20011526 Ver 1_COMPLETE FILE_20011018

WA TF Michael F. Easley, Governor
\O'4 9pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
? Gregory J. Thorpe, Ph.D.
> Acting Director
p .? Division of Water Quality
November 8, 2001
DWQ # 01-1526
Cleveland County
Cleveland County Sanitary District
PO Box 788
Lawndale, NC 28090
APPROVAL of 401 Water Quality Certification
Dear Mr. Sirs:
You have our approval, in accordance with the attached conditions, to fill 20 linear feet of Crooked Run Creek, Bald
Knob Creek, Knob Creek, Ward Creek (site 4), and Ward Creek (site 5) respectively, for the purpose of constructing the
Cleveland County Sanitary District Water Line Rehabilitation Project, as described in your application materials received by
the Division of Water Quality on October 18, 2001. After reviewing your application, we have decided that this work is
covered by General Water Quality Certification Number 3288, which can be downloaded from our web site at
http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit Number 12 when the US Army
Corps of Engineers (USACE) issues it. In addition, you should get any other federal, state or local permits before you go
ahead with your project including (but not limited to) Sediment and Erosion Control,.Non- Discharge, State Stormwater and
Water Supply Watershed 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 in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, 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.
If you do not accept any of the conditions of this certification, 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. 27611-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Pete Colwell in the Mooresville Regional Office at 704-668-6040 or Todd St. John at 919-
733-1786
Y,
J. Thorpe, Ph
rector
Attachment
cc: USACE Asheville Regulatory Field Office
Mooresville DWQ Regional Office
File Copy
Central Files 01-1526
Dan Townsend; McGill Associates; PO Box 2259, Asheville, NC 28802
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
McGill
A S S O C I A T E S
October 11, 2001
Mr. Steve Chapin
US Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, North Carolina 28801
Dear Mr. Chapin:
i f
?j
011526
RE: Nationwide Permit
Water Line Rehabilitation
Cleveland County Sanitary District
Cleveland County, North Carolina
On behalf of the Cleveland County Sanitary District, please find enclosed two (2) copies of
a Nationwide Permit Application Form and two (2) copies of 8 1/2" x 11" drawings for five (5)
sub-aqueous creek crossings proposed in the subject project. In general, the project consists of
the installation of approximately 53,000 lineal feet of 6-inch water lin
Transportation road shoulders. e propose water lines will replace existing inadequate water
lines.
We look forward to your timely review and approval of this application. If you have any
questions or require further information please do not hesitate to call.
Sincerely,
PAYMENT McGILL ASSOCIATES, P.A.
RECEIVED
DAN M. TOWNSEND, E.I.T.
Enclosures
cc: Clyde E. Smith, Jr.
John Dorney, Water Quality Planning (w/7 copies)
00530\permits\db I 1 oct l .doc
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P. 0. Box 2259, Asheville, NC 28802 • 55 Bioad Snect, Ashcville, NC 25801
828-252-0575 • FAX [phone]
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011526
Pre-Construction Notification PCN Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.an-ny.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/newetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http•//www saw.usace.anny.mil/wetlands/nwpfinalFedReg.pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) 'that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only' Form Version April 2001
USACE Action ID No. DWQ No. 1 1 6
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Cleveland County Sanitary District
Mailing Address: P.O. Box 788
Lawndale, North Carolina 28090
Telephone Number: 704-538-9033 Fax Number:
E-mail Address:
2. Agent 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: Dan Townsend
Company Affiliation: McGill Associates, P.A.
Mailing Address: P.O. Box 2259
Asheville, North Carolina 28802
Telephone Number: 828-252-0575 Fax Number: 828-252-2518
E-mail Address:
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Water Line Rehabilitation, Rural Center Supplemental Grant
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A (property is within NCDOT right of way)
4. Location
County: Cleveland Nearest Town: Casar
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):
SR 1517 (Crooked Run Creek), SR 1627 (Bald Knob Creek), SR 1604 (Knob Creek),
SR 1533 (Ward Creek), SR 1534 (Ward Creek)
5. Site coordinates, if available (UTM or Lat/Long): see attached
(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. Describe the existing land use or condition of the site at the time of this application:
Existing area is rural (farmland and low density residential)
7. Property size (acres)
N/A
8. Nearest body of water (stream/river/sound/ocean/lake):Crooked Run Creek, Bald Knob
Creek Knob Creek Ward Creek
9. River Basin: Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Stream crossings will be necessary to install
water lines for the Cleveland County Sanitary District. These lines will replace existing
water lines that are inadequate
11. List the type of equipment to be used to construct the project: backhoe
12. Describe the land use in the vicinity of this project: farmland and low-density residential
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 additional permit requests anticipated for this project in the future? 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 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 excavation 20 Crooked Run Creek 20 perennial
2 excavation 20 Bald Knob Creek 20 perennial
3 excavation 20 Knob Creek 15 perennial
4 excavation 20 Ward Creek 20 perennial
5 excavation 20 Ward Creek 20 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.
** 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.usps.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: 100
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name Waterbody
)
(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: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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): F-] uplands E] stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The number of stream crossings are minimized. Based on topography, the number of
stream crossings shown are necessary. To the extent possible, crossings will be performed
perpendicular to the streams. Stream banks will be stabilized using rip rap below the high water
line and native vegetation above the high water line. Proper erosion and sedimentation measures
(silt fencing, etc...) will be taken to minimize impacts.
Page 7 of 12
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://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
Page 8 of 12
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres):_
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
N/A
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
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 E] 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 F-1 No F]
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes [:] No ® If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
' Gone 1 extends out Su feet perpenaicuiar from near oanK or cnanner crone Z exienos 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.
N/A
X1. Stormwater (DWQ Only)
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 (DWQ Only)
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 (DWQ Only)
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
Page 10 of 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
C'
Applican Agent's Signature L Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
US Fisl
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
i and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAM[A and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
WATER LINE REHABILITATION
CLEVELAND COUNTY SANITARY DISTRICT
RURAL CENTER SUPPLEMENTAL GRANT
CREEK CROSSING COORDINATES
Crossing # Northing Easting % k
1 639512 1223270
2 655625 1226418
3 654245 1248611
4 647319 1212869
5 656375 1217441

APPLICANT:
CLEVELAND COUNTY SANITARY DISTRICT
P.O. BOX 788
LAWNDALE, NORTH CAROLINA 28090
_ OCT 1
PROJECT:
WATER LINE REHABILITATION
PROPOSED CONSTRUCTION:
INSTALLATION OF 6-INCH WATER LINE TO REPLACE
EXISTING WATER LINE
LOCATION:
SEE SHEETS 3 & 4, 5 & 6, 9 & 10, 11 &12
COUNTY: STATE:
CLEVELAND NORTH CAROLINA
SCALE: NO SCALE DATE: SEPT. 2001 SHEET 1 OF 14
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLEVELAND COUNTY SANITARY DISTRICT
55 BROAD S7REffr
ASHEVnIA NC
PH. [phone]
FAX [phone]IMcGI*ll
A S S O C I A T E
ENGINEERING • PLANNING • FINANC

N
M
9 Lno
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6, ?O
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. 1602
\ V ^ 1 ?J Q? i
n
.ni ? KFiyT ?•• ! ? `
to 2
O
J
r ERS oR
.
o '?
VIC
162
?Q \
? ROCK
1 a 1604
`•,O
' PR OSED SAM SHIN DR.
CR K CRO ING #3
Rp
APPLICANT-
CLEVELAND COUNTY SANITARY DISTRICT
P.O. BOX 788
LAWNDALE, NORTH CAROLINA 28090
PROPOSED CONSTRUCTION:
INSTALLATION OF 6-INCH WATER LINE TO REPLACE
EXISTING WATER LINE
LOCATION:
SEE SHEETS 7 & 8
COUNTY: STATE:
CLEVELAND NORTH CAROLINA
SCALE: NO SCALE DATE: SEPT, 2001 SHEET 2 OF 14
PROJECT:
WATER LINE REHABILITATION
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLEVELAND COUNTY SANITARY DISTRICT
55 BROAD STREET
ASHEVI,LK NC
PM [phone]
PAX [phone] MMcGi'll
A S S O C I A T E
ENGINEERING- PLANNING- FINANC
PLAN
SCALE: 1•- 100•

STA. 47+10 PROPOSED PROPOSED
6" GATE VALVE & BOX SILT FENCE
(SEE DETAIL) STA. 48+80 PROPOSED
"
GATE VALVE & BOX,
6
wACK _
J 4" BLOW-OFF (6"x4" TEE,
ER R? ?
" ATE VALVE & BOX, 4"
4

? PVC WATER LINE PIPED TO
S1
a o Me O? DAYLIGHT, 4" FLAP VALVE
kM ?o WITH RIP-RAP OUTLET)
d-
o° cl
c
^oo ,?v O
PROPOSED
ROCK CHECK DAM
(SEE DETAIL) (TYP.)

PROPOSED
x
BENDS AS REQUIRED

O c
$
PROPOSED
CREEK CROSSING #1 PROPOSED
(SEE DETAILS) 3/4" TAP FOR PRESSURE GAUGE

CONNECTION (EACH S /
IDE OF THE CREEK)
PROPOSED
6" PVC (C900) WATER LINE
WITH 3'-0" MINIMUM COVER
APPLICANT:
CLEVELAND COUNTY SANITARY DISTRICT
P.O. BOX 788
LAWNDALE, NORTH CAROLINA 28090
PROPOSED CONSTRUCTION:
INSTALLATION OF 6-INCH WATER LINE TO REPLACE
EXISTING WATER LINE.
PROJECT:
WATER LINE REHABILITATION
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLEVELAND COUNTY SANITARY DISRTICT
LOCATION: CREEK CROSSING #1
APPROX. 3800 FEET FROM THE INTERSECTION OF CASAR ROAD
AND PRUITT ROAD, WHERE BALD KNOB CREEK FLOWS
UNDERNEATH WALKER ROAD.
COUNTY: STATE:
CLEVELAND NORTH CAROLINA
SCALE: 1"= 100' DATE: SEPT, 2001 SHEET 3 OF 14
55 BROAD S7REBT
ASHMMIA NC
PH. 52-0575
PAX (828) (828)2 252-2518 McGi'll
91 A S S O C I A T E S
ENGINEERING* PLANNING* FINANCE

PROPOS D
3/4" TA FOR PR SSURE 10 5
105
EXISTING ROUND SIDE OF THE CREEK )
PROPOSEl l
CFVMK 8 #1 1 0
100 ,

moo
95 \ / F

PR OPOSED
J
go 6" PVC WATE R LINE C

w
85 ox OX?X
1. 1 r-') rll d I
O m O Fn X m
?
=
C-) O O
J
n J D-
J
J Li
Li
'L l
QLd
C
80 OQ O
Q
Q
r- > Liu
J
PROFL.E d F- F-- O F-- > (-
SCALE: HORIZ 1'= 50'
VERT
1' 5' U`
Q U` M
Q Lv LJ- J
Q
.
_
" J
75 cn Qo co -' d
v) a t.,_ O
47+00 48+00 49+00 50+01
APPLICANT: PROJECT:
CLEVELAND COUNTY SANITARY DISTRICT WATER LINE REHABILITATION
P.O. BOX 788
LAWNDALE, NORTH CAROLINA 28090 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: 1. NCDOT
INSTALLATION OF 6-INCH WATER LINE TO REPLACE
EXISTING WATER LINE. 2. CLEVELAND COUNTY SANITARY DISTRICT

LOCATION: CREEK CROSSING #1
APPROX. 3800 FEET FROM THE INTERSECTION OF CASAR ROAD

AND WALKER ROAD, WHERE CROOKED RUN CREEK FLOWS 55 BROAD MlESr
ASHEWLIA NC
PEL (9n) 252-W75
'll
G
M
UNDERNEATH WALKER ROAD. FAX(8n)252-2519
i
c
91
COUNTY: STATE:
CLEVELAND NORTH CAROLINA A S S O C I A T E
SCALE: AS SHOWN DATE: SEPT, 2001 SHEET 4 OF 14 ENGINEERING- PLANNING- FINANC
PLAN
SCALE: 1 100'
o STA. 44+00 PROPOSED
6" GATE VALVE & BOX
a
N
a
S
P
PR??? a
Rp. S
PROPOSED R ?6
ROCK CHECK DAM
(TYP. )
PROPOSED
6" PVC (C900) WATER LINE
WITH 3'-0" MINIMUM COVER
PROPOSED
CREEK CROSSING #2
(SEE DETAIL)
APPLICANT:
CLEVELAND COUNTY SANITARY DISTRICT
P.O. BOX 788
LAWNDALE, NORTH CAROLINA 28090
PROPOSED CONSTRUCTION:
INSTALLATION OF 6-INCH WATER LINE TO REPLACE
EXISTING WATER LINE.
LOCATION: CREEK CROSSING #2
APPROX. 3500 FEET FROM THE INTERSECTION OF OAK GROVE
CLOVER HILL AND PRUITT ROAD, WHERE BALD KNOB CREEK
FLOWS UNDERNEATH PRUITT ROAD.
COUNTY: STATE:
CLEVELAND NORTH CAROLINA
SCALE: 1"= 100' DATE: SEPT, 2001 SHEET 5 OF 14
PROPOSED
SILT FENCE
(SEE DETAIL) z
• G?
• O?
0P5
?O
O?
m
m
x

PROPOSED
3/4" TAP FOR PRESSURE
GAUGE CONNECTION (EACH
SIDE OF THE CREEK)
0
40
a
o°

? g

STA. 45+60 PROPOSED
6" GATE VALVE & BOX,
4" BLOW OFF (6"x4" TEE,
4" GATE VALVE & BOX,
4" PVC PIPED TO DAYLIGHT,
4" FLAP VALVE WITH RIP-RAP
OUTLET)
PROPOSED
BENDS AS REQUIRED
PROJECT:
WATER LINE REHABILITATION
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLEVELAND COUNTY SANITARY DISRTICT
55 BROAD STREET
ASHEW I.E, NC
PH. [phone]
PAX [phone] 0McGl*ll
A S S O C I A T E
ENGINEERING- PLANNING- FINANCI

PROPOSED PRM AM
105 3/4" TAP FOR PRESS URE #2 105
GAUGE CO NECTION EACH
SIDE OFT E CREEK) EXISTS G GROUND
100 100
- - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - -- - - - -

90
P OPOSED °-

6" PVC WATE R LINE I=
T- I
w c? ?

85
ox
ox? _
x?F
85
Om Omd m?FZ-
0-?3
C) n--?d --x
0 (o 48 o3:

?

w r-

w
w
> a > >o>
80 o a Li-
o Q Q L j Q 80
Lli
Ljr)
PROFLE ?? 1
SCALE: HORIZ. 1'= 50'
'
'
Q m
U` a- LL. J
F
VERT. 1
= 5 Q .. ., - :D
75 U) co U) co ? d- d- d- O 75
44+00 45+00 46+00 47+00
APPLICANT: PROJECT:
CLEVELAND COUNTY SANITARY DISTRICT WATER LINE REHABILITATION
P.O. BOX 788
LAWNDALE, NORTH CAROLINA 28090 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: 1. NCDOT
INSTALLATION OF 6-INCH WATER LINE TO REPLACE
EXISTING WATER LINE. 2. CLEVELAND COUNTY SANITARY DISTRICT

LOCATION: CREEK CROSSING #2
APPROX. 3500 FEET FROM THE INTERSECTION OF OAK GROVE
CLOVER HILL ROAD AND PRUITT ROAD, WHERE BALD KNOB
55 BROADSrRBSr

ASHEVILIA NC
PI
L(M 252- 75
s
8
*11
G
M
CREEK FLOWS UNDERNEATH PRUITT ROAD. AX(a2sja
ui
1
c
COUNTY: STATE:
CLEVELAND NORTH CAROLINA A S S O C I A T E S
SCALE: AS SHOWN DATE: SEPT, 2001 SHEET 6 OF 14 ENGINEERING- PLANNING* FINANCE
PLAN
SCALE: I I W
STA. 69+60 PROPOSED
4" BLOW-OFF (6"x4" TEE,4" GATE
VALVE & BOX, 4" PVC WATER LINE
PIPED TO DAYLIGHT, 4" FLAP VALVE
WITH RIP-RAP OUTLET

PROPOSED
PROPOSED PROPOSED 3/4" TAP FOR PRESSURE
BENDS AS REQUIRED SILT FENCE GAUGE CONNECTION (EACH
J SEE DETAIL) SIDE OF THE CREEK)
PROPOSED
ROCK CHECK DAM
? 6" PVC (C900) WATER LINE
'
(?•p) t
J\ -0 MINIMUM COVER
WITH 3
0 0 0
o EXISTING

n BLOW-OFF
$
? \ a
n
ACRE ROCK RD. (SR 1604)
Q '

STA. 68+30 PROPOSED
6' GATE VALVE & BOX \ ti
-i . PROPOSED
REMOVE VALVE AND PLUG
v TEE WITH 3000 PSI CONCRETE
PROPOSED \ STA. 69+60 PROPOSED
CREEK CROSSING #3 ?- 6" GATE VALVE & BOX
(SEE DETAIL)

APPLICANT:
CLEVELAND COUNTY SANITARY DISTRICT
P.O. BOX 788
LAWNDALE, NORTH CAROLINA 28090
PROPOSED CONSTRUCTION:
INSTALLATION OF 6-INCH WATER LINE TO REPLACE
EXISTING WATER LINE.
PROJECT:
WATER LINE REHABILITATION
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLEVELAND COUNTY SANITARY DISRTICT
LOCATION: CREEK CROSSING #3
APPROX. 6050 FEET FROM THE INTERSECTION OF CASAR ROAD
AND ACRE ROCK ROAD, WHERE KNOB CREEK FLOWS
UNDERNEATH ACRE ROCK ROAD.
COUNTY: I STATE:
CLEVELAND NORTH CAROLINA
SCALE 1"= 100' DATE: SEPT. 2001 SHEET 7 OF 14
ASIMM IA NC
55 BROAD STREW 0McGl*ll
P (929 252-0576
PAX [phone]
A S S O C I A T E
ENGINEERING • PLANNING • FINANCE

105 05
ROPOSED
/4" TAP OR PRESSU RE CREEK 4
t 3
100 AUGE CON NECTION, (E ACH -7
7 I7-VIQTlN( h GRO WE'
00

95 95

O
MO
90 90
PROPO SED
6 PV WATER I N E

85 O X o = 85
m
O O X ww
CI- Sqj o > I- Q

Of af -., Li
>
a_ > 0_ LL O >
80 O Q o Ld 80
(,u
I LJ
Q ?- w
00
L cy) °- a-
PROFLE co
co O
a Q
SCALE: HOW. 1'- 50'
'
' 0
Q m
Q w Lt.
W X
VERT. 1
= 5
~ Z
m
75 ci I 1-
v 1 d
t-- 75
68+00 69+00 70+00 71+0(
APPLICANT: PROJECT:
CLEVELAND COUNTY SANITARY DISTRICT WATER LINE REHABILITATION
P.O. BOX 788
LAWNDALE, NORTH CAROLINA 28090 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: 1. NCDOT
INSTALLATION OF 6-INCH WATER LINE TO REPLACE
EXISTING WATER LINE. 2. CLEVELAND COUNTY SANITARY DISTRICT

LOCATION: CREEK CROSSING #3
APROX. 6050 FEET FROMTHE INTERSECTION OF CASAR ROAD
AND ACRE ROCK ROAD, WHERE KNOB CREEK FLOWS 55 BROAD SIX=
Asi(8n)25? NC
'll
G
M
UNDERNEATH ACRE ROCK ROAD. PAX?j252-2518
i
c
COUNTY: STATE:
CLEVELAND NORTH CAROLINA A S S O C I A T E
SCALE: AS SHOWN DATE: SEPT, 2001 SHEET 8 OF 14 ENGINEERING- PLANNING- FINANCI
PLAN
SCALE: 1'a 100'
PROPOSED
3/4" TAP FOR PRESSURE
GAUGE CONNECTION (EACH
SIDE OF THE CREEK)
PROPOSED
ROCK CHECK DAM
(TYP.)
0
0
+ 0°
N
(o
PROPOSED
SILT FENCE-
(SEE DETAIL)
0
0
M
(D
x
4
c
0
0 Q
+ 0
( O
co
<D
. •-- CAD
x
wv
STA. 165+45 PROPOSED
6" GATE VALVE & BOX,
4" BLOW-OFF, (6"x4" TEE,
4" GATE VALVE & BOX,
4" PVC WATER LINE PIPED
TO DAYLIGHT, 4" FLAP VALVE
WITH RIP-RAP OUTLET)
O
O
+
n
cp
MORIAH SCHOOL
RD. ( SR 1533)
EXISTING /
GUARD RAIL ?
STA. 162+80 PROPOSED
6" GATE VALVE & BOX
?O
PROPOSED
CREEK CROSSING #4
(SEE DETAIL)
APPLICANT:
CLEVELAND COUNTY SANITARY DISTRICT
P.O. BOX 788
LAWNDALE, NORTH CAROLINA 28090
PROPOSED CONSTRUCTION:
INSTALLATION OF 6-INCH WATER LINE TO REPLACE
EXISTING WATER LINE.
LOCATION: CREEK CROSSING #4
APPROX. 3800 FEET FROM THE INTERSECTION OF CASAR ROAD
AND MORIAH SCHOOL ROAD, WHERE WARD CREEK FLOWS
UNDERNEATH MORIAH SCHOOL ROAD.
COUNTY: STATE:
CLEVELAND NORTH CAROLINA
SCALE: 1"= 100' DATE: SEPT, 2001 SHEET 9 OF 14
EXISTING
GUARD RAIL
PROPOSED
6" PVC (C900) WATER LINE
WITH 3'-0" MINIMUM COVER
O
O
+
O
!2
PROJECT:
WATER LINE REHABILITATION
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLEVELAND COUNTY SANITARY DISRTICT
55 BROAD STREET
ASHEVUTA NC
PH. (Rn) 252-0375
PAX (R28) 252-2518 UMcGI'll
A S S O C I A T E;
ENGINEERING- PLANNING* FINANCI
PROFIE PROPOSED
SCALE: HORIZ. 1'= 50'
'
" 3/4" TAP FOR PRES URE
= 5
VERT. 1
105 GAUGE CO NNECTION EACH 05
"17 OF M E CREEK7
EXISTING GROUND 00
100

95
i

i

90 90
PR OPOSED

6" PVC WATE R LINE J

Lu
w
o
X~x
w >
85 LuX Ld ?a l- 85
O m o m m
x
L1J J J
048 _ C)

> PROM ED > >

80
o°o Q
CFTC
SSNQ
4 I J
? a C) a W
F- _ of
80
1 _ 1

Q fy-
O C?mC? mm
=
Q Q
d- q- t
-
d-P 3:
75 W (o 75
163+00 164+00 165+00 166+OC
APPLICANT: PROJECT:
CLEVELAND COUNTY SANITARY DISTRICT WATER LINE REHABILITATION
P.O. BOX 788
LAWNDALE, NORTH CAROLINA 28090 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: 1. NCDOT
INSTALLATION OF 6-INCH WATER LINE TO REPLACE
EXISTING WATER LINE. 2. CLEVELAND COUNTY SANITARY DISTRICT

LOCATION: CREEK CROSSING #4
APROX. 3800 FEET FROMTHE INTERSECTION OF CASAR ROAD

AND MORIAH SCHOOL ROAD, WHERE WARD CREEK FLOWS
•
55 BROAD STRM
ASHEWIA NC
PEL(9n) 2 2- 75
is
I I
G
M
UNDERNEATH MORIAH SCHOOL ROAD. AX(29)252-25
l
e
0
COUNTY: STATE:
CLEVELAND NORTH CAROLINA A S S O C I A T E S
SCALE: AS SHOWN DATE: SEPT, 2001 SHEET 10 OF 14 ENGINEERING •PLANNING •FINANCE
PLAN
SCALE: 1'? 100'
PROPOSED
SILT FENCE
(SEE DETAIL)
STA. 52+00 PROPOSED STA. 54+00 PROPOSED
6" GATE VALVE & BOX, 4" BLOW-OFF, 6" GATE VALVE & BOX
(6"x4" TEE, 4" GATE VALVE & BOX, 4"
PVC WATER LINE PIPED TO DAYLIGHT, x
4" FLAP VALVE WITH RIP-RAP OUTLET)
/
--- 00
-
_
____---
CIRCLE SR1543
CORIIJTH CHURCH
1 0
0
k

0
o

O + p
d-
+
0
O +

f
U)
PROPOSED
rn o L 3/4" TAP FOR PRESSURE
? Ln GAUGE CONNECTION (EACH
SIDE OF THE CREEK)
PROPOSED
PROPOSED
ROCK CHECK OAM CREEK CROSSING #5 (SEE DETAIL) SEE DETAIL
PROPOSED
6" PVC (C900) WATER LINE
WITH 3'-0" MINIMUM COVER
APPLICANT:
CLEVELAND COUNTY SANITARY DISTRICT
P.O. BOX 788
LAWNDALE, NORTH CAROLINA 28090
PROPOSED CONSTRUC11ON:
INSTALLATION OF 6-INCH WATER LINE TO REPLACE
EXISTING WATER LINE
LOCATION: CREEK CROSSING #5
APPROX. 3200 FEET FROM THE INTERSECTION OF CASAR
METHODIST CHURCH ROAD AND CORINTH CHURCH CIRCLE, WHERE
WARD CREEK FLOWS UNDEATH CORINTH CHURCH CIRCLE.
COUNTY: STATE:
CLEVELAND NORTH CAROLINA
SCALE: 1"= 100' DATE: SEPT. 2001 SHEET 11 OF 14
PROJECT:
WATER LINE REHABILITATION
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLEVELAND COUNTY SANITARY DISTRICT
55 BROAD STREW
ASHEVnIA NC
2518
PA (929 252-0575
PAX (898) M2518 9IMcGI*ll
A S S O C I A T E 11
ENGINEERING- PLANNING- FINANCI
PROFLE
SCALE: VERT e 5' PROPOSED
105 3/4" TAP FOR PRES SURE 105
GAUGE CO NNECTION EACH
SIDE OF T E CREEK)
r-EXISTING
GROUND --
100 100
- - - - - - - - - - - - - - - - - - - - - --

zili

LL-
O X =
--
--/

90
?
0?
90
--d o Q PR OPOSED
Fn 6" PVC WATE R LINE
W o'

85 O x>Oor?
w °X 85
Q _e
I -
W I = -
O m
CL --d < o-?

Ctf
CL W . Z W
J
L ? ?

80
O J J
Q - Q
#5 -i

O Q

80

04 W
~ +

Ln W
Q a_
~ Q ? W

F-
Lo
Q UwxU LL- Q C?
c ( 75
75 /) o (nn (o
51+00 52+00 53+00 54+00 55+0(
APPLICANT: PROJECT:
CLEVELAND COUNTY SANITARY DISTRICT WATER LINE REHABILITATION
P.O. BOX 788
LAWNDALE, NORTH CAROLINA 28090 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: 1. NCDOT
INSTALLATION OF 6-INCH WATER LINE TO REPLACE
EXISTING WATER LINE. 2. CLEVELAND COUNTY SANITARY DISTRICT

LOCATION: CREEK CROSSING #5
APROX. 3200 FEET FROM THE INTERSECTION OR CASAR
METHODIST CHURCH ROAD AND CORINTH CHURCH CIRCLE, WHERE 55 BROAD STRM
pIL(9nus' xc
252-0575
* I I
G
M
WARD CREEK FLOWS UNDERNEATH CORINTN CHURCH CIRCLE. FAX zs2-zsis
(829)
l
c
0
COUNTY: STATE:
CLEVELAND NORTH CAROLINA A S S O C I A T E
SCALE: AS SHOWN DATE: SEPT, 2001 SHEET 12 OF 14 ENGINEERING- PLANNING- FINANCI
RESLOPE EXISTINO STREAM BANK TO
ORIGINAL CONTOURS AND STABILIZE
WITH NATIVE PLANT MATERIAIS•
HOBNAIL STREAM LEIAEL
ANCHOR
INTO EARTH LL6-
2' MAX Q
VARIES 6' - 12'
12' - 1B' CLASS 0 RIPRAP
FILTER FABRIC WRAF1
140H OR EOUAL EXTEND RIPRAP A MINIMUM
OF 12' BELOW STREAM BED
-"ICEJI IESPEDEZA, SILKY DOGWOOD (CORNUS AMONUM? SILKY
1MUAW (SALIX SERICEA), HAZEL ALM (ALMUS SERRULATA) AND
ETDERBIUM (SAMEUEUS CANADENSIS)
RIPRAP BANG PROTECTION DETAL
CONCRETE DEADMAN
PER DETAILS, EACH SIDE
GATE VALVE AND
SLOPE REPAIR AS
SHOWN ON DETAIL
TYPICAL CREEK CROSSING
APPLICANT:
CLEVELAND COUNTY SANITARY DISTRICT
P.O. BOX 788
LAWNDALE, NORTH CAROLINA 28090
PROPOSED CONSTRUCTION:
INSTALLATION OF 6-INCH PVC WATER LINE TO REPLACE
EXISTING WATER LINE.
LOCATION:
SEE DESCRIPTION ON EACH SHEET.
TAP MATH CORP. STOP
I SIDE OF THE CREEK)
PROJECT:
WATER LINE REHABILITATION
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLEVELAND COUNTY SANITARY DISTRICT
ASHEVILI$ NC
55 BROAD STREW McGI*ll
PH.[phone]
PAX [phone]
COUNTY: STATE:
CLEVELAND NORTH CAROLINA A S S O C I A T E S
SCALE: NO SCALE DATE: SEPT, 2001 SHEET 13 OF 14 ENGINEERING* PLANNING* FINANCE
10 ALL FITTINGS, VALVES, ETC._
UM1TS OF RIVER CROSSING
WATER FLAW
CREEK
t
`--TOP OF STREAM BANK
PLAN
Cuss
e
PRECAST RPRAP
\
CONCRETE
BARRIER
WATER LEVEL
(FIELD VER" PLASTIC LINER
DBACS
SAT=
ANY
X-0' MIN. ? STREAM
BED
PIPE --- NOTES

SECTION AA
COFFER DAM DETAIL
SANDBAGS
ON FACE
LEVEL
VERIFY)
1. COFFER DAM WILL BE BUILT SO THAT APPROXIMATELY ONE-HALF (1/2) 4. STREAM BED SHALL BE DISTURBED THE MINIMUM REWIRED FOR
OF THE STREAM CHANNEL IS OPEN AT ALL TIMES. CONSTRUCTION OF PIPE LINE AND WILL BE RESTORED TO ORIGINAL
2. MATERIAL FROM THE STREAM BED SHALL NOT BE USED FOR COFFER DAM. CONTOURS WHEN WORK IS COMPLETE.
3. NO EARTHEN MATERIAL SHALL BE USED FOR COFFER DAM OR PLACED 5. ALTERNATIVE COFFER DAM MATERIAL IS ACCEPTABLE BUT SHALL
IN STREAM FOR ANY REASON. BE APPROVED BY THE ENGINEER.
APPLICANT:
CLEVELAND COUNTY SANITARY DISTRICT
P.O. BOX 788
LAWNDALE, NORTH CAROLINA 28090
PROPOSED CONSTRUCTION:
INSTALLATION OF 6-INCH PVC WATER LINE TO REPLACE
EXISTING WATER LINE.
SEE DESCRIPTION ON EACH SHEET.
COUNTY: STATE:
CLEVELAND NORTH CAROLINA
SCALE: NO SCALE DATE: SEPT., 2001 SHEET 14 OF 14
PROJECT:
WATER LINE REHABILITATION
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLEVELAND COUNTY SANITARY DISTRICT
SS BROAD S71UW e
ASHEV[I1A NC
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A S S O C I A T E
F.NGINF.F.RING • PLANNING • FINANC