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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 23, 2004
Franklin County
Water & Sewer Department
PO Box 685
Franklinton, NC 27525
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1852
Franklin County
Page 1 of 3
Subject Property: Franklin County Gravity Sewer - Joes Creels Extension, Franklinton, NC
UT to Cedar Creek [03-03-01, 28-29-11.5, WS-II HQW NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Tar-Pamlico
River Buffer Protection Rules (15A NCAC 2B .0259) with Additional Conditions
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.227 acres of wetlands, 210 feet of streams and 12,000 square feet (ft) of
protected riparian buffers for the purpose of installing a sewer system at the subject property, as described
within your application dated November 12, 2004 and received by the N.C. Division of Water Quality
(DWQ) on November 17, 2004. 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). This
letter shall also act as your approved Authorization Certificate for impacts to the protected riparian
buffers per 15A NCAC 2B .0259. 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 and Water Supply 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 Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved - The following impacts are hereby approved as long as all of the other specific
and general conditions of this Certification are met. No other impacts are approved including
incidental impacts:
Amount Approved Plan Location or Reference
(Units)
No One
hCarolina
401 Wetlands Certification Unit vatitrally
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncwetlands
Franklin County
Page 2 of 3
December 23, 2004
Stream 210 (feet)
404 Wetlands 0.227 (acres)
Buffers 12,000 (square ft.)
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.
3. No Waste, Spoil, Solids, or Fill of Any Kind - No waste, spoil, solids, or fill of any kind shall occur
in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-
Construction Notification. All construction activities, including the design, installation, operation,
and maintenance of sediment and erosion control Best Management Practices, shall be performed
so that no violations of state water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters - Sediment and erosion
control measures shall not be placed in wetlands or waters to the maximum extent practicable. If
placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored within six months of the date that the Division of
Land Resources has released the project.
5. Certificate of Completion - Upon completion of all work approved within the 401 Water Quality
Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is
required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 Pen-nit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
r
Franklin County
Page 3 of 3
December 23, 2004
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Tar-Pamlico riparian buffer protection rule as described within 15A NCAC 2B .0259. If you
have any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
4l? Alan W. Klimek, P.E.
AWK/bz
Enclosures: GC 3374
Certificate of Completion
cc: Tracy Rush, 515 Midland Rd., St. F, Southern Pines, NC 28387
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 041852

To Amanda Jones
DR. J.H. CARTER III & ASSOCIATES, INC.
Environmental Consultants
P.O. Box 891 a Southern Pines, N.C. 28388
[phone] 9 Fax [phone]
[e-mail]
Letter of Transmittal
Date: 11/12/04 Job #: 0108
Attn:
Re: Franklin County Gravity Sewer

US Army Corps of Engineers
6508 Falls of the Neuse Rd, Suite 120
Raleigh, NC 27615-6846
WE ARE SENDING YOU
X Maps
_ Data
X PCN Form
Attached Reports
Copy of letter X Plans
Prints Photos
COPIES DATE # P s DESCRIPTION
1 11/12/04 10 PCN Form '5o-opiec, -+
1 11/12/04 3 USGS Topographic Ma and Vicinilly Maps
1 11/12/04 1 USDA Soils Ma
1 11/12/04 16 Franklin County Sewer System Plans/Ma
1 5/13/03 1 Letter of Authorization
1 9/6/02 5 FONSI for proposed project
11111JOLl L [IJI., f k -6r U q `z +t bLt)O
- I _ ?
THESE ARE TRANSMITTED
X For approval
For your use
As requested
For review and comment
REMARKS:
Approved as noted
Approved as submitted
Returned for corrections
For your information
ID) 19 (f f?'?11nr a
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04
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COPY TO: -y,-NC Division of Water Quality SIGNED:
Hobbs Upchurch and Associates
If enclosures are not noted, please contact us immediately PAYMENT
RECEIVED
Endangered Species Surveys • Environmental Assessments • Land Management • Wetlands Mapping and Permitting
Office Use Only: n , ?, Form Version May 2002
0, ._?
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
i
1. Check :ill of the approval(s) requested for this project:
® Secjion 404 Permit F-1 Riparian or Watershed Buffer Rules
pgyN1E?,?T E:1 Section 10 Permit [J Isolated Wetland Permit from DWQ
RECEIVED ®401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide #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: Franklin County
Mailing Address: Water & Sewer Department
P.O. Box 685
Franklinton, NC 27525
Telephone Number: 919-494-5415 Fax Number: 919-494-2225
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)- -
Name: Tracy Rush A
Company Affiliation: Dr. J.H. Carter III & Associates, Inc. D
Mailing Address: 515 Midland Road Suite F
Southern Pines. NC 28387 04
,SM6sTOR VAA en"
Telephone Number: 910-695-1043 Fax Number: 910-695-3317
E-mail Address: trush(@ihcarterinc.com
PAYMENT
RECEIVED Page 5 of 13
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: Franklin County Gravity Sewer - Joes Creek Extension
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): see attached Plan and Profile sheets
4. Location
County: Franklin Nearest Town: Franklinton
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Take US 1 North from Raleigh i to
its intersection with Bert Winston Road (SR 1133). The proposed sewer line will begin just
west of U.S. 1 off Bert Winston Road in the transmission line ROW and o north see
attached man).
5. Site coordinates, if available (UTM or Lat/Long): See attached sheet
(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): 11.2 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Cedar Cre
8. River Basin:-Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littn://h2o.cnr.state.nc.us/adniinhnaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: forested, agriculture and rural residential
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
To install a 2.5 mile gravity sewer line with 30 foot ROW connecting with existing sewer
line. The type of equipment to be used includes a chipping machine, track hoes, back hoes,
a Rammex trench box and a dump truck.
11. Explain the purpose of the proposed work: To extend the sewer line.
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.
N/A
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.
No
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 13
1. Provide a written description of the proposed impacts: Mechanical clearing and
temporary excavation of wetlands along the proposed path of the sewer line.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
Temporary
I Excavation, 092
0 Yes 0 Forested
Mechanized .
Grading
Temporary Herbaceous, wet
2 Excavation, 0.049 Yes 300 feet transmission line
Mechanized right-of--way
Grading
Temporary
3 Excavation, 0
047 No 0 Semi-Forested
Mechanized . Scrub-Shrub
Grading
Temporary

4 Excavation,
0
039
No
100 feet Semi Forested,
Mechanized . Scrub Shrub
Grading
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/dminage, 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.pov.
*** 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: 0.227 acres
Total area of wetland impact proposed: 0.227 acres
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?
specify)
1 Temp Rip-Rap 30 UT to Cedar Creek 10 Perennial
2 Temp Rip-Rap 30 UT to Cedar Creek 1 Intermittent
3 Temp Rip-Rap 30 UT to Cedar Creek 1 Intermittent
4 Temp Rip-Rap 30 UT to Cedar Creek I Intermittent
5 Temp Rip-Rap 30 UT to Cedar Creek 2 Perennial
6 Temp Rip-Rap 30 UT to Cedar Creek 1 Perennial
7 Temp Rip-Rap 30 UT to Cedar Creek 10 Perennial
* 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.
Page 8 of 13
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 210 linear feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name Watcrbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: 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.
Following field investigation the original route was changed to reduce the amount of forest
clearing required for the proposed sewer line right-of-way. The alternate route locates a portion
of the proposed right-of-way within an existing, cleared transmission line right-of-way. The
clearing for the work uses a chipper machine rather than a bulldozer to minimize the disturbance.
Stream crossings were kept to 75 degrees or greater. _Rip rap is shown at all stream and ditch
crossings to stabilize the area and will be removed and returned to original conditions following
acceptance of the installed work. Once the sewer line is accepted the sewer easement area and
clearing area will be returned to original conditions with acceptable wetland material. An anti-
Page 9 of 13
seep collar will be installed in the pine trench on the downstream side of all the wetland area
crossings
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
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://112o.enr.state.nc.us/ncwetlands/strmgide.11tm1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wm/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 10 of 13
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
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.
Page 11 of 13
4 applicable crossings with 30 foot ROW
Zone* Impact
(square feet Multiplier Required
Mitigation
1 7,200 3 N/A - Allowable
2 4,800 1.5 N/A - Allowable
Total 12,000 sq. ft.
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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.
Perpendicular crossings with <40 linear feet of buffer disturbance are allowable.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
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
Page 12 of 13
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).
n
11-12-0
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
#5. SITE COORDINATES-Franklin County Sewer System-Joes Creek Extension
Wetland Crossing #1 36°4.7369'N 78°28.0667'W
Wetland Crossing #2 36°4.4722'N 78°28.7428'W
Wetland Crossing #3 36°4.4805'N 78°28.9944'W
Wetland Crossing #4 36°4.4206'N 78°29.1012'W
Stream Crossing #1 36°4.7369'N 78°28.0667'W
Stream Crossing #2 36°4.4206'N 78°28.8216'W
Stream Crossing #3 36°4.4371'N 78°28.8953'W
Stream Crossing #4 36°4.4392'N 78°28.9054'W
Stream Crossing #5 36°4.4805'N 78°28.9944'W
Stream Crossing #6 36°4.0588'N 78°29.2663'W
Stream Crossing #7 36°4.4516'N 78°28.7733'W
General location of the Franklin County Sewer System Phase II project area, Joes Creek gravity
sewer outfall, Franklin County, North Carolina.
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Dr. J.H. Carter III & Associates, Inc. 15 May 2003
P.O. Box 891
Southern Pines, N.C. 28388
Franklin
County
Department
of
Water
and
Sewer
Five
West
Mason
Street
Post
Office
Box
685
Franklinton,
North
Carolina
27525
Telephone
[phone]
Dr Carter,
Franklin County authorizes you to submit wetland permits for the
Franklin County WWTP and Sewer System Expansion, EDA Project # 04-
01-04897, HUA Project # FK0103. If you have any questions please call
Bill Asycue or me at 919-494-5415.
Sincerely,
Thomas H. Couch
Director
CC: Michael Wicker, Hobbs, Upchurch and Associates, P.A.
Fax
[phone]
1,

360 SW 8
Southern
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michiei
Wiliam G.
Department of Environment and Natural RE
Alan W. Klimek, P.E.
` ,:October 21, 2002
7
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RE: Environmental Assessment (EAJ for Franklin County WWTP Upgrade and Brandy Creek Outfall
(SCH #,03-E-4300-0076)
Dear Ms. Mettlen:
1617 Mal SeMce Center
On October 14.2002. the State Clearinghouse deemed the North Carolina Environmental Policy Act review
on the above project complete (see attached letter from the Clearinghouse).
No comments wet+e received,regarding this project The report produced by the County and the mitigative
measures, resolution, and commitments presented therein allow the Division to issue a Finding of No
Significant Impact (FONSI). The document provides an adequate explanation as to'how impacts will be
avoided. minimized, and mitigated. against Forthcoming code changes were referenced in the EPJFONSI
as mitigative measures to reduce negative environmental impact Please provide the Division with copies of
code and ordinance changes when they are made. These changes must be consistent with the guidance
provided in the memorandum produced by the Wildlife Resources Commission and submitted as part of the
MFONSI regarding reduction of cumulative and secondary. impacts in the service area served by this
project
It is now acceptable to proceed with your permit applications through the Division of Water Quality. Permits
EA?FONSI project should
on I September 6,n 202t No further actions on then
covering and vities contained in t the with this
identified
Environmental Assessment are required.
If there Is anything I can assist you with'. please do not hesitate to give me a call at [phone], exL 366,
Sincerely,
A --
Milt Rhod
Water Quality Section
Attachments: (SCH Sign Off Letter, FONSI
cc. • Dave Goodrich, Supervisor NPDES Permitting Unit
Kim Colson, Supervisor, Non-discharge Permitting Unit
John Domey, Supervisor Wetland/401 'Certification Unit
Bradley Bennett, Supervisor, Stormwater Permitting Unit
Melts McGee, DENR Office of Intergovemmental and Legislative Affairs
A?L
Custvmcr Servloe
(919) 73'.1-7016
1-87-t.623-6745
ht1VrjhVwW.enr.state.nC.Us
TOOZ
i ,

UWision of Water Quality
Raleigh, NC

Jr.
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.FMING OF NO SIGNIFICANT IMPACT
.. EN .MONMEITAL ASSESSMENT FOR THE
CONSTRUCTION OF BRANDY CREEK
" ,, -'CO.UNfiY••WWTP UPGRADE
• ?....,._. i OUTFA•LL LAVE
Franklin County Public Works
September 6, 2002
An environmental assessment (EA) has been prepared, pursuant to the requirements of the North
Carolina Environmental Policy Act, for the proposed Franklin County WWTP Upgrade and
Construelion of Brandy Creek Outfall. Franklin County desires to upgrade the existing
wastewater treatment.plant and to provide sewer service the Brandy Crec c basin in southern
Franklin County. Franklin County is proposing to make improvements to and expand the
Franklin County Regional Wastewater Treatment Plant, which provides wastewater treatment for
the towns of Franklinton and Youngsville in addition'to areas of the county. To better serve the
expanding residential and industrial needs of this vxea, the County is proposing to increase
capacity to 3 Million gallons per day (mgd) at the plant and expand service with a new 18"
gravity ouifall line in the Brandy•Creek basin in southern: portions of the county and a new 24"
outfall from the Towns of Youngsvillc and Franklintoa. The County is also proposing to add
advanced tertiary treatment systems to increase the quality of the effluent.
The service area for this project is mostly undeveloped forest and agricultural area. Some
residential area's are located in this project area as wall. Land use along the proposed gravity
sewer includes rural residential areas, floodplains, and large expanses of woodlands. Industrial
areas, and some additional suburban residential development is common in this area and is
consistent with the comprehensive plan for the County. The outWl line will follow the contours
of Brandy Creek to achieve gravity flow into the existing wastewater treatment plant, ' and
numerous stream and wetland crossings will occur, however, prior to construction, proper
delineation and permitting will take place so as to avoid significant environmental degadation.
Surface waters that drain the Brandy Creek basin include: Cedar Creek, Taylor's Creek, Billy's
Creek, Brandy Creek, and Richland Creek. Most waters in the service area are listed as Nutrient
Sensitive Waters (NSW), and the Division of Water Quality monitors Cedar Creek. The Basin
Plan for the Tar-Pamlico River Basin indicates that waters in this area are listed as "Good,"
however, their use. support rating is listed as "supporting, but threatened" indicating a level of
concern.
Franklin County has abundant farm and forest resources.. The project area will impact some of
these resources. However no farmland or forest resources will be impacted by direct impacts
associated with plant expansion. The extension of the Brandy Creek outfall line will lead to
additional loss of agricultural and forested lands, and secondary and cumulative impacts to these
resources are likely: Cumulative and secondary impacts arc also likely for the surface waters,
wetlands, and groundwater resources to the area, due to the increased support of higher density
residential and industrial development in the service area. In addition a portion of the service

C000 - ?- -- -- --? HOU110,111 SSfiOH????? Z6CL Z6910i6' YVd'OS ST 000Z/60/90
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the, headwaters
of -a drainage. basin with known species of the federally
protectetidwartwedge'musseA.
ahemativs';tveeorisidered?.pnbil'to?C odsing the preferred approach. These alternatives
Fiv
o,:'
facility; • Pumping additional flow to
action; an
included:; N'„F Y.J pgrading?`and?Expan aing . uig f
I,ouisbuz 'PiiIIiping ` additional' flow rte `Vake honest, and; Tertiary treatment and reuse.
However 'the'peeferred Approach Tway alternative two, which upgraded and expanded the existing
1.., ;,
regional plant and add advanced tr'eatmient technology. This more costly alternative was chosen
because it was fiscally morn sensible to expend public funds ensuring that future capacity of the
County facility was adequate to support anticipated growth in this service area.
The Cou ity.has chosen to pursue adoption of a series of crosscutting and ambitious mitigative
measures that will help to reduce anticipated u= tlgated cumulative and secondary impacts.
These mitigative measures are, in the form of a Guidance Memorandum drafted by the Wildlife
Resources Commission and agreed to by the County. A resolution was passed stating that the
mitigative measures will be. codified into ordinance and code form during the forthcoming
Comprehensive Plan review for the County. The resolution passed by the County,on August 5,
2002 volunteer that the County will, until having revised existing codes and ordinances for the
portion of the County covered.by this document, utilize the mitigative measures provided by the
Wildlife Rcsource Commission. All projects that dcsue to iitilize the sezvtr services described in
this environineatal assessment must indicate prior to official approval by the County that any
proposed project is consistent with the document. The County cannot approve plans or authorize
sewer service if projects are not in compliance with mitigative measures contained in this
environmental assessment.
Based on the findings of the EA, and on th4 impact avoidance/mitigation measures contained
therein, it is concluded that the proposed project will not result in significant impacts to the
environment. 'This EA and Finding of No Significant Impact (FONSI) are prerequisites for the
issuance. of the 401 Water Quality Certifications, Sewer Extension permits, and NPDES
Discharge permits by the Division of Water Quality. Pending approval by the State
Clearinghouse, the environmental review for this project will 'be concluded. An environmental
impact statement will not be prepared for this project.
Division of Water Quality
September 6, 2002
too (a
1:
HO2iMdII SHSOH?-?' ZSCL Z69 016 M'fS!ST .COOZ/VO/90
1, ?' 1•?,. ,re,, •. in .•cu':' qJ .J ?,. I: •. ,ray, .Nr,.
RgSOLUTTON APPI20 °C014&? NT TO THE EgPLEMENTATION OF
. G-?A: LION MCASTJRES
;:• } . , ..
V,rHERFAS; The County Commissioners. :f°Frank 'County have submitted this Resolution as part of-
the Envir6nq ental.Assessment and 'Fu diDa* :of No; Signification Impact for the Franklin Crnmty WWTP
Upgrade &' Conswktion of Brandy; Creek Quit.M. Line project to indicate the level of commilrnent to the
regulatoryand resources agencies of the Department of Environmeat and Natural Resources; and
.V/BEREAS, The County Commissioners of Franklin County' understand the need for effective
planning and management of growth within the County in order to protect and sustain valuable natural
resources; '
NOV" ?' ?^ "A" IT =SOLVIT" BY TI DOARD OF COIi'?SSIONr,R,S OF T?
COUNTY OR FRANELIN THAT
(1) An active collaboration between County leadership and the DENR is important in order for the
County to reduce, minimize and mitigate unintentional impacts associated with large public projects of
this nature; and
(2) . The mitigative measures associated with the wastewater collection system expansion into the
drainage basins of Franklin County and the associated wastewater treatment plant upgradeleaTansion
will be applied to the extent possible to all new development projects submitted for review by County
review officials; .
(3) Wastewater service will not be extended to projects within the County without first verifying that the
measures contained in the NC Wildlife Resources Commission Guidance (included as a part of the July
2002 Finding of No Significant Impact and Pe'zmit issued by the Division of Water Quality for the
Franklin County R1WTP Upgrade & Construction of the Brandy Creek OuW Line project) are
complied with to the extent possible; and that the County review officials are satisfied that these
measures have been satisfactorily addressed;
(4) All records dealing with implementation of new projects connecting to the above mentioned project
will be available for review during nomal offico hours;
(5) 't'he County will, through the comprehensive review of existing ordinances and codes and during the
development of a Master Plan for the County, develop additional or modify existing codes and
ordinances to be consistent with the mitigative me?ures contained in the Finding of No Significant
Impact for the Franklin County WWTP Upgrade & Construction of Brandy Creek Outfall Line project
currently submitted for review;
(6) All appropriate codes or ordinaxtccs will remain in effect to guarantee' remewal, modi$eation or
extension of ft.pennit directly associated with this project is ed by the Division of Water Quality or
r 4!X.
its successor, and
S000 ... -- -- H32iIIH0dII SHfibH Zt;CL Z69'0'T6•'YT'3*•TS':'ST•C00Z/b0/90
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L',. ?'•?jr ?i?2.k}4'; :.+ t:Iir 11'x' A'
Noa?.c, thca0 airorc, mcaticncd conditaoa9 a11111 be,consttued to circumvent, violate. or be in conflict
wit :,Ahy existing State or local Board of Heald regulations designed to protect the health, safety, and
wel.fare of the citizens of Franklin Qouniy:
2002 Franklin County, North Carolina.
Adopbea this the S day o£, • • ?A_ ?? '.
John R. Ball
Commissioner
Richard B. `9' if
Clerk to the Board
Jr
IPr%ed-T ICTC•YnJ I IT1unn VZIWt1 ATff
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I '
t

FRANKLIN
COUNTY
GRAVITY
SEWER
SEWER
SYSTEM
EXTENSION
JOSS CREEK
FRANKLIN
CONTRACT VI
COUNTY, NORTH CAROLINA
c
CID
Rm@[23 adcD
Nov i 7 2004
DBR • VWATER QUALITY
ti',rtu,` sht?STOF ?,ArERE ,t

i

I

LOCATION WIA
HOBBS, UPCHURCH & ASSOCIATES, P.A.
r ? CONSULTING ENGINEERS
SOUTHERN PINES, NORTH CAROLINA 28387
TABLE OF CONTENTS
SHEET
N0. DESCRIPTION
1 COVER SHEET
2 VICINITY MAP, GENERAL NOTES
3-11 GRAVITY SEWER LINE S-1
11-14 FORCE MAIN LINE FM-1
15 DETAIL SHEET
16 EROSION CONTROL DETAILS
i
FRANKLINTON
EXISTING GRAVITY SEWER
s

Q
0
N FRANKLINTON

r WWTP
GRAVITY SEWER S-1
FORCE MAIN FM-1

J 1133
BERT WINSTON
ROAD
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YOUNGSVILLE

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HOLDEN ROAD

VICINITY MAP
NITS
GENERAL NOTES:
1 COORDINATE ALL WORK WITH THE COUNTY, THE ENGINEER, GAS, TELEPHONE
AND POWER UTILITIES, AND OTHERS AS REQUIRED. SITES ARE SUBJECT TO
INSPECTION FOR EROSION CONTROL BY N.C. DIVISION OF LAND DUALITY.
2 TAKE PRDPER PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNERS.
IF NECESSARY TO REMOVE AND RESET PROPERTY IRONS, WORK WILL BE
DONE BY A REGISTERED LAND SURVEYOR.
3 All EXCAVATED WOOD AND ROCKS TO BE DISPOSED OF OFF SITE BY
CONTRACTOR. BURY WILL NOT BE PERMITTED ON SITE.
4 ADDITIONAL. EROSION CONTROL MEASURES NOT SHOWN ON PLANS MAY BE
REQUIRED, IF STABILIZATION IS NOT ACHIEVED WITHIN SPECIFIED TIME LIMITS
OR IF UNDUE SEDIMENTATION OCCURS.
5 PLUG OPEN END OF PIPE AT END OF DAY.
6 CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXISTING SEWER LINES.
STORM DRAINS, PIPING AND UNDERGROUND CABLES IN THE FIELD.
NOTIFY ENGINEERS IMMEDIATELY OF ANY CONFLICT.
7 DO NOT TIE NEW SEWER AND/OR FORCE MAINS INTO EXISTING MAINS UNTIL
APPROVED BY THE OWNER AND THE ENGINEER.
8 USE AND STORAGE OF EXPLOSIVES TO CONFORM TO STATE, FEDERAL AND
LOCAL LAWS.

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NOT TO SCALE
s EV No.
2
OF. 6
LIMITS OF CONSTRUCTION SHALL BE 100' BUFFER OFF NOTES: 'm:
LIMITS OF CLEARING AND RIGHTS EDGE OF CREEK
BUFFER 2 BUFFER 2 1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS 10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER W d d
OF WAY LINES 50' OFF EDGE OF CREEK 50' OFF EDGE CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR (INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE 3
OF CREEK THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES, SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
BUFFER 1 OR LINES BEFORE CONSTRUCTION BEGINS. WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND 8
30' OFF EDGE OF CREEK i BUFFER 1 ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
30' OFF EDGE 2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE
OF CREEK WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS WILL BE MADE AT DUCTILE IRON PRICES.
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF i i w
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 0- "
o S "
TEMP. SEDIMENT
TRAP 13 (450 SF) MH X71 U z
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MH 168 WATERTIGHT STa 190+62.89 S-1
(5' DIAMETER) / i TEMP. SEDIMENT '
STA. 182+64.71 S-1
ANTI-SEEP TRAP 15 (800 SF) TEMP. SEDIMENT ?a
TEMP. DIVERSION , COLLAR IRE? EDGE OF TRAP 16 (648 SF) W
DITCH (TYP.) %EO ?' CREEK ANTI-SEEP "
COLLAR
MH 170 '-' -- _
STA. 186+90.11 S-1 _ T - _ s
-TO-,TDB
PROPOSED 18' DIP /6.37'3• / TEMP. SEDIMENT / ?T,?1.
SANITARY SEWER TRAP #4 (242 SF) 160'46'40'
_ ? 20' TEMPORARY CONSTRUCTION
EASEMENT ON EITHER SIDE LUCY BEST SAYRE ''
ANTI-SEEP TEMPORARY 105'41'6' DB 917 PG 527
COLLAR STREAM CROSSING TEMP. DIVERSION
MH X67 ,',' ,' / ?/ /'• ` 172•59'57* DITCH (TYP.) PIN 1854-47-8309(#26298)
STA. 178+93.77 S-1 Q
CA:
GOLF 30' STEEL CASING TO
,' /' AND
BE INSTALLED BY BORE 20' UTILITY EASEMENT ( 0 R>y CIN _ y
/JACK UNDER STREAM ANTI-SEEP F CO'uPU7FD tw
. .1 AS p
m
/ s
/ COLLAR 10' TEMPORARY CONSTRUCTION EASEMENT FFR RF v
'4 012
j I 155'1'19' EXISTING 11YY092 ACRES . MH 169 OUTSIDE DROP (WATERTIGHT) 3 SLIDE 9 8 \ y °m u
?j sra 184+e2.51 s-1 ADOLPHUS THOMAS BEST ,ST and wife, 4) Q'
JEAN
tDO' BUFFER OFF B BAR938 BARA PG 870YERS BEST ?C 1$
EDGE OF CREEK V3
PIN 1854-67-0729(#26299) Esc 2 f
C3
BUFFER 2 GRAPHIC SCALE
50' OFF EDGE r e r a e
BUFFER 1 OF CREEK NOTE: ALL MANHOLES SHALL BE 4' uj g
DIAMETER UNLESS OTHERWISE INDICATED C
30 OFF EDGE
OF CREEK uINE E sC_-1 ,

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178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 O
G, 16
LIMITS OF CONSTRUCTION SHALL BE
LIMITS OF CLEARING AND RIGHTS
OF WAY LINES
MH f71
STA. 190+62.89 S-1
TEMP. SEDIMENT
TRAP J6 (648 SF) .
NOTES:
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES,
OR LINES BEFORE CONSTRUCTION BEGINS.
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
WILL BE MADE AT DUCTILE IRON PRICES.
ANTI-SEEP MH J72 BUFFER 2
COLLAR \ STA. 194+16.43 S-1 BUFFER 1 50' OFF EDGE_
30 OFF EDGE OF CREEK EDGE OF
T? \ \ \ OF CREEK CREEK
1-' I -' WOODED AREA J
S' _ 353.54 \ i
_ _ ANTI _
16046'40' -SEEP IN
COLLAR MH f75
STA. 201+64.62 S-1
NNI_J i? 20' TEMPORARY ANTI-SEEP
PROPOSED 1 149'52'3' \ IN CONSTRUCTION EASEMENT COLLAR
8' DIP
SANITARY SEWER
` 139'51'38' 175'0'33'
` ` . `1` ` ` `-- - -
TO
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MH f76
STA. 203+87.44 S-1
i 60' LIMITS OF CLEARING -
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STA. 196+42.60 S-1 -- ANTI-SEEP
COLLAR

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NOTE: ALL MANHOLES SHALL BE 4' y" s
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190+00 191+00 192+00 193+00 194+00 195+00 198+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 ,6
NOTES:
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES,
OR LINES BEFORE CONSTRUCTION BEGINS.
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION
MH {79
STA. 212+36.26 S-1 IMH #80 WATER TIGHT
STA. 213+92.04 S-1
ANTI-SEEP
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS COLLAR
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF j \ ___--155.78-
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER _ ---
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE -'-
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND i i i ! \. J?1!
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL !! i 124'56'J2 145'3'43' ?
FEET FROM WATER MAINS. THE CONTRACTOR SWILL RECEIVE 122'19'34'
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
WILL BE MADE AT DUCTILE IRON PRICES. 10' TEMPORARY
CONSTRUCTION EASEMENT ' r
N
\ \\ \ ?? WOODED AREA 1? ! r l l . % /
\ \ \ \\ / / ! / MH X81
\ \\ \\ MH }76 STA. 217+15.16 S-1
\ \ \\ \\ STA. 203+87.44 S-1 141'31'21'

180'0'0" \
PROPOSED 18' DIP
SANITARY SEWER
\ / / r
\ 20' UTILITY EASEMENT ro
\ TEMP. SEDIMENT S, / ?J r
\? \\\\??e \\ TRAP 18 (1152 SF) MH 178 ?+•l` ,? S?
\ \ ?\ \ STA. 210+18.28 S-1
\ \ \ \^ .
\ \ \\10011'49' 20' TEMPORARY CONSTRUCTION a 1}/ / ,'
\ \ \\\ \ \ ' ?, '?, . O8 EASEMENT ON EITHER SIDE 0J\??G Q r /
\ 60' LIMITS OF CLEARING /
\\ V
MH 177
STA. 206+10.26 S-1

GRAPHIC SCALE
e , e e n a
NOTE: ALL MANHOLES SHALL BE 4' 6- _j 6-4
DIAMETER UNLESS OTHERWISE INDICATED.
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USUVED:JLH
a - DBC
CHECKER MCW
scu[ 5
V1'-5
S ES x0.
6
LIMITS OF CONSTRUCTION SHALL BE
LIMITS OF CLEARING AND RIGHTS
OF WAY LINES
NOTES: \ BUFFER 1 LIMITS OF CONSTRUCTION SHALL BE m o ?
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS \ 30 OFF EDGE
BUFFER 2 Of CREEK LIMITS OF CLEARING AND RIGHTS ° a a
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES, 50' OFF EDGE \ E OF WAY LINES
OF CREEK 10OLF 30' STEEL CASING TO BE
OR LINES BEFORE CONSTRUCTION BEGINS.
RED AND JACKED UNDER
IDR' BO
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION 100' BUFFER \ \\ EDGE OF CEEK
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION OFF EDGE CREEK
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS 20' TEMPORARY OF CREEK \ o
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF CONSTRUCTION EASEMENT TEMP T X86
SEWER (INCLUDING FORCE MANS) AND WATER MAINS, AND MH X83 WATERTIGHT TRAP y? . IS9ED IMENT STA. 228+79.86 S-1 0 W
m 3 882 S
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER EDGE OF UTILITY EASEMENT (5' DIAMETER) \\ , : o u
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE LIMITS OF CLEARING STA. 221+89.19 S-1 \ ° ' u
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE MH a85 WAT TGHT G S
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND 17939'34' STA 227+36ER .34 S-1 p w p
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL EXISTING WETLAND ^ w
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE AREA= .049 ACRES 1 1 ?\ , F F
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT ANTI-SEEP / W
WILL BE MADE AT DUCTILE IRON PRICES. , COLLAR \ ?\\ / W
MH #88
STA. 231+79.72 S-1
20' TEMPORARY CONSTRUCTION
S-) EASEMENT EITHER SIDE
I
T ? 17748'56'
175'10'26' A,
20' UTILITY EASEMENT `
TEMPORARY j `
DIVERSION DUCH 19 g8' ` `?
MH 189
STA. 233+62.95 S-1 `? \»
163'6'0'
TEMP. SEDIMENT
TRAP ill (1152 SF)
WOODED AREA - ` 30' LIMITS OF CLEARING
MH 191
STA. 236+60.11 S-1
NOTES
1.)THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES,
OR LINES BEFORE CONSTRUCTION BEGINS.
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND
ANTI-SEEP /
COLLAR
MH +95 /
STA. 243+33.88 S-1 /
100' BUFF /20' TEMPORARY CONSTRUCTION
OFF EDGE ^ EASEMENT ON ETHER SIDE
OF CREEK
MH #94 {\ /? EXI TING WETLAND
+gp STA. 240+97.59 S-1 AREA= .047 ACRES
234+82.93 S-1 TEMPORA/SY
P STREAM CROSSING
,r-20' UTILITY EASEMENT 130'0'58' SILT FENCE
10' TEMPORARY SILT FENCE
CONSTRUCTION EASMENT

10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
WILL BE MADE AT DUCTILE IRON PRICES.
/ / / / ` \ ?J! 80.59'1 0-
/i//? 141'28'20. 1 • _ . _ , / \ •N
! !
162'35'13' / N/
161'49'14' 127'48'32' EDGE OF `\ \ \ !!
CREEK
3W _ _ _ _ _ _ BUFFER 1
-- _ 30' OFF EDGE OUTSIDE DROP
a°W OF CREEK MH J96
oW (5' DIAMETER)
_ MH #93 STA. 245+65.13 S-1
STA. 239+21.65 S-1 BUFFER 2
W 40 LF 30' STEEL CASING
50 ' OFF MH 192 OF CREEKDGE TO BE DRY BORED AND
STA. 237+89.95 S-1 JACKED UNDER CREEK
100' BUFFE
WOODED AREA f? OFF EDGE
OF CREEK
LIMITS OF CONSTRUCTION SHALL BE GRAPTUC SCP12
LIMITS OF CLEARING AND RIGHTS NOTE: ALL MANHOLES SHALL BE 4'
OF WAY LINES Di rm) DIAMETER UNLESS OTHERWISE INDICATED. LINE
( ?
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6
LIMITS OF CONSTRUCTION SHALL BE
LIMITS OF CLEARING AND RIGHTS
OF WAY LINES

NOTES:
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES,
OR LINES BEFORE CONSTRUCTION BEGINS.
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS. AND
EDGE OF
CREEK
1
BUFFER 1
30' OFF EDGE
/ L?.OF
CREEK ^ MH 198
STA. 253+14.63 S-1
(BUFFER 2
50' OFF EDGE - ?`
v OF CREEK
\ - _ 20' UTILITY EASEMENT
175'44'32' 4950
149'274' S1^
r
I I I 180'59'40'
I I I
I I I. 'I _-402OOr
L-J-
100' BUFFER
OFF EDGE
OF CREEK
MH J96 (OUTSIDE DROP)
STA. 245+65.13 S-1
I
N

10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
WILL BE MADE AT DUCTILE IRON PRICES.
t7r3s'as'
146*16*551"
35027----
TEMP. SEDIMENT ( ST A. TRAP 12 722 SF) STA 259
59+BD.41 S-1
GRAPHIC SCALE
NOTE: ALL MANHOLES SHALL BE 4' n a
DIAMETER UNLESS OTHERWISE INDICATED.
LINE S_1 (IN rat)
I leeh . 60 n

75-
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9
I-
',_,-' _ 10' TEMPORARY 4
CONSTRUCTION EASEMENT
PROPOSED 15' PVC 10OLF 30' STEEL CASING TO
SANITARY SEWER BE INSTALLED BY BORE AND
MH #87 JACK. EXTEND CASING 5' MIN.
STA. 249+65.13 S-1 BOTH SIDES OF PAVEMENT.
-30' LIMITS OF CLEARING ^
WOODED AREA - \ MH X99
STA. 256+30.14 S-1
WETLAND
.039 ACRES
EDGE OF
1
1 I I(\ CREEK
1 1 1
1j 1
11 }1 1 146'16'\' BUFFER 1
I 30' OFF EDGE
I
NOTES:
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES,
OR LINES BEFORE CONSTRUCTION BEGINS.
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION
1 1 ` OF CREEK BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
- iB00'0' 18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND
\ \ BUFFER 2 10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
\ \` \ 50' OFF EDGE ' (INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE
OF CREEK SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
L1H 1100 WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
STA. 259+80.41 S-1 ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
?S\ yO' UiWTY TEMP. SEDIMENT FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE
TRAP /14 (722 SF) APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
100' BUFFER EASEMENT ,
WILL BE MADE AT DUCTILE IRON PRICES.
OFF EDGE TEMPORARY STEAM
OF CREEK 1 MH +101 CROSSING
` STA. 262+27.56 S-1
10' TEMPORARY EDGE OF 100 BUFFER MH 1104
CONSTRUCTION EASEMENT `, \ ?ICREEK 'i OFF EDGE p , STA. 271+49.37 S-1
SEDIMENT
114 (722 SF) MH 1105
STA. 275+03.96 S-1
STA. 0+00 FM-1
-20' UTILITY EASMENT
'? 1 _354.59_
10' TEMPORARY
CONSTRUCTION EASEMENT
PROPOSED 15' PVC
SANITARY SEWER
NOTE: ALL MANHOLES SHALL BE 4'
DIAMETER UNLESS OTHERWISE INDICATED.
EXISTING
POWER LINES
I
I I
30' LIMITS OF CLEARING
PROPOSED 12' PVC
FORCE MAIN
LIMITS OF CONSTRUCTION SHALL BE
LIMITS OF CLEARING AND RIGHTS
OF WAY LINES LINES 1

I
EXISTING
TOWER
NOTES
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES,
OR LINES BEFORE CONSTRUCTION BEGINS.
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND
STA- 5+17 FM-1
1-2' AIR RELEASE VALVE
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10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
WILL BE MADE AT DUCTILE IRON PRICES.
NOTES:
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES,
OR LINES BEFORE CONSTRUCTION BEGINS.
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS. AND
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SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
FEET FROM WATER MAINS. THE CONTRACTOR SWILL RECEIVE
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
WILL BE MADE AT DUCTILE IRON PRICES.
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NOTE: ALL MANHOLES SHALL BE 4'
LINE ?,_' DIAMETER UNLESS OTHERWISE INDICATED.
(Di fur)
IL-h-60 M1
460
435

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DATE. MAY 2004
DE9G M.
JLH
D. DBC
CHECKED: MCW
S u H 1 = 50
SHEET HD.
12
otuu a+uu 1 U+uU 11+00 1z+0o 13+00 14+00 15+00 16+DO 17+00 18+00 1 9+00 20+00 21 +00 22+00 23+00
NOTES: LIMITS OF CONSTRUCTION SHALL BE
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS 10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER LIMITS OF CLEARING AND RIGHTS
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR (INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE OF WAY LINES
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES, SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
OR LINES BEFORE CONSTRUCTION BEGINS. WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND

2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
FEET FROM WATER MAINS
THE CONTRACTOR SHALL RECEIVE
s
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION .
„e
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS WILL BE MADE AT DUCTILE IRON PRICES.
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND
LIMITS OF CONSTRUCTION SHALL BE
LIMITS OF CLEARING AND RIGHTS
OF WAY LINES
g
O
2
2
3
Li
Li
DO
CUT NEW 12' 90' BEND
INTO EXISTING FORCE M
j PVC
_JEXISTING 12' ]FORCE MAIN
I FORCE N
I
CUT NEW 12' 90' BEND
NTO EXISTING FORCE MAIN
I
NEW 12' 90' BEND
I
I
VALVE VAULT
6LF NEW 12' PVC
FORCE MAIN (TYP.)
NEW 12' 90' BEND
NEW 12* PVC
CE MAIN (TYP.)
II
CONTRACTOR SHALL INSTALL NEW VALVE VAULT, LINES AND
FITTINGS AND TEST PRIOR TO CUTTING NEW 90' BENDS INTO
EXISTING 12' FORCE MAIN.
CONTRACTOR SHALL COORDINATE INSTALLATION WITH THE
FRANKLIN COUNTY UTILITY DEPARTMENT.
VALVE VAULT LOCATION DETAIL
3'X3' ALUMINUM BILCO DOOR
TYPE V OR EQUAL WITH A
H/20-44 WHEEL LOADING
MANHOLE STEPS 12' O.C.
?"?cTs
z
n
N .' a
GROUT
DRAIN
1/4' ALUMINUM DIAMOND
PLATE COVER
ALUMINUM EXTRUDED
FRAME (WELDED)
STEEL STRAP
ANCHOR
PVC SCH. 40
SCREENED VENT
TEE 12.. u MF
12
6-
12' CHECK
VALVE (TYP.)
SABC STONE BASE 12' GATE VALVE
121X6' CONCRETE WHEEL OPERATED
SUPPORT (TYP.) (nP')
POUR IN PLACE SECTION VIEW
2- PVC DRAIN
`LINE TO DAYLIGHT
j i...... .... .I - - --
r I
--------- ----?
3'X3' ALUMINUM BILCO DOOR
TYPE V OR EQUAL WITH A
H/20-44 WHEEL LOADING
TOP
ACCESS STEPS CENTERED N.T.S.
UNDER DOOR
DRAIN TO DAYLIGHT
n
B'X1B'X12' DEEP SUMP ?p
.777-77
-- PLAN VI?
VALVE VAULT DETAIL
N.T.S.
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DATE: MAY 2004
DES, K D:JLH
D.- JLH
CHECKED: MCW
SCALE: H 1 z 50
S'EV a.
14
B' 2'-0• 6' HEAVY DUTY MANHOLE
RING k COVER. EAST JORDAN _0? I-1/4' (32mm) LETTERS
RON WORKS OR APPROVED EQUAL L (RECESSED FLUSH)
" i 0 0 10 (4) 1' (25mm) DM
cf ?T'?iy HOLES ON 29 3/4'
IJ?.', ??!II (756mm) BOLT CIRCLE
ALL MANHOLE RINGS SHALL BE BOLTED Wa.
o INTO CONCRETE CONE WITH 1/2' DM.
I KWIK BOLT STUB ANCHOR SYSTEM 0 (? S(R (2) OPEN
HILO BRAND OR APPROVED EQUAL 0 PICKHOLES THIRD
AS NO. 6 NF. IN IN WNCUMAT E ® (4) 3/4' VENT HOLES
O _-?I 8

S

4
AS REWIRED
1
o ?iuiul
#4012'EW
AS REQUIRED
PRECAST MANHOLE DETAIL
N.T.S.
23-1/2'
TAPERED
LIFTING ?1•
MOLE ?
'
21
COVER SECTION

W
CLAIAP
RUBBER BOOT
IVY 25-1/8'

3-11/16'
r1'
I
f- 22'? I
NO. 6
MESH
5/8'
- 25-15/16'
FRAME SECTION
'v',
(2) CAM LOCKS
SEE DEETAL
1' LITTERING
Y^(SE)E PICK DETBARS
(4). 1' HOLES ON
31 CIA S.C. EQUALLY
SPACED 90 APART
k
1' D DI A ON
ON 71' 12 B EQUALLY
SPACED 120* APART
26' DLl ? 1T?•
2H WREA GASKET
'16'
COVER SECTION
27, OK II
261 Ow
24A' DIA 71'
34' CIA
FRAME SECTION
(1Bmm) 5/B' DM
SS ROD
PICKBAR k GASKET
GROOVE DETAIL
1. MATERIAL: CRAY IRON CONFORMING TO
ASTII A48 CL358.
2. CASTINGS TO BE UNCOATED.
3. COVER TO MEET OR EXCEED AASHTO
M-306 PROOF LOW OF 40,000 LB.
4. ALL LETTERING TO BE CLEAN, CRISP
AND CLEARLY LEGIBLE.
5. CASTING MA.WSACT RER MUST BE EAST
JORDAN IRON WORKS, INC. OR APPROVED
EIX1NAlENT.
6. CASTINGS TO BE MADE OF RECYCLED
MATERMLS, 752 POST CONSUMER WASTE.
EST. WT.
CANER: 170 LBS 77kg
FRAME: 175 LBS 80kg
UNIT. 345 LBS 157kg
MAYL SPEC.
COVER - CRAY IRON
ASTM A48 CL35
FRAME - CRAY IRON
ASTM A48 CL35
L ' /4 L Dik
1 I
„2•r ? 4i L-
I n/u•
J/14• REF CAM LOCK
`. CAM LOCK DETAIL
MACHINE DETAIL J MACHINED SURFACE
1. MATERIAL CRAY IRON CONFORMING
10 ASTM A48 CL35B.
2. CASTINGS TO BE UNCOATED.
3. COVER TO MEET OR EXCEED AA-WO
M-306 PROOF LOW OF 40,000 LB.
4. ALL LETTERING TO BE CLEAN.
CRISP, AND CLEARLY LEQIBLL
5. CASTING MANUFACTURER MUST BE
EAST JORDAN IRON WORKS, INC. OR
APPROVED EQUIVALENT.
6. CASTINGS TO BE MADE OF
RECYCLED MATERIALS, 75 2 POST
CONSUMER WASTE
7-1/2' EST. WT.
FRAME: 205 LBS 93kg
COVER: 130 LBS 59kg
E 7/8' TOTAL 335 LBS 152kg
F MATL SPEC.
COVER - CRAY IRON
ASTM A48 CUS
FRAME -GARY IRON
ASTM A48 CL35
HEAVY DUTY MANHOLE RING & COVER DETAIL
N.T.S.
w WIDTH SHOWN IN SCHEDULE w
?2 U
=
a
OFi ASPHALT - WIDTH SHOWN IN PUNS C

?o
O
`

2'-0" 3'- S' MIN.

0'
(TYPICAL ECL
:J
MIN.
- MIN.
- - - - - BOTH SIDES) - - CARRIER PIPE
-----------
NOTE CONTRACTOR SHALL COMPLY WITH ALL STEEL CASING TC BE NOTE:
REQUIREMENTS OF THE 'POLICIES AND INSTALLED BY BORING
PROCEDURES FOR ACCOMMODATING ALL PIPING INSTALLED IN STEEL CASING
UTILITIES ON HIGHWAY RIGHTS-OF-WAY (SEE PUN AND PROFILE SHEETS) SHALL BE D.I.P.. D.I.P. SHALL EXTEND
AS PREPARED BY D.O.T. CASING LENGTH A MIN. OF S' PAST THE END OF CASING.
(SEE PLAN AND PROFILE SHEETS)
TYPICAL BORING DETAIL
N.T.S. 1, 2* SHUT-0 STANDARD 2'-0' M.H. RING
HALL 8 COVER PLACED IN CONCRETE
5• S'
NOTE.
BEDDING SHALL BE SMOOTH TRENCH
BOTTOM. OR COMPACTED LDOSE FILL
MATERIAL AS REWIRED TO PROVIDE
A FIRM. STABLE AND UNIFORM
SUPPORT FOR THE FULL LENGTH
OF PIPE
- COMPACT TO 952 OF
T
MIN. EXCAVATED ?F''Igl MAXIMUM DRY DENSITY
TRENCH WIDTH AS DETERMINED BY
rc PANE WIDTH f 12' FINAL A44ff0 4EUgD T-99.
MECHANICAL TAMPER
BWKFILL
u SHALL BE REOURED.
i
3
P(
WIDTH

w
I
? 9ACNRl
INITIAL BACKFILL AND HWNCMINO
j]
PRE SPRINGLIKE 3 SHALL BE THE SAME MATERIAL AS
PIPE
ZONE 111 w THE BEDDING
5 HAUNCHNQ ?n

I IE I(=jl I 'I DING u
III ALL PVC AND D.I.P. PRE LESS THAN 24' IN DM.
SHALL BE BEDDED ON 4' ABC STDNE BASE
TRE
DETAIL
C ALL PVC AND D-I.P. PIPE
LARGER
2
O
N
H S
HALL BE BEDDED ON 6'
MIN.
BBASEE
N.T.S.
O
i
T
HEAVY DUTY WATERTIGHT MANHOLE RING & COVER DETAIL
CONCRETE
I,, ?.1 • PIPE.
i I I
i F 12'-
_ Z
UNDISTURBED SOIL
END NEW SIDE VIEW
THE CONCRETE COLLAR IS POURED
AGAINST UNDISTURBED SOIL IN TRENCH
APPLY MASKING AROUND OUTSIDE OF PIPE
ANTI-SEEPAGE COLLAR
N.T.S.
N.T.S.
COLLAR
I I \
4'-0' MANHOLE
SECTION BOLTS TO PIPE
JSPIDER, BY SPIDER MFG.
/ TOR APPROVED EQUAL
BACK FLUSHING
HOSE
APCO SEWAGE

VALVE IR RELEASE
A
1' BLO
-0
F
HEAVE DUTY STEEL SKIDS (4)
401 OR EQUAL VALVE QUICK DISCONNECT
COUPLING
PLAN VIEW LINE S_1 CARRIER PIPE
SADDLE SPIDER SIZE DETERMINED BY
SIZE OF STEEL CASING AND
I
I CARRIER PIPE
CARRIER SPIDER
STEEL ENCASMENT CARRIER PIPE
L1- I .. C CI
-
2' SHUT-OFF ' STONE BASE ENCLOSE END
6 ?aFF;?g151EIP1Orc;c=alaTOiy1 2' WEEP HOLE W/
VALVE B
BLOCK 1/4 C.Y. WASHED
O STONE AT LOW END
AIR RELEASE VALVE AND MANHOLE
N.T.S.
SPIDER DETAIL
N.T.S.
Isa?Tl
w
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DATE. MAY 2004
DESKNED:JLH
D.- DBC
O C.ED: MCW
s-E; H 1 = 50
4EET W.
15
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? xF m D
EROSION AND SEDIMENT CONTROL NOTES:
1. UNLESS OTHERWISE INDICATED, ALL VEGETATION AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE EROSION k SEDIMENT CONTROL
PLANNING k DESIGN MANUAL k ACCORDING TO THE SPECIFICATIONS.
2. ALL HARD SURFACE PUBLIC ROADS SHALL BE CLEAN AT THE END OF EACH WORK
DAY. PROVIDE TEMPORARY CONSTRUCTION ENTRANCES AT THE LOCATIONS SHOWN
ON THE PLANS OR AS OTHERWISE NECESSARY.
3. THE LOCATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES ARE APPROXIMATE.
THESE DEVICES SHALL BE LOCATED TO ACHIEVE MAXIMUM BENEFIT. IF DURING
CONSTRUCTION THESE DEVICES ARE NOT SUFFICIENT TO ADEQUATELY CONTROL
EROSION AND SEDIMENTATION. ADDITIONAL EROSION CONTROL DEVICES SHALL BE
INSTALLED AS DIRECTED BY THE ENGINEER.
4. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED
AND DISPOSED OF WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION.
5. CONTRACTOR SHALL TAKE All STEPS NECESSARY TO PREVENT SEDIMENT (GENERATED
BY CONSTRUCTION OR EROSION) FROM ENTERING STREAMS. CONSTRUCTION VEHICLES
WILL NOT BE ALLOWED IN FLOWING STREAM CHANNELS OR TO DAMAGE THEIR BANKS.
TEMPORARY STREAM CROSSINGS SHALL BE INSTALLED IN ALL FLOWING STREAMS WHICH
WILL HAVE CONSTRUCTION TRAFFIC CROSSING THEM.
6. STOCKPILING OF EXCESS MATERIALS IN WETLAND AREAS IS NOT ALLOWED.
7. IN GENERAL ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
AFTER EACH RAINFALL OR WEEKLY. WHICHEVER IS MORE FREQUENT (AT LEAST DAILY
DURING PERIODS OF PROLONGED RAINFALL). CONTRACTOR SHALL CLEAN AND REPAIR
ACCORDINGLY.
SEEDING SPECIFICATION
ALL EXPOSED GROUND SURFACES THAT HAVE BEEN DISTURBED DURING CONSTRUCTION SHALL BE
SEEDED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS:
A) PREPARATION OF THE SOIL:- THE SOIL SHALL BE LOOSENED AND MIXED TO A DEPTH OF
FOUR INCHES (4'). SUITABLE EOUIPMENT MEETING THE APPROVAL OF THE ENGINEER
SHALL BE USED. THIS OPERATION SHALL BE ACCOMPLISHED BY CUTTING ON ONE FOOT (1')
CENTERS PARALLEL TO THE CONTOUR OF THE SLOPE.
B) SOIL IMPROVEMENTS: LIME SHALL BE APPLIED AT THE RATE 1-1 1/2 TONS PER ACRE.
10-10-10 COMMERCIAL FERTILIZER SHALL BE APPLIED AT THE RATE OF 800 LBS. PER ACRE
AND WELL WORKED INTO THE TOP INCH OF THE TOP SOIL
C) SEED MIXTURE AND SOWING THE SEED: SEE SPECIFICATIONS
D) MULCHING AND ASPHALT-TIE DOWN: ALL SEEDED AREAS WILL BE MULCHED WITH 1-
1 1/2 TONS SMALL CRAW STRAW SPREAD UNIFORMLY, APPROXIMATELY 1/4 OF GROUND
SHOULD BE VISIBLE TO AVOID SMOTHERING SEEDLINGS. ASPHALT EMULSIONS SHALL BE
USED TO ANCHOR THE STRAW APPLIED AT 150 GALLON PER TON OF STRAW. (ALTERNATE
METHODS MAY BE USED, AFTER APPROVAL BY THE ENGINEER.)
E) MAINTENANCE: MAINTENANCE SHALL CONTINUE UNTIL TURF IS ESTABLISHED.
F) GUARANTEE: THE CONTRACTOR SHALL GUARANTEE A LIVE AND VIGOROUS STAND OF
PERMANENT GRASS AT THE TIME OF ACCEPTANCE OF THE WORK CONSISTING OF 80%
COVERAGE MINIMUM FOR SEEDED GRASS WITH NO BARE SPOTS GREATER THAN 5 SQUARE
FEET.
THE CONTRACTOR SHALL INSTALL ALL TEMPORARY AND PERMANENT SEEDING SHOWN IN
THE TABLES LISTED BELOW FOR THE TIME PERIODS LISTED
TEMPORARY SEEDING IN POUNDS OF SEED PER ACRE
DATES RYE(GRAIN) MILLET LES EDEAZA
FEB. 15 - MAY 15 120 - 50
MAY 15 - AUG. 15 - 40 10
AUG. 15 - FEB. 15 120 - -
PERMANENT SEEDING IN POUNDS OF SEED PER ACRE
CROWN KOREAN
DATES TALL FESCUE VETCH LESPEDEZA REDTOP
JULY 15 - AUG 30 40 10 10 5
MARCH 5 - MAY 15 40 10 10 5
PROPOSED SWALE
W/ SPECIFIED UNING CUSS B RIPRAP
23' THICK X 10• LONG
WITH NON-WOVEN
GEOSYNTHETIC UNDERLINER
(MATCH EXISTING SLOPE)
NOTE:
MATCH EXISTING
22' THICK BANK SLOPE
CUSS B RIPRAP
CREEK CROSSING BOTTOM
STREAM BANK STABILIZATION DETAIL
N.T.S.
5 LONG X 'WEIR L' WIDE
RIN
AP
VELOCITY
I
PATOR
DISSI
57 WASHED STONE 5r o M N?
TO 12' THICKNESS
m
0
SIZE AS INDICATED ? e
a ti
o tl
LENGTH
FILTER FABRIC
CROS S SECTION B• THICK CLASS A
DESIGN RIPRAP
SETTLED TOP
OVERFILL 6'
2:1 SIDE SLOPE MAX. FOR SETTLEMENT
21' MIN.
,
' WEIR LIE
'I
?
??=I1 EMERGENCY BY-PASS
'
6
BELOW SETTLED
TOP OF DAM
1
>k NATURAL GROUND
FILTER FABRIC VARIES 1:1 SIDE SLOPE
CLASS B RIPRAP

ST WIDTH
ONE SECTION
TEMPORARY S EDIMENT TRAP DETAIL
N.T.S.
COMPACTED SOIL
2• MIN.

6• TYPICAL
TEMPORARY EARTHEN DWRSION DITCH
N.T.S.
FILTER FABRIC WITH
WIRE FENCING
4'x4' TRENCH BACKFILLED
AND COMPACTED AFTER
GEOTEXTILE FABRIC INSTAL]
TREATED 2X4' POSTS SPACED
AT 10 FT. WITHOUT WIRE
FENCING AND 6 FT. (MAX.)
WITH WIRE FENCING.
4
FLOC - "1v??• rs
NOTES: Jili/
1. SILT FENCES SHALL BE INSTALLED AS SHOWN
ON THE PLANS OR WHERE DIRECTED BY THE
ENGINEER TO CONTROL EROSION. 4j1?.
2. REMOVE SEDIMENT PERIODICALLY. REPAIR ANY 4
UNDERMINING IMMEDIATELY.
EXTEND FABRIC AO
WIRE INTO TRENCH
TEMPORARY SILT FENCE DETAIL
N.T.S.
TLO?
4
i
I
PLAN
THRUST COLLAR DETAIL
N.T.S.

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6 z
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CJ O
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WE: MAY 2004
MSrveD:JLH
o ANN: DBC
n+[cNCo-. MCW
SE: H 1 = 50
s En No.
LF:
1s
UNDISTURBED EARTH
DUCTILE IRON PIPE
CONCRETE BLOCKING
3000 PSI
r_ 1-
co
1i-
1-
1 _
o
O
!1'1 a
6? I TRENCH WIDTH I 6'
-4 SECTION -
DUCTILE IRON PIPE TRENCH WALL
UNDISTURBED EARTH '
THRUST RING /
WELDED TO PIPE
CONCRETE BLOCKING 6'
3000 PSI
TRENCH WALL