20031470 Ver 1_COMPLETE FILE_20031121

Michael F. Easley, Governor
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William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Town of Hobgood, NC
Attn:Mr. Danny Ellis, Town Administrator
207 Commerce Street
PO Box 217
Hobgood, NC 27843
December 17, 2003
DWQ Project No. 03-1470
Halifax County
Page 1 of 3
Subject Property: Hobgood Sewer Collection System, Hobgood, NC
UT to Deep Creek [03-063-04, 28-79-32-(1.5), WS-IV (water supply) NSW]
APPROVAL of 401 Water Quality Certification, AUTHORIZATION CERTIFICATE and Minor Variance Approval as
per the Tar-Pamlico River Buffer Protection Rules (15A NCAC 213.0259) with ADDITIONAL CONDITIONS
Dear Mr. Ellis:
You have our approval, in accordance with the attached conditions and those listed below, to lace fill within or
otherwise impact approximately 320 feet of streams and approximately 38,000 square feet (ft2j of protected riparian
buffers for the purpose of constructing 15 perpendicular stream crossings, one non-perpendicular stream crossing and
parallel buffer impacts at the subject property, as described within your application dated November 18, 2003 and
received by the Division of Water Quality (DWQ) Wetlands/401 Unit on November 21, 2003. After reviewing your
application, we have decided that the impacts are covered by the DWQ 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 (USAGE). This letter shall also act as your approved Authorization Certificate for impacts to the protected
riparian buffers per 15A NCAC 2B .0259. Also, this letter shall act as your approved Minor Variance for 700 square feet
of Zone 2 buffer impacts associated with the proposed pump station. 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 will expire when the
accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid 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). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. 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,
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
?10_744_i 7QA /nL,nne1 010JQ4_RAQ2 /fnvl httn•//h9n enr etafo ne ne/nrwetlanrVc
Applicant:
Page 2 of 3
Date:
borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated
with the project.
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the
impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
3. 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.
4. 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.
5. Buffer Mitigation (WRP)
You are required to mitigate for impacts to the protected riparian buffers. The required area of mitigation to
compensate for impacts to the protected riparian buffers is 63,808 square feet (based on "Determination of Funds
Paid to the Riparian Buffer Restoration Fund" table provided within the application) as required under this
Authorization Certificate, Minor Variance Approval and 15A NCAC 213 .0260(buffermitigation rule). We understand
that you wish to make a payment into the Riparian Buffer Restoration Fund administered by the NC Wetlands
Restoration Program (WRP) to meet this mitigation requirement. This has been determined by the DWQ to be a
suitable method to meet the mitigation requirement. In accordance with 15A NCAC 213 .0260(7)(buffermitigation rule),
this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2B .0259(9)(C)(buffer
protection rule). Until the WRP receives and clears your check (made payable to: DENR - Wetlands Restoration
Program Office), no impacts specified in this Authorization Certificate shall occur. Mr. Ron Ferrell should be contacted
at [phone] if you have any questions concerning payment into the WRP. You have one month from the date of
this approval to make this payment. For accounting purposes, this Authorization Certificate authorizes payment
into the Riparian Buffer Restoration Fund to compensate for 63.808 fl2 of required riparian buffer mitigation
for impacts to protected riparian buffers; 03-03-04 river and subbasin, 28-79-32-(1.5) stream index number."
6. Sewer Systems
The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local sewer system
regulations.
7. Water Quality Certification(s)
The proposed project must comply with all of the conditions of General Water Quality Certification(s) (GC) 3374.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Applicant:
Page 3 of 3
Date:
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the 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.
Attachments: Certificate of Completion
GC 3374
Cc: Gary J. McCabe, E.I., 5919 Oleander Drive, Suite 103, Wilmington, NC 28403 (910-392-4612 FAX)
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 031470
Date: December 17, 2003
bz
Sincerely,
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
NORTH CAROLINA DIVISION OF WATER QUALITY
401 WATER QUALITY CERTIFICATION, AUTHORIZATION CERTIFICATE & Minor Variance Approval
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 1.5A NCAC 2H .0500 and 2B .0259, Town of Hobgood has permission as outlined below and within
the General Water Quality Certification (WQC) Number 3374 w/ additional conditions for the. purpose(s) of constructing
the proposed sewer system. All activities associated with these authorized impacts must be conducted with the
conditions listed in the attached certification transmittal letter. THIS CERTIFICATION, AUTHORIZATION CERTIFICATE
AND MINOR VARIANCE APPROVAL ARE NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM (WRP)
DWQ Project No.: 03-1470
Date: December 17, 2003
LOCATION: Hobgood
COUNTY: Halifax
BASIN/SUBBASIN: 03-03-04(river/subbasin); 27-79-32-(1.5) (stream index no.)
As required by 15A NCAC 2H .0506 and 2B .0259 and the conditions of WQC No. 3374 w/ additional conditions, you are
required to compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands,
surface waters and/or buffers as outlined below prior to conducting any activities that impact or degrade the waters of the
state.
[Note: Acreage requirements proposed to be mitigated through the WRP must be rounded up to one-quarter acre
increments according to 15A NCAC 211 .0503(b).]
0 acres of Class WL wetlands
0 acres of riparian wetland
0 acres of non-riparian wetland
0 feet of stream channel
63,808 square feet of stream buffers
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee
to the Wetlands Restoration Fund per 15A NCAC 2R .0503 and to the Riparian Buffer Restoration Fund per 15A NCAC
2B .0259. If you choose this option, please sign this form and mail it to the WRP at the address listed below. An invoice
for the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE
IMPACTS ARE NOT AUTHORIZED UNTIL YOU HAVE RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN
PROCESSED BY THE WRP.
Signature
Date
WETLANDS RESTORATION PROGRAM (WRP)
NC DIVISION OF WATER QUALITY
1619 Mail Service Center
Raleigh, NC 27699-1619
[phone]
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/

CAVANAU G H
November 18, 2003 Solutions through integrity and partnership
7: ?.
,0814
Mr. Bob Zarzecki
Environmental Specialist III
Division of Water Quality, 401 Wetlands Certification Unit
North Carolina Department of Environment and Natural Resources
1650 Mail Service Center
Raleigh, NC 27699-1650
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604-2260
Re: Request for Determination of "No Practical Alternatives"
Dear Mr. Zarzecki:
V""ANDS1401 GROUP
Nov 2 1 2003
WATER QUACITYSEC Tl()N
This request for a Determination of "No Practical Alternatives" is submitted by
Cavanaugh & Associates, P.A. (Cavanaugh) on behalf of the Town of Hobgood,
North Carolina for the Town of Hobgood Sewer Collection System. Please utilize the
following contact information for the processing of this request:
Engineering/Consulting Firm:
Cavanaugh & Associates, P.A
5919 Oleander Drive, Suite 103
Wilmington, NC 28411
Contact:
Gary J. McCabe, E.I.
Bryan R. Odom, P.E.
Phone: [phone]
Fax: [phone]
Applicant:
Town of Hobgood
P.O. Box 217
207 W Commerce Street
Hobgood, NC 27843
Contact:
Danny Ellis, Town Administrator
Tim Purvis, Mayor
Phone: [phone]
Fax: [phone]
On September 12, 2003 at 2:00 pm, Mr. Larry Coble and myself met with you
at your Raleigh office on Crabtree Blvd. regarding the Town of Hobgood Sewer
Collection System. In that meeting, Mr. Coble and I explained to you the scope of
the project, project/design constraints and project goals. At that time, we solicited
CAVANAU G H
Solutions through integrity and partnership
your assistance and expertise in approaching the project from a permitting point of
view, as the project area is located within the Tar-Pamlico River Basin. At that time
you instructed Mr. Coble and I regarding what is "allowable" or "allowable with
mitigation" and advised Cavanaugh to submit an application for a minor variance to
address approximately 1100 linear feet (L.F.) of sewerline to be constructed within
Zone I of the Riparian Buffer and the main pump station wet well to be located in
Zone II of the Riparian Buffer for the Tar-Pamlico River Basin. Again, the proposed
sewer collection system incorporates approximately stream crossings, one non-perpendicular sttream cross crossing and a (portioneof the perpendicular lar
ain
trunk line for the system paralleling the creek in Town within the unopened Fourth
(4th) Street right of way. The main trunk line parallels the creek in Zone I for
approximately 1100 linear feet (L.F.). Utilizing a maximum trench width and
disturbed area of 20 ft., the disturbed area within Zone I of the Riparian Buffer would
be approximately 0.50 acres.
Based on our meeting on September 12, 2003 the perpendicular stream
crossings should be exempt from the Riparian Buffer Rules as they will all be less
than 20' wide crossings and will be directionally bored underneath existing culverts.
The area of most concern is the main trunk line (Line "H" on sheet 14 of the design
plans) which parallels the creek through Zone I of the Tar Pamlico Riparian Buffer or
approximately 1100 L.F. The main pump station for the gravity sewer collection
system will be located within Zone II of the Riparian Buffer and will add
approximately 700 square feet of impervious area to the project due to a gravel
service entrance and the actual impervious area of the pump station. It should be
noted that, because of existing constraints i.e. ground elevations, swimming pools,
fences, buildings, and existing trees located in the right of way and along the creek
bank, the main trunk line was placed in what Cavanaugh believes to be the optimal
location. Through the design process, Cavanaugh has evaluated the possibility
locating the main trunk line and pump station elsewhere in town and found itto be
infeasible to design and construct the main trunk line anywhere else in town as the
current position is the optimal elevation and Town owned. It should be noted that
existing encroachments within the Town owned Right of Way have limited the
available position of the trunk line. Cavanaugh has designed the trunk line to
maneuver between existing structures and trees, as it would be more detrimental to
the water quality of the stream to destroy or disturb these objects within the Riparian
Buffer. Throughout construction, it will be imperative that good erosion control
measures be exercised in this area to achieve good environmental stewardship and
protect. the stream from any run-off and sedimentation. Most of the disturbed area
will occur in an open, grassed area which should be easily vegetated and stabilized
during construction utilizing the proposed construction sequence, stabilization and
vegetation schedule and erosion control measures.
= Bryan R. Odom, P.E. 2
G0?1
CAVANAU13 H
Solutions through integrity and partnership
A detailed description of the aforementioned erosion and sedimentation control
practices can be found in Section 02190 of the project specifications and are
illustrated within the detail sheets of the plans as well. A general construction
sequence, temporary and permanent vegetation plan can also be found in both the
specifications and details.
Thank you in advance for your assistance with this request for a
"Determination of No Practical Alternatives." I look forward to working with you on
this project and in the future. Please find attached USGS Quadrangle maps of the
project area, an application for a minor variance for the main pump station to be
located within Zone II of the Riparian Buffer, and plan sheets illustrating the area of
concern and the Riparian Buffer Zones. Also attached is a schedule of the funds
that the Town plans to have appropriated to the Wetlands Restoration Program, in
lieu of mitigations. Please review this information for compliance and accuracy as
well. If upon receipt and review of this package, you should have any questions,
comments, or concerns, please do not hesitate to contact me. Cavanaugh would be
more than happy to meet with you to review the project or application package and
address/clarify any concerns or questions you may have.
Regards,
Gary J. McCabe, E.I.
Project Manager
Cavanaugh & Associates, P.A.
[e-mail]
[phone] (phone)
[phone] (fax)
[phone] (mobile)
3
cc: Bryan R. Odom, P.E.
Determination of Funds Paid to the Riparian Buffer Restoration Fund
Type of Construction: Gravity Sewer Line
Width of disturbance (I.f.):
Pump Station
Impervious Area (ft2)
Total Disturbed Area
Multiplier for Mitigation
Total Area Subject to
Mitigation
Cost per Square Foot:
Total Cost for
Mitigation
20
Zone 1 Disturbances (I.f.) Zone 2 Disturbances (I.f.)
273.66 45.24
333.54 156.11
313.85
31.56
31.76 Exempt for Mitigation Purposes on
61.6 Parallel Impacts
$60,247.87 $1,008.00

Total Funds to be Submitted to the Wetlands Restoration Program:
OFFICE USE ONLY: Date Received Request #
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Variance Request Form - for Minor Variances
Protection and Maintenance of Riparian Areas Rules
NOTE: This form maybe photocopied for use as an original.
Please identify which Riparian Area (Buffer) Protection Rule applies.
? Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC 02B
.0233)
? Tar-Pamlico River Basin: Nutrient Sensitive Waters Management
Strategy Protection and Maintenance of Riparian Areas Rule (15A
NCAC 0213.0259)
? Catawba River Basin: Protection and Maintenance of Existing Riparian
Buffers (15A NCAC 02B .0243)
Part 1: General Information
(Please include attachments if the room provided is insufficient.)
1. Applicant's name (the corporation, individual, etc. who owns the property): Town c, s 1, dogcod
2. Print Owner/Signing Official (person legally responsible for the property and its compliance)
Name: Danny Ellis
Title: Town Administrator
Street address: 207 Commerce Street PO Box 217
City, State, Zip: Hobgood, NC 27843
Telephone: [phone]
Fax: 252? 626-2 :'44
..t .................. I
3. Contact person who can answer questions about the proposed project:
Name: Gary McCabe
Telephone: .19 1._Q-) 392-4462
Fax: Lai o 392-4612
Email: [e-mail]
4. Project Name (Subdivision, facility, or establishment name - consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.): Town of
Hobgood Sewer Collection System
Version 2: November 2002
5. Project Location:
Street address: 207 W. Commerce Street
City, State, Zip: Hobgood, NC 27843
County: Halafax
Latitude/longitude: 77 degrees 23' 55"736 degrees 01' 48"
Directions to site from nearest major intersection (Also, attach an 8'/z x 11 copy of the USGS
topographic map indicating the location of the site):
The affected stream is located approximately 390 feet south of the intersection of NC Hwy. 122
and NC Hwy. 125. The project area lies within the unopened 4th Street right-of-way owned by the
Town of Hobgood.
6. Stream to be impacted by the proposed activity:
Stream name (for unnamed streams label as "UT" to the nearest named stream): UT to Deep
Creek
Stream classification [as identified within the Schedule of Classifications 15A NCAC 2B
.0315 (Neuse) or .0316 (Tar-Pamlico)]: WS-IV NSW ______
7. Which of the following permits/approvals will be required or have been received already for
this project?
Required: Received: Date received: Permit Type:
..._._...._......-.._.... CAMA Major
CAMA Minor
401 Certification/404 Permit
On-site Wastewater Permit
NPDES Permit (including stormwater)
_X_ Non-discharge Permit
Water Supply Watershed Variance
Others (specify)
Part 2: Proposed Activity
(Please include attachments if the room provided is insufficient.)
Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat
map or site plan) to accurately delineate the boundaries of the land to be utilized in carrying
out the activity, the location and dimension of any disturbance in the riparian buffers
associated with the activity, and the extent of riparian buffers on the land. Include the area
of buffer impact in ft2.]: The proposed project is for gravity sewer line construction
paralleling the stream in Hobgood Town Limits within the unopened Fourth Street right-off
way. The proposed sewer will parallel the stream in Zone I for 1100' with a maximum
disturbed area 20' wide. Temporary Zone I buffer impact will be 220,000 sq. ft. Zone II will be
impacted for a proposed main pump station that will be located near the stream. The Zone II
buffer impact will be approximately 700 sq. ft.
2. State reasons why this plan for the proposed activity cannot be practically accomplished,
reduced or reconfigured to better minimize or eliminate disturbance to the riparian buffers:
Due to topography and the presence of existing structures such as swimming pools,
fences, buildings and trees located in the right-of-way; it is believed that the optimal location
for this sewer line and pump station will have to be in the buffer zones.
Variance Request Form, page 2
Version 2: November 2000
Description of any best management practices to be used to control impacts associated with
the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow,
re-planting vegetation or enhancement of existing vegetation, etc.): Extensive use of silt
fencing & quick reseeding of the area will minimize short term impacts in Zone I. Once the
project is complete, there will be no further impacts in Zone I. Zone II impacts will be
minimized during construction. After construction, sheet flow will be used to minimize long
term effects. Section 02190 of the project specifications covers the BMP details.
3. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this
Rule. Gravity sewer lines must follow the topography in order for the water to flow. The
only alternative available would be to install individual storage tanks & pumps at each
residence and make the whole system a pressure system. Initial cost to each user would be
significantly higher as well as continued high cost for operation and maintenance. This could
make the whole project cost prohibitive.
(2) How these difficulties or hardships result from conditions that are unique to the property
involved. Topography and existing structures such as swimming pools, fences, buildings
and large trees prevent having sufficient distance available to stay out of the buffer zones.
Existing area topography prevents the gravity sewer line from being located elsewhere.
(3) If economic hardship is the major consideration, then include a specific explanation of the
economic hardships and the proportion of the hardship to the entire value of the project.
The only alternative to a gravity sewer line is to install a pressure sewer collection system
that would require a pump & tank installed on each connection. The added initial cost plus
the continued operation and maintenance of the equipment would make the project
economically impracticable.
Part 3: Deed Restrictions
By your signature in Part 5 of this application, you certify that all structural stormwater best
management practices required by this variance shall be located in recorded stormwater
easements, that the easements will run with the land, that the easements cannot be changed or
deleted without concurrence from the State, and that the easements will be recorded prior to the
sale of any lot.
Part 4: Agent Authorization
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or firm): Cavanaugh & Associates, P.A
Mailing address: 5919 Oleander Drive, Suite 103
City, State, Zip: Wilmington, NC 28403
Telephone: [phone]
Fax: [phone] "12
Email as ccube' cav ara Mgr u. ;i{-tti ar , ; ofr?
Part 5: Applicant's Certification
I, [Danny Ellis, Town Administrator (print or type name of person listed in Part I, Item 2), certify
that the information included on this permit application form is correct, that the project will be
constructed in conformance with the approved plans and that the deed restrictions in accordance
with Part 5 of this form will be recorded with all required permit conditions.
Variance Request Form, page 3
Version 2: November 2000
Signature:
Date:
Title:
Variance Request Form, page
Version 2: November 2000
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1. ALL PVC GRAVITY SEWER ONES SHALL BE 5O 0 50 1. WATER AND SEWER LINES OF SDR-35 PVC e S ~ St~~~ Cs' S~ > ro
A - 10.0' MINIMUM LATERAL SEPARATION ~ ~ U 3or~ 3 as ~t Ioe.,
OR 2. .ALL PVC SEWER FORCE MAINS SHALL BE SCALE OF MAP MAY VARY
SEPARATE DITCHES WITH 1$" MIN OF SDR-21 PVC DUE TO METHODS REPRODUC110N. DISTANCE BETWEEN BOTTOM OF WATER 3. ALL DfJCT1LE IRON PIPE GRAVITY SEWER ~J
LINE PIPE & TOP OF SANITARY _ 4 sty-aw. `J ~P BEf ORE YOU DIG !
AND FORCE MAINS SHALL BE OF PRESSURE SEWER PIPE. ~ ~
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P-MH/~82 STA. 6+34.37 (UNE"N) - - Q - ~ ~
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s..._. r.. Firma highway Ught•duiyroad. hard or Derived from imagery taken 1954 and other sources. Photoinspectetl a~€ g 1 i iI ;1: ~
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att3ert.'ed, Survey control current as of 1962 , v.: Pd1ItS hard surfact±...... Unimproved road Boundaries, other than corporate, revised 2004
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,Survey NADCON software _ bra 6 ;rn 7 stre.~d z nr ==JP- ~•'°1 THIS MAP COMPLIES 44rrH N,AT1t~NAt MAP ACCURACY STANDARDS [i 7 8 ! s tr<ik City 1997 to .
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