 30 CLASS 30 USE 5' dlo. monhole p g FINISH UNCOATED UNCOATED UNCOATED COVER BACK z
0
o° ~ ~ ORANGE WATER AND SEWER AUTHORITY R~ ; ~ "°tl ORANGE WATER AND SEWER AUTHORITY F~ ; ro ~ ~ '~id ORANGE WATE ZANGE WATER AND SEWER AUTHORI'T'Y Fu~c ; 9; ~ ~ a~ "°'d ORANGE WATER AND SEWER AUTHORITY FAX (919) 96B-M64 rye Frm THE OWABA BTANDAID ePE(94GTION6 ola,Y """'0"M'01~ OWASA r"'~°`°' Nc slsto-o366 ues wrrs n~ owna~ ernNUean arsco~GnoNa ONLY ~..t
OWASA ~°'°•NC 27s1o.0266 use w11e 78E ownsl sr~rmeso seec~lcllwrre or¢7 """•0W~D10 OWASA Gedao, NC 27010-0366 use wrtn 7~ oAea1 Bl',Nm~eBn uaca7cnwNS oN1.7 """~0"'~'010 OWA$A C.ehoro.xe 27510-0366 rise F7n1 18E PRECAST CONCRETE No<re~Bde i8 oe SANITARY SEWER MANHOLE NaT ~e is of TYPICAL Sl 'YPICAL SEWER NaT ~ z TYPICAL PIPELINE NaTo~Bade 28 0'7 n
1 NEVfBION OATH ~ ~a SUPPORT DETAIL
DOGHOUSE MANHOLE °~e ~ ; >~~2 `2 ~8•noe 1B 9717 FRAME and COVER ~;q,~ 1~af ~ ~ EASEMENTS - - - iEMENTS DETAIL A~,~, ~ 1 ~ 1 ~ 1977 r~ ~ 1 d 1 a - ~ DATE ~ aoa
D N IIIIIIIII ~i` ~ ~
0) d m ~ PROJECT NO S~ CARS 70936
L i!1 V1 - C~ ''ESS/~' 1'q'.
~O am ~O r'pF Oi~,~,. FILENAME a~ 9<•; dl.dgn
O 0 - SEAL = _ = SHEET NO
i 023965 7 OF 10
0 Q P U~ ;~q '',NG~ ti~.~ ~v~'; N , ~ DRAWING NO
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O~ ti~ W. M~1~~~~
QO

m ~ cv m
e ~ N ~
~ ~ ~
L~ J ~ ~
Q ~
Y ~ ~ _
TOP OF STEEL ENCASEMENT PIPE eiw J J U eiw
RIGHT OF WAY - N RIGHT OF WAY -NOTE 2 (n ~ ~
~ \ 5' MIN. ~ ~ ~
I SHOULDER PAVED ROAD WII PAVED ROAD WIDTH SHOULDER ~
/ / w il4 ~ J ~ x J~ F
vL J ~ ~ U~ 1 11 ASPHALT i 2' 3' J
M Z LL COMPACTED BACKFILL ~ o \i ~
(SEE NOTED w o ~ - - I I-III _I ~ I I-~ I I_• ~ i _ _
z z ROAD BED „ I Z Zp I== _111=1111,.1' Q H
5 ~ m P~ z w 12' MIN. / Q~ ~ 'o STE Z w li III_ __III_III~, J srEEL caswc PIPE ~ , I-lll-_ _ _ - -III VIII- ~ ~
~ N ~ SEE SEE CHART BELOW iv o -l~~ ~i ~~1~~~~~~- - (n W
Q~ ~ Z 3 ~ Q W
GRAVEL BEDDING J H 0_ CARRIER PIPE 5' MIN. 36" OR FILTER FABRIC LLJ
CAR ~ APS MODEL AC PULL-ON END SEAL SLIF SLIP JOINT DIP 'BEYOND MIN. J ~
UNDISTURBED EXISTING OR APPROVED EQUAL SOIL F/L OF Q PIPE suPPaRT AssEMBLY DITCH TEMPORARY STREAM CROSSING z
IB' JT DIP PIPE PIPE SEE SEE DETAIL ~ L4 W 0'
' I .ti
CARRIER PIPE C E CASING ~ PIPE N 0
RAILRO NOMINAL OUTSIDE OUTSIDE RAILROAD HIGHWAY Z SIDE OUTSIDE WALL OUTSIDE WALL
N 5 DIAMETER DIAMETER DIAMETER TI :TER DIAMETER THICKNESS DIAMETER THICKNESS ~ ~
SELECT BACKFILL 6" & UNDER 6,90' 12 ~4' 0' 12y 0.188" 123/ 0.250" ~ ~ N /4 /4 ON o w
ISEE NOTED ~4' DIAMETER STAINLESS STEEL OR GALVANIZED BOLTS 8" 9.05' 16' 5' 16' 0.250' 16" 0.250" W Z ~ w
10' IL10° 20" A5 • -PIPE SUPPORT ASSEMBLY 12' 13,20" 24" i° 20' 0.281 20 0.250' ~ _ w
14' 15.30" 28" 0" 24" 0.344' 24" 0.250' Z = ~ TREE PROTECTION FENCING w~,~ 0" 28" 0.406' 28" 0.312 U W O ~
16" 17.40' 30" 0' 30" 0.406" 30" 0.312" TEMPORARY MESH SIZE N ~
12" 12" ~ 20" 21.60" 42" 4 „ 42" 0 312, POST 3" MAX. X 3" MAX, ~ ~ 0" 2 0.563' ~ Q ~ J
24" 25.80' 42" f0' 42" 0.563" 42" 0.312" a ~ ~ _
.DIMENSIONS ARE WITHOUT COA w E WITHOUT COATINGS ~ u.l ~ ~ J ~ ~ " OWZ ~ _
•5 or "57 STONE WALL THICKNESS PER PLANS ?C]C]CIOOCIC]C1C]CiC]C]OC]C]ClC]C7C]C10C]C7C]? Z (n Y Q_ r ~
NOTESe ooooaooooo0000000000000000 0~= o: w z o_ o ?oooooooaooooo00000000000? ~rnD. o o ~ Q Lbw
UNDISTURBED EXISTING ?ooooo0000000000000000000? jackin9• o000000000000000000000000?
RocK I. Installation by dry bore & jacking. 2. Bore to run from Right-of-Way to Rigl if-Way to Right-of-Way unless approved 00000000000000000000000000 3`IN. ooooooaooooo0000000000000?
otherwise by OWASA. TYPICAL IB' 3. Grease encasement pipe as required f~ ~s required far ease of installation. ?ooooo0000000000000000000?
JOINT PIPE 4. Steel pipe to be 35,000 psi min. yield str ;imin,yield strength, grade B. ?ooooo0000000000000000000?
APS MODEL AC PULL-ON END SEAL 5. All eXpOSed metal f0 be Coated Wlth epC aced with epoxy or asphaltic material. ?ooooo0000000000000000000?
NQTESo oR aPPRavEO EDUaL 6. Skids to be installed, manufactured by afactured by ITT Grinnell, Charlotte, N.C. / Spider o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0? APS casing spacers by AdvancE~d Products ? 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0?
I. See specification section 02210 Trenching, Backfilling, and Compaction of Utilities Manufacturing, Durham, N.C. / APS casing for backfill and compaction requirements. Systems Inc, Lafayette, LA. / or approv V or approved equal.
E WATER AND SEWER AUTHORITY F~ ~i lo' MAX.
F"" ORANGE WATER AND SEWER AUTHORITY F~'~' F'°o Rod ORANGE WATER AND SEWER AUTHORITY F~ iii 4 ~ ~ ORANGE WATER AN. ~ ~ Wf1H THB OWA&1 B7ANMB~ BPHfIIRG710N8 OPII.Y
OWASA ~6ob,NC zislo-oa66 use wml iH8 oA~e+ ar~Nnuo BPF.Ce7G77IXiB max •^'•.°"••.~e OWASA r.~6«n,NC nslo-0266 ua8 was 7716 ow,~as eraNOeeo seeto~ennNS oNLY OWASA a„6o.o,NC 27sw.o266 Use a7M 7716 aW.u+ g e~vE A LANDSCAPE PROTECTION SUPERVISOR WHO IS REGISTERED W DETAIL for BORE NwTo 29~.oi WITH THE TOWN OF CHAPEL HILL WILL BE PRESENT ON SITE A
f NaT ~ o~ TYPICAL DETAIL, for BORE Nam , 29 of TYPICAL DETAIL, fa DETAIL o ~h ROCK EXCAVATION 18~ UNDER PAVED ROADS /HIGHWAYS ~ 2~3 ~ ''2 ~ UNDER PAVED ROADS //uuii eevieioN o~n ~r ALL TIMES WHEN THE FOLLOWING ACTIVITES ARE TAKING D ROADS /~uGHWAYS ~,r,ao.ma ~ d? PLACE: CLEARING, GRUBBING, EXCAVATION, GRADING, 'l
Rica - - TRENCHING, MOVING OF SOIL, INSTALLATION AND REMOVAL OF r
TREE PROTECTION FENCING, AND THE DELIVERY, ,~t ~r TRANSPORTING AND PLACEMENT OF CONSTRUCTIN MATERIALS ; 'V
AND EQUIPMENT ~ ~ ° ~ ~ 11111111/
_ T ~ BAR A PRE CONSTRUCTION CONFERENCE WILL 8E HELD WI ~ H THE O~~ i,~
PROJECT'S LANDSCAPE PROTECTION SUPERVISOR AND THE 0~,,• ~r i,
TOWN'S URBAN FORESTRY OFFICER BEFORE ANY SITE WORK ~ ~ESS~O 9 BEGINS. ~ ~ ~0 ~q
_ ~ a q~ ; SE
ANY TREE ROOTS EXPOSED BY CONSTRUCTION WILL BE - 023965 - SEVERED CLEANLY WITH A PRUNING TOOL
' .I~
THE SOIL WITHIN THE CRITICAL ROOT ZONES OF THE EXISTING 9 •.N~~ N~~G,• TREES WILL NOT BE DRIVEN UPON OR OTHERWISE DISTURBED ~i,~ G~`~~`
DURING THE INSTALLATION OF LANDSCAPE PLANTS. Rr w.
~innn~~~ H
Uetalls Provided Dy APPIAN Consulting Engineers
INSTALL WIRE Q
4' MAX. SPACI~ BACK ENTIRE FILTER FABRIC FENCE
BACKFILL MIN S"
RIPRAP TO BE PLACED ON STREAM BANK. Bp~~ THICK LAYER OF GRAVEL W STEEL FENCE POST STEEL
DUANTITY AND SIZE AS P OF ~ 14' FENCE POST
APPROVED BY ENGINEER TO ~ ~ Ii
~ y ~ L - - i-~ ~ I- -III-~ ~ i-
~ ~ ~ ~ ~ ~ ~ =1 I I-1 I I-1 I I-1 I I- . I-1 III-1 I I=11 =1 11=1 I I--~ ~--t-~ I I=1 11=1 11=1 11=1 11= ~=I 11= =1 11=III=
1=1 11=l 11=1 I I-1 III-1 III-1
~ ~ o .I 11=1 11=1 11=1 11=1 11=1 =i I I =1 11=1 I, =1 I I-III I I 1=1 11- =1
o° ~ WqT owo° ° ~ ER w = - _ = I-111=111=111=III-III 1=111-111= B' J = _ - _ _ . a I-III-III-III II _ _ _ _ I_III-II. _III_ TER --_-_===-=1 1=III=III- V-TRENCH ~z
E _I ~ I-I ~ I-III-III-I ~ I-III-III-III-I ~ I ~ I I_- -III-III-I I ~-III-I I ~ I-III-l I I=1 I IJ I LI I I=1 I I=1 I I=1 I LI I I-I I I I IJ I LI 0 F~aT 1=111=111=111=111= 0 -
~ON =III=III=III=III=11 = H COMPACTED FILL Q
~ H ~ / t/1 J
- ~ - Q - .i d Q
i ~ < W
~ , ~1 ~1_ ~ ~ W ~ O 3 ~ H
oo-do~b boo 00 - , ~ o~ a~ooo~ .v ~ W ~ ~ N N Z
i J 0 0
D CLEAAAI O W CLEARANCE FROM Z = N ~
CONSTRUCTION SPECIFICATIONS 2: I SLOPE, GRAVEL FILTER ~ ~ TDPEOF STREAM BED TO Q Q V ~ TOP OF ENCASEMENT N
o~ ~ SHALL I ~ SHALL 8E: aI W G. CC
p ~ A MINIMi L CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE A MINIMUM OF I'-0" ® EXTENSION OFFABRICANDVJIRE ~ INSTALL WIRE BACK W ~ INTO THE TRENCH ENTIRE FENCE ~ N
WIRE MESH WITH 1/2-INCH OPENING OVER ALL CONCRETE ENCASEMENT TO EXTEND ~ . WIRE SCREEN I PLACE. FROM TOP OF STREAM BANK ~ Q O Z LL
BLOCK OPENING TO HOLD GRAVEL N TEMPORARY SEDIMENT TO TOP OF STREAM BANK POOL (SEE SHEET 2 of 2 THIS DETAILI , - FILTER FABRIC ~ 0 ~ STEEL FENCE POST V
2, USE CLEAN GRAVEL,3/4-TO I/2-INCH IN ~l DIAMETER, PLACED 2 INCHES BELOW THE TOP SFyyE ~f I~=11~-- W =
OF THE BLOCK ON A 2a I SLOPE OR FLATTER AND ISOMETRIC PR~r=ALE R Mq sFw ; I I 1=1 11=I i I__ ~ ER - - - - - ~ oc M ~-III-III-III I I I- ~ ~-I I I aIN ZO
SMOOTH IT TO AN EVEN GRADE. DOT °57 WASHED IN STONE IS RECOMMENDED 16" .III-III-I I I_I I I-III -I I I_ I- -I I
2' 1=1 11=1 I I-1 11= i- =1 I I-1 I I- Z I I I_i - I-~ ~ 1= =1 11= 0
- l f-1 I I I 11=
l l=III-1 ~ B' I -1_ 11= 4' -
=111=1 I I I I I~ 11=III=1 I I-11 I=11 I-1 I I~ -III-III I I=I 11=111=I I II I I I-11 I-111-11 N O T Es a ,I
ll I. CONCRETE TO BE 3,000 PSI.
I I~ 11=1 ~ SEDIMENT 2. ENCASEMENT TO BE USED ONLY WHERE SPECIFIED ON PLANS, ANS. DATE 404
_ ~I- 3. PIPE SHALL BE DUCTILE IRON PIPE. ~ A. FILTER FABRIC TO BE PLACED UNDER RIP-RAP AND KEYED INTO EMBANK .D INTO EMBANKMENT. PROJECT NO
vas 1~9~ ~4n 70936
m d 400 Joaa Feery Rood L N Fo Roy ~ ORANGE WATER AND SEWER AUTHORITY N N Corebav, NC 27510-0.'166 Ube WII71 THe OWAAA Bl'M7)ARD BPECIPIG770N@ ONLY AUTHORITY F~ , anor:~ oM.Y .~..~..«a FILENAME
=o OWASA ~ o~~,. TYPICAL SILT FENCE dl.dgn
ROCK CHECK DAM No<To o SEWER LINE CROSSING m Not To gale 286.08 Rev~oN onto ewer SHEET NO
o BENEATH STREAM BED ' ~ ' 8 OF 10
0 DRAWING NO
a~ UQ ~O
~N M~ o~
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m
B d' N ~
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to %4° ~ ~ C7 J
1 STEEL FENCE POST > Q ~
CAPITOL FOUNDRY I I"
VB-9 BY-PASS VALVE BOX r-~{ N ITEM NUMBER VB-9*S WIRE FENCE ~ ~ _ J J U
MATERIAL COATING S HARDWARE CLOTH OUTLET SECTION Z
PECIFICATION GRAY IRON BITUMEN ~ ~ ~ c~ c~ ?
ASTM A48 J 3~
CLASS 30 g i~4^
I'-4' PLAN VIEW i
PROFILE
FILTER FABRIC ~ z
® TURF APPLICATION FILTER F 1" DI ON GROUND Q ° 0 A. ~ ~
WASHED STONE ~ ~
TOP OF CLEAN-OUT TD BE BETWEEN CLEAN-OUT BOX AND LID o Z 3 ~
4'-6' FROM TOP OF BOX (SET TO FINISH GRADE) ~ ~ . N Q W J
PIPE ~ + - _-Ill ~ o PIPE w ~ > BURY WIRE FENCE w
- o S'~ZE ~ _I ~ d AND HARDWARE CLOTH Q ~
FERNCO COUPLING o z
o (OR APPROVED EOUALI - ~ q W/ STAINLESS STEEL o ~ a~
C.I. FERRULE WITH BRASS PLUG ' ' ' ADJUSTABLE CLAMPS N O
i - 45° BEND OUTLET PLA z N
4' DUCTILE IRON PIPE ' ~ ~ ~ + W I~ ~
, 3000 PSI O.D. of PIPE 2 0' 4 MJ PLUC _ d CONCRETE ~mN 9p~'~,Q~~r~O.r~-~r~4f\„f`r~0. .,re~Q~..(~r~Q~`.~r~Q~ ro[I ~S uu x ~otJ x 7S T A N T o
4' DUCTILE IRON PIPE I, ~ , SERVICE CONNECTION MUST BE ENCASEMENT d~ r~ .~~a.r~.,r~r~0.r~-,.~n0.r~-„r~na~„rQr~Q~,~r~~ d, V ~ w `~`d` cp ~
sERV1cE LATERAL MADE aT THIS POINT.IUSE LONGITUDINAL SECTION TRANSVERSE SECTION CONFIGURATION VARIES TRANSITION GASKET WHEN ~Z ~ q, C Z=~ ~
ATTACHING TO PVC OR C1SP 4' DUCTILE IRON PIPE SERVICE LATERAL.) eb~~ ~ W tL cn
WJQ ~
r' ROMAC INDUSTRIES, INC. CB-4.80(6"-12"1 ~ N Q ~
SEWER SADDLE AT 45" 0 ~j ~ a d ~ ~ in (n ~ ~ _ _
3' ~ ~ ~ O W W C7 C7 J J ~ w
I 4'TAP AT 2 O'CLOCK OR 10 O'CLOCK POSITION. IF GOOSE NECK FITTING IS USED, Z ~ ~ ~ p z cn Y n. ~
PROVIDE APPROVED SUPPORT METHOD ~ w = ~ ° ? ? ~ Q °w nNd v
MAINTAINED 8Y MAINTAINE_D BY
OWASA PROPERTY OWNER NOTES°
NOTESe I. CONCRETE TO 8E 3,000 PSI. 2. ENCASEMENT TO BE USED ONLY WHERE SPECIFIED ON PLANS. END FILTER FABRIC HERE
I. This detail depicts a typical layout. Variations may be approved. SILT FENCE SILT FENCE
ORANGE WATER AND SEWER AUTHORITY F~ ; ~ Po ~ "°'d ORANGE WATER AND SEWER AUTHORITY R~ , OWASA Nc rs~o-o~ ues wrra n~ ow,~a+ sr.~xo eee~auwr~ wax ~.~»••.~t OWASA Cireara' xc 2tno-o3~ use wrrn n~ ow.~s~ eT~xn era~anavs owx ~.o~w.«t 4' MIN.
NatT Bak =~.o~ SEWER LINE CROSSING N«Tu~Bak v
~ry Baeioe 4" SEWER TAP and STUB-OUT „ ~ Bm.ks ~NlBiox nay Bar
~a ~n , ~ , BENEATH STREAM BED _ ~ _
W
F
TOP OF S TOP OF SILT FENCE MUST
BE AT LEA BE AT LEAST 1' ABOVE THE
TOP OF T TOP OF THE WASHED STONE
p0 p00 F-
00 000~~ o OOo 00 OOo 00
00 ~ o0 O ~00 ~
000 00000 00 0 000
Q Q o000
0 00 0 BURY WIRE FENCE, a STEEL FENCE POS
0 0 SET MAX. 2' APART FILTER FABRIC, AND
HARDWARE CLOTH W
Oo0 ° < o a oo ~ IN TRENCH
0 i O op ~ FRONT VIEW -OUTLET
° i
~

~ TRENCH BOX AS PERMUTED ERMIITED p~ Z
+ \ / BY OSHA REGUUT10N5 IONS O 0_
eo ' / ~ = F-
y 4.5 0 ~ i 3 ~a
~ ~ Q
W / ~ z n. Q
d / STEE1 ' ~ y~\' W < W
\ . PIPE 3.5' 3~~ ~ W a' ~
INV.IN 455.84 N~0 Z
SEINER PIPE 0 ~ W
SUPPORT TRENCH BOX f- Z = vs ~
~ IN AREAS OF HARD ROCK Q Q V K ~ _
0 1 ~ W ~ ~ W ~ ~
0 0~ F- 0 Q W Z
BACKFILL WITH PLOWABLE FILL O
AND FORM TROUGH ~ 0 0 Op p 0 W= V
INV. OUT 453.84 0~0
0 0 p0 o~ 000 Oo Zp
u_ 00 ~q,~ GO NOTE: z
O 0 J 0 U 0 0 ALL PORTIONS OF THE EXCAVATIONS SHALL BE MADE SO THAT THE SAFE 0 ~ ~ o
~ w 0 0 Q 0 Q 0 SLOPE OF THE EARTH IS NOT EXCEEDED. THE CONTRACTOR SHALL COMPLY ~ ~Op 0 ~0 ~OpO a
+ 0 0 0 00 00 ~ WITH ALL OSHA REQUIREMENTS AND PROVIDE A COMPETENT PERSON ON 3 0~ 000 Oo SITE TO SUPERVISE EXCAVATION AT ALL TIMES. IT SHALL BE THE RESPONSIBILITY ",,~,1i
m ~ 00 OF THE CONTRACTOR TO PROPERLY AND ADEQUATELY PROTECT ANY PART ; r'~ ~ OUTLET
0 0 0 OF THE EXCAVATION FROM CAVING OR SLIPPING BY THE USE OF SHEETING, D g~ _ 0 0 0 0 0 0 BRACING OR SHORING AS REQUIRED. „o.. U~~~~~ rr DATE ° CAR p'~~,~ b04
D N
and m ~ ' HESS/~~'• ~ PROJECT NO ;'pF C,~; 9 ; ~ : ~ 9 : 70936
LC In N .Q
Cm ~O N M OVERALL PLAN ~ = SEAL - FILENAME ~ = 023965 = dl.dgn
mO O ~ ~
O C LL O ~~'•FN EQ:'~ `r: SHEET NO .~9,~ . CI. NE,. 9 OF 10
O QQ irr IY ~ M1
UD /Q ~N n~ Nriii~iU~~` DRAWING NO
O~ r~
QO D-3
_

_
D
~Ep 2 r 2004
DENR • WATER QUALITY
pS pND STORMVdATER BRASH WETLAH
INDEX
SHEET DRAWING TITLE
1 N0. N0.
1 G-1 COVER SHEET
~ ° 2 G-2 GENERAL NOTES s
o s eor~,°~ r. - ~ b s
•.°oe.°ae tt. ~ Meew`°p° 3 C-1 SITE PLAN ~
~ ~moTa" fa.
$ ny a. 4 C-2 PLAN & PROFILE
5 C~ PLAN & PROFILE
a6 ~ 0.b 4 4eatlovDrook
C ~ 4 S 2~ 6 C-4 EROSION CONTROL PLAN
N
~ ~ ~ ~ ~ 7 D-1 CONSTRUCTION DETAILS
~ s ~ ~ ~ a cmR.r Ra
R 9 8 D-2 CONSTRUCTION DETAILS
d ~ ew.. 3
F k y ~ 9 D-3 CONSTRUCTION DETAILS as
r sR ,x S wuwfn sg R~„r..Rtl. 10 TCP-1 TRAFFIC CONTROL PLAN
p s P Vltlaae Ln Lre ,x~ p .r P Vltlape Ln. Lre
Q N In. C ~p U N In. ~ ~
.a, a u Sa°OY~dtl° l? ~ /7 SaGM~dN
~ k` ~ Cav 111 U B " ~ p
Z c* ~ PROJECT S,a _ I hY°° _ F ~ /
` -1 6 Yvan _ LOCA ON Em Aa° ~y ~ ~4~ J b - 9
R ~ ~ ~ m.le $ i
~n lraaY 8 LEGEND $ Honeyewk py 8 a
xon.eram we,Q t
® B°. ...WATER VALVE d ~ $ ~ Rtl, 4 ~ ~ ~a ~ d
...FIRE HYDRANT ~ '"L 8 ~
T R ®...PROPOSED MANHOLE O...WATER ME E ~ 0 ...WATER MANHOLE Q ...GEOPROBE LOCATION ~im1n~ ' - r °}a rF y~c
- ®PM...POWER METER 1,f.1'~.,,TREE/SHRUB r ` 0.d' 'p 9p
W e °PY •arP ...POWER BOX ,,,TREE PROTECTION FENCE r f. ` " e b' F
...POWER POLE ~ ~ SG ...SWEET GUM el°°~ ~r' ~ ar A b ry
-...COMBINATION UTILITY POLE or. Y ~ 4~• ~e _ "rpli
...GAS VALVE PN ~.°.PINE 0 z' ~ GTS...GAS TEST STATION HW .°,HARDWOOD ~
~ CO...CLEANOUT v Y d d r a n.
0 ...SANITARY SEWER MANHOLE " ' ~ ; ` R`~a a
s ~ { O...STORMWATER MANHOLE e v ~ ~ +Q . n, ed
0 MB...MAILBOX a~ !d '4 W~^~ T
o SG...SIGN o SP...STEEL POLE d d ~ ~en en v!
~ ¢ DIP...DUCTILE IRON PIPE ~ ` D ~ d uiDr ¢ Ra. r'
STL...STEEL ~Y„~ d x ahe Rtl. ryim Rtl. ° b I. , ; C ~ ~ V , ~~~~~~~r
CPP...CORRUGATED PLASTIC PIPE ~o , 0(~ , b ~ R V
SANITARY W R LINE ~ SS SEE ~ ~°kee
E EXISTING EASEMENT ' ` ' R F,~.. :.QO ti
300 EXISTING 5' CONTOUR LINE a' ~ye.w . a 9 Rtl. N~ SEAL
utl + st. ~ . 5~ 9uHaae clr' f+ -P POWER LINE FIELD LOCATED qq ;x ~ ~ 5 ~ R~ 023965 -
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ma 400 JONES FERRY ROAD Titan Atlantic Group ,ec SUITE 475
gad Q RALEIGH9 NORTH CAROLINA
CARRBORO NC 27510 5240 Green's Dairy Road 9 a.. 9 19-968-442 I Raleigh9 NC 276 16 9 19-854-6200
m~ 919-854-6259 (fax)
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