20060044 Ver 1_COMPLETE FILE_20060106

ATFRQG Michael F. Easley, Governor
f William G. Ross Jr., Secretary
GO p North Carolina Department of Environment and Natural Resources
d _??_ ,4 r Alan W. Klimek, P.E. Director
Division of Water Quality
February 17, 2006
DWQ Project # 06-0044
Buncombe County
William P. Conner, P.E.
Metropolitan'Sewerage District
2028 Riverside Drive
Asheville, NC 28804
Subject Property: Middle Beaverdam Creek Sewer Improvements
FFQ 2 Q 70%6
Approval of 401 Water Quality Certification with Additional Conditl?sG? , ? "'"Zi TH
Dear Mr. Conner:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or otherwise temporarily impact 40 feet of streams for the
purpose of utility replacement at the subject properties, as described within your
application dated January 12, 2006. After reviewing your application, we have decided
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,
Non-discharge, stormwater, and buffer 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:
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: http://h2o.enr.state.nc.us/newetlands
Nose Carolina
Awara!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Metropolitan Sewerage District
Page 2 of 7
February 17, 2006
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 Units Plan Location or Reference
Stream 40 feet Beaverdam Creek
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.
Metropolitan Sewerage District
Page 3 of 7
February 17, 2006
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.
6. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained
as diffuse flow at non-erosive velocities through the protected stream buffers
such that it will not re-concentrate before discharging into a. If this is not possible,
it may be necessary to provide stormwater facilities that are considered to
remove nitrogen. This may require additional approval from this Office.
7. Protective Fencing
The outside buffer, wetland or water boundary and along the construction
corridor within these boundaries approved under this authorization shall be
clearly marked with orange warning fencing (or similar high visibility material.
8. Buffer Replanting
Replanting of vegetation within disturbed areas located within 25 feet of the
stream bank associated with the approved temporary impacts of a UT to Pinner
Creek, installation, repair, replacement and/or maintenance must be done in an
"in kind" manner immediately following construction. (Example: Disturbed areas
with pre-existing grassed lawns must be replanted with grass. Disturbed areas
with pre-existing trees or woody vegetation must be replanted with trees and
woody vegetation. Disturbed areas with pre-existing forest vegetation must be
replanted with forest vegetation including at least two different native hardwood
tree species at a density sufficient to provide 320 trees per acre at maturity. This
density can usually be achieved by planting approximately 436 (10 x 10 spacing)
to 681 (8 x 8 spacing) trees per acre.)
Metropolitan Sewerage District
Page 4 of 7 V4
February 17, 2006
9. No Sediment and Erosion Control Measures in 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 or locally delegated program has released the project.
10. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the
Division of Land Resources (DLR) or a DLR delegated local erosion and
sedimentation control program, an NPDES General stormwater permit
(NCG010000) administered by DWQ is automatically issued to the project. This
General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is
covered by this permit [applicable to construction projects that disturb one (1) or
more acres], full compliance with permit conditions including the sedimentation
control plan, self-monitoring, record keeping and reporting requirements are
required. A copy of this permit and monitoring report forms may be found at
http?/h2o.enr.state.nc.us/su/Forms Documents.htm.
11. Temporary Fills
All temporary fill and culverts shall be removed and the impacted area returned
to the original grade, including each stream's original cross sectional dimensions,
planform pattern, and longitudinal bed and bed profile after construction is
complete or within 6 months of the establishment of the crossing, which ever is
sooner, and the various sites shall be stabilized with natural woody vegetation
(except for the maintenance areas of permanent utility crossings) and restored to
prevent erosion. If the crossings are not completely removed and restored as
described above within the specified time above, additional written approval from
this Office must be obtained to modify this condition.
12. Culvert Installation
Culverts required for this project shall be installed in such a manner that the
original stream profiles are not altered. Existing stream dimensions (including the
cross section dimensions, pattern, and longitudinal profile) must be maintained
above and below locations of each culvert. Culverts shall be designed and
installed to allow for aquatic life movement as well as to prevent head cutting of the
streams. If any of the existing pipes are or become perched, the appropriate
stream grade shall be re-established or, if the pipes installed in a perched manner,
the pipes shall be removed and re-installed correctly.
Metropolitan Sewerage District
Page 5 of 7
February 17, 2006
Culvert(s) shall not be installed in such a manner that will cause aggradation or
erosion of the stream up or down stream of the culvert(s). Existing stream
dimensions (including the cross section dimensions, pattern and longitudinal
profile) shall be maintained above and below locations of each culvert. Therefore,
you must provide plans with adequate details that indicate that the current stability
of the stream will be maintained or enhanced. You must receive written approval
from this Office for the above plans before the culvert(s) is installed. Culvert(s)
must be installed according to approved plans.
13. Construction in and within the 25-foot trout buffers should not occur during the
typical October 15 to April 15 trout spawning season.
14. Stringent erosion control measures should be installed where soil is disturbed and
maintained until project completion. Sediment and erosion control measures shall
adhere to the design standards for sensitive watersheds (15A NCAC 4B .0124).
15. Seeding for a temporary cover of wheat, millet, or similar annual grain or permanent
herbaceous cover should occur on all bare soil within five (5) days of ground
disturbing activities to provide long-term erosion control. The projects should be
accomplished in stages instead of leaving large areas exposed to storm events.
Erosion control matting should be used in conjunction with appropriate seeding on
disturbed soils in steep slope and riparian areas. Matting should be secured in place
with staples, stakes, or, wherever possible, live stakes of native trees. Straw mulch
and tall fescue should not be used in riparian areas.
16. Where concrete is used, a dry work area must be maintained to prevent direct
contact between curing concrete and stream water. Water that inadvertently
contacts live concrete should not be discharged to surface waters due to the
potential for water chemistry change and a fish kill.
17. Under no circumstances should rock, sand, or other materials be dredged from the
stream channels under authorization of this permit except, if necessary, in the
immediate vicinity of the crossings. Dredging has severe effects on aquatic life and
disturbance of the natural form of the channel can cause downstream erosion
problems. The natural dimension, pattern, and profile of the channels adjacent to
the pipes should not be modified by widening or changing their depths.
18. Sandbags, flexible pipe, or other diversion structures should be used to avoid
excavation in flowing water. Materials used for flow diversions should be removed
from the stream bed after completing the construction work. Any diversion channels
must be lined with rock and fabric.
19.Any riprap placed for stabilization should be clean and limited to the stream bank
below the high water mark and vegetation should be used above. Rip rap must not
be placed in stream channels in a manner that obstructs fish passage.
Metropolitan Sewerage District
Page 6 of 7
February 17, 2006
20. Riparian vegetation should be preserved as much as possible. Where vegetation
must be cut, the area should not be grubbed so stumps and roots can resprout.
Native woody vegetation (e.g., rhododendron, dog hobble, silky dogwood, sycamore,
river birch, red maple) should be reestablished upstream and downstream of the
impacted areas if it is removed during construction to provide bank stability and
shading. We encourage the reuse of native plants that must be removed from
permanently disturbed areas.
21. Stream crossings should be made as close to perpendicular to the stream channel
as possible to minimize riparian area disturbance.
22. The stream channels should be restored to stable and natural conditions after
completing the pipe installations.
23.All mechanized equipment operated near surface waters should be inspected and
maintained regularly to prevent contamination of stream waters with fuels, lubricants,
hydraulic fluids or other toxic materials.
24. Discharging hydroseed mixtures and washing out hydroseeders and other
equipment in or adjacent to surface waters is prohibited.
Violations of any condition herein set forth may result in revocation of this Certification
and may result in criminal and/or civil penalties. The authorization to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application and
as authorized by this Certification, shall expire upon expiration of the 404 or CAMA
Permit.
If you do not. accept any of the conditions of this Certification (associated with the
approved wetland or stream impacts), you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N.C. 27699-6714. This certification and its conditions are final and binding unless you
ask for a hearing.
Metropolitan Sewerage District
Page 7 of 7
February 17, 2006
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 Kevin Barnett in the DWQ Asheville
Regional Office at 828-296-4657.
Sincerely,
clM e-z2&e
Alan W. Klimek, P.E., Director
Division of Water Quality
AW K1khb
Enclosures: GC 3374
Certificate of Completion
Guidelines for Riparian Buffer Establishment
cc: USACE Asheville Regulatory Field Office
DWQ 401 Central Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 06.0044.MiddleBeaverdamCreekSewerReplacement.Approval
-, -- -_ - - -'
Impacts Mitigations Fees Affiliations Events Inspections ' Comments , History
Detailst Details2 Permits and Certs Cross Refs ?
Project Number: 20060044 Version: 1 Status: Issued Last ActionDesc: Project issued
'Project Name: Metropolitan Sewerage District. Middle Beaverdam Creek Sewer *Project Type:. SewerNVastewater
Project Desc: sewer replacements
*Owner: Conner, William P. Details...
Received From: Applicant COE ID: *Primary County: Buncombe I
DOT TIP: *Admin Region: (Asheville
Received Dt: 01105!2006 J ^..?ures+C:c Reviewer: kevin.barnett
Issued Dt: 0 211 7f2006
*SecondaryCounty_-j
Statutory Dt: 03106f2006 - -
CAMA NEPA! SEPA Received Dt
DCM Office: SW Plan Received Dt:
COE Office: teville Regulatory Field Office SW Plan Approved Dt: Public Notice Published Dt i
Last Updated By: rob.ridings SW Plan Location: V Public Notice Received Dt:
Last Updated On: 01109!2006 Sewage Disposal:
P.N. Comment Period Ends Dt:
< Back Close

Triage Check List
Date: 1/10/06 Project Name: Metro Sewerage Dist-Mid Beaverdam Crk
DWQ #:06-0044
County: Buncombe
Kevin Barnett, Asheville Regional Office
To:
60-day Processing Time: 1/06/06 to 3/07/06
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
Cumulative impact concern
El
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
SEWER4,
Metropolitan Sewerage District
• OF BUNCOMBE COUNTY, NORTH CAROLINA
c. o
FC?UNTYNPS?
December 29, 2005
Ms. Cyndi Karoly, Environmental Supervisor
NC Division of Water Quality
401 Wetlands Unit
1650 mail Service Center '20
Raleigh, NC 27699-1650 60 Q
4
Re Proposed Middle Beaverdam Creek Sewer Improvements
Dear Ms. Karoly:
Submitted herewith, for your review, are the following documents for the above
referenced project:
Joint 401/404 Pre-Construction Notification Application
Drawings of the proposed project
• Partial copy of the Weaverville, NC USGS Quadrangle map showing the project
location
• Check in the amount of $200.00 for plan review fee, (NCDWQ ONLY)
The permit requested is Nationwide 12 for a subacqueous stream crossing as shown on
drawing four. The proposed project includes the replacement of an old sewer line that
has become deteriorated and is subject to frequent sewage spills:
If you have any questions or need additional information please give me a call.
Sincerely,
William P. Conner, P.E. Project Manager
Cc: Ed Bradford, M.S.D.
Ms. Rebekah Newton, U.S. Army C.O.E. (w/encl.) v(5 ??;;// D
Mr. Roger Edwards, NCDWQ, (w/encl.)
Mr: Dave McHenry, NCWRC, (w/encl.) JAN 2006
ApgpT Vim'
BRANCH
Protecting Our Natural Resources
2028 RIVERSIDE DRIVE, ASHEVILLE, NORTH CAROLINA 28804 TELEPHONE: [phone] FAX: [phone] WEBSITE: www.msdbc.org
f ?
t ?.
Office Use Only: Form Version May 2002
20060044
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Che all of the approval(s) requested for this project:
Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
7401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12
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: t,A ZapdtrlT/St f 6?iN?121 f? Des'i21GT df Buk1t0AA1g> e_0Ukf'N,, m n
Mailing Address: 202 S f.Z1V S 1f?E nixtvE
A58eyILLE-, hl e- 28804
Telephone Number: (AZal x-S4 - 9646. Fax Number:
E-mail Address: h; fl c m-.,Abc.?
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 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: &A1rX> F_ P3"VGV-AJ ?n 6M-WA2 IM,VV2. C-AAEOT5
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): N/& Ped*-t615r_>-srnEu?JA C4.0!5S1t A IS
D I.I 1?I Gt7? Qt GIST' - dF' 1n1??
4. Location
County: $W.16c M!3E Nearest Town: W4eA:> 1I , . WG
Subdivision name (include phase/lot number):_ )A
Directions to site (include road numbers, landmarks, etc.): 15cLE1 wE-_,-r" co?zwl.Elz c;F
?U s 14%,,N 25)
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): t &C :t
7. Nearest body of water (stream/river/sound/ocean/lake): geUgFZpAAA GQ Eh
8. River Basin: f-¢WGW a3¢o.?n
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.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: EiWws 4aA. ¢.tP-g&p 4yygy- f:' a
V%242?4fl6 E. ?•?? GoN9TRrlcrr1n1.? ?XL?s71w!(q w. iQ l1rS? IS /LUG ? ,d L
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: yple5 s=
Gp?}Shsrt'S c A-= gEPLACE JAS:'- c*= gns lw1C9 -,-G ? WQS . L c 'cE WtL.L T-3r--
?t?, ?L ?XC?tdTlnwl. '[1IIE !?f???M ?ttl.t_ ?t'TNt?.'P? OIf2?EGri?'D IntTa
A, ?rn?1Q?zAri.? ?c vc?r a¢ yua tQ? &=Li?.lo -J1{>I: Y.I o2Y 1?12E? .
11. Explain the purpose of the proposed work: ?M- t?tgilwl?; g?gy-
WUIC.1-I WAS S3t=-Cc"Q-.7 Wn i_7,W.J =
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N x.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: -r'EcNiPOI?.?zNP1P aQ
??llll?iptw_I?o s-tZZEd1A ??!V..s?tt' ?['b1? V?DR? ? ? 'f?'F?C.tc_trrxlti"? s.?WtmiZ.
Ltall? G??,t?sr-Gtt`1Csrtot..t
2. Individually list wetland impacts below: (Vjw, )
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, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at littp://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: U
Total area of wetland impact proposed: U
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 specify)
I 6VvjGn_ Ljor= g' 13FA.%jtmyAAA 25

* 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.usss.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mat)Quest.com, etc.).
b(?,
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8of12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: (ISoutc?
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(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: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
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.
pna*t>se0 tLARy-I rs A¢tc Ut4"QMASt-E yxt-snt-4Q kr?Z u?.tg mitt" 8s
vgmm UEL1?2 5&.µrW: LCCZ410l -LI4t? 15 /,G-d%?Nl IT: -SEMnytcfL. t
L??'Znw! IS psrrGr4A%1G23 SV -rngc eRA?PI- N dt 1p (, ?c t bF ?? And
5?1,.t1?YLTC] hll?tGN 'C1-11S ?RD..1E?'T' k.Jllt_?rc ?atJw1ECTE'D
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H_. 500.,, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stn-nizide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed..
A-
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wip/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 Its
Amount of buffer mitigation requested (square feet): fa
Amount of Riparian wetland mitigation requested (acres): 14(&
Amount of Non-riparian wetland mitigation requested (acres): u 1Lt.
Amount of Coastal wetland mitigation requested (acres): J.1 IL
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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)?
hether a NEPA/SEPA document is required, call the SEPA
Note: If you are not sVt
coordinator at (919) 733-5review current thresholds for environmental documentation.
Yes ? No t 1Q
s, has the document review been finalized by the State Clearinghouse? If so, please attach a
If ye
copy of the NEPA or SEPA f al approval letter.
Yes ? No M Ia
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 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify t,10 )?
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 I extends out 30 feet perpendicular trom near bank of channel; Gone 1 extends an
additional 20 feet from the edge of Zone 1.
Page 1 l of 12
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.
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.
1`n TE Ry eap laa ' RZOLIC-GT r.hK14TS O?
CAs;mjR.iT c ?cl?sn --m-c-WEE5.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 214.0500) 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).

Applicant/Agent'&/Si atu ,K hate
(Agent's signature is valid (o ,ufy if a authorization letter from the applicant is provided.)
T14 dAllAS e • i4ArrNZ' 'P VE ..0 a2?1MR44- A M-S-V.
Page 12 of 12
M £2£556llllllllllillillL0908L b
z III IIII Iliilli
M?
M 5-2t-56-Z09-0 MCAT
\
"Mal

J?

?? \`(? 1 / "MI
????? ?? ?;?(? ? ,?1\ ':/ \ i•? \?/ ??i? 11 II`11 `
\\r% %?/
%i ?` `J ?:\- ? r..:
I \, ?,?.:,?\ \ ,I?i _J?j,
7,??/??^\) r 1
\? \? ?G?? ??\ 1ClN// e ! , - ?\l l \ \\ r ?l, S ?tlll L I? (??.1 . ?1 ?:/
I'
? \
\
•
? v .
\
?\? ?\•
\ ?,I
?? %%?1 ? =`?\??
rl li??
`- ? ?
•?y ? ?\? ?? ?1 ???'\? \?\\\I
?. ?
?/,/??? 1 1

\ '•
`/
r '? ? c3 \ ?,
\ \.? t
it
.
\
o
)In 1(

r r(?
?

l?/ ` ? \, iii'' I ;II ? 1 ;.
,C\ `\ ? j -?+-
'? ??- ??
?? ??\

--- 1
-
-
? ? -. `
) h ? a ?
?
... ,(? -
,
7?
?. •; , ??
. , .1 111
.?.. ? ? , ` ><?_
-? ,
/ / ??? %//? ?? I'/?? ?????%\..? ?•? \I ?/ !\ Wit- \ \?'\."2)r r ??/ .7.

y ```'i Il'I I I /? /?---??II ?
!-t1\\\\?,,\\+,\\'\ \\r r-?\\• \'J ?' //'.l/ ?\, ?, 1 '? 1, JI? ? •,)
?i O i/\ I ?\?` ???I y ^ / - /. _' i
-I
?
? / • s 'r ? ?
?^-a ° j .? -o?rw I
??? I -
y, _ .Ac , /
?
? use

r"? ? ` , ?,, ?//,, ; ?,%r/j(? /./fir ?< -- .• 1 L?? ?v? ?:- ? ? ? > ? ?%, ? ?

•.-1
/?
ji fLy % //%l1J ?!/ / ,
?
s=
J
?
%L %\? ? -ti- •^-?? l / i' I
?«?
;?
???C?
?
%
?
` 1
' _"? a Z`
? j h.• . -
,?? rte
??
;
(
?,? •;
io
, ?°o
?
,\
^
--
,)
?; ; ? -? . ?
.
~'? l \ ?-. i 'rte !', \ ?1 \??_\..-? •y ;'.•; C
?? ? w ,? ? I ?, y ??`,_. -' _ v . 1. ? . y ? ? • ? .-

1

?
i ?,
` 12

\

,
\l \\\??
? / •? j
\ f\ ?l / ?
• ?\ ?\\??? ? \\- - may

\ /
1
0
I • ???? ?
;J ??
- ?:-
??' ' ` • ?
ir"
\?' f' ?
/ ? :
v`' • \
`? `
O
- ?
,
?,
. ' +
2
\ ?
a ""
, ?

I
,? I" 1?
? ?i li?l ? %' ?
? J'I
???
??
1 ?r
J
?
• ?
°\
?^• ? ? • 7
? +
•
' ? x_71( ? ' '
? ,
,
, ?
,.
J
;
r,
?% ??? '%???'%? -?__
'? ?? ??? I ,
,?
•A
? / "?" r -"'' • ' . ?l _ •y
G/
,
• ?'. CC ? ' , ; ?

\?' cc,, j 1??\\? ? ?
/ \ ?j%/ ?_?i / vim` \ ?? ?-? r \\ It,
`,\ 2 . -. ? ? '? '?.• r H r ? \
?? %' \`

,

w

W N
m
II i. o
>
~ a

o

r

Z Z A q C
` ?j
F
r 00 00
FO z a
d °; >
i
d a /
??
Id,.l w

r _ r.r to
y E O 7 O?
.
c l)
? o p w 'e
w
" ¢
O e

a 3 z
A
? y
a 3 ? d
10
3 o> c
•c a r d
t
q
,
a
:
q N C H

L
d
!n L
0
3
3 z
v) o
3WO°3 ;,' W
In !!) ? Z ? m
N A3 ?3 ;n
o. a`po, awo`N W
=.o _aN°. vo c
z
? z C 2 SNA S?A m? R ?U
m O Q.1 aaS 0 % ?
c?
V .• N eh 'V• N \p 1? rb Z
Z ? i C
aD
W.I M I N Q
¦ < N n Z
a I I ?
.. I a' ,? I O
;o
Q

mo
III N
0
N w
w o_
.? Y
?o
H M
O
0.
W?a
w=-
LI. rd
N ? Y
o J ¢ In
CG
>UF
F
w G" w
wws
o zU
o
0
009
Z u
LL
0
c V Q W
z
Oz
¢o
zo
N
N
00
O
a
O
J
0
U
w
z
w
Q
00
N
LO
N
?Q
0
a
w
x
O
J
Q
U
O
J
O
w
C7
w
J
Q
jx
0
w
x
OW
LL m
W
Z oI 0 <z
W
Z ? °0 1- a
? I N < o
I ?, o Z
oi'o
V

N 00 yj
s

? pp .
A

Q
_ sZA
Office Use Only: Form Version May 2002
20060044
USACE Action ID No. DWQ No.
(if any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
'a
1. Che all of the approval(s) requested for this project:
Section 404 Permit ? Riparian or Watershed Buffer Rules
? ction 10 Permit ? Isolated Wetland Permit from DWQ
[v]4 01 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
oc?Cawffl o
1. Owner/Applicant Information JAN 6 -. 2006
Name: AA oPdL-tT/14,tJ 60N6-7
,AasG ict no Wcr Ce F,UwI LoAAQ GoLAP rN,, 14 e
Mailing Address: 202 S PNsips to,E nwyF_ DENR - WATER QUALITY
&s IgVIL.LE , isle- 28004 [r --
Telephone Number: (? j? - 9016 Fax Number:
E-mail Address: 6i fl c& vmsdbc, ova
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: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: AAIt>V F_ 'g"14GV-C2bu <nn?ti sa-vWAZ IMVV_,0\nRUEQT5
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): NIA 'P¢o Sib E?a??1 G? tLk4- IS
e> A1 NGDCSr Q,tGNT-aF- y."
4. Location
County: 13Utado;A13E Nearest Town: 16t4ktg2y 1"' me-
Subdivision name (include phase/lot number):M/A
Directions to site (include road numbers, landmarks, etc.): 6gjL-g4 tEST' G!QMgiE1Z C
?L?v?to? ?tE 5 t? M?¢a?.towl t1?1=
t?.?-r?aZ-sr.-?Tlo?.l
C;Fz
.?U.s N VW 25?
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): L AX:t
7. Nearest body of water (stream/river/sound/ocean/lake): 13EAmeg-pAjA Gawge_
8. River Basin: r-VA IC,W 43n
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.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: 15sr¢p.&g en1K5 kJAme ¢.tP-1Zb? ct 2 ?Reltd
fV •&Lr=. Va GaN4TW1CTlnw1 r.)aFT 1JC, ? ,,. Ire 1145M I'S
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: ytup tscr
G?i.ISIS?S dF RSPIAC.t-LIV14rdF JEj c=M&4 5t%t1Z2S . ?yA?v ?cE W9LL 339
F5ng M204 k-JAMnr 1. "[1tE ?rQ?OM y.tt?L ?rnrts?p?s o1 D Lt?TD
?`jj?MPOR?Rt( GtJLYt "1z1- G2 t7lLlAt? ?,F2eU??L? ?? ?.LDR,1? 1?12.Et1. .
11. Explain the purpose of the proposed work: e*:- g5a!zm&14
W R tc-H WAS 131-=Ce>VLAE 128MEP 1 L RAMER;;? %f L LMA "E A&-10 Nd La gaL
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: -r NtPO1?.LaR.y PlP oQ
17lUU,PtwT?'!QEdlil ?.Qd?.ll? T?I1? W1DRl? ??? -?'F?dGlt_tTXYi'F s1?1t;12
Llt.ll? Gc?t?sr'S?lGT1??..[
2. Individually list wetland impacts below: (VibulE)
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, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.,.oy.
*** 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: D
Total area of wetland impact proposed: U
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)
I GT2- Lwr= -4o' -gq&,,jyay&m ax- 25'

* 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.us,i?s.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coni,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 40
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: (tsouE?
Open Water Impact
Site Number

(indicate on ma)
Type of Impact* Area of
Impact

(acres)
Name ofWaterbody
(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: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
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.
!pQce:5m 11?t TS Ago UNdVQ_t@AB :E t_ tsmt4Q s?wt Lh.lg Y.ttLL 8s
Q=MACML? VET2.4 UIEA Z :5A k&GE LOCAMOt 714 us. t.s A. ?Rd?l t'T( I=L Lap
L?? ?Zn?.? IS E>srrGT•i4A%1.b 84 r1bPO?R.??1-ht) "Jo r?„ t -
fit, . GrLmU h14Ete_R -n-Ats yspJEQ-T Y.llt_t_gE 4pokjECT
VIII. Mitigation
DWQ - In_accordance _with 15A NC_AC ?Hti_.0500,, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/stn-nizide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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
Amount of buffer mitigation requested (square feet): m
Amount of Riparian wetland mitigation requested (acres): MIA
Amount of Non-riparian wetland mitigation requested (acres): u 1L1.
Amount of Coastal wetland mitigation requested (acres):_tA IL
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 hether a NEPA/SEPA document is required, call the SEPA
coordinator at (919) 733-508 to review current thresholds for environmental documentation.
Yes ? No EQ
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA eal approval letter.
Yes ? No N la
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 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify NO )?
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 3U teet perpendicular trom near nanK or cnannei; cone L extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
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.
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.
w n W&6Tr- WA7T1W eseoi WMM:? IE?R? 120,16,r-i R=&JEGT' u%K1415 O'er
12 ? MaLrr- 4*= E3G?? •s?klQZS
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).

Applicant/Agent's.',Sig6tu' bate
(Agent's signature is valid'o ,pfy if A authorization letter from the applicant is provided.)
Page 12 of 12
00 1 .

zr
?
"?: \ ?
?%/ISO ? \?
\
\
? \.U a I ?\.\• \ ?.,
j
,. ?
\
\' \:
\ l , ` )
•
/ I ?. \1 \I. 11 1 _ , ,,? ? Ili .',1?"?\-\ ??'\ \\\ \?\` \ \\\\\ ? ,`? \ \ ?'. \\\\ \ /??, \ ./.. -
?? I ? t/
MIK
J?. ?;. Lam' / .\,?\\\\ 1\`'..\ 1. •?
? Y { ? \ 1 ( _ ?1 , f
?\;\`
I \
I 4
__ C???(` /? •\I / \ -?,;?\\?) I)??!I 1)(f OI ,U•? ? i? c` ?l? ?.?-/ ' ?` ('.\ r 4ji'' j ?(?.. J?j_ \ \ \ `1 ?\ \ p\? 11,1' \ . ?.?

1" _? n\l-.: I, // \ ', t\, S C? `-- . ? ?? J :I ?`\\ (I \ \\. ,!il rY ?• A ../ \ i ??pl r ??.:- ?1???p 1??j ?=_;
-a

I, rl: 17 ` ?.? /.4??'?? ?'.-?-- ? I
???'`t ..i?\?\ ?`;.,\ ? \\ .?;.
11 ? [\\1 t •• • '// ? \,.? / ?11!.il ;l',//, ?-
)
° \\` `

_J --
\v n v,
\\\ a .\ ) \ ? 1 ?% \;' ???-??•? ^
?t '.?? ?\Z?\• ' yt ? %i?_7?_
?\I f
•
°?. \ ?? r E \ \ I ?'\: ,
'? ``?\\\ i e=?'1 ,;=?/r ?wlr ?. /
'fl ? -v ?: .J: r?Rp

i
\VV7 ' \ 1

t
1 \ _
\ - ? ,? /
•
? ?
?
\ 1
? ? `' I ?/ ) ) III
\\
\ /r
( I
/.' /
I \\I

7
%- " \ , :` .t - _.'r. .y. `'` ?
, ?
``rte
1 \: c... ? '\\ • i=\ ?
: G_ ?
?''
??

r
;
\
?
N4
I
a
..
? ?T _
7v

e 79
10-
rmtJ

I ? -1 `??\
??\\`\ ;?
`'
?
'
Ii I
? ,! r??.lll' ??r- l\\
/
it
,? '? ?
?•
?. .
• ? ?I•-I'•• :??- f '• •?? ?
???
•
I
.
\
q,
? \\ \/, \? ??; ;C
I -
?'?,(?,_\? `? IlII` /?r'? `
•
/•
1
? `,} ___ • ?:f' :.
/?-'>` ? /o-/ ?\
1

`
J J \V\, /
? `??) ?\? ? ? > \'??1 t-/ l irl J' ,
\\ ? lip
? ?? ' ??' /', // l \1 - p?r ?-. /-'I ' la?,?,
?'? _ °'I Q,?P?C ?I'y f. I • M
?J . . ? --\ ;- /?
< ? v? ?^ ?• ? ? ??( /I I ? ?? r
\ r

•
11.-N .? ?.' II / \?;J ,' -?\ J;I
i _ .; o '--?.? \ III ..? >c .
1 1 ?_ J //' ?/? 11\1\\ ?? ` J? r `, , ??/?; ?il? /zro?? ? %' ?.<i ?ti r? 1, ?, ` ;?; : ?'
\-\?_ _ ?:J• ._J
/•'' '3? ? ? - .do
J
?
1
I.; ?'? / I (f , f?- ,. lam` _ I P? ! 1
V\ 1 :? • //". w

0
£ZII£996 /-090811 E
III IIII (?II(I'lII'?(?I?IIiI'I?
MD
I N Z I
II

a b

O
> I
O O

Q
'O VJ
Z A ^
!
1
L \
?
> V 10
2
? Z
0 T
? y •C
b

V 'v > c C
? t? L a

W U ? ?, -J

°s c 1

g 0
o
?
2

a y
m 3 b
3 of
't b L b

q h C ?/
E '? $ •a
L
S
rA .?
i
??\S\
% z
IV °
Q
U v
z
W
J
zz
Q
a
Q
CY
d
U
J ?
t? u
Fri ? ?
W•? v
11 v
a
a
LL1 ?
3 Z

3
3 z
o
N
rn '!, H Z °i t?
N° y a n w
o=,o map b? F
Y = N
ry S Y L ? ?
? F s i v ? a J v
N 17 O N ,D n W z
Q
1
I ?
' Z
o ?
N N

o
rn

N
N
N
W

?C
a
as
(n z
I ^ 0
U
o
D
m
z
o /V Z >
}' LL7 Q
`° IW?i jo`OO.?i
LL?? Ulm

?
z o W ?

LL Wa
z a 0 a

a

° o
:E U t D
y
F? Q
g awe

0 awl
z > U
0 F ?j a
Zc? a

0 0 o° 0
U Z5
W U o
O
a o O
Z O U 0 z
o h QUJ m
0
?
J
of t,
? u
o Ix
?
uJ o
.d ..)
d WO
o
O
°o° I
C W
o=
'n
U
m
W _
J 0
w
z F
pw
z o m e
?
?
z
u
i
?L
i N ¢ Q
?
6
cr
I ? J
F ?
r
N M ?
? y L
/1
Q °
1•`1 C ? ? ?
'? C
c ? a?? c Z
C
- r n
' ,,,

NCDENR December 23, 2005
Document Document
No. Date Description
Check No 91744 91744
Amount Discount Net Amount
MIDDLE BEAVERDA 12/19/05 MIDDLE BEAVERDAM-NCDENR 200.00
0.00 200.00
Total 200.00

M~~ l1 ~ ICI B PROJECT SIC). 200
D
~o~\\~~.1 ScWFRq~o/
~'~~Nh ~ WA7 ' . 4~Et(~AHD ST ER U~~f i ~x.
~V4T~ g~,C, ,
~Q° 9
n

m Q Q
G 2
PROJECT SITE
GENERAL NOTES: ~6F ' ~ GP
~~~NTY,N~R~
The Contractor shall locate and expose all utilities to be
connected sufficiently ahead of schedule to allow
redesign by the Engineer if such utilities are found to
be different than shown on these plans.
The Contractor shall protect all utilities and other INDEX OF DRAWING S ~ ~ I d ~
M ~ a 0 ~ _ N o
improvements shown on these plans and all other utilities 2 c ~ F~ e q , ~ k~
and other improvements not shown. The Contractor shall SHEET N?, DESCRIPTION ~ ~ Q- ~t T ~
a~ , P" d o-
assume all responsibility for repairs of utilities and e~ ~Q ~J ~
improvements damaged during construction and shall 1 INDEX ?F DRAWIP:~S AND L~CATI?N MAP MAP e ~
o a L ~
maintain sufficient protection to all utilities required to 2 ER~SI~N CONTROL PLAN 0
protect them from damage and to protect the public 3 SANITARY SEWEf2 REHABILITATION PLAN & P LAN & PROFILE >
Q ~ L
during construction. 4 SANITARY SEWER REHAEILITATION PLAN & P LAN & PR~FIL ~ ~ ~ E st Hlgh ~ p ~
5 SANITARY SEWEF? REHABILITATION PLAN & P a i
The Contractor shall verify the location of all 6 STANDARD MSD SEWER DETAILS LAN & PREFILE o o ~ 3 ~ flkaQ~e ^n 0
Jon s St ~
underground utilities prior to the start of construction. > z Q Q
> r0 f~; D
> ¢ C ~ ~ th Q a p N Rid
Complete "As-Built" information relating to locations of ~ o L -N c0 9P Dr
service wyes, clean-outs etc. shall be recorded ~ ~ q ~ ~ o x L ~
~ t v ~ d
accurately by the Contractor and the information a a S ~ ~ ~ h ~
submitted to tiie Engineer prior to approval of all lines. ~ c ~ ~ p cn _ ! Alle yarn a
~ Q 3
9P v S a~tey
All work shall conform to current public sewer standards of the pQr k Valley '
Metropolitan Sev~erage District of Buncombe County
A
C Rn. A
F
FILE NAME, BEAVERDAMCOV,DWG p, C i LOT DATEi 12-21-05
EMP001.TLC-1 212212005 10'34,27 AM

r ~
ra 3. o O L I'1 vJ N
V W O~ N ~ N
DE RIP-RA 4 PROM 3' ~ z W EARTH BERM (,~,j o z
FACE OF RIP-RAP SHALL NOT U~ ~ ~ N SHALL NOT EXTEND ~ -r--- ~ ~
~i~l PR CTION ~ ; RAM BANK OTE ST E OUT INTO THE RIVER OR STRE ~ ~ f ER OR STREAM Q
BEYOND ORIGINAL BANK. RIP-I BANK. R P-R -.:,.:..:..~r~ 1 ~ 3 W I AP 2 Exrsr. ~
r ,~Y. _ MAY BE TERMINATED AT SOME ~ ~ D 1 1 ~ ~ :D AT SOME POINT GRADE ~ RESTORE TO PRE- SCOPE=1.0~ ~q Q
~ `r f,. ' ~ ~ ' . P R OVI T BELOW TOP OF BANK AT THE E SI FE L NCING 1NK AT THE Q CONSTRUCTION ELEVATIONS Cd t~
` ~ DISCRETION OF THE ENGINEER. ~ v r ~ „ E ENGINEER. BANK o. O
~ ~ , ~ _ , ~ ~ ~ ~ ~ SHALL BE COVERED WITH EXC f ~ 1.. D WITH "EXCELSIOR" ~ FABRIC ~
~,1' ~ : , AND RE-VEGITATED ABOVE THA G0. S A V RIP-RAP 67 CRUSHED STONE Ir BO E THAT LEVEL ~ , 1 " 2 THICK W o °
,,,i/ "mil I Y - l''( ~ fz ~
~ ~ ~ CLASS l1 w U~ W ~ rl ~ W z
{ ,F a - ~ ~ RIP-RAP ~ . r ; _ .;.i ~ 4P ~ V ° 4' w
, ~ti, ~ ' EARTH FILL Cd ~ W W t±' a ~ o ~
i O 1' ~
L%~ p ~ W
% .r FILTER-FABRIC _ ~ ~ -~r a ~
. ~ ~...-r _ - , y. ~ ; ~ Y' ~ _ f - 1 t 4. f NOTE: CONSTRUCT RIP-RAP ~ ~ Z a: IT H F ' ` ~ ~ ~ ° 3 67 CRUSHED STONE D C ROM SEDIMENT r~.r,, ~ ~
..n, .M - „ r - 1 r ~ ~ CONCRETE ENCASEMENT EXTENDED ON UPSTREAM FACE TO RECEIVING STREAM Z m
i~ ' . ~ ~Q'~t TOWN OF WOODFIN µ ~ ~ ~ r . ~ Q o TO TOP OF STREAMBANK EACH CLASS TRIP-RAP „ ~
WATER BOOSTER , , a . k ~'l / ';k, ~ ` PUMP STATION • ~-a SIDE OF STREAM ~ ~ a a
,y~, ,,5 - ~ ,w' ~d~ ~ f I ''X~ Fp. ~F;r V' ~ ~ ' w' ?OS1.~ / ~ k ~ TE MPORARY SEDIMENT TRAP DIMENSIONS o Q
r ~ - ~ / ~ w- . ~ ` ~ ~ ~ ~ BANK PROTECTION Al PUMP SIZE LENGTH (L) w/DTH (W) DEPTH (D)
i:~ ~ ~ ~ x _ ~ ' I i L ~ ~ _ ~i4 _ ~ • _ \ 1 i~ A , . CTION AT STREAM RIVER CROSSINGS 3" ?D' 10'
~,;c; , i 25'- PERMANENT. A EN ~ / rJ 5(1'-4; CONSTR~IC AS ~dtr, r / ~ / . ~v.~ 'w - \ Ott ~ ~ ,?~N
/y, i y .'t i f ~ F}'. t~ ~ ~ y' - . i _ 1 14d$. p• ? .fir X \ ~ Y N.T.S. 6" 30' 20' "'",ti 0 4
•K i ,4 1, ~ . ~~.=J ~~rz... ~ ~ _ ~ us;V
a \ 4' -
~ t I ~ ~ ; 't X~. ~ _ yti= < Cif ~ I ~ ~ ' ~ ~ - I - - TEMPORARY SEDIMENT TRAP ~
t ~ _ I R ~ . , ~ - ~ , t- ~ ~ ~ 'i 5 i i bj ~j 1. ~ ! \ , ~w i t l . , r v. r~ N.T.S. ~
~ - - r ~ i r 1 i , 1 ,
, t r \ .o L JJ~~ aa v, ~ ryry S11f •ti•
, - Q _ _ _ ~ ~ ~~c' ~ ~ ,>~a
~ ~ . , .x- ~ ~ .,.,.t... . . -
i ~ \ \ 'cam r ~ ~ - 0 "4
1 ~ ~ ~ - \ ` . \ \ - 6" ~ Q
4 r ~ Q _ \ _ , ; ~ a PROVID I E S ~T FENCIN G
_ . ~a~.
.
_ , ~ ,
- ot~ riaus~ ~Wis - Z`~~ , PROVID SIT ~ E ~ F N E CNG ,w » 6 GRA I/EL
~ ~ ~ FF°2ofb.7 .A _ 'a~ -t _ .
Mfr. \ 'i, ~ ~ _ ~ BEDDING w ,
,
, ~ . ~?a A- ~ `y,y . \
l ~ ~ - Z ~
1, FILTER FABRIC SHALL BE TREVIRA SPUNBOND TYPE 1125 AS MANUFACTURED BY HOECHST ~ --r- - ' ~ ~-r ~ ~ ~ - Q
CELANESE OR APPROVED EQUAL AND SHALL H~JE A ~.11N. TENSILE STRENGTH OF 200 POUNDS. ~ ~ CRASS <y SEC 1 I DN a o ,4 ~
~ \ PUNCTURE STRENGTH SHALL BE A MINIMUM OF 90 POUNDS. ~ , ~ ~ - w o GUARDED RIP-RAP ~ - ~ ~ ~ w. , W
2. 51LT FENCE SHALL BE WOVEN POLYPRQPYLENE FABRIC 36 WIDE. GRAB STRENGTH SHALL BE . _ ~<,T_ , _ , ~ \ W~ WASH-STONE FACE ° w 1,'~i~~ I.L.
120 LBS., ELONGATION 20%, TRAP TEAR STRENGTH 85 LBS,, BURST STRENGTH 250 PSI., UV ~ ~ ~ ' ~ ~ ~ h _
RE IS ANCE 00~ AND SLURRY FLOW RAE .5 GPM FT. S T T O ~ ~ -
_ l ~ FLOW -i- 2:1 24
S nthetic Fabric Silt Fence ~ ~ - Y k
'2t. \ / .X
Stee( Or Wooden Post . ~ - Set Min. 18 Into Ground ~ ~ 1 ' . \ \ ~ ~
And 8' Between P 1 OBTAIN LAND DISTURBANCE PERMIT BY MSD osts ~ ~ \ ~ ~ x~ Yom. 0 I
l v~, t .y Z ~
2 INSTALL CONSTRUCTION ENTRANCES AS NEEDED. (TYP.) x A A ` ~ ,
3 INSTALL EROSION CONTROL FEATURES AS CLEARING A A ~ ~ . ROCK CHECK DAM
PROGRESSES. ~ , ~ , , ~ ~ ~ -0. S UC110N EASEMENT _ ` 2a'rA-P~k11r~NfNT EASEMENT
4 P OV1DE T MPORA Y S D IF CL RING IS MORE R E R EE ING EA ~ ~ N.T.S. * ~ A
THAN 30 DAYS AHEAD OF PIPELINE CONSI~RUCTION. . ~ ~
5 FINE GRADE, SEED AND MULCH IMMEDIATELY BEHIND \ d ~ o
PIP INE CONSTRUCTION. ~ - EL
6 MAINTAIN EROSION CONTROL FEATURES IN GOOD WORKING `
ORDER UNTIL SITE IS STABILIZED. Notes \ ,'1 ( Y ~ m.
1) Ensure that the height of the sediment 7 THE LOCATION OF EROSION CONTROL FEATURES SHOWN fence does not exceed 18 obove the rand ~ ~ ` 4~' 1` . ~ ~-so6a~
0 ON THE PLANS AND DESCRIBED IN THE SPECIFICATIONS surface. (Hi her fence moy impound voumes ~
IS SUBJECT TQ FIELD iv10DIFICATION TO PROVIDE THE A of water su flcient to cause failure of the structure.) ~ - - . t
MOST EFFICIENT EROSION CONTROL PLAN.
S nthetic Fabric 2) Support standard strength filter fabric by wire mesh ~ i
8 i N CONTRO FEf;TUR S MAY REMOVED AFTER fastened securely to the upslope side of the osts using EROS 0 L E BE S~It Fence „ P PERMANENT VEGETATION IS ESTABLISHED AND THE SITE heavy duty wire staples at least 1 long, or tie wars. ~~`t ~ ~
Post Wire mesh support Extend the wire mesh support to the bottom of the trench. IS STABILIZED. (See note #2) Use wire fence with a min. 14 gauge and a max. mesh
spacing of 6 . 'i: i ~ 1
,0~ R~~ 3) Do not attach filter fabric to existing trees. P R 0 VI D E S l iF~4061.9' r ~ ~ \
L1 Ground ~°W ~E SILT FEN N , , ~ CI G ~ gyp' ~r'--
~ ~ Y 't L
1 ALL EROSION CONTROL MEASURES SHALL BE CHECKED FOR STABILITY „ 8 k ~ ~ i s 1., . ~ ix-. o ~ ~ ~
AND OPERATION FOLLOW-DING EVERY RUNOFF PRODUCING RAINFALL BUT ~ A~ y ~ '~J `1' ' ~t ~j. ~ X' ' ~ / a0.f~
IN NO CASE LESS THAN ONCE A WEEK. ANY NEEDED REPAIRS WILL BE d C.O. ~
„ oa k Set 8 R t .
MADE IMMEDIATELY TO MAI~dTAIN ALL PRACTICES AS DESIGNED. ~c into Trench ~ Ub ~ 5 t+.~ ~ ~ ' ~ ~
P ~ 2 s. 2 SEDIMENT WILL BE REMOVED WHEN DEEMED NECESSARY BY THE SECTION A-A ~ I
yi,~
ENGINEER. ~ ~ _ w DE SILT F N IN E C G \ _
3 ALL SEEDED AREAS WILL BE FERTILIZED AND RESEEDED AS NECESSARY, STANDARD SILT FENCE ~ ; ~ .a c.a , \ y.~~
AND MULCHED AS SPECIFIED. ~ ~t ~ I ; . ~ w _ IJ~U 1~, \
N.T.S. ~c \ a
~ w
1 , y'ti Vii: y{~ . \ - 4 \
1~. ~ ~ ' ~ - ,
\ ~ ~ C ~ \ J. ~ ~yy
SILT FENCE k k \ ~
~ t~ ~ -r
\ , xx
RIP-RAP STREAM PROTECTION t \ _ _ _ .
GRAVEL CONSTRUCTION ENTRANCE \ ~ ~ w DANCE „ , _ , ~icr
NATURAL PLANTINGS FOR ~ ~t \ w _ S . ; ~ . ~ - ~ ~ ~ 0
STREAM BANK PROTECTION ~ N. T S ~ _ n~n \ .~s ~ - ~ c~
\ ~ _ . . ;
1.`nt~
OPEN CUT SEWER LINE CONST. CI-tVJIVIV UVN I I-tUL t'LHN
a PROVIDE RIP-RAP
SCALE ~ 1" = 60' STREAMANK PROTECTION cf)
EXISTING GROUND CONTOUR
7 / ~ ~ ~d~b13W
E M P002.TLC -12!22!2005 1027:49 AM

a ~~~6 5 1 S y ~ ~ E
~~b1 YJ , e 1g Q+~ . . ~ 4th 06 br0 91~ ~ QQ Q F ~5~~ ~
1 0. 9 O' ~ ,1 Ci y1P~ 2~ 91 0~ 3~ 5G y , ii t~ ~ 91 ,V 1 • PP F~C~ GG
~ 1 ~ • f p• ~ g~ 00 ~ P 5 QG 1 gP p ~ G. ~ Q ~ ~ 6~ a`e W N o ~ V 3 O 0 yip c,~• F. 11 ~ a ~ I-~ o
5 F5 H T4 , 0 F fie, o 0 0 3~ xa ° a~,a 1~ a ' o ~p Z W N
d, ~ f xg G ~ 0• ~0 ~1 ~0 ~9 , P _ g - ~ ~ya~,5
~f ~ , P S 0g p~ _ _ -o-._:.._ 1.:,.. ~ ~u.c, .vT~':-------~~ ~A• ~ ° vii =
: _ ~q,.,, ti"~``' =Y - 0 yds._ ,..,n, Q~ ~P• F. ~ _ -
4 .T - m•- fi i f _ g'~ 0 - - - ~ - • -
_ tii ~ _ Q 0~ , ~ ~ w 1 - ~ 4,, rr ~ . . _ - • •
- .
~ ti _w 44. - G _ C v ry~
• ~ , J~, i x ~ ~ . 'k- ._g P - W ~ VAN w-~- , ~ . . • - mac. . - - - • . 4 e'(P S ' LL - P.
_ ~ ~ f ~ _ RIM _ _ g~ ray . ~ , x.,~,~, ,v 5o Q -ME - _ P ~ •
_ "o F. JG ;kit Qs• :t~• ~ w Z .
- ~ '\t ~ ' .3s ' a : ' ' FF=2046.2 JU 1 ~ h ~1 ~J~^... „i.,n - . • • .
, • - ,_x r _ _ r"e, :~.QR ~ °.p~• r1r~r a , 5~~~~ .6~~ c ..~cx. w ~ a v
159: ~Y1;.. 9 ~ U ~ J~ o ~ ~ w w _
.'r r /1
: , 1 ` / 4 o . S 54.19- ~ ~ •c ~ •y ~ W r~-...,:: 4457' ~ ~ ~ ~,e o~ 1y~ ti . ~ l ~ 4-~
/ ~p a9 _ ~ 9 ~ t off' 09~. ~z ~
r`f ~ ~t••' 9 ! ~ rte, t ~ 9 ' .C`, y a. q
~,r { 1 ~ ~ 159 ~ , , p E ~ to ~ `5 G . ~ ~~Q ~ ~
: 5, / ~ ~ ~ - _ _ , ~ ~ `til _ - F ~ z - t...
G , o - ~ qq . a a - - ~ 1 d
~t ~ ~ -a. s- d 1 ~P' .r _ • ~ $ ~ o ~ a Z
~ ~ ~ ~ 2. 0 ~ o , ; c,PO~ ; ._.r , : _ ~ ~ sue---, _ . 3 .~o ~ - ~y~- S v2 ~ -
s ~ - - ~...,,.,,,r,..,, ' - - _ - _ • . E ~ _ s _ _ _ .
- ~ tip..- ~ ~ F ~ ~a.• , _
1 - - _ - _ • _ - . ~ - Ol .
f,. Q 5 6 . 3 ~ ~ ~x ~ !2~ - 09 G•, ~r„ r^ ~ ~ - ~ ~9G, ~ ~ 1 PO ~ ~ ~ 0: 0 ~ yyy0°~,~1 G ~P. ~P. ,~P•~a. 'v.. ~ , p1Y' G. ~ ze N
r x ~ ~ ~0 r ~ , ~ _ ~e~ e
~ ~ R~ ~ti ~o P i P - TBM LOCATIC - LOCATION DESCRIPTION ELEV. ~ G -1 ~ ~ ~ ~ s Q - - ~ ~ ~
~ _ ~ r ~ r ~ t ~ / 'S ~ ~ , 7 / ~ ~ t ~ P - - _ 1 S A. 3+05, MAI , MAIN UNE ~,i,ypk ~ ~ 'f
PT R f r~ 1 ~ .r ~ ~0 ~ o OP ~ _ ~ G ~ . g ~ 25 RT. ! ~ t7 ` ~tr~ r, W ~ L \ RT. R/R SPIKE IN POWER POLE 2044.60 J , tio"" - ~ ~o GUTTER SPIKE "22-2" ~
~ / ~ t ~ 5 ~ - 5 ~ - ~E 5 STA. = 1+1 ET 9.8 F ~S ;,e , ~ Ott v' ~ t 2 cf~ ~ - ~ - A. = 1+19.81 S.BVRDM. ,I. .~'i'M _ F N 706,829.70 a
ac 7%, p G ~ ~ Q p~,. ` yE~ @ PROP. MH ? jt? r r ~j~I .'Y: ~ c'C' Q ~a / 0 PROP. MH ? 2043.89 ~ ~ l~~ `~,RS E 936.733.30 ; : .p~- ~
,t , to 6 . ~ .0 •(S G ~ Q E ~ U EP ~ x6 • ~ 1g' , a GUTTER SPIKE "24-
r ~ ~ ~ 5 1 STA 8+04 MAIN C, , a ~ '1 0`I' _ ~ ~ ~ ~t O ~ P~ 2 3 ~ ~ y 0~~' - E5 G'~ 0. 13' LT. A. =8104 MAIN UNE 22 ~ ~32 , ~ ~ ~`"~~,Q o LT. N 706,743.50 2054.42 ~ y,,. 6 ~ „cn
1'.'r~~ ~ ~t'i' ~ n+~' rq ~ ~ ~ 0 E 937.060.42 1
t. G - ~ i r,~~ . ~ ~ / Q. ~P' 0'S ,i!`~~ PUR TRACK ~ ~ o a o• ~ GUTTER SPIKE "25-24" .yx°'•~c.~ ~N ~ ~ \ - A. = 12+10 MAIN UNE N 706.572.62 2053.16 0 0~
j ~ , p,''r ~ 6 . ~5' G ~Q pQ' 4 STA. - 12+10 MAI Y, / t ` E 937,396.57 SAP ~
L I v i \ Y. / fps ~ k C ~~P ~1~ P ~ ~ ~ - ~ P• 6 ag • PK NAIL ~ G ~ ' ,
~t,~,' ~ .I t t t~ , t, P P~ toy' ~ 0 ~l„ r' v ~ ~ ,r, ~t, ~ ~ 0O S STA. = 17+38 MAI ~ ~ ; ~ ~ I' ~tl rQ~• OAF ~Pg9o' 0~~ 22' RT. 4. 17+38 MAIN UNE 0 ,182.30 yt~' 2055.31 GO~~, CA a6 -.k1
` x~' ~'t' g ~ e . ~ J ' RT. E 937,732.06 6 QO' S x4,• ` ,
';i' ` ~ fit', / ~ ~ r , ~ S . _ . . BENCH IN POWER POLE g• ~~y. Q~ 1 ~ , . _
0 ~M-- 2J ~ ~ t ~ r 6 STA. = 17+58 MAI 4. = 17+58 MAIN UNE N 706,163.95 2055.96 P 5 ~ _ ~ ~ RT. E 937,742.73 g9• ~~0•~ ~1 Q~•O~P'
to u,, ~ y i V ~ o `
t '~0~~, 0 ~ 125 RT. OF STA. 1~ f - ~ ~ ~ ELK m 'Q ~ ~ y~4.00 WOOD AVE. COIJ ' RT. OF 0P QG~ 9 6 1., _ . z STA. 1+80.64 CONC. R-O-W MONUMENT ~;joA ` o WOOD AVE. COU.ECTOR N 705,810.34 2057.42 9 0 2 ,•y0 ~ Z
`1', ~ ~ MAIN TRACK `t , ~ SOP NOTE. STA. 3+62, 40 RT (ACROSS STREET) 0 Q • 1~ ROSS STREET) E 937,982.23 PaOF ~,0 a _O
~ , ~ ~ , ~ P 00 REMOVE EXIST. PIPE AND 1~a 0`' ~ (n ~0 9 OQ ~p N -
:J ~ ~ ~ 0 Ox ~ PIERS. (LUMP SUM PAY t IN Q~ Q 0 w > / ~ oW
~ , ~ ~ 0% ~e
~ _ ' SCALE 1 , t - „ ~ 1gy, G~ 0~J 1`'0•
d i ~ , ~P~ QG• X00 2~B '
~ ~ ~ i F E - 0.1
I , ! ~ ~ - - - - 0
It ' ~ NOTE: EXACT LOCATION OF EXIST. 8 SEWER I NOTE: T ` ~ ~ 8 2 AND T S A. + S A. _ o Z >TA. 9+00 REMOVE AND ,
9+001 FROM STA. 02+67.79 TO STA. 06+34.11 IS DISPOSE OF ABANDONED BUILDIN
r ~ I ~ I ~ NOT KNOWN. I ~ ~ ~ ~ LUMP SUM PAY ITEM ED B ILDIN U GS OFFSITE.
i rt- ~ - _
o' • _ _ • - _ . o _ .
' ! 1 . 1 i - N Rj cD c0 ~ •
i ~ 1 ~ ~ ~ ~ ~ ~ : ~ ~ ~ r ' p O O O ~ ~ ~
4 r ~ ~ ! . ~ N ~ ' N I~ O + 0~
C ~ ! f ( : i : _ ....2066-~ ~ - - _ - , i f ~ a.-. • ~'~II N II +N .
o ~ it i I - - . , . ~ ~ r i ~ ~ , ~ ~ ~
- ~ ~ ~ p ` ~ I ~ ~ Q J - -
i I F I APROXIMATE LOCATION OF EXIST. ~ W ~ -i f-
I W UNDERGROUND ELEC. Q. 0_' ~ w r I O
I ~ ~ o I cps ...2055._.... _u , . 1 _ O
APROXIMATE I.OCA110N OF XIST. ~ Q _ ,d. - - UNDERGROUND ELEC. ' - - - ~ - - . 0~ ,
W - - ' 00 Q ~ ~ ~ 1 .1 i Nto ~ i ~ Ntfl
d'~ t*O N~ -~N ~
O II ~ N ~ N , ; I I ~ pp ~ ~ ~ (0 ~ ' O II
~ ~ ; ~ t` N > p II ~ o ik ~ °0 III + rn .,,I
. _i~ • Q ~ O 2050 _ - . _ _ = i- ~ ~ cD ~7 , O - O II Q > J I _ _ - - _ - _ w
~[J 1 ~ N !n Q > Q I - ~ - ~t J
~ O I ~ d' to `t 1 ~ ~ + ~ , d F' ~ ~ W I~- ~ i O N ~ GO o O ~ .N ~ ~ N II m - O ~ W ~ ~ ~ ~ Vi W ~ J 0_ i h- ~ (n w O
Q. - p II T O Q . 0_ ~ U Il ~
p CJ O II ~ 4 d. f•- ~ ~ O O II O ~ ~ I- p_ E- , p U.. F --1
-2045.. ~ _ _ _ t.._ d _ _ • . . _ . - ~ - . - _ __.UJ _W _ : J _ - t. ~ Q _ _ _ . _ _ " , 30 DIP ®0.10 30" OIP ~ (,.11~ ,
tl.l Q J '1- ~ ' . 0_ ~ ~ _ _ . - - - > I. : W O : i _ _ _ c CLASS 1a0 - _ _ . ,,LA.,S 1'50 i _ - ~ ~ -
~ (n ~ ~ ~ d ~ - p ~ , ~ • D- ~ ~ ~ - ~ i ~ nn
O ~ ' ~r 0.75% ~
0 ~ • .1 30 DIR ® ~ ~ . ~ - -
30 DIR _ _ - _ ~ _ . _ DIP ®0.31 2040 ~ I 30_ .DIP ®1.01 ` . ;CLASS r _ - _ - 30' DIR ®0.52% ASS 150 ~ N ~ ~ CL ~ ; w w ASS 150: o > > I CL o N ~
i 1.8~% LA 1 S a 30 DI 0 _ -C SS 50- .5%; i S15 _ " Ip ®0 CLAS .
-30 Q CLASS 150 I Ip ~ 4.54% S 150 o o 3p 0 CL:AS o' 0 0 o N n o O d- N` ~ ~ J p O N O it w w ('-1
„ ~ C~.ASS 1 I* O N ~ p ~t II F-• it ~ Li L~ . rry
30 ~It~ 0.44 ~ N ~ d- ~ ['O 50 ~ I ~ ~ ! ~ o ~ OO NO OZ ~ vv ~ P- , II O _ ~-,r
C;~.AS~ ~ ~ . N N, ~ ~ 5 DO n t0 M N ~ ~ r _ ; __-~3 _ _ 0 ~ - N p ii N ~ r~ ~ ~ ~ . .
O ~ ~ _ - _ _ p O% i ~ N II N.. N ' II ~ - » II Z j !j _ _
~ I ~ N N o ~ II ~ in ~ ~ ~ O I~ N ~ ~ r. ! !II : d' ~t
I ~ ~ ~ U ~ ~ r0 ~ ~ i ~ 0 - Z iZ ~ o O ' Z N N •r~
jj { Iu zz ~ ~ ~ I
an I ' i . ~ Z (fl h- p O W 2030 ~ ~ N f ~ p Z ~ > > > r I - ~ Zz ~ ~
o ~ . p i ~ o _ _ . _ ` - _ ' it . ! ; N ; > ; f- c0 • 30 DIP 2.49% , ~ _ ;
I- II ~ a~ ~ oW ZZ o ~ Z i ~ N ZZ ~ ZZ .,1.A~5 1 ~0 _ _ _ - ~ ~ x X
O Z O- N O ~ II ~ - - N 30 D(P 2.487 o w w ~ ~I~r N ~
N ~ (I ~ , ~ II ~ ~ „ ~ ~ CLASS 150 0 : ~ N ~ ~ ~
zz I II ~ oZZ zZZ - I~ ~ u~ ~ I ~ F-~ U) Z
' Z ~ > > > _ _ _ . _ _ _ _ l.tJ OZZ Z
n ZZZ . _
30; DIP ~ 0.771 ~ - gin" nlp ~ ~Mlnni F RF~Li\/FRtI~M ~RIT~R~"~~G T~R~"~~DTrlt? Ci`lA/CDDD(1C11 C ~ .
!uLA;)S 150 Z Z - .,.,"....R.. ti.,.. 5.0G-f VI....f 11_I I. , L„1 %%.Lj L.,~t.L1 IV!\ .)Lr~LI\f 1\VI ILL > > i (!7
CLASS 150. 1 ` 1 `Scale: Horiz.-1"- -50' ZiZ Z Z
~ Vert.
+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 3W
9+00 10+00 11+00 12+00 13+00 14+00
EMP003.TLC 1:;VM2005 10:27,49 AM

•
~ \~t r
g ~ 0\5 ~ o fig. ~ 9 ~ ~ W o 0
r ~ / 1P' \ ~ 5 0 ~ ~ QG 16 4r Z W a
,1~ P A ER 1 ' ~ ~ ~ ~y~+ 4r 1'` 4r ,~g0 3yP 9 (n W m
r.~', ti 1 ~ ~ u t1 r o'91 Oo~1,~~. V5o . P~ ~ n y 1 Pa F T ~ R 1 EWER
fr, o e• M`- 9 't 3 ~ ~ ~ \ 91 ~ f S i-~ o • ~ ,,n Q W 5 1 5 O° ~
~ ~ ~ PP' 'S ~'9~~ ti\ ~ 'L 4 ~ F ~ ~ ~ . o 0 05 ~ ~ >
C ~ A ~~Q e$ ~~'e~ ~ o~ ~ o o~ ~9 01 ~ ~ ~ ~ x 0 1'~ 3~ `ZS ~ ~ J 0
+w _ 0~ 0 ~0 ~ P ~ x0 90 0 ! ~-.G P~ S~ ~9 01 ~j ~ ~ ~J ~ Q r« Z •~P ~ x ~ ~
p2 2 , ~ R CAF' v N • r Q v cc 0 _ - _ n ~ Q~ G ~ ~ ~ P Q .'1-~°.. LL -
p;9~3., ~eZC k``'<,~~..~¢" 3q~ gti5~ P~1 1VA
~ a oy"" G 3 6 ~ gyp' ` ic.,., ~ '6*-~~~ ~w ;.I ~ F - _ ~ l ~ \Y ~ . w W o
~ o~ 59 "~r,s ~ 1 • ' yt . ~y ~ ~ ~ 'S 0 $ oh a .yd x ,~F. ~ ~ G`l o ~ ~aJ' tCf`'~ 40 ¢ e Q ~'>t~3 ~ y2 ph . rL0 '~b ~ <4•P ~ ti fl. mac. 3 ~ ti R T- G o°~ ~ ~ e° ~C, R G o , p ~
;fib 3 ~ p~C \~G 't' w a TJ~j ~N7 ~ r.. .n0 ~J G \ 5... - x rwA+ YlJ+• W ~,t„i
\e~ p>jD' 4 4,1 ~ ; r • i:• r ~ ~ 0~•y. P Q 0\P•' j d' iA ~ _ .
_ cal W ~1 . ~~Y .22.24 , . PO 0 w----- G . W
~ r" y , \ d• 0 it r - d _---~~1 h ~S , fFa 45.2' 0 \S~Q' P ~ _ W _ ~6~~~T*`.~~'....-- W
~tl • ~ Q ~ ~ x ~ ~ ¢ 0~ try i \ - G 'Y• - -A~,, Q • , ~ ...per ,i r~ ~ ~ P' ~a . ~ ~ y - h -.d~ , r- we ?3• JG P 0 ~-z 2 - - r _ ti Q ~ U r ~ i tk~ ~ do ~P ~ ~ G .....-.~1,~--~ " ~ ~;.w,. a
'L a ti Q\0 ~ ~G ° G~ ~ •g ~ ~ J• P\• \P• t ok6•~1 6h 1. `,y. . \ _ JG \ k ~ . ;zY, r _ ,:rte ~ y°a~ ~ ~ p ,r= 3 3 . f ,
P® 0~ 4-~ ~ J ~ ,e 'r ~7 a•q r N r F a`'~' ;I tcR`~,~~z ~ ~ ~ _ ~ ; C ,
e¢~'. ;,aa ,..1 ~ L~S~'~ ti.._ ~,d 1 p(i~y$ p 1/ ~J ~ ! ~ti
•w. 9 ti ~ p~ ~ ~d r.~ ~;r ~ 4 w ~ „ ~ ~ ~~y~ f ~ 1. P~~ "i ~ ~ Z^ P- 6~,. ~ t$'z ~ m4L ~SEMFR ' ~ yt ~ ~ ' { ,Ir f ~ ,~~y~_ ,y'1 61 ~ + PVC io ~1AU~ .Cr ~ - •::,i,~
r. 9
~ .t g~• ~ ~ - . S Q ! G- ry =1.~t~.\~ j ~ 1 ~ ~ 'r.,, ,,,r ~ • ~ r ~ t _ ~11NN V- s" l -fir i - . . _i _ ~ g 59 r % = . / 6 2 /off ~ F. ~ J\
S a~ ~ O. .i p J S ~ 1. ~ ~ r ~ - ~wa
r B , t~` - - - . - ~ - ~ _ _ , ~ 4 ~,1. ~ :83 . / o~'•~ ~ oP~ .rot d9 e~F~ry r
~'3 ,,w s 'iti+ ~ ~ ~ ~ f ~PQ~J ,1 FFa2 .d f ! / _ - iN ~O 054 `F. (~A ~O _ _ _ P - - -
a,, . ~-.~s._.:~--~ pP•c• `~d' ~ 1. ~ . ~ ~ ~ _ - / 1 ~ Q off' _ - - P~. o . „
~ _ ~ -r1" ~ ~~0~~( Fir2055. Cad' x P•'I`\5 ~ r ( i. 1 s' F ck F. p~PO 6~9 may.. G . ; ~ 1, y / FJ . , z' , ~ . o 6 , ~ r t ~ o - ; V / 5
. ~3 ~ , ~ , E. =k. ~ ~ - ~ ~ Zen: l ~ ~ 4 G F - _ _ to i ~ ~i •
a j~- ~~+~~VCP- _ ` , iY , ,y~ / ~i , r,. ~ pp (1 1 . : : , ` Y I! .
- ~ ~ ~
r " °s •^\.R,,r,. T.~ a ~'i fit, ,-J r
~ -
: ,2 0 , 0 0 4F C\ v !i ` ~
0 r I . ~ ` Y~ r . , , ~ 00 p6 kq ~ ~ 4 E 1• ~p;• ~ - ;i f t ~ ~ m`~~'t°~ ti ~ - ~ ~ ERD , ~ AM EWER
5 g~1' -s~ 1~' ~ ~ 0A ~ 'L EPT R 30

~P'~6~~6'A 51 l'',1,~ t,' ~C~1~ ~ ~ i •(~Q, ~i ~O 1, 9,'l ,i ~ ~ o i;f ~ _ ~ 1 1 ~ ~ 0 3. ~ ~ ti 'r ' / ~ fit' / / P~p'91 e\•0\P' ~ '~a y,~ \ ~P~ ,S~G``~~' ~ ~ r~ ;5a"~ l'' t' ~ ~ ~E' t ~ ~ ~'+kor. (~_`5 ~~4 E / ~ ~ ~ ~ 5
~ g 'l s Q • o. ~ b ,,~r 50 ~h. 6~ PP - - I P
, . , _,~0 G1 ~ Caw ~ ~ v P`' , ~ ~ ~ ~ .z°`~ G o Q~ QG. h ~ ~ ~ ~ 0 .0 61 `~5 d , ~ p ~ \y~ ,1y .
, p 0 F. ~ 0 0._ ~ 1 - _ , L 1 ~ , 1 ~ _ - , ~ SV O o~ p~
o~~` R~ ~ 219.98 o /
4 , ~ P~ •t ,a s' k G - ~ Ike, ti ~ ' °t _ - - p, - _ R TRACK 0
Q 0 ~9 x ~ <p~ 1 1 it 6 `l Q6 0 yb ~r GO• ~Q QO
' \5 ~ . ~ ,~s~` z cM1 it , 4r - p~~ - , x F \1~P h1~ y ~ a~ ,
Q 9 ~ 1 v 51 ~ ' ~ it P P~',==° LI`~ ~r ~ ~ 1 ,~P. Qs\ fad ~ p 6 t~ _ - GAP ~ 0 0.
vP';•,-~~a , ~ 0
• 9 e Q - ~ 9 p ` - 5° z F
CENTERUNE RAIU~OAD ® _a O ' ~5 ENTERUNE WOODFlN AVE. c~ a
r 001 ~p ~b-,~J1.-. a ~ ~ 1y~ ~ f 1 RR SIGN WITH - N - - LAT.-N3538 py o
P o 0 '~•r~~ tip \~s , ~ ' , , ~ ,L ~ o s 1 pT\ 0 ~J ~r...~G ~ V ~ / c~ ~ ev,0 P , ~ AARDOT N0.720 460P IONG.-W82'35' t~ ~ ~ Q,0 J~
~p~ MAIN TRACK ~
SCALE: t -60 ~ ~ , Pa P v ~ ~ ~ , ~ p~ NOTE: STA. 3+82, 40' RT ~ 1~ P~ REMOVE EXIST. PIPE AND
Q 5 v \ , 6~ k00 .,J 00 ~ 0P ~g. 5 ~ ~ ~ ~ 6Q' x~ ~S J, Op PIERS. (LUMP SUM PAY
P ~ ITEM ~ ~ 5ZP •~0
P ~ ~ ~ to N I~` \ . \5
~ ~ I - E~
o z
NOTE: STA. 20+55.14 VERIFY Ekl~ I ING o
~r ~ ~ ~ 24 AND 8 SEWER ELEVATIONS PRidR ~
t ~ ; ~ w TO CONST2UCTIaN SEWER BEYOND i ~ s- ~ ~ •
~ STA. ~ 8+1 g.36 ~ ~ o w NORFOLK
o _ _ h q ~ q ~ oz- . - - . . _ _ - . - _ _ _ . . _ , _ _ : _ . _ _ _ _ _ _ , SOUTHERN -
d-©1 q ~ O qq! , I
o; ~i q . N O O i N , , d• I
~ N r + N to ~t O'~t + ! O N O II I I ~ 00 II II ~ +
' k . r- N O ~ ~ i ~ ~ N II w
> ~ o If .:_.2060._ '~C ~ u_... _ i _ _ . __t_ ~ _ - - Q. N -Z_. _ _ _ _ _ . - _ . _ 206 I :
. ~ Q ~ 0 ~ u~ I ~ w cn w . ~ W ~ N E ----STA,--O1+95~A~,3•-T4; 03~5~:00 a4?ISTALL _ _ , NEi~~ 12" iP IN :EXIST: 24° CIP
~ ~ ~ 1 ~ ~ Q~ qw~z j O ~ , ~ , a w _ EXIST. t;8 DIP TO REMAIN' IN SERVICE ~ ~ n APP20k. LOCr'iTION EXIST. G.L. GROUT 10 OC. ; 12 DIP SPECIAL THICKNESS GLASS 56 ELEV. NOT KNOWN
i~ F- ~ i ~ 0 O U? 4. p Q ; I '
0 a. w... . z EXIST.. RETAINING, WALL ~ o
~ ~ a: _ _ .APPROX. LOCATION OF EXI..T. o
2x55 , _ - - - l~,I ~ ~ ~ ~ ~ - _ - - 2055,_ f _ _ _ _ _ 12 _CMP. If~V._ ELV._NOT_ KNOWN ~ ~D. _ _ _ _ _ 1.
' O ' , ' EXIST. 18 DIP ®0.64 SLOPE ~ I ~ v ao Iri rn~ o 0 0 ' r~ , ~ ~ O ~ ~ ~ to Q O N
l17 d'
+ XI ~ ~ ',E ST.~:18 DIP 3.37% SLOPE: o I ~ ~ ~ ~ ~ 01 01 N q0 0 ~ ~ ~ Q ~ N
~ i , I i ~ N i / ~ r r In + 1 i i - _ . A.,. j,_..__ ,-__w_.____.-. 7_. - 205 F _...2050__. 1_._ - - - - _ _ _
i~ _ - - O • ~ ~ O I. ~ ~ ~ - ' - I I ~ ~ n - o ~ o II Q> o,l i ~
' ' OqO ~ O` Q J ¢ I ~ > v cn w II ' o J Q W Y W 'f- ~ W i W Q Q, ~ W ~ ~ (n
i ~ IP ~ 0.~10~ 30 OIP ~ 0.1 • ;24 ; DIP ® o o ' O 30 D 50 . ~ ~ Il ~ O II ~ 4 LiJ ~ O ~ . a_ ~ ~ ~ -
CAS 15q ~ CLAS$ 150 CLASS;1 , ~ ; , o 0 L S .w• o . 4 a. APPROX., . o_ p ~ W ~ ° LOCATION c~ x - o ~ o ~ PPROX. EXIST. W:L.- 0 ! a. U~
_ _ _ - - ..w_ 2045._. - _ - _ _ , , - ? _ _ . _ _ _ . . ~ • ~ 2045;-. Sd _ _-4 . _a _ _ _ . - _ --0.- _ _ LOCATION- - . _ , _ _a: . - _ - _ .
I N ~ ~ t1J i i O q ,i ~ J 1- , ~ ~ O CLASS B CONC• rn ~ r•~- w , q w ; N Cn (n XIST. G.L. ~ ~ ~ n ~L n Z~~
~NCASEMENT~ ~ N w ~ a d• o O ~ - - 0 - o i . r.,,i I I - _ i ~ ANDOtdED
tf') N d., , I O! O o C OSSIN G REM R S ~ n: A N O 4. F- EX! ST. 24 _ - - - - - _ . sT. 24 sE~~1:R
N N `r N, O N ~ ! I EXIS o LUMP SUM ITEM II N ~ I ~ t-~EXISt. 8 SEWER ~ EX1 _
2040 ~ ~ a ~ • ~ ^ li I 4 - - - _ _ I I ~ ~ N ~ .0 8E ?~BANDONELt~ ~ ~ r~ o ~ N ~ r'7 r_..... - - - - N _ _ /G..
O I ~r ~N ~N ~ rrj
d. ~ } i Q _ p N d•, X . 0 O Q. ~ IR r- O ~ O d- N O N O ~
~ ~ O N Ow ~ O O ~ ~ OOO i. ~ ~ N ~t O D' / d' d N O O N O N N dr#'O ~ NN N II ' II ~ d' N II II
o N II oo ~.o ~oN N~ ~ ~ z 11 0 o II i z N O N ~ N N ~ r ' i O O II II II N N ~ II II II ~ ~ f--
i ~ qll II 2035 v_._-_..a_.. _ - , - _ .q...~_.. . ~ s ; ~ ~ O z I Oa 0 2035-~~- - - r. _ II ~ 'ao APPROX.' ~ ~ > > U ~ ~ , _ _._.a~_oo,•._ OCATiON-._.._ _ _ F-- ~ - . o z z _ _
~ H Z I cfl If _li . p ...r i ~ ~j r. O - F-- ~ ~ (V If ~ - ~ - N w 2 O Z ~ '
Z ~ ~ i APROXIMA O ~ O _ ~ _ 1'E LOCATION ~ Of EXIST. N ~ - ~ o n..% ~ q ~ ~ ~ = h W X O O rr? ~ N N ~ ST(,«M DRnIN ~ ~ O Z ~ > y > ~ ~ m O! O ~ I q ~ o o ~ ~ z XIST. W.L. ~ o r - EV 0 ~
Nd » ZZ ZZ ZZ ~ O ~ N ZZ ZZ - -
_ ZZ ` ! , ~u 1 ~ N ~ N~ (n ~ ~ ~ - r ~ ~ ~ ~ i ~ II ~ ~ r0 ~N ~ w x ~ p : 12 DIP ®0. ' % SLOPE (C;.. 56) ~
; q o0 - O II II O II BEA~ERDAN ~p 4J x , IP' 0.1~% ~ II ~ E Z w _ . _ . _3.~. C _ - - - - _ . _ - O _ N zZ Z cep -q!-q 203 N N ,y i 2 DIP ~ C.33% ..LOPE . ' ~ Z w t- V , _i_... _.a. ~ ~ . _...~0 _ _ _ ~ - _ . _ 2- DiP . d 0.32% SLOPE (CL: 56 i
c~ASS 1 ~a ~ - -i- - z z PICT
i 24" sDIP ~ 0.25% O II o00 II oo'; ~ w z j EXIST. PIERS + ~ ' ~ - 1 wz o_ ~ ~ r 12 DIP ®0.29% SLOPE CL. 56 ~ ( )
~ I 1 Z Z Z ~ CLASS 150 i j ~~i ~ x I ~ I r I ~ - ~ ~ i ~ w Z Z x ~ wz? ~ ~z z z ~Z'
' i i ~ ~ ~ > > ~ ZZ Z' ' ~ O__ 0 ' i I Z Z Z Z'~ Z s - i
~ j~j > i i t i 1 ' » jj ZZZ _ v_ >j> ~ z z z :NEW 1'2" DIF ®0.62% SLOPE w
` 3 ~ { - _ , 12 DIP,: ®0.22% SLOPE (CL. 56) , W
, , : , ( j ¦~ll\II 111x7 1'4A/1r11 f~; ~ . ~n
IV1AINLI(Vt i rKUNLt;
Scale: Horiz.-1 "=50' i b
7 Vert.-1 =5
a
15+00 16+00 17+00 18+00 19+00 20+00 21+00 00+00 01+00 02+00 _ ~3 w 02+00 03+00 04+00 05+00 06+00 07+00 08 +-00
Eh.~IP0047LC -1 212212005 10-27-49 AM

I ~Q
QOQ fig. ~ ~ ~
~Q QG• ~ NOTES ON CONSTRUCTION IN MERRIMON AVE. P ~ i U VJ N li wE. W o a
o 1~211~` 1. WORK IN MERRIMON A • 2 VE. SHALL BE DONE AT NIGHT BETWEEI 3 ~ a 4 ~ a a aHT BETWEEN THE MOURS SPECIFIED ~ i Z W
~G~ Q~~~ o~` 1N THE NCDOT ENCROACHMENT AGREEMENT. 91`~ m~ ' ~ EXIST. GRADE v~ W
2. TR N H E C SHALL BE BACKFILLED AND ASPHALT BASE SHALL BE ~ v, iSE SHALL BE PLACED, COMPACTED ~ o
SMOOTH, AND FLUSH WITH PAVEP~ENT CUT AT THE END OF ~ Q iE END OF EACH NIGHTS WORK. ~ ~ ~ W
3. TRENCH BACKFULL SHALL BE COMPA " CTED (N 6 LIFTS. ~ ~ o
4. TRENCH BACKFILL AND STONE DENSITIES SHALL BE TAKEN OI ' ~o ~ ' ~ i o o b.0 0 BE TAKEN ON EACH LOAD PLACED. o ~ 0
~ ~ ~ ~G f 5. A PHALT B ~ ~Q~ J ~ Q S ASE SHALL BE I19.06. ASHALT SURFACE COURSE , o ~ ~ n ~ L.t,. N ~E COURSE SHALL ~
Q ~ o •c. o• 5 • ~ 6. TRENCH BACKFILL SHALL BE C C!4P BE SF OR RSF 9.5B. S~ p_ 2065......0.._._ ,n..
•c 0~ ~ ,y • ~ ~ ~ 0 ACTED TO 95% STD. PROC• ~~p $ G ~ b 0 ,gyp ~ STD. PROCTOR. o o _ ' II _ - _ . ~ ~ ~+y~ N i.l..
~ •c 1 ~ ~ 7. STONE BASE SHALL BE COMPACTED T0100% STD. PROCTOR. J~ ~ \F~ x1 N X G~~S D. PROCTOR. + ~ O II ~ ~ ~ W o 0
P~ ~`~5 ~ , 5~ ~ 8. CONTRACTOR SHALL N T c~ •y o G 2_ . • ~ ~ 0 WORK IN NCDOT ROAD WHEN M.S.L )WHEN M.S.D. {NSPECTOR IS NOT ON SITE. i - - - w " ~ - o ~ ~ "j W ~ U 2
QQ ~ 0~ ~ RQ~J i ~i ~ ~ I QH > ~ o I v J - ~ U
PTA 'h ~ ~ ~~s,.. Q ~ 1 u>~ w w O
_ _ i P F. P y . - x ~,_v~, ~,1.A , ~P' , i6! . .4• _ _ _ _ Q O r - 'C J a ~ ~ ¢ U f .O Q ~ o ~
~ 0 W
- O W - R.
. . ~ :.-avt~ :•i~v'tt ,dti.•'!• • Q \r Q G~ : J ~y . . • G• Q ~ ~ Q J 0 ~o, 0 0 z d ~Q. ' ~ 69 ~ ° ~
.r. _ Wr.~~ r, . , ~ - ~ - Se ~ Q- A. _ SCr ~ ~ ~ Q' r~' 2055.._..__...._. - a
. ~ I - cA~,. p Z m ~ e 4~
. ! ~ ~ ! f?' y 00O Q W
N" - = • • e- ~ oN~ o~ o~ 'o o a a
R ' 0 d dti a., , y , ~i Q~ d J~ G • 4J ti. 0~ ' ~ ~ ~ ~ a
_ _ , , ~j ~ 3~. 6 o" ~ I ~ ~n N N
~ ~ r r 4 0 ~ ~ a 0 ,,~1 3 3~ ~ ;ti° ~ ~ ~ 2050_. ~ o o - ~h ~ ~ r ggqti , . ~ O N ' N II II II < P• 1`' q 1 g N
;Z. d qd . , Q~ •N"yk~`1"~ 3 E~ a~ • ~:~,t :.~~-x ~~j. C~ 5 ~ ~ Ofi ~ ~j r . , Clh ~4~' d~g'~ q 96 6° /Yeti
. tl~ Q 1. 6 1 ti ~ t ~;,i N
:'4 .~u; "a' ~1 4-O~J ,J ~ ~ Y ~ D~Q. ;fit., - i• V 's 'ar . .
~ g ; T ~ ~ 5 1 S 1~ ~ . , . FA.g ~ 1 ~ d` ^off` ; ; :''t. • w-~-- t.,.~ ~1
- ft a ,rnY r u 15. r._. _ \a ~dY ; " W ~JV . - ~ ~ ~ i 2045 ~ - . xn r w ~ ~ ~ ~ w wWw v~ ~ N
>.y ° day. 0.a4~ x ~
.,.4- i ~ yam. ~e• d ( J' f - i ~r h~ .F,.;. ,r_ Ip h~ / - t._ Jam}.
- _ _ _ . 9
G• W r ~ is o .-t
-----66 ~ - , ~ , - ~ . ---,u ' h ;2040---- ~ N
c~ ~Ai• - E 4: - 8'0.3 ~6 - i~" - - - - ~ . Yi n~~ t I ~ ~ N N
0 _ _.-.r-, _ ~ . _ <r~.k - _ _ , _ ~ _ _ , - ~ .r, , - , .
~p - - - ~ © , . - x - . - ~ a ~
J _ ~ - _ . ~ 9 ~ _ ~ ~ ,fie - ``+if F N y 0' r _ : : • ~ r ~ G - v _ ~ >
~ _ RctY - .
. ~,~i ti O _ ~ 0+00 0-50
r? ~ M' 1., .
~ , x , ; , ~ OOD LION COLLECTOR
r a~' . \ - ~I~ ~ ~ ~ Scale: Honz.-1 "-50
~ t - s _ ;I x1~ Vert.-1'=5'
~ ~.\x.,326° - ::~~r •f~,:..~~- w,~~
~ - ° ' SEE PLAN VIEW THIS H p~ ~ G 53 S EET
~ ~ •294: 1" ~ ~ 'i ~ ~ ~ ~ I Q~• o~P' ~
~ ~ Z ti , .L..:~ a O .
v t xo~~ =,:.;-~~3°2034„ ~d ~y , • , , ~ z E , '6~ , 1d
h• ~ r , , for, ~Q t :..9 ° 0~.
SCALE:1°=50• ~P,~~•~~5 - OF ~ ~1 1 ~ S~ ~ ~ hZ ` \~y i Q 11.1 - ,
_ , p
0~ 1 ' ~ , ~ _ w p ro EXIST. GRADE ~t r` _ 1 ~
~ ~ . ~r. _ , - M
~PPRGX. LOCATION OF ~EXIST~ 3.4 X 3.~ BOX CULVERT ~NV. = 205 .2 ~ ~o ~ - N ~ N + ~
~ i j p p o0 ~ O II ~ ~
~ j _ . -_r - - _ _ - _ - . - _ 20651- _ _ . _ . ~ o
i ~ O t- W D z
~ ; ~ I . ` ~ N ~ q I I
_ _ - - - . o, s ~ _ _ - _ - _ _ _ _ _ ~ ~ > , _
~ ~ I ~ ? ~ O > ~w
~OUTNERIJ ~ ~ ~ o ° o ~ ~ < _.r.._ ~ i N _ - N _ rn ~i ~ 2060; _
I ~ _ r ' ~ ~ N II II ! ' , w . _ to . _ . - cn O
-F- r ~ i O ~ N ~ ~ ~ u , II ' . u7 N ~ . ~
' LO TIO F IST . 6 _ _ _ _ - _ X . I ~ 1 CPI ~ _ - ~ _ _ _ II ~
w w ierl i ~ ~ I `E' o Q J : ~ ~ '
Ny N ~ ; w ~ w; EXIST. GRADE' i i ' __.f i _ H, " J i ~ ;2055
~ ~ i r , - ~ ~ ~ i , ai . i.-_.-....... r.. _ o t~ F- CL H - ~ - - w
~ ! . , a " ,
LJ ~ ~ I Q ! XI _.5T. G ADE ;..._2055.. ,.x__._,._ _ ~ q _ d ~ ~ _ _
~ i ~ ~ ~ ~ ~ - - ~ ~ - I ~ - 1P
~ I r i - ~ UACKFILL UNDER EXIST. ~ TOP; OF C.O. IN'V• 2051.00; O a o-•- . r TOP; C.O. 'INV. - 2054.00 ~ 0 E 2050.. _ - - - ~~9
APB _ n.. _ ._~OX CULVERT.WlTH___.__ . ~ _ ROX. COCA ION ~F T'OP C:-0 --IN.V:._-__.~05L:OO _ _ „ ~ APPROX.„ LOCATION ~`-~-----..o , 5~ ° °
EXIST. 2 ~ STEEL WL. ~ ~ EXIST. 2 S 3000 PSI CONC. TEFL W.L. ~ ~ - 205.00 ASSUMED SS SER. INVERT r N
ELEV. NO KNOWN ~ ~ ~ ~ ~ o ' ~ ~ ~ 20490 IASSU[vfED ...S SEP,. INV RT ~ ~ ~ o o~ -2050.-_ _ ; _ .L- _ _ , ' ~ o
~ ~ ~ ~ - F - - ~ i J i .-r'.. I ~ ~ ~ , N __._,-20~~3.~00 _ASSUMED SS SER:- INVERT. . _ _ _ o
f,,, I ~ .4 c ; ' N
_ ' - _.CJ _ , 2045- -
If~V. _ ::2047:1- EXIS • SAND - ~ I E A ~ o 12 DIP ~ 0.22 SLOPE - - r ~ o p z
1~.'6-~IERfFY i ~ ~ I SLOPE o o , 2045 ° cD - ~ _ _ O
OP,E . _ : ---12- DIP 0 47 0 , . rt2"~DiP. 0:47 p- SL _ ~ _ _ . ~ ~ O ~ - - r _00_..._. _ O ~ N ao co _ _ ~y N .
13 ~ ~ N o .r ~ ' ~ I\ , d' p ,,Cj N
~ (D O ~ N ~ to _ ._.Si- _ _ p - ! N 2040. ~ r--_ p Z Z I - - ' N ~
- - I o ~ pI ~ N II NO ~ N ~ II N
~I ~ ~ ~ N N I ~ ~ t Il I~ _ _ _ _ , _ _ _ _ _ _ _ IL i , .2o4a - - _ - - _ I op W O F- it W ;D ~ _ Z N ; _ -
a. , _ u _ _ _ ~ _ u - - W p _ ~ r _ _ - - - _ - II
DOJ ]vZ > >
i ~ ~ ~ 1 _ o z o _r _ - ____~.7 ~....h_ • ~ _ o ~ :v N ; 2035,- -4 ? _ Z z
t - _ r . _ > . _ _ > ZZ 'rno0~ ~ i ; . V? - - . . II Il . - >
Z Z - ~ ' ; 12 DfP ~ 0.277 SLOPE. ~ a ~ Z Z Z _ , d' _
o - _ _ ZZ ~ ~ ' _y_. . _ _ .w_ ~ _ _ _ _ - -
~ N ~u I r ~ ~ I~ - 8 DIP
~ i • N N _ I i_.. - ' -14.39 SLOFE _ z zz ~ I
, ~ _ _
i ~ ~ ~ ~ p Z I Z Z .,..i
~ ~ t_ - ,
i ~ ~ ~ ; i - - - _ _ - - ' ~ ' I ' ~ ZZww ' r ! i
I ~ ~ j - - . - i I ~ ~ ~
` r i i ~ 7 ~ t i I °r°._ - - 00+00 00+50 O1+00 '
~ ~ ~ , ~ ~ I iCr
' ~ ; ~ ' ' , i ~ i o
i ! _ _ _ - _c ` . - ' " ' ' ELKW C~ ' OOD AVENUE C~LLECTOf~
r ~ > E ~ z i • i Scale: Horiz.-1 =50 ~ . W
' Vert.-1 "=5'
i z ~ ~ . ~ ~ ~
Cf)
t ,
+oo os+oo 10+00 11+00 12+00 13+00 14+00 15+00
16+00 17+QO 00 18+00 19+00 p
~3 w
EM P005.TLC-12)2??290510;27:49 AM

TRENCH WIDTH FlLE NAME; MIDDLE BEAVERDAM - DET.DWG PER DETAIL PLOT DATE: 12-21-05
0 ~ ODSTING SqL 1.5' BINMWOUS CONCRETE SURFACE COURSE
FLEXIBLE MANHOLE PIPE EMBEDMENT BUNCOM@F 12, ~ FllIE LOOSE EARTH SAW CUT EXISTING PAVDAENT ~ CCMPACIIA TO 96X OF MAXIMUM
MANHOLE PIPE EMBEDMENT MATERIAL SLEEVE OR MATERIAL , s/e'? LIf71NC BAR (TYP.) LIFTING BAR (TYP.) ~F Cp FROM LARGE CLODS, STONES, DEBRIS LABORATORY DENSITY.
ENTRANCE ~ , JOINT ' , A B a G2 VEGETABLE MAl1ER, OR OTHER --t 4 MIN.(IYP.} F Y ~ • • : ; : ' ; ; OBYECitONAL MATERALS. ExiS11N A ~--BINMINOUS TACK COA1
COVER JER saNlTns 0 t~ SEWER ~ ~ TRENCH BACA6TLL MAl1RUl EXISTING BASE COURSE .i.. 4' OF BITUMWWS CONCRETE COMPACTED TO 85X STANDARD •.;`•t BINDER COURSE IN 1Yr6 2' UFfS
' • • • • • • • •O • • • ' • ' PROCTOR 91 8' LIFTS FOR ROWS ~ ~ , • ~ ' ~ COMPACTED TO 96X OF MA%1MUM 85X IN 12' UFTS FOR EASEMENTS. LABORATORY DENSITY.
Inltr'al backFill s/s•? urcr+c E 5/8'? UFTWG BAR (TYP.) DRY UNDISTURBED IfM11AL BACKFILL
(Lightly Compacted a. . N. C. EARTH SEE TRENCH DETA~S. B' OF A.B.C. COMPACTED 70
COnICRETE ANCHOR BOIS MANHOLE alnta/n Trench width (CRETE ANCHOR BOLTS (IF REQUIRED t00X STANDARD PROCTOR
STEPS to 12' above top :'.......o......... TRENCH BACKFlLL MATERIAL
, uNDISTIJRBED • . ~ of Pape SECTION B-e •_Q• MATCH FRAME iD EwsTTNC TRENCH BACKFILL IN EASEMENTS & RIGHT of WAYS DRY UNDtSNREIED COMPACTED FO 95X STANDARD EARTH PROCTOR IN 6' UF1S. ~ GRADE FOR LANDSCAPED LOCATIONS
18" (MIN,) Z'-0 N ,~1. ° p
• o WITIAL BACKF0.1. SEE 1RFNCH DETAILS.
CAST IRON FRAME & COVE ~ • • ; ° • ~ ~ h ti ~z x/ ~ Yxt/4' BUM
I~.T PAVEMENT REPAIR FOR CITY ROADS
BRICK : % _ ~ U
ADJUSTMENT •a ' o ~ ~ t~RECASt YANHOIE -PRECAST MANHOLE 1HR~ (3) SAW CUT OOSIING PAVEMENT
•~a.~'4 CENTERLJNE OF~ • ; FRAME SET IN NON-ROAD NON-ROADWAY LOCATION
` ' + ~ ' ~ ~ WLET PIPING IS 3 W v ~ a ' 1 ~ IUMINWS TACK COAT
, NOT ALLOWEU IN v ~ ~ p~, ' ~ • EITHER QUADRANT e b ~ ~ 1" MA EXIST( A / /'!`g , r NEW GRAV0. THICKNESS a ..;ice Y OF BITUMINOUS CONCRETE
D'd ADJOINING 1HE MANHOLE ~ ti SHAD. 11E 6` NI EX1S11NC BASE CWRSE .a SURFACE COURSE ' ' ~ COMPACTED TD 96X OF MAx1MUM
~'4 ' Oll1LET. C C ~ ! e Inv, FONT r~ 12 (MAX.) • AVELENT 4-•--•-'~a-=-~T= 1Z (MAX.) tA80RATORY DENSITY.
Pp MANHOLE STEPS a s~ O t _ ' ~ ~-3 LAYERS (YA%. . 8' OF A.B.C. COMPACTED TO ~-3 LAYERS (MAX.) . • r,_._., ~~T:_~.': I OOX STANDARD PROCTOR
a ~ ~ CL 1 EmbedmeR W_ 4i~6i V. ~~i~ 1p .~~r ; ~ w Ma ter/a ~ , ; xxt/+' eurn• Yxt/4' BUTYL
a •a Z C7 Pli£CAST pWg PRDVIDE NEW DRIVEYAY STONE- ~ ~ ~ TRENCH BACKFlLL MATERIAL SIZE SHALL BE CONSISTANT ...::o::.'::. COiaPACIID TO 95% STANDARD
SEE ~ R / A lJ WITH SIZE OF EXISTING STDNE DRY UiiOISTURBED • PROCTOR IN 8' UFfS. EARTH
DETAIL + ~ TYPICAL SEWER TRENCH -PRECAST MANtTOL£ iNI11Al BACKFl(1
"A ~ ~ SECTIONAL PLAN P~ASTMA H Z P4 D.I PIPE SE£ TRENCH DETAILS. TRENCH BACKFlLL MATERIAL
INIMUM ¢ z GROUT FT & LESS ' t M ~ . CUTS COMPACTED 70 95X STANDARD
'-i ° INSICE 2 ROPES JOINT FRAME SET IN ROADWI PROCTOR IN 6' UFTS. IN ROADWAY LOCATION DRY UNDISTUR _ ,
o , Burn ~o. wZ w RUEBER ~T" ~ INrnu eAa~Fltt PRIVATE DRIVE h~dD PARN~~~~G LOT PAVEMENT REPAIR
. a~z ..'a ~ SEALANT NOTE 'uso of euNCOUeE coon SEE TRENCH DETNIS. (IN AREAS OF NCrr-tifJ+VN DUTY TrtA~FlC) I of euNCOMeE CWNTY TO h~Tl:s:
'p ~ ~ _ • ~ ~ , APPEAR ON C044RS ONLY KHEN COVERS ONLY K4iETI THE SEVER TO BE MAtlITAWED BY MSO I. EDGES ARf TO SAVED VATH A CCN(~tET2 SF a' f0 A NEAT SQUARED EDGE, ANO BROOLI® CLEAN OF OUST PRK)R TO APPLICATION Lr TACK COAT.
Wp U U , , • , SYSIEY IS TO BE YA?lTAWED Bl Q '
IB ~ ~w ~ ' ~ nitial backFi!! FLEX LE • oQa I STANDARD MANHOLE MANHOLE .p ~ CLtghtly Compacted) Instal backFill IANHOLE FRAME & COVER GRAVEL SURFACE REPAIR 2 P"~~`NT REPAIR DETAIL FALL dE USL:D FOR ALL &TUtAtNOUS SURFACES WFi;CH ARE NOT UNDER
SLEEVE OR wN , ENTRANCE ~ I » o lLightly Compacted TRENCH BACKFILL GOHTR0. ~ NCGOT.
JOINT ~ DETAIL A PERMANENT PAVEti"~FfJ-~ REPAIR DETAILS
• PIPE EMBEDMENT TRENCH ~ ti Maintain Trench width h{ATERIAL WIDTH e to 12' above top ~ ti Maintain Trench width
2 ~ - ~:I ~ of Plpe v Q to 12' above too
v of Pie W
~ _ ~ ~ ~ ~ ~ p h0 SL7tv1CE TO BE
V ~ ~ ~ W CONNECTED iN THIS QUADRANT • , .
r 6" PIPE EMBEDMENT ~ ~ Oc ~ v {A1ER~AL - C 2 V ~ ~ ~ ~ SECTION C ~ ~ ~ •
~ ~ 'l 12 1Y SEWER SERVCE
UNDISTURBED ~ PIPE EMBEDMENT Pape Inv. 0 a,
MATERIAL SECTION A-A r
CL 1 Embedment W= 5~_P. ~ ~ P/pe Inv, Ma ter! PROPOSED
X67 StoneEmbedment Maters W= 3'-0' ~ •a~~: •a~~ riY••. ~•I CONCRETE ENCASEMENT :ri •~i
k or Wet Soll ~nl t2' (TYP) In Roc y is Y SEWER TRENCH a . ~ . ~ - PLAN
ARD MANHOLE INVERTS ARE PRESrNT ON TH Y SEWER TRENCH T PICAL NOTE: NON-STAND T PICAL • ~w<~ sT:RHCE a 2.oox
PRO~IECT. SEE DETAIL ON THIS SHEET. i 1~' D,I, PIPE 30 D.I, PIPE PROPOSED PROPOSED .::i.:,~_'~4,, ; ; • PROPOSED ~ 12 MIN. (IMP. 7NREE S(DES1 DUCTILE IRON ;..,y,, - '~ti PYC
A CUTS 15 FT & LESS OucnLE IRON CUTS 11 FT & LESS P,~ N ~ CONSTRU:;f SERVICE UNE AT PIPE ~ .sir,. PIPE 3/A Du c~ u.,tt}t uAw
CENTERLINE OF
INLET PIPING IS
NOT ALLOki:D IN EITHER QUADRANT Initial bnckFill .rr • •3• ' 1 '
ADJOINING THE MANHOLE Initial backFi(1 C Lightly Compacted ~ , r• ~ y•
OUTLET. C Lightly Compacted ) Maintain Trench width uareH F MATCH PIPE INVERTS FLEXIBLE TRANSIt10N COUPLING FOR
~ Maintain Trench wrath ~ to 12 above top D.1. PIPE TO PVC PIPE PIPE 0.0. + 24 •
' m to 12' above top ~ , of Pipe ~k5,-~'• ; ~ of Pie + 'w .y ---SEWER R18 p Q SECTION TRANSITION COUPLING
v DIA AL PIPES SERVICE CONNECTIONS DISSIMILAR MATER(
r' . • n, AT MANHOLES
i \ • ~ • ~ y ~ 3 ~ V ~ COUNI COUNTERSUNK PLUG
r
~ W MANHOLE ' fir' / 3 ~ 3 ' Z 1
STEPS----_-__..' ~ , ~ L ti ~ cti
• . Plpe Inv,
- Pipe Inv, . ' m edment Ma teri _ ton b S eE ~ 7 MA%. UNLESS OTHERYASE INaCA
X67 FORMED CLASS ~ •,6 • X67 Stonefmbedment Ma teri W= p -p ~ In Rock or Wet Sol! only 0 COUNTERSUNi( PYC PLUG ,
B CONCRETT: ~ . - In Rock or Wet So.( Only = 2' MIN.
' ,y 's 1
s" MIN. TYPICAL SEWER TRENCH • - - ~ TYPICAL SEWER TRENCH . ,f r
' ,I PIPE 8 4 & 6 D,I, PlPE ' CLEANOUT BOx
~ = r CUTS 20 FT & L ESS 1 3/ ' wstulfn oN o' of o ~-~tANEIOLE INVERT MATCH PIPE INVERT IN & OUT COMPACTED PIPE W v
~ CUTS 32 Fl; & LESS 6' pAB~IENT EL~DIIQii MATERIALS j Z
1. A80VE TRENCFI ARE FOR TRENCH INSTALLATIONS ONLY. SEWER INSTALLED IN • POSITIVE OR NEGATIVE PROJECTING LAYING CONDITIONS REQUIRE SPECAL DESIGN MAIiRIA1 ~ ~ PROVIDE DUCTILE IRON W1E FOR ~ o
`s COIvCRcTE FGRfdED .:w.~G ' ~ AND SUBMITTAL OF DESIGN DATA 8Y THE ENGINEER, . • x•• TO PIPE SPRINGLINE W-UNE wYE PVC OR DUC11tE IRON IAIIRAL PIPE.- . I
_ 2 NO BOULDERS OR STONES IN EXCESS OF 4" WILL BE USED IN INITIAL BACKFILh M BEFJD SEWER UTFRAI. CONSTRUCTED
° ' ° A • 3. EMBEDMENT MATERIALS sHALL BE CLASS I PIPE EMBEDMENT MATERIAL, SELECT ~ N.T.S. + ~ 'p. , °a BACKFlLL MATERIAL SHALL BE AS SPECIFIED. AT 2X GRADE IANiFSS
+ ~ ~ " AN AR PIPE SIZES GREATER THAN THOSE SHOWN CNd THE 1RENCH e , • • ° . BACKFILL IN 12 LIFTS do COMPACT TO 92X ST D D. 4. DEPTHS OF CUT OR 01}iERWSE WdCAIID.
PLAN BAC~(FlLL IN 6" LIFTS do COMPACT TO 95x STANDARp DETAILS REQUIRE SPECIAL DESIGN AND SUBMITTAL OF DESIGN DATA BY THE • SECTIONAL ENGINEER.
, • WHEN IN PAVED AREAS OR ON ROADWAY SHOULDERS. NOTE: . 4 , ,I ~ NOTE: CLEANOUT 80X SHALL BE o 0 0 0 °ooo°oop0°°p0oppp0op0°ooo°oop0o°oo
UNDISTURBED EARTH A CAST IRON VALVE BOX o°p°o°°°0pp0 p0 p0 CONNECT TD F~OSIING SEWER ~ ! AS MANUFACTURED BY o° SERVT~ IMTH APPROVED I ~ ~
+ •A ~ „ PAVEMENT RESURFAGNG BID ITEM 5fE SPECS. R SSELL FOUNDRY, OPEIUKA oo U o Z CDUPLFIC OR NSTALL PLUG G - 2'. ?alr3ltili7A~• FOUNDRY, OR EQUAL o 0 0° ~ FOR FUTURE SQtNCE. ~ a •
Vie: MANHOLE STEPS ~ , PAVEMENT REPLACEMENT BID ITEM SEE SPECS. 0°p 0°°O ~ o°ep0c °oo°o WHEN REQUIRED BACXFlAw
° CL ~ ~ AP R A N O U T BOX °op0o° °o°°°° VALVIS SHALL BE 41STAl1.ED GH I CLE n~- UNDS1URBED EARTH POR Oh U uTT7U1 IIAAVTANEO BY PROPERTY OTHER.
~ DROP CONNECTIONS NOT OR DIRECTED ,•4 FLEXiPLE ~ALL01i'ED ON SEWERS LARGER ~ BY ENGINEER
;aA~dh,;,.E i w SLI=EVE OR TIiAT 15" DIA. PROVIDE S10FE BEDDING UNDER
~ ~ T 2"" OF BITUMINOUS SURFACE COURSE IF ENTRANCE p,(•L PIPING OF DROP SAW CUT EXISTING PAVEMEN ' JOINT BY NCDOT COMPACTED TO 9fiX OF MAXfb 'ACE COURSE IF REQUIRED W''E (012 TAP°'"G SADDLE) PV>r REQUIRES I#IIDING 5 TA N D A R D MANHOLE i N VE R T '0 9fiX OF MAXIMUM eEND LL IFNGTH OF SERVCE TRENCH SHALL
STANDARD FEATURE SHALL BE D.I.P. ~ LABORATORY DENSITY. MANHOLE , OR C-900 PLASTIC PIPE BE COMPACIID W 6' UfES NOTES:
~ ' • ` IF SEIYER PIPE INTO DROP+ 1. W^i£ CCNNEC1101IS ARE STANDARD FOR NE"N SEWER MAIN CONSTRUCTION.
•°,i• U ~ IS D.LP.- DROP SHALL 6' 6' INIITAL SUS TACK COAT 2 FOR EXISTING MAWS (12' aT SMA1LQt) vk#RE wYES ARE NOT AVAILABLE A SEWER TAP SHALL BE MISTALLID BY MSD PERSONAEL
• BE D.I.P. MIN. (MIN,) ACKFILL EXISTING PAVEMENT i- BITUMINOUS TACK COAT ww ( ) T B ' z PIPE SPRING IJNE 4 OF BITUMINOUS CON( a z EXISTING BASE COURSE ' • : - ~ = 81NDER COURSE IN TWO N.T.S. ITUMINOUS CONCRETE
BOURSE IN TWO 2' LIFTS a FORCE MAINS CARRNG DOMESTIC WASTEWATER FRDM SANITARY AXIMUM ~~`E~CRAN~TY SER ~ LWE PROVIDED THAT GRAw~FlAw
o~ COMPACTED TO 96X MA) 6" LABC>RATORY OEN5ITY. , , iE0 TO 96X M TO A ; u 'DRY DENSITY. HALL BE uAiNTA/NED DuRIhG PROPO~ MA,uuuu aSC1iARCE RATE
~ o ' • + ova µ PIPE (ABC STONE BID FOR 1HE CPoNDER OR EF111JETIT PUMP(S).
a~Q ~ EMBEDMENT / / / ~ ITEM SEE SPECS. .B.C. COMPACTED TO ICE
o w~ ' ~ MATERIAL 8 OF A.B.C. COMPACTS( ~ o . 1001° STANDARD PROCTC ' NDARD PROCTOR SANITARY SEWER SERV A
15 DIA. AND LES ~ • . ; ~ TRENCH FOR PVC PIPE ~ UNDISTURBED =TS.
~ii. :o 1RENCH BAGCFlLL MATEf MIN. , ; NOT TO SCALE COMPACTED TO 95X STI BACKFlLL MATERIAL
2" ' • FORMED CLASS 8 CONCRETE . • . , + - , PROCTOR IN 6" LIFTS. TED TO 95X STANDARD R IN 6' LIFTS.
• DRY UNDISTURBED NOTES: • .o „~,,'..'"°'i EARTH INITIAL BACKFlLL
. • ' + ' a • ' j • ~ , ~ ~ • ~ 1. PVC PIPES REQUIRE 7 WASHED STONE PIPE EMBEDMENT MATERIALS. dACKFlIL -
+ • : + , . ° • • ~ + ~ : + ~ • • 2. WHEN TRENCH 15 SUBJECT TO INUNDAl10N, EMBEDMENT MATERIALS MUST EXTEND SEE TRENCH DETAILS. r x:' 6" PIPE EMB@MENT TO TOP C?F PIPE. :NCH DETAILS. ~ _ _ _ - . _ _ . ~ 7 . ~ _ - - _ c} ~t~~l~ eve el ~ e is ric _ 1 e10
~~j x ~ . , ,\;.'1 ~1~N;c~~ MATERIAL 3. NO BOULDERS OR STONES IMLL BE USED IN INTIAL BACKFILL. ~y SEWER - - F ~ _ _ - ~ ~~P . qG _ _ _ _ - - - -
4. THIS DETAIL IS VALID FOR PVC SEWER PIPE INSTALLED AT DEPTHS OF UP TO 2O FEET. - - OLIII
5. PVC PIPE NOT ALLOWED 1NTH LESS THAN 3~-0" COVER. UNDISTURBED o - r. r. - -
DROP MANHOLE CONNECTION NOT PERMITTED W C~ - _ - _ _ - b{.c J . _ _ _ _ - V J~u -'1 ~ _ _ _ ~.A~ ~ nnlnni ~ I~~~v~~DN~v1 CREEK
ccr,~rln~l FcR sE'r,'Er~s ovER 15;~ GRADE ~ Cr1D t~!(''C1(1T C~(1~r1C - _ -
wJ L v I I V i v ti t 1 1 ? iwr ? \r/ ¦ ¦ ¦ w¦• • CON-NECTION N.T.S. N.T.S.
i - - - E
Y~ STANDARD MSD SEWER DETAILS
NOTES. 1. EDGES ARE TO SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE, AND BROOI 0 b p DGE. AND GROOMED ke
N.T.S. CLEAN OF DUST PRIOR TO APPLICATION OF TACK COAT. COuNTY,NO4t DRAWN. BDP/ON UATE: DEC., 05 JOB: 2002057
2 THIS DETAIL SHALL BE USED ON NORTH FORK RD.. MONTREAT RD, HIAWASEE AVE. ANI MASEE AVE. AND / - = APPROVED: W.P.C. ~15CAll : NOTED SHT: 6 OF 6
WALKER COVE RD.
e;>
EMP006.TLC-1 212212005 102T49 AM

M~~ l1 ~ ICI B PROJECT SIC). 200
D
~o~\\~~.1 ScWFRq~o/
~'~~Nh ~ WA7 ' . 4~Et(~AHD ST ER U~~f i ~x.
~V4T~ g~,C, ,
~Q° 9
n

m Q Q
G 2
PROJECT SITE
GENERAL NOTES: ~6F ' ~ GP
~~~NTY,N~R~
The Contractor shall locate and expose all utilities to be
connected sufficiently ahead of schedule to allow
redesign by the Engineer if such utilities are found to
be different than shown on these plans.
The Contractor shall protect all utilities and other INDEX OF DRAWING S ~ ~ I d ~
M ~ a 0 ~ _ N o
improvements shown on these plans and all other utilities 2 c ~ F~ e q , ~ k~
and other improvements not shown. The Contractor shall SHEET N?, DESCRIPTION ~ ~ Q- ~t T ~
a~ , P" d o-
assume all responsibility for repairs of utilities and e~ ~Q ~J ~
improvements damaged during construction and shall 1 INDEX ?F DRAWIP:~S AND L~CATI?N MAP MAP e ~
o a L ~
maintain sufficient protection to all utilities required to 2 ER~SI~N CONTROL PLAN 0
protect them from damage and to protect the public 3 SANITARY SEWEf2 REHABILITATION PLAN & P LAN & PROFILE >
Q ~ L
during construction. 4 SANITARY SEWER REHAEILITATION PLAN & P LAN & PR~FIL ~ ~ ~ E st Hlgh ~ p ~
5 SANITARY SEWEF? REHABILITATION PLAN & P a i
The Contractor shall verify the location of all 6 STANDARD MSD SEWER DETAILS LAN & PREFILE o o ~ 3 ~ flkaQ~e ^n 0
Jon s St ~
underground utilities prior to the start of construction. > z Q Q
> r0 f~; D
> ¢ C ~ ~ th Q a p N Rid
Complete "As-Built" information relating to locations of ~ o L -N c0 9P Dr
service wyes, clean-outs etc. shall be recorded ~ ~ q ~ ~ o x L ~
~ t v ~ d
accurately by the Contractor and the information a a S ~ ~ ~ h ~
submitted to tiie Engineer prior to approval of all lines. ~ c ~ ~ p cn _ ! Alle yarn a
~ Q 3
9P v S a~tey
All work shall conform to current public sewer standards of the pQr k Valley '
Metropolitan Sev~erage District of Buncombe County
A
C Rn. A
F
FILE NAME, BEAVERDAMCOV,DWG p, C i LOT DATEi 12-21-05
EMP001.TLC-1 212212005 10'34,27 AM

r ~
ra 3. o O L I'1 vJ N
V W O~ N ~ N
DE RIP-RA 4 PROM 3' ~ z W EARTH BERM (,~,j o z
FACE OF RIP-RAP SHALL NOT U~ ~ ~ N SHALL NOT EXTEND ~ -r--- ~ ~
~i~l PR CTION ~ ; RAM BANK OTE ST E OUT INTO THE RIVER OR STRE ~ ~ f ER OR STREAM Q
BEYOND ORIGINAL BANK. RIP-I BANK. R P-R -.:,.:..:..~r~ 1 ~ 3 W I AP 2 Exrsr. ~
r ,~Y. _ MAY BE TERMINATED AT SOME ~ ~ D 1 1 ~ ~ :D AT SOME POINT GRADE ~ RESTORE TO PRE- SCOPE=1.0~ ~q Q
~ `r f,. ' ~ ~ ' . P R OVI T BELOW TOP OF BANK AT THE E SI FE L NCING 1NK AT THE Q CONSTRUCTION ELEVATIONS Cd t~
` ~ DISCRETION OF THE ENGINEER. ~ v r ~ „ E ENGINEER. BANK o. O
~ ~ , ~ _ , ~ ~ ~ ~ ~ SHALL BE COVERED WITH EXC f ~ 1.. D WITH "EXCELSIOR" ~ FABRIC ~
~,1' ~ : , AND RE-VEGITATED ABOVE THA G0. S A V RIP-RAP 67 CRUSHED STONE Ir BO E THAT LEVEL ~ , 1 " 2 THICK W o °
,,,i/ "mil I Y - l''( ~ fz ~
~ ~ ~ CLASS l1 w U~ W ~ rl ~ W z
{ ,F a - ~ ~ RIP-RAP ~ . r ; _ .;.i ~ 4P ~ V ° 4' w
, ~ti, ~ ' EARTH FILL Cd ~ W W t±' a ~ o ~
i O 1' ~
L%~ p ~ W
% .r FILTER-FABRIC _ ~ ~ -~r a ~
. ~ ~...-r _ - , y. ~ ; ~ Y' ~ _ f - 1 t 4. f NOTE: CONSTRUCT RIP-RAP ~ ~ Z a: IT H F ' ` ~ ~ ~ ° 3 67 CRUSHED STONE D C ROM SEDIMENT r~.r,, ~ ~
..n, .M - „ r - 1 r ~ ~ CONCRETE ENCASEMENT EXTENDED ON UPSTREAM FACE TO RECEIVING STREAM Z m
i~ ' . ~ ~Q'~t TOWN OF WOODFIN µ ~ ~ ~ r . ~ Q o TO TOP OF STREAMBANK EACH CLASS TRIP-RAP „ ~
WATER BOOSTER , , a . k ~'l / ';k, ~ ` PUMP STATION • ~-a SIDE OF STREAM ~ ~ a a
,y~, ,,5 - ~ ,w' ~d~ ~ f I ''X~ Fp. ~F;r V' ~ ~ ' w' ?OS1.~ / ~ k ~ TE MPORARY SEDIMENT TRAP DIMENSIONS o Q
r ~ - ~ / ~ w- . ~ ` ~ ~ ~ ~ BANK PROTECTION Al PUMP SIZE LENGTH (L) w/DTH (W) DEPTH (D)
i:~ ~ ~ ~ x _ ~ ' I i L ~ ~ _ ~i4 _ ~ • _ \ 1 i~ A , . CTION AT STREAM RIVER CROSSINGS 3" ?D' 10'
~,;c; , i 25'- PERMANENT. A EN ~ / rJ 5(1'-4; CONSTR~IC AS ~dtr, r / ~ / . ~v.~ 'w - \ Ott ~ ~ ,?~N
/y, i y .'t i f ~ F}'. t~ ~ ~ y' - . i _ 1 14d$. p• ? .fir X \ ~ Y N.T.S. 6" 30' 20' "'",ti 0 4
•K i ,4 1, ~ . ~~.=J ~~rz... ~ ~ _ ~ us;V
a \ 4' -
~ t I ~ ~ ; 't X~. ~ _ yti= < Cif ~ I ~ ~ ' ~ ~ - I - - TEMPORARY SEDIMENT TRAP ~
t ~ _ I R ~ . , ~ - ~ , t- ~ ~ ~ 'i 5 i i bj ~j 1. ~ ! \ , ~w i t l . , r v. r~ N.T.S. ~
~ - - r ~ i r 1 i , 1 ,
, t r \ .o L JJ~~ aa v, ~ ryry S11f •ti•
, - Q _ _ _ ~ ~ ~~c' ~ ~ ,>~a
~ ~ . , .x- ~ ~ .,.,.t... . . -
i ~ \ \ 'cam r ~ ~ - 0 "4
1 ~ ~ ~ - \ ` . \ \ - 6" ~ Q
4 r ~ Q _ \ _ , ; ~ a PROVID I E S ~T FENCIN G
_ . ~a~.
.
_ , ~ ,
- ot~ riaus~ ~Wis - Z`~~ , PROVID SIT ~ E ~ F N E CNG ,w » 6 GRA I/EL
~ ~ ~ FF°2ofb.7 .A _ 'a~ -t _ .
Mfr. \ 'i, ~ ~ _ ~ BEDDING w ,
,
, ~ . ~?a A- ~ `y,y . \
l ~ ~ - Z ~
1, FILTER FABRIC SHALL BE TREVIRA SPUNBOND TYPE 1125 AS MANUFACTURED BY HOECHST ~ --r- - ' ~ ~-r ~ ~ ~ - Q
CELANESE OR APPROVED EQUAL AND SHALL H~JE A ~.11N. TENSILE STRENGTH OF 200 POUNDS. ~ ~ CRASS <y SEC 1 I DN a o ,4 ~
~ \ PUNCTURE STRENGTH SHALL BE A MINIMUM OF 90 POUNDS. ~ , ~ ~ - w o GUARDED RIP-RAP ~ - ~ ~ ~ w. , W
2. 51LT FENCE SHALL BE WOVEN POLYPRQPYLENE FABRIC 36 WIDE. GRAB STRENGTH SHALL BE . _ ~<,T_ , _ , ~ \ W~ WASH-STONE FACE ° w 1,'~i~~ I.L.
120 LBS., ELONGATION 20%, TRAP TEAR STRENGTH 85 LBS,, BURST STRENGTH 250 PSI., UV ~ ~ ~ ' ~ ~ ~ h _
RE IS ANCE 00~ AND SLURRY FLOW RAE .5 GPM FT. S T T O ~ ~ -
_ l ~ FLOW -i- 2:1 24
S nthetic Fabric Silt Fence ~ ~ - Y k
'2t. \ / .X
Stee( Or Wooden Post . ~ - Set Min. 18 Into Ground ~ ~ 1 ' . \ \ ~ ~
And 8' Between P 1 OBTAIN LAND DISTURBANCE PERMIT BY MSD osts ~ ~ \ ~ ~ x~ Yom. 0 I
l v~, t .y Z ~
2 INSTALL CONSTRUCTION ENTRANCES AS NEEDED. (TYP.) x A A ` ~ ,
3 INSTALL EROSION CONTROL FEATURES AS CLEARING A A ~ ~ . ROCK CHECK DAM
PROGRESSES. ~ , ~ , , ~ ~ ~ -0. S UC110N EASEMENT _ ` 2a'rA-P~k11r~NfNT EASEMENT
4 P OV1DE T MPORA Y S D IF CL RING IS MORE R E R EE ING EA ~ ~ N.T.S. * ~ A
THAN 30 DAYS AHEAD OF PIPELINE CONSI~RUCTION. . ~ ~
5 FINE GRADE, SEED AND MULCH IMMEDIATELY BEHIND \ d ~ o
PIP INE CONSTRUCTION. ~ - EL
6 MAINTAIN EROSION CONTROL FEATURES IN GOOD WORKING `
ORDER UNTIL SITE IS STABILIZED. Notes \ ,'1 ( Y ~ m.
1) Ensure that the height of the sediment 7 THE LOCATION OF EROSION CONTROL FEATURES SHOWN fence does not exceed 18 obove the rand ~ ~ ` 4~' 1` . ~ ~-so6a~
0 ON THE PLANS AND DESCRIBED IN THE SPECIFICATIONS surface. (Hi her fence moy impound voumes ~
IS SUBJECT TQ FIELD iv10DIFICATION TO PROVIDE THE A of water su flcient to cause failure of the structure.) ~ - - . t
MOST EFFICIENT EROSION CONTROL PLAN.
S nthetic Fabric 2) Support standard strength filter fabric by wire mesh ~ i
8 i N CONTRO FEf;TUR S MAY REMOVED AFTER fastened securely to the upslope side of the osts using EROS 0 L E BE S~It Fence „ P PERMANENT VEGETATION IS ESTABLISHED AND THE SITE heavy duty wire staples at least 1 long, or tie wars. ~~`t ~ ~
Post Wire mesh support Extend the wire mesh support to the bottom of the trench. IS STABILIZED. (See note #2) Use wire fence with a min. 14 gauge and a max. mesh
spacing of 6 . 'i: i ~ 1
,0~ R~~ 3) Do not attach filter fabric to existing trees. P R 0 VI D E S l iF~4061.9' r ~ ~ \
L1 Ground ~°W ~E SILT FEN N , , ~ CI G ~ gyp' ~r'--
~ ~ Y 't L
1 ALL EROSION CONTROL MEASURES SHALL BE CHECKED FOR STABILITY „ 8 k ~ ~ i s 1., . ~ ix-. o ~ ~ ~
AND OPERATION FOLLOW-DING EVERY RUNOFF PRODUCING RAINFALL BUT ~ A~ y ~ '~J `1' ' ~t ~j. ~ X' ' ~ / a0.f~
IN NO CASE LESS THAN ONCE A WEEK. ANY NEEDED REPAIRS WILL BE d C.O. ~
„ oa k Set 8 R t .
MADE IMMEDIATELY TO MAI~dTAIN ALL PRACTICES AS DESIGNED. ~c into Trench ~ Ub ~ 5 t+.~ ~ ~ ' ~ ~
P ~ 2 s. 2 SEDIMENT WILL BE REMOVED WHEN DEEMED NECESSARY BY THE SECTION A-A ~ I
yi,~
ENGINEER. ~ ~ _ w DE SILT F N IN E C G \ _
3 ALL SEEDED AREAS WILL BE FERTILIZED AND RESEEDED AS NECESSARY, STANDARD SILT FENCE ~ ; ~ .a c.a , \ y.~~
AND MULCHED AS SPECIFIED. ~ ~t ~ I ; . ~ w _ IJ~U 1~, \
N.T.S. ~c \ a
~ w
1 , y'ti Vii: y{~ . \ - 4 \
1~. ~ ~ ' ~ - ,
\ ~ ~ C ~ \ J. ~ ~yy
SILT FENCE k k \ ~
~ t~ ~ -r
\ , xx
RIP-RAP STREAM PROTECTION t \ _ _ _ .
GRAVEL CONSTRUCTION ENTRANCE \ ~ ~ w DANCE „ , _ , ~icr
NATURAL PLANTINGS FOR ~ ~t \ w _ S . ; ~ . ~ - ~ ~ ~ 0
STREAM BANK PROTECTION ~ N. T S ~ _ n~n \ .~s ~ - ~ c~
\ ~ _ . . ;
1.`nt~
OPEN CUT SEWER LINE CONST. CI-tVJIVIV UVN I I-tUL t'LHN
a PROVIDE RIP-RAP
SCALE ~ 1" = 60' STREAMANK PROTECTION cf)
EXISTING GROUND CONTOUR
7 / ~ ~ ~d~b13W
E M P002.TLC -12!22!2005 1027:49 AM

a ~~~6 5 1 S y ~ ~ E
~~b1 YJ , e 1g Q+~ . . ~ 4th 06 br0 91~ ~ QQ Q F ~5~~ ~
1 0. 9 O' ~ ,1 Ci y1P~ 2~ 91 0~ 3~ 5G y , ii t~ ~ 91 ,V 1 • PP F~C~ GG
~ 1 ~ • f p• ~ g~ 00 ~ P 5 QG 1 gP p ~ G. ~ Q ~ ~ 6~ a`e W N o ~ V 3 O 0 yip c,~• F. 11 ~ a ~ I-~ o
5 F5 H T4 , 0 F fie, o 0 0 3~ xa ° a~,a 1~ a ' o ~p Z W N
d, ~ f xg G ~ 0• ~0 ~1 ~0 ~9 , P _ g - ~ ~ya~,5
~f ~ , P S 0g p~ _ _ -o-._:.._ 1.:,.. ~ ~u.c, .vT~':-------~~ ~A• ~ ° vii =
: _ ~q,.,, ti"~``' =Y - 0 yds._ ,..,n, Q~ ~P• F. ~ _ -
4 .T - m•- fi i f _ g'~ 0 - - - ~ - • -
_ tii ~ _ Q 0~ , ~ ~ w 1 - ~ 4,, rr ~ . . _ - • •
- .
~ ti _w 44. - G _ C v ry~
• ~ , J~, i x ~ ~ . 'k- ._g P - W ~ VAN w-~- , ~ . . • - mac. . - - - • . 4 e'(P S ' LL - P.
_ ~ ~ f ~ _ RIM _ _ g~ ray . ~ , x.,~,~, ,v 5o Q -ME - _ P ~ •
_ "o F. JG ;kit Qs• :t~• ~ w Z .
- ~ '\t ~ ' .3s ' a : ' ' FF=2046.2 JU 1 ~ h ~1 ~J~^... „i.,n - . • • .
, • - ,_x r _ _ r"e, :~.QR ~ °.p~• r1r~r a , 5~~~~ .6~~ c ..~cx. w ~ a v
159: ~Y1;.. 9 ~ U ~ J~ o ~ ~ w w _
.'r r /1
: , 1 ` / 4 o . S 54.19- ~ ~ •c ~ •y ~ W r~-...,:: 4457' ~ ~ ~ ~,e o~ 1y~ ti . ~ l ~ 4-~
/ ~p a9 _ ~ 9 ~ t off' 09~. ~z ~
r`f ~ ~t••' 9 ! ~ rte, t ~ 9 ' .C`, y a. q
~,r { 1 ~ ~ 159 ~ , , p E ~ to ~ `5 G . ~ ~~Q ~ ~
: 5, / ~ ~ ~ - _ _ , ~ ~ `til _ - F ~ z - t...
G , o - ~ qq . a a - - ~ 1 d
~t ~ ~ -a. s- d 1 ~P' .r _ • ~ $ ~ o ~ a Z
~ ~ ~ ~ 2. 0 ~ o , ; c,PO~ ; ._.r , : _ ~ ~ sue---, _ . 3 .~o ~ - ~y~- S v2 ~ -
s ~ - - ~...,,.,,,r,..,, ' - - _ - _ • . E ~ _ s _ _ _ .
- ~ tip..- ~ ~ F ~ ~a.• , _
1 - - _ - _ • _ - . ~ - Ol .
f,. Q 5 6 . 3 ~ ~ ~x ~ !2~ - 09 G•, ~r„ r^ ~ ~ - ~ ~9G, ~ ~ 1 PO ~ ~ ~ 0: 0 ~ yyy0°~,~1 G ~P. ~P. ,~P•~a. 'v.. ~ , p1Y' G. ~ ze N
r x ~ ~ ~0 r ~ , ~ _ ~e~ e
~ ~ R~ ~ti ~o P i P - TBM LOCATIC - LOCATION DESCRIPTION ELEV. ~ G -1 ~ ~ ~ ~ s Q - - ~ ~ ~
~ _ ~ r ~ r ~ t ~ / 'S ~ ~ , 7 / ~ ~ t ~ P - - _ 1 S A. 3+05, MAI , MAIN UNE ~,i,ypk ~ ~ 'f
PT R f r~ 1 ~ .r ~ ~0 ~ o OP ~ _ ~ G ~ . g ~ 25 RT. ! ~ t7 ` ~tr~ r, W ~ L \ RT. R/R SPIKE IN POWER POLE 2044.60 J , tio"" - ~ ~o GUTTER SPIKE "22-2" ~
~ / ~ t ~ 5 ~ - 5 ~ - ~E 5 STA. = 1+1 ET 9.8 F ~S ;,e , ~ Ott v' ~ t 2 cf~ ~ - ~ - A. = 1+19.81 S.BVRDM. ,I. .~'i'M _ F N 706,829.70 a
ac 7%, p G ~ ~ Q p~,. ` yE~ @ PROP. MH ? jt? r r ~j~I .'Y: ~ c'C' Q ~a / 0 PROP. MH ? 2043.89 ~ ~ l~~ `~,RS E 936.733.30 ; : .p~- ~
,t , to 6 . ~ .0 •(S G ~ Q E ~ U EP ~ x6 • ~ 1g' , a GUTTER SPIKE "24-
r ~ ~ ~ 5 1 STA 8+04 MAIN C, , a ~ '1 0`I' _ ~ ~ ~ ~t O ~ P~ 2 3 ~ ~ y 0~~' - E5 G'~ 0. 13' LT. A. =8104 MAIN UNE 22 ~ ~32 , ~ ~ ~`"~~,Q o LT. N 706,743.50 2054.42 ~ y,,. 6 ~ „cn
1'.'r~~ ~ ~t'i' ~ n+~' rq ~ ~ ~ 0 E 937.060.42 1
t. G - ~ i r,~~ . ~ ~ / Q. ~P' 0'S ,i!`~~ PUR TRACK ~ ~ o a o• ~ GUTTER SPIKE "25-24" .yx°'•~c.~ ~N ~ ~ \ - A. = 12+10 MAIN UNE N 706.572.62 2053.16 0 0~
j ~ , p,''r ~ 6 . ~5' G ~Q pQ' 4 STA. - 12+10 MAI Y, / t ` E 937,396.57 SAP ~
L I v i \ Y. / fps ~ k C ~~P ~1~ P ~ ~ ~ - ~ P• 6 ag • PK NAIL ~ G ~ ' ,
~t,~,' ~ .I t t t~ , t, P P~ toy' ~ 0 ~l„ r' v ~ ~ ,r, ~t, ~ ~ 0O S STA. = 17+38 MAI ~ ~ ; ~ ~ I' ~tl rQ~• OAF ~Pg9o' 0~~ 22' RT. 4. 17+38 MAIN UNE 0 ,182.30 yt~' 2055.31 GO~~, CA a6 -.k1
` x~' ~'t' g ~ e . ~ J ' RT. E 937,732.06 6 QO' S x4,• ` ,
';i' ` ~ fit', / ~ ~ r , ~ S . _ . . BENCH IN POWER POLE g• ~~y. Q~ 1 ~ , . _
0 ~M-- 2J ~ ~ t ~ r 6 STA. = 17+58 MAI 4. = 17+58 MAIN UNE N 706,163.95 2055.96 P 5 ~ _ ~ ~ RT. E 937,742.73 g9• ~~0•~ ~1 Q~•O~P'
to u,, ~ y i V ~ o `
t '~0~~, 0 ~ 125 RT. OF STA. 1~ f - ~ ~ ~ ELK m 'Q ~ ~ y~4.00 WOOD AVE. COIJ ' RT. OF 0P QG~ 9 6 1., _ . z STA. 1+80.64 CONC. R-O-W MONUMENT ~;joA ` o WOOD AVE. COU.ECTOR N 705,810.34 2057.42 9 0 2 ,•y0 ~ Z
`1', ~ ~ MAIN TRACK `t , ~ SOP NOTE. STA. 3+62, 40 RT (ACROSS STREET) 0 Q • 1~ ROSS STREET) E 937,982.23 PaOF ~,0 a _O
~ , ~ ~ , ~ P 00 REMOVE EXIST. PIPE AND 1~a 0`' ~ (n ~0 9 OQ ~p N -
:J ~ ~ ~ 0 Ox ~ PIERS. (LUMP SUM PAY t IN Q~ Q 0 w > / ~ oW
~ , ~ ~ 0% ~e
~ _ ' SCALE 1 , t - „ ~ 1gy, G~ 0~J 1`'0•
d i ~ , ~P~ QG• X00 2~B '
~ ~ ~ i F E - 0.1
I , ! ~ ~ - - - - 0
It ' ~ NOTE: EXACT LOCATION OF EXIST. 8 SEWER I NOTE: T ` ~ ~ 8 2 AND T S A. + S A. _ o Z >TA. 9+00 REMOVE AND ,
9+001 FROM STA. 02+67.79 TO STA. 06+34.11 IS DISPOSE OF ABANDONED BUILDIN
r ~ I ~ I ~ NOT KNOWN. I ~ ~ ~ ~ LUMP SUM PAY ITEM ED B ILDIN U GS OFFSITE.
i rt- ~ - _
o' • _ _ • - _ . o _ .
' ! 1 . 1 i - N Rj cD c0 ~ •
i ~ 1 ~ ~ ~ ~ ~ ~ : ~ ~ ~ r ' p O O O ~ ~ ~
4 r ~ ~ ! . ~ N ~ ' N I~ O + 0~
C ~ ! f ( : i : _ ....2066-~ ~ - - _ - , i f ~ a.-. • ~'~II N II +N .
o ~ it i I - - . , . ~ ~ r i ~ ~ , ~ ~ ~
- ~ ~ ~ p ` ~ I ~ ~ Q J - -
i I F I APROXIMATE LOCATION OF EXIST. ~ W ~ -i f-
I W UNDERGROUND ELEC. Q. 0_' ~ w r I O
I ~ ~ o I cps ...2055._.... _u , . 1 _ O
APROXIMATE I.OCA110N OF XIST. ~ Q _ ,d. - - UNDERGROUND ELEC. ' - - - ~ - - . 0~ ,
W - - ' 00 Q ~ ~ ~ 1 .1 i Nto ~ i ~ Ntfl
d'~ t*O N~ -~N ~
O II ~ N ~ N , ; I I ~ pp ~ ~ ~ (0 ~ ' O II
~ ~ ; ~ t` N > p II ~ o ik ~ °0 III + rn .,,I
. _i~ • Q ~ O 2050 _ - . _ _ = i- ~ ~ cD ~7 , O - O II Q > J I _ _ - - _ - _ w
~[J 1 ~ N !n Q > Q I - ~ - ~t J
~ O I ~ d' to `t 1 ~ ~ + ~ , d F' ~ ~ W I~- ~ i O N ~ GO o O ~ .N ~ ~ N II m - O ~ W ~ ~ ~ ~ Vi W ~ J 0_ i h- ~ (n w O
Q. - p II T O Q . 0_ ~ U Il ~
p CJ O II ~ 4 d. f•- ~ ~ O O II O ~ ~ I- p_ E- , p U.. F --1
-2045.. ~ _ _ _ t.._ d _ _ • . . _ . - ~ - . - _ __.UJ _W _ : J _ - t. ~ Q _ _ _ . _ _ " , 30 DIP ®0.10 30" OIP ~ (,.11~ ,
tl.l Q J '1- ~ ' . 0_ ~ ~ _ _ . - - - > I. : W O : i _ _ _ c CLASS 1a0 - _ _ . ,,LA.,S 1'50 i _ - ~ ~ -
~ (n ~ ~ ~ d ~ - p ~ , ~ • D- ~ ~ ~ - ~ i ~ nn
O ~ ' ~r 0.75% ~
0 ~ • .1 30 DIR ® ~ ~ . ~ - -
30 DIR _ _ - _ ~ _ . _ DIP ®0.31 2040 ~ I 30_ .DIP ®1.01 ` . ;CLASS r _ - _ - 30' DIR ®0.52% ASS 150 ~ N ~ ~ CL ~ ; w w ASS 150: o > > I CL o N ~
i 1.8~% LA 1 S a 30 DI 0 _ -C SS 50- .5%; i S15 _ " Ip ®0 CLAS .
-30 Q CLASS 150 I Ip ~ 4.54% S 150 o o 3p 0 CL:AS o' 0 0 o N n o O d- N` ~ ~ J p O N O it w w ('-1
„ ~ C~.ASS 1 I* O N ~ p ~t II F-• it ~ Li L~ . rry
30 ~It~ 0.44 ~ N ~ d- ~ ['O 50 ~ I ~ ~ ! ~ o ~ OO NO OZ ~ vv ~ P- , II O _ ~-,r
C;~.AS~ ~ ~ . N N, ~ ~ 5 DO n t0 M N ~ ~ r _ ; __-~3 _ _ 0 ~ - N p ii N ~ r~ ~ ~ ~ . .
O ~ ~ _ - _ _ p O% i ~ N II N.. N ' II ~ - » II Z j !j _ _
~ I ~ N N o ~ II ~ in ~ ~ ~ O I~ N ~ ~ r. ! !II : d' ~t
I ~ ~ ~ U ~ ~ r0 ~ ~ i ~ 0 - Z iZ ~ o O ' Z N N •r~
jj { Iu zz ~ ~ ~ I
an I ' i . ~ Z (fl h- p O W 2030 ~ ~ N f ~ p Z ~ > > > r I - ~ Zz ~ ~
o ~ . p i ~ o _ _ . _ ` - _ ' it . ! ; N ; > ; f- c0 • 30 DIP 2.49% , ~ _ ;
I- II ~ a~ ~ oW ZZ o ~ Z i ~ N ZZ ~ ZZ .,1.A~5 1 ~0 _ _ _ - ~ ~ x X
O Z O- N O ~ II ~ - - N 30 D(P 2.487 o w w ~ ~I~r N ~
N ~ (I ~ , ~ II ~ ~ „ ~ ~ CLASS 150 0 : ~ N ~ ~ ~
zz I II ~ oZZ zZZ - I~ ~ u~ ~ I ~ F-~ U) Z
' Z ~ > > > _ _ _ . _ _ _ _ l.tJ OZZ Z
n ZZZ . _
30; DIP ~ 0.771 ~ - gin" nlp ~ ~Mlnni F RF~Li\/FRtI~M ~RIT~R~"~~G T~R~"~~DTrlt? Ci`lA/CDDD(1C11 C ~ .
!uLA;)S 150 Z Z - .,.,"....R.. ti.,.. 5.0G-f VI....f 11_I I. , L„1 %%.Lj L.,~t.L1 IV!\ .)Lr~LI\f 1\VI ILL > > i (!7
CLASS 150. 1 ` 1 `Scale: Horiz.-1"- -50' ZiZ Z Z
~ Vert.
+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 3W
9+00 10+00 11+00 12+00 13+00 14+00
EMP003.TLC 1:;VM2005 10:27,49 AM

•
~ \~t r
g ~ 0\5 ~ o fig. ~ 9 ~ ~ W o 0
r ~ / 1P' \ ~ 5 0 ~ ~ QG 16 4r Z W a
,1~ P A ER 1 ' ~ ~ ~ ~y~+ 4r 1'` 4r ,~g0 3yP 9 (n W m
r.~', ti 1 ~ ~ u t1 r o'91 Oo~1,~~. V5o . P~ ~ n y 1 Pa F T ~ R 1 EWER
fr, o e• M`- 9 't 3 ~ ~ ~ \ 91 ~ f S i-~ o • ~ ,,n Q W 5 1 5 O° ~
~ ~ ~ PP' 'S ~'9~~ ti\ ~ 'L 4 ~ F ~ ~ ~ . o 0 05 ~ ~ >
C ~ A ~~Q e$ ~~'e~ ~ o~ ~ o o~ ~9 01 ~ ~ ~ ~ x 0 1'~ 3~ `ZS ~ ~ J 0
+w _ 0~ 0 ~0 ~ P ~ x0 90 0 ! ~-.G P~ S~ ~9 01 ~j ~ ~ ~J ~ Q r« Z •~P ~ x ~ ~
p2 2 , ~ R CAF' v N • r Q v cc 0 _ - _ n ~ Q~ G ~ ~ ~ P Q .'1-~°.. LL -
p;9~3., ~eZC k``'<,~~..~¢" 3q~ gti5~ P~1 1VA
~ a oy"" G 3 6 ~ gyp' ` ic.,., ~ '6*-~~~ ~w ;.I ~ F - _ ~ l ~ \Y ~ . w W o
~ o~ 59 "~r,s ~ 1 • ' yt . ~y ~ ~ ~ 'S 0 $ oh a .yd x ,~F. ~ ~ G`l o ~ ~aJ' tCf`'~ 40 ¢ e Q ~'>t~3 ~ y2 ph . rL0 '~b ~ <4•P ~ ti fl. mac. 3 ~ ti R T- G o°~ ~ ~ e° ~C, R G o , p ~
;fib 3 ~ p~C \~G 't' w a TJ~j ~N7 ~ r.. .n0 ~J G \ 5... - x rwA+ YlJ+• W ~,t„i
\e~ p>jD' 4 4,1 ~ ; r • i:• r ~ ~ 0~•y. P Q 0\P•' j d' iA ~ _ .
_ cal W ~1 . ~~Y .22.24 , . PO 0 w----- G . W
~ r" y , \ d• 0 it r - d _---~~1 h ~S , fFa 45.2' 0 \S~Q' P ~ _ W _ ~6~~~T*`.~~'....-- W
~tl • ~ Q ~ ~ x ~ ~ ¢ 0~ try i \ - G 'Y• - -A~,, Q • , ~ ...per ,i r~ ~ ~ P' ~a . ~ ~ y - h -.d~ , r- we ?3• JG P 0 ~-z 2 - - r _ ti Q ~ U r ~ i tk~ ~ do ~P ~ ~ G .....-.~1,~--~ " ~ ~;.w,. a
'L a ti Q\0 ~ ~G ° G~ ~ •g ~ ~ J• P\• \P• t ok6•~1 6h 1. `,y. . \ _ JG \ k ~ . ;zY, r _ ,:rte ~ y°a~ ~ ~ p ,r= 3 3 . f ,
P® 0~ 4-~ ~ J ~ ,e 'r ~7 a•q r N r F a`'~' ;I tcR`~,~~z ~ ~ ~ _ ~ ; C ,
e¢~'. ;,aa ,..1 ~ L~S~'~ ti.._ ~,d 1 p(i~y$ p 1/ ~J ~ ! ~ti
•w. 9 ti ~ p~ ~ ~d r.~ ~;r ~ 4 w ~ „ ~ ~ ~~y~ f ~ 1. P~~ "i ~ ~ Z^ P- 6~,. ~ t$'z ~ m4L ~SEMFR ' ~ yt ~ ~ ' { ,Ir f ~ ,~~y~_ ,y'1 61 ~ + PVC io ~1AU~ .Cr ~ - •::,i,~
r. 9
~ .t g~• ~ ~ - . S Q ! G- ry =1.~t~.\~ j ~ 1 ~ ~ 'r.,, ,,,r ~ • ~ r ~ t _ ~11NN V- s" l -fir i - . . _i _ ~ g 59 r % = . / 6 2 /off ~ F. ~ J\
S a~ ~ O. .i p J S ~ 1. ~ ~ r ~ - ~wa
r B , t~` - - - . - ~ - ~ _ _ , ~ 4 ~,1. ~ :83 . / o~'•~ ~ oP~ .rot d9 e~F~ry r
~'3 ,,w s 'iti+ ~ ~ ~ ~ f ~PQ~J ,1 FFa2 .d f ! / _ - iN ~O 054 `F. (~A ~O _ _ _ P - - -
a,, . ~-.~s._.:~--~ pP•c• `~d' ~ 1. ~ . ~ ~ ~ _ - / 1 ~ Q off' _ - - P~. o . „
~ _ ~ -r1" ~ ~~0~~( Fir2055. Cad' x P•'I`\5 ~ r ( i. 1 s' F ck F. p~PO 6~9 may.. G . ; ~ 1, y / FJ . , z' , ~ . o 6 , ~ r t ~ o - ; V / 5
. ~3 ~ , ~ , E. =k. ~ ~ - ~ ~ Zen: l ~ ~ 4 G F - _ _ to i ~ ~i •
a j~- ~~+~~VCP- _ ` , iY , ,y~ / ~i , r,. ~ pp (1 1 . : : , ` Y I! .
- ~ ~ ~
r " °s •^\.R,,r,. T.~ a ~'i fit, ,-J r
~ -
: ,2 0 , 0 0 4F C\ v !i ` ~
0 r I . ~ ` Y~ r . , , ~ 00 p6 kq ~ ~ 4 E 1• ~p;• ~ - ;i f t ~ ~ m`~~'t°~ ti ~ - ~ ~ ERD , ~ AM EWER
5 g~1' -s~ 1~' ~ ~ 0A ~ 'L EPT R 30

~P'~6~~6'A 51 l'',1,~ t,' ~C~1~ ~ ~ i •(~Q, ~i ~O 1, 9,'l ,i ~ ~ o i;f ~ _ ~ 1 1 ~ ~ 0 3. ~ ~ ti 'r ' / ~ fit' / / P~p'91 e\•0\P' ~ '~a y,~ \ ~P~ ,S~G``~~' ~ ~ r~ ;5a"~ l'' t' ~ ~ ~E' t ~ ~ ~'+kor. (~_`5 ~~4 E / ~ ~ ~ ~ 5
~ g 'l s Q • o. ~ b ,,~r 50 ~h. 6~ PP - - I P
, . , _,~0 G1 ~ Caw ~ ~ v P`' , ~ ~ ~ ~ .z°`~ G o Q~ QG. h ~ ~ ~ ~ 0 .0 61 `~5 d , ~ p ~ \y~ ,1y .
, p 0 F. ~ 0 0._ ~ 1 - _ , L 1 ~ , 1 ~ _ - , ~ SV O o~ p~
o~~` R~ ~ 219.98 o /
4 , ~ P~ •t ,a s' k G - ~ Ike, ti ~ ' °t _ - - p, - _ R TRACK 0
Q 0 ~9 x ~ <p~ 1 1 it 6 `l Q6 0 yb ~r GO• ~Q QO
' \5 ~ . ~ ,~s~` z cM1 it , 4r - p~~ - , x F \1~P h1~ y ~ a~ ,
Q 9 ~ 1 v 51 ~ ' ~ it P P~',==° LI`~ ~r ~ ~ 1 ,~P. Qs\ fad ~ p 6 t~ _ - GAP ~ 0 0.
vP';•,-~~a , ~ 0
• 9 e Q - ~ 9 p ` - 5° z F
CENTERUNE RAIU~OAD ® _a O ' ~5 ENTERUNE WOODFlN AVE. c~ a
r 001 ~p ~b-,~J1.-. a ~ ~ 1y~ ~ f 1 RR SIGN WITH - N - - LAT.-N3538 py o
P o 0 '~•r~~ tip \~s , ~ ' , , ~ ,L ~ o s 1 pT\ 0 ~J ~r...~G ~ V ~ / c~ ~ ev,0 P , ~ AARDOT N0.720 460P IONG.-W82'35' t~ ~ ~ Q,0 J~
~p~ MAIN TRACK ~
SCALE: t -60 ~ ~ , Pa P v ~ ~ ~ , ~ p~ NOTE: STA. 3+82, 40' RT ~ 1~ P~ REMOVE EXIST. PIPE AND
Q 5 v \ , 6~ k00 .,J 00 ~ 0P ~g. 5 ~ ~ ~ ~ 6Q' x~ ~S J, Op PIERS. (LUMP SUM PAY
P ~ ITEM ~ ~ 5ZP •~0
P ~ ~ ~ to N I~` \ . \5
~ ~ I - E~
o z
NOTE: STA. 20+55.14 VERIFY Ekl~ I ING o
~r ~ ~ ~ 24 AND 8 SEWER ELEVATIONS PRidR ~
t ~ ; ~ w TO CONST2UCTIaN SEWER BEYOND i ~ s- ~ ~ •
~ STA. ~ 8+1 g.36 ~ ~ o w NORFOLK
o _ _ h q ~ q ~ oz- . - - . . _ _ - . - _ _ _ . . _ , _ _ : _ . _ _ _ _ _ _ , SOUTHERN -
d-©1 q ~ O qq! , I
o; ~i q . N O O i N , , d• I
~ N r + N to ~t O'~t + ! O N O II I I ~ 00 II II ~ +
' k . r- N O ~ ~ i ~ ~ N II w
> ~ o If .:_.2060._ '~C ~ u_... _ i _ _ . __t_ ~ _ - - Q. N -Z_. _ _ _ _ _ . - _ . _ 206 I :
. ~ Q ~ 0 ~ u~ I ~ w cn w . ~ W ~ N E ----STA,--O1+95~A~,3•-T4; 03~5~:00 a4?ISTALL _ _ , NEi~~ 12" iP IN :EXIST: 24° CIP
~ ~ ~ 1 ~ ~ Q~ qw~z j O ~ , ~ , a w _ EXIST. t;8 DIP TO REMAIN' IN SERVICE ~ ~ n APP20k. LOCr'iTION EXIST. G.L. GROUT 10 OC. ; 12 DIP SPECIAL THICKNESS GLASS 56 ELEV. NOT KNOWN
i~ F- ~ i ~ 0 O U? 4. p Q ; I '
0 a. w... . z EXIST.. RETAINING, WALL ~ o
~ ~ a: _ _ .APPROX. LOCATION OF EXI..T. o
2x55 , _ - - - l~,I ~ ~ ~ ~ ~ - _ - - 2055,_ f _ _ _ _ _ 12 _CMP. If~V._ ELV._NOT_ KNOWN ~ ~D. _ _ _ _ _ 1.
' O ' , ' EXIST. 18 DIP ®0.64 SLOPE ~ I ~ v ao Iri rn~ o 0 0 ' r~ , ~ ~ O ~ ~ ~ to Q O N
l17 d'
+ XI ~ ~ ',E ST.~:18 DIP 3.37% SLOPE: o I ~ ~ ~ ~ ~ 01 01 N q0 0 ~ ~ ~ Q ~ N
~ i , I i ~ N i / ~ r r In + 1 i i - _ . A.,. j,_..__ ,-__w_.____.-. 7_. - 205 F _...2050__. 1_._ - - - - _ _ _
i~ _ - - O • ~ ~ O I. ~ ~ ~ - ' - I I ~ ~ n - o ~ o II Q> o,l i ~
' ' OqO ~ O` Q J ¢ I ~ > v cn w II ' o J Q W Y W 'f- ~ W i W Q Q, ~ W ~ ~ (n
i ~ IP ~ 0.~10~ 30 OIP ~ 0.1 • ;24 ; DIP ® o o ' O 30 D 50 . ~ ~ Il ~ O II ~ 4 LiJ ~ O ~ . a_ ~ ~ ~ -
CAS 15q ~ CLAS$ 150 CLASS;1 , ~ ; , o 0 L S .w• o . 4 a. APPROX., . o_ p ~ W ~ ° LOCATION c~ x - o ~ o ~ PPROX. EXIST. W:L.- 0 ! a. U~
_ _ _ - - ..w_ 2045._. - _ - _ _ , , - ? _ _ . _ _ _ . . ~ • ~ 2045;-. Sd _ _-4 . _a _ _ _ . - _ --0.- _ _ LOCATION- - . _ , _ _a: . - _ - _ .
I N ~ ~ t1J i i O q ,i ~ J 1- , ~ ~ O CLASS B CONC• rn ~ r•~- w , q w ; N Cn (n XIST. G.L. ~ ~ ~ n ~L n Z~~
~NCASEMENT~ ~ N w ~ a d• o O ~ - - 0 - o i . r.,,i I I - _ i ~ ANDOtdED
tf') N d., , I O! O o C OSSIN G REM R S ~ n: A N O 4. F- EX! ST. 24 _ - - - - - _ . sT. 24 sE~~1:R
N N `r N, O N ~ ! I EXIS o LUMP SUM ITEM II N ~ I ~ t-~EXISt. 8 SEWER ~ EX1 _
2040 ~ ~ a ~ • ~ ^ li I 4 - - - _ _ I I ~ ~ N ~ .0 8E ?~BANDONELt~ ~ ~ r~ o ~ N ~ r'7 r_..... - - - - N _ _ /G..
O I ~r ~N ~N ~ rrj
d. ~ } i Q _ p N d•, X . 0 O Q. ~ IR r- O ~ O d- N O N O ~
~ ~ O N Ow ~ O O ~ ~ OOO i. ~ ~ N ~t O D' / d' d N O O N O N N dr#'O ~ NN N II ' II ~ d' N II II
o N II oo ~.o ~oN N~ ~ ~ z 11 0 o II i z N O N ~ N N ~ r ' i O O II II II N N ~ II II II ~ ~ f--
i ~ qll II 2035 v_._-_..a_.. _ - , - _ .q...~_.. . ~ s ; ~ ~ O z I Oa 0 2035-~~- - - r. _ II ~ 'ao APPROX.' ~ ~ > > U ~ ~ , _ _._.a~_oo,•._ OCATiON-._.._ _ _ F-- ~ - . o z z _ _
~ H Z I cfl If _li . p ...r i ~ ~j r. O - F-- ~ ~ (V If ~ - ~ - N w 2 O Z ~ '
Z ~ ~ i APROXIMA O ~ O _ ~ _ 1'E LOCATION ~ Of EXIST. N ~ - ~ o n..% ~ q ~ ~ ~ = h W X O O rr? ~ N N ~ ST(,«M DRnIN ~ ~ O Z ~ > y > ~ ~ m O! O ~ I q ~ o o ~ ~ z XIST. W.L. ~ o r - EV 0 ~
Nd » ZZ ZZ ZZ ~ O ~ N ZZ ZZ - -
_ ZZ ` ! , ~u 1 ~ N ~ N~ (n ~ ~ ~ - r ~ ~ ~ ~ i ~ II ~ ~ r0 ~N ~ w x ~ p : 12 DIP ®0. ' % SLOPE (C;.. 56) ~
; q o0 - O II II O II BEA~ERDAN ~p 4J x , IP' 0.1~% ~ II ~ E Z w _ . _ . _3.~. C _ - - - - _ . _ - O _ N zZ Z cep -q!-q 203 N N ,y i 2 DIP ~ C.33% ..LOPE . ' ~ Z w t- V , _i_... _.a. ~ ~ . _...~0 _ _ _ ~ - _ . _ 2- DiP . d 0.32% SLOPE (CL: 56 i
c~ASS 1 ~a ~ - -i- - z z PICT
i 24" sDIP ~ 0.25% O II o00 II oo'; ~ w z j EXIST. PIERS + ~ ' ~ - 1 wz o_ ~ ~ r 12 DIP ®0.29% SLOPE CL. 56 ~ ( )
~ I 1 Z Z Z ~ CLASS 150 i j ~~i ~ x I ~ I r I ~ - ~ ~ i ~ w Z Z x ~ wz? ~ ~z z z ~Z'
' i i ~ ~ ~ > > ~ ZZ Z' ' ~ O__ 0 ' i I Z Z Z Z'~ Z s - i
~ j~j > i i t i 1 ' » jj ZZZ _ v_ >j> ~ z z z :NEW 1'2" DIF ®0.62% SLOPE w
` 3 ~ { - _ , 12 DIP,: ®0.22% SLOPE (CL. 56) , W
, , : , ( j ¦~ll\II 111x7 1'4A/1r11 f~; ~ . ~n
IV1AINLI(Vt i rKUNLt;
Scale: Horiz.-1 "=50' i b
7 Vert.-1 =5
a
15+00 16+00 17+00 18+00 19+00 20+00 21+00 00+00 01+00 02+00 _ ~3 w 02+00 03+00 04+00 05+00 06+00 07+00 08 +-00
Eh.~IP0047LC -1 212212005 10-27-49 AM

I ~Q
QOQ fig. ~ ~ ~
~Q QG• ~ NOTES ON CONSTRUCTION IN MERRIMON AVE. P ~ i U VJ N li wE. W o a
o 1~211~` 1. WORK IN MERRIMON A • 2 VE. SHALL BE DONE AT NIGHT BETWEEI 3 ~ a 4 ~ a a aHT BETWEEN THE MOURS SPECIFIED ~ i Z W
~G~ Q~~~ o~` 1N THE NCDOT ENCROACHMENT AGREEMENT. 91`~ m~ ' ~ EXIST. GRADE v~ W
2. TR N H E C SHALL BE BACKFILLED AND ASPHALT BASE SHALL BE ~ v, iSE SHALL BE PLACED, COMPACTED ~ o
SMOOTH, AND FLUSH WITH PAVEP~ENT CUT AT THE END OF ~ Q iE END OF EACH NIGHTS WORK. ~ ~ ~ W
3. TRENCH BACKFULL SHALL BE COMPA " CTED (N 6 LIFTS. ~ ~ o
4. TRENCH BACKFILL AND STONE DENSITIES SHALL BE TAKEN OI ' ~o ~ ' ~ i o o b.0 0 BE TAKEN ON EACH LOAD PLACED. o ~ 0
~ ~ ~ ~G f 5. A PHALT B ~ ~Q~ J ~ Q S ASE SHALL BE I19.06. ASHALT SURFACE COURSE , o ~ ~ n ~ L.t,. N ~E COURSE SHALL ~
Q ~ o •c. o• 5 • ~ 6. TRENCH BACKFILL SHALL BE C C!4P BE SF OR RSF 9.5B. S~ p_ 2065......0.._._ ,n..
•c 0~ ~ ,y • ~ ~ ~ 0 ACTED TO 95% STD. PROC• ~~p $ G ~ b 0 ,gyp ~ STD. PROCTOR. o o _ ' II _ - _ . ~ ~ ~+y~ N i.l..
~ •c 1 ~ ~ 7. STONE BASE SHALL BE COMPACTED T0100% STD. PROCTOR. J~ ~ \F~ x1 N X G~~S D. PROCTOR. + ~ O II ~ ~ ~ W o 0
P~ ~`~5 ~ , 5~ ~ 8. CONTRACTOR SHALL N T c~ •y o G 2_ . • ~ ~ 0 WORK IN NCDOT ROAD WHEN M.S.L )WHEN M.S.D. {NSPECTOR IS NOT ON SITE. i - - - w " ~ - o ~ ~ "j W ~ U 2
QQ ~ 0~ ~ RQ~J i ~i ~ ~ I QH > ~ o I v J - ~ U
PTA 'h ~ ~ ~~s,.. Q ~ 1 u>~ w w O
_ _ i P F. P y . - x ~,_v~, ~,1.A , ~P' , i6! . .4• _ _ _ _ Q O r - 'C J a ~ ~ ¢ U f .O Q ~ o ~
~ 0 W
- O W - R.
. . ~ :.-avt~ :•i~v'tt ,dti.•'!• • Q \r Q G~ : J ~y . . • G• Q ~ ~ Q J 0 ~o, 0 0 z d ~Q. ' ~ 69 ~ ° ~
.r. _ Wr.~~ r, . , ~ - ~ - Se ~ Q- A. _ SCr ~ ~ ~ Q' r~' 2055.._..__...._. - a
. ~ I - cA~,. p Z m ~ e 4~
. ! ~ ~ ! f?' y 00O Q W
N" - = • • e- ~ oN~ o~ o~ 'o o a a
R ' 0 d dti a., , y , ~i Q~ d J~ G • 4J ti. 0~ ' ~ ~ ~ ~ a
_ _ , , ~j ~ 3~. 6 o" ~ I ~ ~n N N
~ ~ r r 4 0 ~ ~ a 0 ,,~1 3 3~ ~ ;ti° ~ ~ ~ 2050_. ~ o o - ~h ~ ~ r ggqti , . ~ O N ' N II II II < P• 1`' q 1 g N
;Z. d qd . , Q~ •N"yk~`1"~ 3 E~ a~ • ~:~,t :.~~-x ~~j. C~ 5 ~ ~ Ofi ~ ~j r . , Clh ~4~' d~g'~ q 96 6° /Yeti
. tl~ Q 1. 6 1 ti ~ t ~;,i N
:'4 .~u; "a' ~1 4-O~J ,J ~ ~ Y ~ D~Q. ;fit., - i• V 's 'ar . .
~ g ; T ~ ~ 5 1 S 1~ ~ . , . FA.g ~ 1 ~ d` ^off` ; ; :''t. • w-~-- t.,.~ ~1
- ft a ,rnY r u 15. r._. _ \a ~dY ; " W ~JV . - ~ ~ ~ i 2045 ~ - . xn r w ~ ~ ~ ~ w wWw v~ ~ N
>.y ° day. 0.a4~ x ~
.,.4- i ~ yam. ~e• d ( J' f - i ~r h~ .F,.;. ,r_ Ip h~ / - t._ Jam}.
- _ _ _ . 9
G• W r ~ is o .-t
-----66 ~ - , ~ , - ~ . ---,u ' h ;2040---- ~ N
c~ ~Ai• - E 4: - 8'0.3 ~6 - i~" - - - - ~ . Yi n~~ t I ~ ~ N N
0 _ _.-.r-, _ ~ . _ <r~.k - _ _ , _ ~ _ _ , - ~ .r, , - , .
~p - - - ~ © , . - x - . - ~ a ~
J _ ~ - _ . ~ 9 ~ _ ~ ~ ,fie - ``+if F N y 0' r _ : : • ~ r ~ G - v _ ~ >
~ _ RctY - .
. ~,~i ti O _ ~ 0+00 0-50
r? ~ M' 1., .
~ , x , ; , ~ OOD LION COLLECTOR
r a~' . \ - ~I~ ~ ~ ~ Scale: Honz.-1 "-50
~ t - s _ ;I x1~ Vert.-1'=5'
~ ~.\x.,326° - ::~~r •f~,:..~~- w,~~
~ - ° ' SEE PLAN VIEW THIS H p~ ~ G 53 S EET
~ ~ •294: 1" ~ ~ 'i ~ ~ ~ ~ I Q~• o~P' ~
~ ~ Z ti , .L..:~ a O .
v t xo~~ =,:.;-~~3°2034„ ~d ~y , • , , ~ z E , '6~ , 1d
h• ~ r , , for, ~Q t :..9 ° 0~.
SCALE:1°=50• ~P,~~•~~5 - OF ~ ~1 1 ~ S~ ~ ~ hZ ` \~y i Q 11.1 - ,
_ , p
0~ 1 ' ~ , ~ _ w p ro EXIST. GRADE ~t r` _ 1 ~
~ ~ . ~r. _ , - M
~PPRGX. LOCATION OF ~EXIST~ 3.4 X 3.~ BOX CULVERT ~NV. = 205 .2 ~ ~o ~ - N ~ N + ~
~ i j p p o0 ~ O II ~ ~
~ j _ . -_r - - _ _ - _ - . - _ 20651- _ _ . _ . ~ o
i ~ O t- W D z
~ ; ~ I . ` ~ N ~ q I I
_ _ - - - . o, s ~ _ _ - _ - _ _ _ _ _ ~ ~ > , _
~ ~ I ~ ? ~ O > ~w
~OUTNERIJ ~ ~ ~ o ° o ~ ~ < _.r.._ ~ i N _ - N _ rn ~i ~ 2060; _
I ~ _ r ' ~ ~ N II II ! ' , w . _ to . _ . - cn O
-F- r ~ i O ~ N ~ ~ ~ u , II ' . u7 N ~ . ~
' LO TIO F IST . 6 _ _ _ _ - _ X . I ~ 1 CPI ~ _ - ~ _ _ _ II ~
w w ierl i ~ ~ I `E' o Q J : ~ ~ '
Ny N ~ ; w ~ w; EXIST. GRADE' i i ' __.f i _ H, " J i ~ ;2055
~ ~ i r , - ~ ~ ~ i , ai . i.-_.-....... r.. _ o t~ F- CL H - ~ - - w
~ ! . , a " ,
LJ ~ ~ I Q ! XI _.5T. G ADE ;..._2055.. ,.x__._,._ _ ~ q _ d ~ ~ _ _
~ i ~ ~ ~ ~ ~ - - ~ ~ - I ~ - 1P
~ I r i - ~ UACKFILL UNDER EXIST. ~ TOP; OF C.O. IN'V• 2051.00; O a o-•- . r TOP; C.O. 'INV. - 2054.00 ~ 0 E 2050.. _ - - - ~~9
APB _ n.. _ ._~OX CULVERT.WlTH___.__ . ~ _ ROX. COCA ION ~F T'OP C:-0 --IN.V:._-__.~05L:OO _ _ „ ~ APPROX.„ LOCATION ~`-~-----..o , 5~ ° °
EXIST. 2 ~ STEEL WL. ~ ~ EXIST. 2 S 3000 PSI CONC. TEFL W.L. ~ ~ - 205.00 ASSUMED SS SER. INVERT r N
ELEV. NO KNOWN ~ ~ ~ ~ ~ o ' ~ ~ ~ 20490 IASSU[vfED ...S SEP,. INV RT ~ ~ ~ o o~ -2050.-_ _ ; _ .L- _ _ , ' ~ o
~ ~ ~ ~ - F - - ~ i J i .-r'.. I ~ ~ ~ , N __._,-20~~3.~00 _ASSUMED SS SER:- INVERT. . _ _ _ o
f,,, I ~ .4 c ; ' N
_ ' - _.CJ _ , 2045- -
If~V. _ ::2047:1- EXIS • SAND - ~ I E A ~ o 12 DIP ~ 0.22 SLOPE - - r ~ o p z
1~.'6-~IERfFY i ~ ~ I SLOPE o o , 2045 ° cD - ~ _ _ O
OP,E . _ : ---12- DIP 0 47 0 , . rt2"~DiP. 0:47 p- SL _ ~ _ _ . ~ ~ O ~ - - r _00_..._. _ O ~ N ao co _ _ ~y N .
13 ~ ~ N o .r ~ ' ~ I\ , d' p ,,Cj N
~ (D O ~ N ~ to _ ._.Si- _ _ p - ! N 2040. ~ r--_ p Z Z I - - ' N ~
- - I o ~ pI ~ N II NO ~ N ~ II N
~I ~ ~ ~ N N I ~ ~ t Il I~ _ _ _ _ , _ _ _ _ _ _ _ IL i , .2o4a - - _ - - _ I op W O F- it W ;D ~ _ Z N ; _ -
a. , _ u _ _ _ ~ _ u - - W p _ ~ r _ _ - - - _ - II
DOJ ]vZ > >
i ~ ~ ~ 1 _ o z o _r _ - ____~.7 ~....h_ • ~ _ o ~ :v N ; 2035,- -4 ? _ Z z
t - _ r . _ > . _ _ > ZZ 'rno0~ ~ i ; . V? - - . . II Il . - >
Z Z - ~ ' ; 12 DfP ~ 0.277 SLOPE. ~ a ~ Z Z Z _ , d' _
o - _ _ ZZ ~ ~ ' _y_. . _ _ .w_ ~ _ _ _ _ - -
~ N ~u I r ~ ~ I~ - 8 DIP
~ i • N N _ I i_.. - ' -14.39 SLOFE _ z zz ~ I
, ~ _ _
i ~ ~ ~ ~ p Z I Z Z .,..i
~ ~ t_ - ,
i ~ ~ ~ ; i - - - _ _ - - ' ~ ' I ' ~ ZZww ' r ! i
I ~ ~ j - - . - i I ~ ~ ~
` r i i ~ 7 ~ t i I °r°._ - - 00+00 00+50 O1+00 '
~ ~ ~ , ~ ~ I iCr
' ~ ; ~ ' ' , i ~ i o
i ! _ _ _ - _c ` . - ' " ' ' ELKW C~ ' OOD AVENUE C~LLECTOf~
r ~ > E ~ z i • i Scale: Horiz.-1 =50 ~ . W
' Vert.-1 "=5'
i z ~ ~ . ~ ~ ~
Cf)
t ,
+oo os+oo 10+00 11+00 12+00 13+00 14+00 15+00
16+00 17+QO 00 18+00 19+00 p
~3 w
EM P005.TLC-12)2??290510;27:49 AM

TRENCH WIDTH FlLE NAME; MIDDLE BEAVERDAM - DET.DWG PER DETAIL PLOT DATE: 12-21-05
0 ~ ODSTING SqL 1.5' BINMWOUS CONCRETE SURFACE COURSE
FLEXIBLE MANHOLE PIPE EMBEDMENT BUNCOM@F 12, ~ FllIE LOOSE EARTH SAW CUT EXISTING PAVDAENT ~ CCMPACIIA TO 96X OF MAXIMUM
MANHOLE PIPE EMBEDMENT MATERIAL SLEEVE OR MATERIAL , s/e'? LIf71NC BAR (TYP.) LIFTING BAR (TYP.) ~F Cp FROM LARGE CLODS, STONES, DEBRIS LABORATORY DENSITY.
ENTRANCE ~ , JOINT ' , A B a G2 VEGETABLE MAl1ER, OR OTHER --t 4 MIN.(IYP.} F Y ~ • • : ; : ' ; ; OBYECitONAL MATERALS. ExiS11N A ~--BINMINOUS TACK COA1
COVER JER saNlTns 0 t~ SEWER ~ ~ TRENCH BACA6TLL MAl1RUl EXISTING BASE COURSE .i.. 4' OF BITUMWWS CONCRETE COMPACTED TO 85X STANDARD •.;`•t BINDER COURSE IN 1Yr6 2' UFfS
' • • • • • • • •O • • • ' • ' PROCTOR 91 8' LIFTS FOR ROWS ~ ~ , • ~ ' ~ COMPACTED TO 96X OF MA%1MUM 85X IN 12' UFTS FOR EASEMENTS. LABORATORY DENSITY.
Inltr'al backFill s/s•? urcr+c E 5/8'? UFTWG BAR (TYP.) DRY UNDISTURBED IfM11AL BACKFILL
(Lightly Compacted a. . N. C. EARTH SEE TRENCH DETA~S. B' OF A.B.C. COMPACTED 70
COnICRETE ANCHOR BOIS MANHOLE alnta/n Trench width (CRETE ANCHOR BOLTS (IF REQUIRED t00X STANDARD PROCTOR
STEPS to 12' above top :'.......o......... TRENCH BACKFlLL MATERIAL
, uNDISTIJRBED • . ~ of Pape SECTION B-e •_Q• MATCH FRAME iD EwsTTNC TRENCH BACKFILL IN EASEMENTS & RIGHT of WAYS DRY UNDtSNREIED COMPACTED FO 95X STANDARD EARTH PROCTOR IN 6' UF1S. ~ GRADE FOR LANDSCAPED LOCATIONS
18" (MIN,) Z'-0 N ,~1. ° p
• o WITIAL BACKF0.1. SEE 1RFNCH DETAILS.
CAST IRON FRAME & COVE ~ • • ; ° • ~ ~ h ti ~z x/ ~ Yxt/4' BUM
I~.T PAVEMENT REPAIR FOR CITY ROADS
BRICK : % _ ~ U
ADJUSTMENT •a ' o ~ ~ t~RECASt YANHOIE -PRECAST MANHOLE 1HR~ (3) SAW CUT OOSIING PAVEMENT
•~a.~'4 CENTERLJNE OF~ • ; FRAME SET IN NON-ROAD NON-ROADWAY LOCATION
` ' + ~ ' ~ ~ WLET PIPING IS 3 W v ~ a ' 1 ~ IUMINWS TACK COAT
, NOT ALLOWEU IN v ~ ~ p~, ' ~ • EITHER QUADRANT e b ~ ~ 1" MA EXIST( A / /'!`g , r NEW GRAV0. THICKNESS a ..;ice Y OF BITUMINOUS CONCRETE
D'd ADJOINING 1HE MANHOLE ~ ti SHAD. 11E 6` NI EX1S11NC BASE CWRSE .a SURFACE COURSE ' ' ~ COMPACTED TD 96X OF MAx1MUM
~'4 ' Oll1LET. C C ~ ! e Inv, FONT r~ 12 (MAX.) • AVELENT 4-•--•-'~a-=-~T= 1Z (MAX.) tA80RATORY DENSITY.
Pp MANHOLE STEPS a s~ O t _ ' ~ ~-3 LAYERS (YA%. . 8' OF A.B.C. COMPACTED TO ~-3 LAYERS (MAX.) . • r,_._., ~~T:_~.': I OOX STANDARD PROCTOR
a ~ ~ CL 1 EmbedmeR W_ 4i~6i V. ~~i~ 1p .~~r ; ~ w Ma ter/a ~ , ; xxt/+' eurn• Yxt/4' BUTYL
a •a Z C7 Pli£CAST pWg PRDVIDE NEW DRIVEYAY STONE- ~ ~ ~ TRENCH BACKFlLL MATERIAL SIZE SHALL BE CONSISTANT ...::o::.'::. COiaPACIID TO 95% STANDARD
SEE ~ R / A lJ WITH SIZE OF EXISTING STDNE DRY UiiOISTURBED • PROCTOR IN 8' UFfS. EARTH
DETAIL + ~ TYPICAL SEWER TRENCH -PRECAST MANtTOL£ iNI11Al BACKFl(1
"A ~ ~ SECTIONAL PLAN P~ASTMA H Z P4 D.I PIPE SE£ TRENCH DETAILS. TRENCH BACKFlLL MATERIAL
INIMUM ¢ z GROUT FT & LESS ' t M ~ . CUTS COMPACTED 70 95X STANDARD
'-i ° INSICE 2 ROPES JOINT FRAME SET IN ROADWI PROCTOR IN 6' UFTS. IN ROADWAY LOCATION DRY UNDISTUR _ ,
o , Burn ~o. wZ w RUEBER ~T" ~ INrnu eAa~Fltt PRIVATE DRIVE h~dD PARN~~~~G LOT PAVEMENT REPAIR
. a~z ..'a ~ SEALANT NOTE 'uso of euNCOUeE coon SEE TRENCH DETNIS. (IN AREAS OF NCrr-tifJ+VN DUTY TrtA~FlC) I of euNCOMeE CWNTY TO h~Tl:s:
'p ~ ~ _ • ~ ~ , APPEAR ON C044RS ONLY KHEN COVERS ONLY K4iETI THE SEVER TO BE MAtlITAWED BY MSO I. EDGES ARf TO SAVED VATH A CCN(~tET2 SF a' f0 A NEAT SQUARED EDGE, ANO BROOLI® CLEAN OF OUST PRK)R TO APPLICATION Lr TACK COAT.
Wp U U , , • , SYSIEY IS TO BE YA?lTAWED Bl Q '
IB ~ ~w ~ ' ~ nitial backFi!! FLEX LE • oQa I STANDARD MANHOLE MANHOLE .p ~ CLtghtly Compacted) Instal backFill IANHOLE FRAME & COVER GRAVEL SURFACE REPAIR 2 P"~~`NT REPAIR DETAIL FALL dE USL:D FOR ALL &TUtAtNOUS SURFACES WFi;CH ARE NOT UNDER
SLEEVE OR wN , ENTRANCE ~ I » o lLightly Compacted TRENCH BACKFILL GOHTR0. ~ NCGOT.
JOINT ~ DETAIL A PERMANENT PAVEti"~FfJ-~ REPAIR DETAILS
• PIPE EMBEDMENT TRENCH ~ ti Maintain Trench width h{ATERIAL WIDTH e to 12' above top ~ ti Maintain Trench width
2 ~ - ~:I ~ of Plpe v Q to 12' above too
v of Pie W
~ _ ~ ~ ~ ~ ~ p h0 SL7tv1CE TO BE
V ~ ~ ~ W CONNECTED iN THIS QUADRANT • , .
r 6" PIPE EMBEDMENT ~ ~ Oc ~ v {A1ER~AL - C 2 V ~ ~ ~ ~ SECTION C ~ ~ ~ •
~ ~ 'l 12 1Y SEWER SERVCE
UNDISTURBED ~ PIPE EMBEDMENT Pape Inv. 0 a,
MATERIAL SECTION A-A r
CL 1 Embedment W= 5~_P. ~ ~ P/pe Inv, Ma ter! PROPOSED
X67 StoneEmbedment Maters W= 3'-0' ~ •a~~: •a~~ riY••. ~•I CONCRETE ENCASEMENT :ri •~i
k or Wet Soll ~nl t2' (TYP) In Roc y is Y SEWER TRENCH a . ~ . ~ - PLAN
ARD MANHOLE INVERTS ARE PRESrNT ON TH Y SEWER TRENCH T PICAL NOTE: NON-STAND T PICAL • ~w<~ sT:RHCE a 2.oox
PRO~IECT. SEE DETAIL ON THIS SHEET. i 1~' D,I, PIPE 30 D.I, PIPE PROPOSED PROPOSED .::i.:,~_'~4,, ; ; • PROPOSED ~ 12 MIN. (IMP. 7NREE S(DES1 DUCTILE IRON ;..,y,, - '~ti PYC
A CUTS 15 FT & LESS OucnLE IRON CUTS 11 FT & LESS P,~ N ~ CONSTRU:;f SERVICE UNE AT PIPE ~ .sir,. PIPE 3/A Du c~ u.,tt}t uAw
CENTERLINE OF
INLET PIPING IS
NOT ALLOki:D IN EITHER QUADRANT Initial bnckFill .rr • •3• ' 1 '
ADJOINING THE MANHOLE Initial backFi(1 C Lightly Compacted ~ , r• ~ y•
OUTLET. C Lightly Compacted ) Maintain Trench width uareH F MATCH PIPE INVERTS FLEXIBLE TRANSIt10N COUPLING FOR
~ Maintain Trench wrath ~ to 12 above top D.1. PIPE TO PVC PIPE PIPE 0.0. + 24 •
' m to 12' above top ~ , of Pipe ~k5,-~'• ; ~ of Pie + 'w .y ---SEWER R18 p Q SECTION TRANSITION COUPLING
v DIA AL PIPES SERVICE CONNECTIONS DISSIMILAR MATER(
r' . • n, AT MANHOLES
i \ • ~ • ~ y ~ 3 ~ V ~ COUNI COUNTERSUNK PLUG
r
~ W MANHOLE ' fir' / 3 ~ 3 ' Z 1
STEPS----_-__..' ~ , ~ L ti ~ cti
• . Plpe Inv,
- Pipe Inv, . ' m edment Ma teri _ ton b S eE ~ 7 MA%. UNLESS OTHERYASE INaCA
X67 FORMED CLASS ~ •,6 • X67 Stonefmbedment Ma teri W= p -p ~ In Rock or Wet Sol! only 0 COUNTERSUNi( PYC PLUG ,
B CONCRETT: ~ . - In Rock or Wet So.( Only = 2' MIN.
' ,y 's 1
s" MIN. TYPICAL SEWER TRENCH • - - ~ TYPICAL SEWER TRENCH . ,f r
' ,I PIPE 8 4 & 6 D,I, PlPE ' CLEANOUT BOx
~ = r CUTS 20 FT & L ESS 1 3/ ' wstulfn oN o' of o ~-~tANEIOLE INVERT MATCH PIPE INVERT IN & OUT COMPACTED PIPE W v
~ CUTS 32 Fl; & LESS 6' pAB~IENT EL~DIIQii MATERIALS j Z
1. A80VE TRENCFI ARE FOR TRENCH INSTALLATIONS ONLY. SEWER INSTALLED IN • POSITIVE OR NEGATIVE PROJECTING LAYING CONDITIONS REQUIRE SPECAL DESIGN MAIiRIA1 ~ ~ PROVIDE DUCTILE IRON W1E FOR ~ o
`s COIvCRcTE FGRfdED .:w.~G ' ~ AND SUBMITTAL OF DESIGN DATA 8Y THE ENGINEER, . • x•• TO PIPE SPRINGLINE W-UNE wYE PVC OR DUC11tE IRON IAIIRAL PIPE.- . I
_ 2 NO BOULDERS OR STONES IN EXCESS OF 4" WILL BE USED IN INITIAL BACKFILh M BEFJD SEWER UTFRAI. CONSTRUCTED
° ' ° A • 3. EMBEDMENT MATERIALS sHALL BE CLASS I PIPE EMBEDMENT MATERIAL, SELECT ~ N.T.S. + ~ 'p. , °a BACKFlLL MATERIAL SHALL BE AS SPECIFIED. AT 2X GRADE IANiFSS
+ ~ ~ " AN AR PIPE SIZES GREATER THAN THOSE SHOWN CNd THE 1RENCH e , • • ° . BACKFILL IN 12 LIFTS do COMPACT TO 92X ST D D. 4. DEPTHS OF CUT OR 01}iERWSE WdCAIID.
PLAN BAC~(FlLL IN 6" LIFTS do COMPACT TO 95x STANDARp DETAILS REQUIRE SPECIAL DESIGN AND SUBMITTAL OF DESIGN DATA BY THE • SECTIONAL ENGINEER.
, • WHEN IN PAVED AREAS OR ON ROADWAY SHOULDERS. NOTE: . 4 , ,I ~ NOTE: CLEANOUT 80X SHALL BE o 0 0 0 °ooo°oop0°°p0oppp0op0°ooo°oop0o°oo
UNDISTURBED EARTH A CAST IRON VALVE BOX o°p°o°°°0pp0 p0 p0 CONNECT TD F~OSIING SEWER ~ ! AS MANUFACTURED BY o° SERVT~ IMTH APPROVED I ~ ~
+ •A ~ „ PAVEMENT RESURFAGNG BID ITEM 5fE SPECS. R SSELL FOUNDRY, OPEIUKA oo U o Z CDUPLFIC OR NSTALL PLUG G - 2'. ?alr3ltili7A~• FOUNDRY, OR EQUAL o 0 0° ~ FOR FUTURE SQtNCE. ~ a •
Vie: MANHOLE STEPS ~ , PAVEMENT REPLACEMENT BID ITEM SEE SPECS. 0°p 0°°O ~ o°ep0c °oo°o WHEN REQUIRED BACXFlAw
° CL ~ ~ AP R A N O U T BOX °op0o° °o°°°° VALVIS SHALL BE 41STAl1.ED GH I CLE n~- UNDS1URBED EARTH POR Oh U uTT7U1 IIAAVTANEO BY PROPERTY OTHER.
~ DROP CONNECTIONS NOT OR DIRECTED ,•4 FLEXiPLE ~ALL01i'ED ON SEWERS LARGER ~ BY ENGINEER
;aA~dh,;,.E i w SLI=EVE OR TIiAT 15" DIA. PROVIDE S10FE BEDDING UNDER
~ ~ T 2"" OF BITUMINOUS SURFACE COURSE IF ENTRANCE p,(•L PIPING OF DROP SAW CUT EXISTING PAVEMEN ' JOINT BY NCDOT COMPACTED TO 9fiX OF MAXfb 'ACE COURSE IF REQUIRED W''E (012 TAP°'"G SADDLE) PV>r REQUIRES I#IIDING 5 TA N D A R D MANHOLE i N VE R T '0 9fiX OF MAXIMUM eEND LL IFNGTH OF SERVCE TRENCH SHALL
STANDARD FEATURE SHALL BE D.I.P. ~ LABORATORY DENSITY. MANHOLE , OR C-900 PLASTIC PIPE BE COMPACIID W 6' UfES NOTES:
~ ' • ` IF SEIYER PIPE INTO DROP+ 1. W^i£ CCNNEC1101IS ARE STANDARD FOR NE"N SEWER MAIN CONSTRUCTION.
•°,i• U ~ IS D.LP.- DROP SHALL 6' 6' INIITAL SUS TACK COAT 2 FOR EXISTING MAWS (12' aT SMA1LQt) vk#RE wYES ARE NOT AVAILABLE A SEWER TAP SHALL BE MISTALLID BY MSD PERSONAEL
• BE D.I.P. MIN. (MIN,) ACKFILL EXISTING PAVEMENT i- BITUMINOUS TACK COAT ww ( ) T B ' z PIPE SPRING IJNE 4 OF BITUMINOUS CON( a z EXISTING BASE COURSE ' • : - ~ = 81NDER COURSE IN TWO N.T.S. ITUMINOUS CONCRETE
BOURSE IN TWO 2' LIFTS a FORCE MAINS CARRNG DOMESTIC WASTEWATER FRDM SANITARY AXIMUM ~~`E~CRAN~TY SER ~ LWE PROVIDED THAT GRAw~FlAw
o~ COMPACTED TO 96X MA) 6" LABC>RATORY OEN5ITY. , , iE0 TO 96X M TO A ; u 'DRY DENSITY. HALL BE uAiNTA/NED DuRIhG PROPO~ MA,uuuu aSC1iARCE RATE
~ o ' • + ova µ PIPE (ABC STONE BID FOR 1HE CPoNDER OR EF111JETIT PUMP(S).
a~Q ~ EMBEDMENT / / / ~ ITEM SEE SPECS. .B.C. COMPACTED TO ICE
o w~ ' ~ MATERIAL 8 OF A.B.C. COMPACTS( ~ o . 1001° STANDARD PROCTC ' NDARD PROCTOR SANITARY SEWER SERV A
15 DIA. AND LES ~ • . ; ~ TRENCH FOR PVC PIPE ~ UNDISTURBED =TS.
~ii. :o 1RENCH BAGCFlLL MATEf MIN. , ; NOT TO SCALE COMPACTED TO 95X STI BACKFlLL MATERIAL
2" ' • FORMED CLASS 8 CONCRETE . • . , + - , PROCTOR IN 6" LIFTS. TED TO 95X STANDARD R IN 6' LIFTS.
• DRY UNDISTURBED NOTES: • .o „~,,'..'"°'i EARTH INITIAL BACKFlLL
. • ' + ' a • ' j • ~ , ~ ~ • ~ 1. PVC PIPES REQUIRE 7 WASHED STONE PIPE EMBEDMENT MATERIALS. dACKFlIL -
+ • : + , . ° • • ~ + ~ : + ~ • • 2. WHEN TRENCH 15 SUBJECT TO INUNDAl10N, EMBEDMENT MATERIALS MUST EXTEND SEE TRENCH DETAILS. r x:' 6" PIPE EMB@MENT TO TOP C?F PIPE. :NCH DETAILS. ~ _ _ _ - . _ _ . ~ 7 . ~ _ - - _ c} ~t~~l~ eve el ~ e is ric _ 1 e10
~~j x ~ . , ,\;.'1 ~1~N;c~~ MATERIAL 3. NO BOULDERS OR STONES IMLL BE USED IN INTIAL BACKFILL. ~y SEWER - - F ~ _ _ - ~ ~~P . qG _ _ _ _ - - - -
4. THIS DETAIL IS VALID FOR PVC SEWER PIPE INSTALLED AT DEPTHS OF UP TO 2O FEET. - - OLIII
5. PVC PIPE NOT ALLOWED 1NTH LESS THAN 3~-0" COVER. UNDISTURBED o - r. r. - -
DROP MANHOLE CONNECTION NOT PERMITTED W C~ - _ - _ _ - b{.c J . _ _ _ _ - V J~u -'1 ~ _ _ _ ~.A~ ~ nnlnni ~ I~~~v~~DN~v1 CREEK
ccr,~rln~l FcR sE'r,'Er~s ovER 15;~ GRADE ~ Cr1D t~!(''C1(1T C~(1~r1C - _ -
wJ L v I I V i v ti t 1 1 ? iwr ? \r/ ¦ ¦ ¦ w¦• • CON-NECTION N.T.S. N.T.S.
i - - - E
Y~ STANDARD MSD SEWER DETAILS
NOTES. 1. EDGES ARE TO SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE, AND BROOI 0 b p DGE. AND GROOMED ke
N.T.S. CLEAN OF DUST PRIOR TO APPLICATION OF TACK COAT. COuNTY,NO4t DRAWN. BDP/ON UATE: DEC., 05 JOB: 2002057
2 THIS DETAIL SHALL BE USED ON NORTH FORK RD.. MONTREAT RD, HIAWASEE AVE. ANI MASEE AVE. AND / - = APPROVED: W.P.C. ~15CAll : NOTED SHT: 6 OF 6
WALKER COVE RD.
e;>
EMP006.TLC-1 212212005 102T49 AM