20030984 Ver 1_COMPLETE FILE_20030807

WATER
QG
'W =1
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
October 6, 2003
DW Q# 03-0984
Burke County
Burke County
C/o Mr. Larry Pressley
P.O. Box 219
Morganton, NC, 28680-0219
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Pressley:
You have our approval, in accordance with the attached conditions, to impact 10 linear feet of streams in order to
construct the Bost Road, Piedmont Road and Sherwood Forest Subdivision Water Line Construction project in Burke
County, as described in your application received by the Division of Water Quality on August 7, 2003, and in additional
correspondence received September 22, 2003. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3374, which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetiands. This Certification allows you to use Nationwide Permit Number 12 when issued by
the Corps of Engineers. 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, Randleman Buffer Rules, Non-Discharge 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 and the additional condition listed below:
1. Upon completion of all work approved within the.401 Water Quality Certification, 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;
2. Instream activities shall be prohibited during the fish spawning season of May 1 through July 15 to prevent off-site
sedimentation from impacting fish eggs and fry downstream of the site;
3. Directional boring is preferred for the Warrior Fork Creek crossing if practicable and feasible;
4. Pipe installation must be accomplished so that pipes are located a minimum of one foot below the thalweg depth of the
stream channel. Pipes must not interfere with aquatic life passage during low flow conditions. Any riprap used must not
distort channel dimensions, including the thalweg;
5. Native riparian vegetation should be used for streambank stabilization.
6. Sediment and erosion control measures shall adhere to design standards for sensitive watersheds (15A NCAC 4B
.0024).
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. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
N. C. 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)
[phone] (phone), 919-733-6893 (fax), (httu://h2o.enr.state.nc.us/ncwetiands)
Customer Service #: 1-877-623-6748

Mr. Larry Pressley
Page 2 of 2
October 6, 2003
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 Kevin Barnett in our Asheville Regional Office at 828-251-6208 or Cyndi Karoly in our
Central Office in Raleigh at 919-733-9721.
Sincerely,
A
Alan W. Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
Central Files
File Copy
Ron Linville, 1721 MSC, Raleigh, NC, 27699-1721
Larry Pressley, City of Morganton, P.O. Box 3448, Morganton, NC, 28680-3448
030984

I.-

9 North Carolina Wildlife Resources Commission 9
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John R. Dorney, Division of Water Quality L?u3
Dept. of Environment and Natural Resources
FROM: Ron Linville, Regional Coordinator CATER?Al? SECTI01
Habitat Conservation Program
DATE: August 26, 2003
SUBJECT: Review of an application by Burke County, Bost Road, Piedmont Road
and Sherwood Forest Subdivision Water Main, Warrior Fork Creek and
associated tributaries, Burke County
Burke County is requesting 401 Water Quality Certification from the North
Carolina Division of Water Quality. The NCWRC has reviewed information provided by
the applicant, and field biologists on our staff are familiar with habitat values of the
project area. These comments are provided in accordance with provisions of the Clean
Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and Wildlife Coordination Act
(48 Stat. 401, as amended; 16 U.S.C. 661-667d).
New water line construction is proposed to serve a developing area north of
Morganton. Impacts will be fifty (50) feet on Warrior Creek and thirteen (13) feet on
associated tributaries. Cumulative linear feet of impact will be 63 linear feet. All of the
affected waters are perennial. The project is located in a Water Supply watershed.
Warrior Fork Creek supports populations of redbreast sunfish and smallmouth bass.
Areas upstream and north of this area are known to support state and federally listed
aquatic species, including the Eastern creekshell, Villosa delumbis (NCSR), the Brook
floater, Alasmidonta varicosa (NCE/FSC), the Pygmy snaketail, Ophiogomphus howei
(NCSR/FSC), Edmund's snaketail, Ophiogomphus edmundo (NCSR/FSC), and the
Mountain River Cruiser, Macromia margarita (NCSR/FSC), the Black-billed cuckoo,
Cocczus erythropthalmus (NCSR), and the Bog turtle, Glypemys muhlenbergii (NCE/FT-
SA)
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 • Fax: [phone]
Bost Road Water Main 2 August 26, 2003
Based on our review of the project and our knowledge of the area, we will not
object to the project. However, we recommend the following 401 conditions:
1. Instream activities should be prohibited during the fish spawning season of May 1
through July 15 to prevent off-site sedimentation from impacting fish eggs and fly
downstream of the site.
2. Directional boring is preferred for the Warrior Fork Creek crossing if practicable
and feasible.
3. Pipe installation must be accomplished so that pipes are located a minimum of a
foot below the thalweg depth of the stream channel. Pipes must not interfere with
aquatic life passage during low flow conditions. Any riprap used must not distort
natural channel dimensions, including the thalweg.
4. Native riparian vegetation should be used for streambank stabilization.
Stockpiling and using existing topsoil and plant materials should be satisfactory.
5. Sediment and erosion control measures shall adhere to the design standards for
sensitive watersheds (15A NCAC 413 .0024).
Thank you for the opportunity to review and comment on this project. If you
have any questions regarding these comments, please contact me at 336/769-9453.
Cc: Steve Chapin, USACOE
MEMORANDUM
TO: John Dorney Regional Contact: Barnett, Kevin
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Bost Road, Piedmont Road, & Sherwood Forest S/D
Project Number 03 0984
Recvd From APP
Received Date 8/7/03 Recvd By Region
Project Type water line construction
County Burke
County2
Region Asheville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet BE
Type Type Impact Score Index Prim. Supp. Basin Req. Req.'
22 Stream O O N ll-35-(1) ?JSI(T 30.831. 63 60 63.00 F-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y (ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/COnd O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
On Hold. Letter sent 09-11-03
Undated drawings submitted 09/22/03.
Water line crossing is not 50' wide, but 10' wide by 50' tall (25' on each side.
Issue as requested.
cc: Regional Office
Central Office Page Number 1
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Barnett, Kevin
WQ Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Bost Road, Piedmont Road, & Sherwood Forest S/D
Project Number 03 0984
Recvd From APP
Received Date 8/7/03 Recvd By Region
Project Type water line construction
County Burke
County2
Region Asheville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet El
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F 12 Stream O 1'O N ? ll-35-(1) WSIII ? 30,531. ? 63.00 63.00 F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y (0 N Did you request more info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
On Hold. Letter sent 09-11-03
cc: Regional Office
Central Office Page Number 1
!"
Triage Check List
Name: 5 T C_
Date: Project
DWQ#:
County: A
To: ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
? RRO Steve Mitchell
From: Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
r
f

cz' 7'
August 1, 2003
FILE COPY
ososae
John Dorney `
Water Quality Certification Program
1650 Mail Service Center
Raleigh, NC 27699
WETU DsI401 C
Roue
AUG 7 2003
NATERQUALITY
SECTION
Re: 401/404 Permit Application for
Bost Rd, Piedmont Rd, and Sherwood Forest Subdivision Water Line Construction
Dear Mr. Dorney:
Please find the enclosed seven copies of detailed plans, review fee, vicinity map and USGS topographic
map for your review.
We would welcome a phone call to clarify any remaining issues and to expedite project approval.
Please feel free to contact me at [phone].
Sin rely,
Pressley,
Asst. Director of Engineering
Post Office Box 3448 - Page t5 of t3 Phone (704) 437
Morganton. North Carolina FAX 438-:
28680-3448 TDD 438-:
Office Use Only: V ersion October 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank. IA/ D81401 . ON
1. Processing
1. Check all of the approval(s) requested for this project: ??T?R
® Section 404 Permit t7 QUALOTYSECTION
Section 10 Permit
® 401 Water Quality Certification
Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: F-IN/A
II. Applicant Information
1. Owner/Applicant Information
Name: Burke Countv
Mailing Address: P.O. Box 219
Morganton
North Carolina 28680-0219
Telephone Number: 828-438-5265 Fax Number: 828-438-5264
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: completed by the City of Morganton Engineering Department on behalf of Burke
County. Signature by Owner/Applicant
Company Affiliation:
Mailing Address: City of Morganton
P. O. Box 3448
Morganton, NC 28680-3448
Telephone Number: Fax Number:
E-mail Address:
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: Bost Road, Piedmont Road, & Sherwood Forest Subdivision Water Line
Construction
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A- Road Right of Way
4. Location
County: Burke Nearest Town: Morganton
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):Take exit number 105 from I-40,
S. Sterling St. and go North 4.2 miles on S. Sterling St., N. Green St., and NC Hwy 181 to
Bost Rd (SR 1419). Right on Bost Rd. 3.1 miles to Warrior Fork Creek.
5. Site coordinates, if available (UTM or Lat/Long):Lat N35°47.818' Long W81°43.119',
LatN35°47.639' Long W81°43.143', & LatN35°47.495' LonjzW81°43.130'
6. Describe the existing land use or condition of the site at the time of this application:
The area is partly undeveloped residential and wooded subdivision lots.
7. Property size (acres): Area disturbed by water line construction is 2.47 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Warrior Fork Creek
9. River Basin: Catawba River
(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/.)
10. Describe the purpose of the proposed work: New Water Line Construction
Page 6 of 13
11. List the type of equipment to be used to construct the project: pipe laying equipment
12. Describe the land use in the vicinity of this project: Wooded/ Residential area
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:
N/A
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.
1. Wetland Impacts N/A
Page 7 of 13
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***

* 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/A
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 Rip-Rap 00". Warrior Fork Creek 50' Perennial
2 Rip-Rap 10' UT Warrior Fork Creek 10' Perennial
3 Rip-Rap UT Warrior Fork Creek 3' 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.usgs.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: 63 linear feet
Page 8 of 13
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: fill, 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): ? uplands ? stream F-1 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.
N/A
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 13
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/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Silt Fence, Vegetation and Rip rap
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
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
N/A
Page 10 of 13
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No n
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 F? No
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 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes M No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends out SU teet perpendicular trom near bank of enannel; Gone 1 extencis an
additional 20 feet from the edge of Zone 1.
Page 11 of 13
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (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.
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.
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
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).
-q-0
ApplICTE AAgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 13
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BURKE COUNTY
DETACH AND RETAIN THIS STATEMENT
THE ATTACHED CHECK IS N PAYMENT OF THE ITEMS DESCRIBED BELOW. 07/29/2003081457
IF NOT CORRECT PLEASE NOTIFY US PROMPTLY. NO RECEIPT DESIRED. CHECK NO. NVOICEE P.O., ACCOUN AMOUNT

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L ~ ~i l,~ ~v~~ V ~UJ~U CA~L~ ~L~VI~ ~J~V ? ~ T"~~ ~~~Jfi ~~1. ~ ~ ~ ~h~. _ ~ I a r "JII ) 1. 'vJERGROUND UTILITY LOCATIONS WERE PROVIDED E~' NCICALL OR OTHERS. THE OWNER
- ~ E X f S TI N U U'v ~ R G R"' ~ N,~ r ~ T ~ ~ ~ ~ . ~ a I ?PaG FNG!NEER ASSUME NO UABILIT~ AS TO THE ACCURACY OF THE LOCATION WORK. ALL UTILITY COMPAMES
T EX15TItiG ~N~~R R ' ~ ~ ! ~ ~ f ARE. TO BE CON iACTED BY THE CONTRACTOR FOR MORE EXACT LOCATIONS OF UNDERGROUND
a. G O~ti~ ~ E~EP~O'~t CA_,~~ ~ MA,!~' a ti,,, L _N G`~~~ T rR
~ EXiSING GAS ! INE s` ~ h ~ lJ ~ v ~.~".~1I` E i~TI~ITif_S PRIOR TO BID AND AGAIN BEFORE CONSTROCTION. ALL EXTRA WORK CAUSED BY LOCATION
r Y F ~ - - - . ~ h ~ti ~X~STING WA ~R ~;NE ~ ~ r, , ^ ERRORS OR OMMISSION OF UNDERGROUND UTILITIES SHALL BE CONSIDERED INCIDENTAL AND NO
~ ` T ~ R ~ ~ COMPENSATION SHALL BE MADE TO THE CONTRACTOR FOR ANY REASON. THE CONTRACTOR IS
OPOSE~ ~t~ ~ FENCL ~ U~V Y_ ~ r " ~ < ' , uF'GED TO PERFORM INVESTIGATIVE EXCAVATIONS PRIOR TO THE BID DATE IF HE DEEMS PRUDENT.
r ~ ~ - ~ ! ~ I-! T - - ' N Y ~ r r, 0 r `v'~ ~ • ~r . ~ r f' ~ ~ ~ V ~ ~ U V : L
- N ~ ~ Q ~ T ~1 ~ _ -
~5~~~ f i-~ r -~-----;r---~- F - - 1 r , A!_I EXSTW, l,T~~~TIES ARE TO REMAIN IN SERVICE CURING ALL PHASES OF CONSTRUCTION.
E~l,t , , ~ nn~ ~ ti C~N~RET~ M~~~~~M~,~ v ~ ~ ~ ,
~ ~ ~ T i- ~ T ~n ~ T'- ~ n i I P_DES ~ A~ E_L~C ~ R+~,A~, ~ r ~EPhON~~~ ~A~,_E'i ~~T;~.~~ _ , \ ~ ® ~~~~J , ~~VV IAN r-~.~
r I ti" M.,~.4 10' LATERAL SEPARATION OR MINIMUM 18" 'VERTICAL SEPARATION TO BE MAINTAINED
® ROCK SIB ~ ~,!~FC;K SAM ~ r~~,: ~ , ~r~ ~ Fi
} Wt t_N WA I EK LINES AND SEWER LINES.
CLASS 1 RIP RAP ~r.., E ( t o ~0~~E R r~~r_
MINIMUM OF 3.5' DEPTH OF WATER LINE FROM EXISTING GRADE TO TOP OF PIPE.
® EXISTING GAS A I ( '1 ~ MINIMUM OF 1' SEPARATION OF WATER LINE TO STORM DRAINS.
PROPOSED GATE W, . ; n
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B~JRI~E C0 ;OU ~l --Y
BOAT ROAD-- E~ E[J~~l ~~~1 T ROf ~F-- E-RI~OOD SOREST =ST SU BD U S 0~1 ~IATE~~ f~ E ~;0~1 STRU CT 0~1
r=:R0S~0f~ CO~ITR -R0~ ~I~ASURES

~ ~ _ _ _
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i LITTLE JOHN DRIVE ~
o ~ j / o ~ ~
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\ ~ o nO0• STANDARD TEMPORARY ROCK SILT CHECK DAMS ARE LOCATED ALONG
PIEDMONT ROAD: SHEET 1
7 ~ ~ - - ~ STA 2+75, STA 3+50, STA 4+25, STA 5+00, STA 5+75, STA 6+50, STA 7+25,
STA 8+00, STA 8+75, STA 9+50.
z ~ ~ ROBINHOOb \
s p ~ ~ ~ SRI VE SR _ ;
5~~~ I 1476 STANDARD TEMPORARY ROCK SIFT CHECK DAMS ARE LOCATED ALONG
BOST ROAD: SHEET 1, SHEET 2, & SHEET 3
STA 27+00, STA 28+00, STA 29+00, STA 39+00, STA 39+75, STA 40+50, STA 41+25,
STA 42+00, STA 42+75, STA 43+50, STA 44+25, STA 45+25, STA 46+25, STA 47+50,
STA 48+50, STA 49+25, STA 72+00, STA 73+00, STA 76~ 00, STA 77+U0, STA 78+00.
s,~, ~ ~ ~
TEMPORARY SILT FENCE INSTALLED SHEET 2
t \
\ \ STA 57+15 & STA 59+85
\ X90 ~ \ ~,~0~-~~ ` \ ~ TEMPORARY SILT FENCE INSTALLED SHEET 3
\ STA 69+30, STA 70+35, STA 78+60, & STA 79+80
\ \ ~ ~ \ I
~ CLASS 1 RIP-RAP INSTALLED SHEF T
\ STA 57+15 TO STA 58+15 & STA 58+85 TO STA 59+85
? ~ ~~~P~~- ~ CLASS 1 RIP-RAP INSTALLED SHEET 3
\ STA 69+30 TO STA 69+45 & STA 70+20 TO STA ?0+35
STA 78+60 TO STA 78+70 & STA 79+50 TO STA 79+80
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ENGINEERING BY: ~
CITY OF MORGANTON ZY ~ ~6 ~
ENGINEERING DEPARTMEN . 305 E UNION ST SUI • E A 100 ~ ~ _ ~ ~ ~
_ K ~ ~ - Sr ~ 419 BOST ROAD ~ s~
POB 3448
MORGANTON NC 28680 J R E C T~ ~ ~ t~ ~ ~ ~ M~ r ~ ~ ? ~ ~ STREAM IMPACT NO 3 ~
~~t- 20 LF SILT FENCE ~ P-~Ar & CLASS 1 RIP-RAP
~ A'~K ~F CREEK EACH BANK OF CREEK /
E SAKE ~ ~,1 r~i . -N35'47.639' LATITUDE-N35'47.495'
LEGEND STREET AND GO ' . ~ „ , ;^v, ODE- W81'43.143' LONGITUDE-W81'43.130' _J
~~'JORTH GREEN STF~EE i ' ~ ~
p SF PROPOSED SILT FENCE (SF) ~?GHT ON BOST ROAD 14~'a'; E ' r- t a
' ~ Rnru cu T rNF~u noon ~Rrnl
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PIEDMONT ROAD (SR 1423). ROBI~~~~ # 1- L
cuss 1 RIP-RAP TO THE EAST OFF OF BOS i ROAD AND
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S SHEET 1
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BEGIN NEW 8" PVC DR 18 WATER LINE I " (l1 ~ m O BM ELEV=1127.22 °
AT EXISTING 8 GATE VALVE " m NAIL IN POWER POLE ~ ~ ~ z Q a
1- 8 RETAINER GLAND C
~ SEE PIEDMONT ROAD WATER LINE STA 15+73 STA 14+57 O ~ z c " H o r~ U~ 1-8 11 1/4' BEND 1-8 22 1/2' Bf ND
DWG NO 1078-97, SHEET 10, 5 ~ A 115+40 r J z ~J CONCRETE BLOCKING CONCRETE BLOCKING ~
~ C 2-8" RETAINER GLANDS 2-8" RETAINER GLANDS O
F ~ 6
c I O
~J ~ STA 15+21 ~ STA 14+46 " " Q F.
t 1-8 45' BEND 1-8 90' BEND w 1
R T BLOCKING T~ O ~ CONC E E CONCRE ~ BLOCKING ap ~
2-8 RETAINER GLANDS 2-8 RETAINER GLANDS ~ ,n ~ j
r H ~~tNcDc~ W ~ ~
c U ~ nl - v.n ~
STANDARD TEMPORARY ROCK SILT CHECK DAMS ARE TO BE LOCATED: STA 2+75, STA. 3 E 50, / r _ ~ I
Cr r 7 + T i STA 4+25, STA 5+00, STA 5+75, . A 6+50, S~ A 7+25, S~ k 8 ~ 00, STA 8+75, S ~ A 9 ~ ~C, -STA 10+00 ~ R~ ~ ~ r"~ ~my'~ (y ~l I'~
STA 27+00, STA 28+00, &STA 29+00. - x z 6 TEE _ 18 8 4 G ~ _
1-8 GATE VALVE ~ 14 ~ ~ ) , O ~ rr, ~ ~ ~r~ n ~o
UNDERGROUND UTILITY LOCATIONS WERE PROVIDED BY NCICALL OR OTHERS. THE OWNE~r ~1ND 1-6 GATE UALVE ~G ~ ~ ~ " FE, r ~
ENGINEER ASSUME NO LIABILITY AS TO THE ACCURACY OF THE LOCATION WORK. ALL U ~i 11Y COMPANIES 1-4 1/2 FIRE HYDRANT W/ 4 BURY 13 ~ ~ . 1 O -r; ~1 rr
CONCRETE BLOCKING ~ ~ ~ ~ I, I
ARE TO BE CONTACTED BY THE CONTRACTOR FOR MORE EXACT LOCATIONS OF UNDERGROI~ND 4-t~ RETAINER GLANDS Q ~ o + - 1 STA 14 02 E ~ a pr' r
UTILITIES PRIOR TO BID AND AGAIN BEFORE CONSTRUCTION. ALL EXTRA WORK CAUSED Hr LOCATION ~ ~ NCE ~ a 3-c~ RETAINER GLANDS rE w CONCRETE DLADMAN W O
ERRORS OR OMMISSION OF UNDERGROUND UTILITIES SHALL BE CONSIDERED INCIDENTAL AND NO > ~ I~ ~ RETAINER GLAND RODDED TO 1 •r,
COMPENSATION SHALL BE MADE TO THE CONTRACTOR FOR ANY REASON. THE CONTRACTOR IS p FN 0 I~ n n n ~ ~ 1-8 z 8 z 8 TEE
URGED TO PERFORM INVESTIGATIVE EXCAVATIONS PRIOR TO THE BID DATE IF HE DEEMS ~ RUDENT. cF a 2-8 GATE VALVES
MINIMUM 10' LATERAL SEPARATION OR MINIMUN 18" VERTICAL SEPARATION TO BE MAINTAINED ~ - ONCRETF BLOCKING ~ C
BETWEEN WATER LINES AND SEWER LINES. ~ " 1-8 M~-DIP PLUG
1p 35 LF 16" BORE & rNCASEMENT W/
~ MINIMUM OF 3.5' DEPTH OF WATER LINE FROM EXISTING GRADE TO TOP OF PIPE. 8" MJ-DIP CARR!E`? & ~ ~'^a~R
~ t~11NIMU~I OF 1 SEPARATION OF WATER UNE TO STORM DRAINS. " r 8-8 RETAINER Gi.?"~~~
i,
ALL WATER LINE CONSTRUCTION SHALL BE MADE IN ACCORDANCE TO THE CITY OF MORGANLON
T N AR P CIFICATIONS AND STANDARD DETAILS. SAD DSE
6 NEW THREE QUARTER INCH OR ONE INCH WATER SERVICE CONNECTIONS ARE TO BE MAI)I TO THE
~ PROPOSED 8" WATER LINE ALONG PIEDMONT ROAD OR BOST ROAD. 33 NEW THREE Q~AFlILR INCH T TH " R,.. '8385
OR ONE INCH WATER SERVICE CONNECTIONS ARE TC BE MADE 0..E PROPOSED 6 0 1 WATER LINES s • ~
` WITHIN SHERWOOD FOREST SUBDIVISION. NEW WATER SERVICE CONNECTIONS ARE TO BE ;OMPLETE AND i P b
INCLUDE METER AND METER BOX AND SET AT THE RIGHT OF WAY OF THE ROAD. EXISTING HOUSE CONNECTIONS
ARE TO BE TIED TO THE PROPOSED NEW WATER SERVICE CONNECTIONS. NEW WATER SE~~VICE CONNECTIONS
~ ARE NOT SHOWN ON THE PLANS AND ARE TO BE LOCATED BY THE CITY OF MOROA.NTON [NGINEER. SOME NEW
WATER SERVICE CONNECTIONS WILL CROSS THE ROAD AND THE NUMBER OF NEW WATER SEF?VICE CONNECTIONS MAY VARY.
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1-8 2 8 x 6 TEE '-8"z 8"x 6" TEE ~Q
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1-6" GATE VALVE - ~ ~ " ~ ~ A
1-4 t 2 FIRE HYDRANT W 4 B'~~RY - ~ r~ ~ '-6 GATE VALVE i.
CONCRETE BLOCKING 35 LF 16" BORE & ENCASEMENT W~
a-8" RETAINER GLANDS 6" MJ DIP CARRIER & RETAINER GLANDS
- 3-6" RETAINER G~~N~S 1-4 1 /2" FIRE HYDRANT W;~~ 4' BURT
CONCRETE BLOCKING
w 8° RETAINER GLANDS
'f' -6" RETAINER GLANDS

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I _6„ _ GATE VALVE o o ~ z
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STANDARD TEMPORARY ROCK SILT CHECK DAMS ARE TO BE L~ ~ CONCRETE BLOCKING ARE TO BE LOCATED: STA 39+00, STA 39+75 ~ 00 ~ ~
4_ - STA 40+50, STA 41+25, STA 42+00, 5TA 42+75, STA 43+5( ' W F ~~~U 5, STA 43+50, STA 44+25. STA 45+25, STA 46+25, ~ ~
8 RETAINER GLANDS T STA 47+50, STA 48+50, &STA 49+25. U UAW
3-6 RETAINER GLANDS r. Z~Y
x UNDERGROUND UTILITY LOCATIONS WERE PROVIDED BY NCICAL D 8Y NCICALL OR OTHERS. THE OWNER AND ~ ~
~ N R E GINEE ASSJ.ME NO LIABILITY AS TO THE ACCURACY OF THI x ~ c~ ~ 1RACY OF THE LOCATION WORK, ALL UTILITY COMPANIES ~ Z
ARE TO BE CONTACTED BY THE CONTRACT R F 0 OR MORE EXAC m ~ ~m ~ MORE EXACT LOCATIONS OF UNDERGROUND ~ ~
6 NEW THREE QUARTER INCH OR ONE INCH WATER SERVICE CONNECTIONS ARE TO BE MADE TO THE UTILITIES PRIOR TO BID AND AGAIN BEFOR H~
E CONSTRUCTION. ~ PROPOSED 8" WATER LINE ALONG PIEDMONT ROAD OR BOST ROAD. 33 NEW THREE QUARTER INCH ERRORS OR OMMI ~TRUCTION. ALL EXTRA WORK CAUSED BY LOCATION CD ,Zap
~ SSION OF UNDERGROUND UTILITIES SHALL BE 1 OR ONE INCH WATER SERVICE CONNECTIONS ARE TO BE MADE TO THE PROPOSED 6" OR 2" WATER LINES C MP A .S SHALL BE ON I R N SAL AN N Z 4 ~ ~ C S DE ED INCIDE D 0 _ ~
0 ENS TION SHALL BE MADE TO THE CONTRACTOR FOR AN ~ WITHIN SHERWOOD FOREST SUBDIVISION. NEW WATER SERVICE CONNECTIONS ARE TO BE COMPLETE AND URGED TO P RF ;TOR FOR ANY REASON. THE CONERACTOR IS ~ ~ ~ W - W ' LZ"Z
E ORM INVESTIGATIVE EXCAVATIONS PRIOR TO TH INCLUDE METER AND METER BOX AND SET AT THE RIGHT OF WAY OF THE ROAD. EXISTING HOUSE CONNECTIONS ~ „ PRIOR TO THE BID DATE IF HE Ul LMS PRUDENT. a W p ~
ARE TO B TI TN ~R MINIMUM 10 LATERAL SEPARATION OR MINIMUN 18 VERTICAL E ED TO E OPOSED NEW WATER SERVICE CONNECTIONS. NEW WATER SERVICE CONNECTIONS 8" VERTICAL SEPARATION TO BE MAINTAINED Z ~ O
ARE NOT SHOWN ON THE PLANS AN AR BETWEEN WATER LINES AND SEWER LINES. C~
D E TO BE LOCATED BY THE CITY OF MORGANTON ENGINEER. SOME NEW WATER SERVICE CONNECTIONS WILL CROSS THE ROAD AND THE NUMBER OF NEW WATER SERVICE CONNECTIONS MAY VARY. MINIM ' z
UM OF 3.5 DEPTH OF WATER LINE FROM EXISTING GRADE ISTING GRADE TO TOP OF PIPE. W
MINIMUM OF 1' SEPARATION OF WATER LINE TO STORM DRAINS TORM DRAINS. _
ALL WATER LINE CONSTRUCTION SHALL BE MADE IN ACCORDA~ IN ACCORDANCE TO THE CITY OF MORGANTON
STANDARD SPECIFICATIONS AND STANDARD DETAILS. _S.
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h _T--~ 5~ 00 L BORE & ENCASEMENT W/
I p ~ ~ , \ ' ~ 9 8 MJ DIP CARRIER & RETAINER GLANDS 3
I ~ r~ i ; ~ ~ ~ - °w ~ri A -BM ELEV=1022.34 ,~,w
4 _l.. I v'~~ ~I' ~ ~ VV, a8 ~ EF ,~tT c w= i LF „~T :'r ~ ~ 60 NCGS MONUMENT-WARRIOR
9~ STA 52+65 BOST ROAD WAT R A~~ ,ti` ~ ~ ~ E _ ~ ~a . _ i ,w` i ~ ,r~ { ,
o Tq SEE DWG 1190-03, SHEET 5 F`~R , S 50+00 „ y ;~ICF a~,~ t, ICS , a~,5 ~ ~ 4~'
zo ROBINHOOD DRIVE SR 1416 WA FH LINE ~ ~ 3;~"J~ O~
~-8 x 8 x 6 TEE ~ ~ n _I~ ~ ~ 1-8" GATE VALVE "
~ 1-8 GATE VALVE ~ .~~~~~;k N~ Q 1 ~ GATE VALUE " ~ , ~ i 6 ~ 4 1
1-6 GATE VALVE ~v, 1-4 1 2" FIRE HYDRANT W 4' ' RY 20 ~r SILT FENCE &
/ / BJ ~ ~ CONCRETE BLOCKING CONCRETE BLOCKING 3 F q~ ; ; A ~ WIDE x ?00' LONG STA 60+ 62 00 63
„ 5 L 16 BORE & FN,, M, ti ,ti ~ „ A ~ Y WICK CLASS TRIP-RAP 1-8"z 8"x 6" TEE ~ 64 n ~?ANK OF CREEK n Q
4-8 P,ETAINER GLANDS " r 8 " ~ 6 MJ--DIP ,,ARRIFR & 8 ~ 1-8 GATE VALVE 'mo'o „ O zo i ~ -
3-6 RETAINER ELANDS ~ ~ - 6 90 BEND - 1-6 GATE VALVE ~
4-8" RETAINER G~.ANJ: 1-41 O ~ /2 FIRE HYDRANT ~ ~
5-6" RETAINER Gl AN" ' ~ W 4' BURY ~ ~ Q / ~ a
I CONCRETE BLOCKING M~~.h n
r 4-8 RETAINER GLANDS ~ ~
3-6 RETAINER GLANDS 'Q
:Y, STA 59+90 n , J
1-8 45 BEND
~ END 8" DIP i~
. ~ ri_~n werrR i~~~~ oQnonc~n Q ~)1l(~`
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i CONCRETE BLOCKING 2-8" RETAINER GLANDS
DR 18 WATER UNE
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a ~ ~ - 70 ~ v, _ N~N W W
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" o 1-8 45 BEND ~ 72 3 Q Q O ap z 00 CO ~
" ~ BEGIN 130 8 DIP Q ~ d• 00 ?n O
CL-50 WATER LINE ~ ~ W ~
CONCRETE BLOCKING U ~ ~
2-8" R T STA 10+40 E AINER GLANDS " , 1-8 45 BEND U~ W ZIY
" ~ O
20 LF SILT FENCE & END 8 DIP CL-50 WATER LINE BM ELEU=1022.34 ~ ~ " " ~ Z
10 WIDE z 15 LONG 1-8 2 8 x 6 TEE NCGS MONUMENT-WARRIOR x 1' THICK CLASS 1 RIP-RAP _ " O d' CO m O
1 8 GATE VALVE IN TRAFFIC ISLAND AT INTERSECTION BANK OF CREEK " H~
1-6 GATE VALVE BOST ROAD & SPAINHOUR ROAD " , ~ z~..
STA 69+55 1-4 1/2 FIRE HYDRANT W/ 4 BURY z o~c~
1-8" 45' BEND CONCRETE BLOCKING ~ ~ w
CONCRETE BLOCKING 6-8" RETAINER GLANDS ~ " „ w ~~"z a w O ~
1 2-B RETAINER GLANDS -6 R T I 3 E A NER GLANDS z ~ o
STA 70+15 20 LF SILT FENCE &
~ , ~ , 1-8 45 r~fND 10 WIDE z 15 LONG z
CONCRETE HI OCKING z 1 THICK CLASS 1'RiP-RAP w
2-8" RETAINS R GLANDS BANK OF CREEK
i
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UNDERGROUND UTILITY LOCATIONS WERE PROVIDED BY NCICALL OR OTHERS. THE C i HERS. THE OWNER AND , 8~?
` ENGINEER ASSUME NO LIABILITY AS TO THE ACCURACY OF THE LOCATION WORK. A DN WORK. ALL UTILITY COMPANIE` ~ ~ ~ ~ ~
ARE TO BE CONTACTED BY THE CONTRACTOR FOR MORE EXACT LOCATIONS OF UNDI IONS OF UNDERGR UN ~ 0 D 43p ~1° r
UTILITIES PRIOR TO BID AND AGAIN BEFORE CONSTRUCTION. ALL EXTRA WORK CAD' A WORK CAUSED BY LOCATION P, ~
ERRORS OR OMMISSION OF UNDERGROUND UTILITIES SHALL BE CONSIDERED INCIDENT RED INCIDENTAL AND NO
COMPENSATION SHALL BE MADE TO THE CONTRACTOR FOR ANY REASON. THE CON , N. THE CONTRACTOR IS
UR~~{ D TO PERFORM INVESTIGATIVE EXCAVATIONS PRIOR TO THE 810 DATE IF HE DEE ITE IF HE DEEMS PRUDENT.
"
MiNiMUM 10 LATERAL SEPARATION OR MINIMUN 18 VERTICAL SEPARATION TO BE M. ION TO BE MAINTAINED
BEIWFEN WATER LINES AND SEWER LINES.
M "~~~MUM ~F 3.5 DEPTH OF WATER LINE FROM EXISTING GRADE TO TOP OF PIPE. OF PIPE.
1N ! A' ~ r ~ ' ~ r' ~ 7 M,~~~MUM ~~r ~ Sr PARAT~ON Of WA ~ ER LINE TO STORM DRAINS.
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WATER NE- CONTRU~TiON SHALL BE MADE IN ACCORDANCE TO T>1E CITY ~ HE CITY MOF~'?"~''~N
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wq g'p N -STA 7+40 STA, 0+0 ITT HN ~ ~,p 0 L LE JO DRIVE ~ O CONCRETE BLOCKING
~ ~F ~ ~ ~ d END 2 PUC DR 13.5 WATER LINE N'' 1-6 z 6 x 6 TEE ~ o " ~ 2-2 RETAINER GLANDS l.(~ , , x
' ~ ~6 ~ 2 - 6" GATE VALVES ~ ~ d ~ 1-2 SQUARE NJT VALVE „ Q Q_
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w ` ~o oti 6 MJ-DIP CARRIER & RETAINER GLANDS ~ o CONCRETE DEADMAN p INDS
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_ J DI PLUG, 2 TAPPED ~ t ~,3 SEE STANDARD DETAIL SHEET BEGIN NEW 2 PVC DR 13.5 WATER LINE W P ~ _
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O STA 3+90 6 ~AT~ SAL JES 2-6 RETAINER GLANDS T ~ OP OF FIRE HYDRANT ~
~ 1-6" 22 1 2' B N~~ 1-4 1 2° FIRE HYDRANT W% ~ / E ~ / BURY ~ ~ i ~ ~ , _
U~ 1 6 x 6 2 2 TAPPED TEE BOSS PIECE ~ONCRtTE BLOCKING 3 " ~ ) " 1 f" ~ . ) CL) , fTi
J ~ 1-3 x~ 2 BRASS NIPPLE 7-6 RETAINER GLANDS ~o
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I 2 BLOW OFF SE~ S.ANDARD DETAIL SHEET NAP ~ ~ ~ ~ 4-6 RETAINER _ STA 4±05 ~ r
, GLANDS 0 ~ ~ UNDERGROUND UTILIT` n~, R1~; W p ZOUND UTILITY LOCATIONS WERE I1lOVIDED BY NCICALL OR OTHERS. TH W ENC 2 vC D ~ ~ WATER LINE w - ~ E 0 NER AND I r~
~ STA 4+18 1 1-- 6" 1 ENGINEER ASSUME NC n /ri Z ASSUME NO LIABILITY AS TO TfiE: ACCURACY OF THE LOCATION WORK. ALL UTILITY COMPANIES 1-2 SQUARE NUT ~dALVE ~
~ 22 /2 BEND i ~ ARE TO BE CONTACTS „ J BE CONTACTED BY THE CONTRACTOR FOR MORE EXACT LOCATIONS OF UNDERGROUND 2-2 DIP MALE z S~ iP END ADAPTORS Z
j CONCRETE BLOCKING 6 - UTILITIES PRIOR TO BI PRIOR TO BID AND AGAIN BEFORE CONSTRUCTION. ALL XTRA W CONCRETE DEADMA"~ w
~3 i ~ 2-6 RETAINER GLANDS ~ ~ ERRORS OR OMMISSI01 E ORK CAUSED BY LOCATION
~ 5 OR OMMISSION OF UNDERGROUND UTILITIES SHALL BE CONSIDERED INCIDENTAL AND NO 2" BLOW-OFF
~ ~ COMPENSATION SHALL CATION SHALL BE MADE TO THE CONTRACTOR FOR ANY REASON. TH z 2-?" RETAINER GLANDS E CONTRACTOR IS Q ~ r
URGED TO PERFORM I '0 PERFORM INVEST)GATIVE EXCAVATIONS PRIOR T( THE BID DA IF H ~ SEt S ~ANuArD ;F ~raEL i TF E DEEMS PRUDENT.
~ MINIMUM 10 LATERAL ~ ~~M ELEVATION=1022.34 y ~ - BE N ~ C~N~ 10 LATERAL SEPARATION OR MINIMUN 18 VERTICAL SEPARATION TO BE MAINTAINED ~Rf\
4 NCGS MONUMENT-WARRIOR TWEE WATER LINE. O Tf D WATER LINES AND SEWER LINES. R
~ ~ IN T F I o RAF IC SLAND AT MINIMUM OF 3.5 DEP' ~ T r OF 3.5 DEPTH OF WATER LINE FROM EXISTING GRADE TO TOP OF PIPE. Q ~ ~ r r
~ 130ST ROAD-SPAINHOUR ROAD INTERSECTION MINIMUM OF 1 SEPAR OF 1 SEPARATION OF WATER LINE TO STORM DRAINS.
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~ o ALL WATER LINE CON, RI E LNE CONSTRUCTION SHALL Bf MADE IN ACCORDANCE TO THE CITY OF MORGANTON SEMI ONC WALK D
STANDARD SPECIFICAT 'D SPECIFICATIONS AND STANDARD DETAILS. '~'S383 w
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6 NEW THREE QUARTER INCH OR ONE INCH WATER SERVICE CONNECTIONS ARE TO BE MADE T T „ 0 HE t} ~ S . ~ p P9~
PROPOSED 8 WATER LINE ALONG PIEDMONT ROAD OR BOST ROAD. 33 NEW THREE UART R I STA 2+40 Q E NCH s
OR ONE INCH WATER SERVICE CONNECTIONS ARE TO BE MADE TO THE PROPOSED fi" R END 2" PVC DR 13.5 WA~ 0 2 WATER LINES „ DR 13.5 WATER LINE W/ '
WITHIN SHERWOOD FOREST SUBDIVISION. NEW WATER SERVICE CONNECTIONS ARE TO BE COMP 1-2 SQUARE NUT VALVE LETS AND " 'E NUT VALVE C a
INCLUDE METER AND METER BOX AND SET AT THE RIGHT OF WAY OF THE ROAD. EXISTIN H cv 2-2 DIP MALE z SLIP EI G OUSE CONNECTIONS 3 4LE x SLIP END ADAPTORS
ARE TO BE TIED T T 0 HE PROPOSED NEW WATER SERVICE CONNECTIONS. NEW WATER SERVICE CONNE TI CONCRETE DEADMAN I T CONS 1~~(1~_' n " IEADMAN
ARE NOT SHOWN ON THE PLANS AND ARE '0 BE LOCATED BY THE CITY OF MORGANTON ~~N `IN~ , ~ ~ lC I ~ ' 1 _ 2 BLOW-OFF r_ G DER. SOME NEW L . L, „ "F cv
~ WATER SERVICE CONNECTIONS WILL CROSS THE ROAD AND THE NUMBER F ~ ~ ~ ~ 2-2 RETAINER GLANDS 0 NEW WATER SERVICE ~,ONNrCT,ONS MAY VARY. ~ - - ASPHALT OR JER GLANDS a~
L-,, ~ ~ SEE STANDARD DETAIL SI ~ T .RD DETAIL SHEET 1
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UNDER ROBINHOOD DR. W! 2" PVC DR 13.5 WATER LINE
CONCRETE BLOCKING
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22 /2 BEND Qj 1-3"x 2" BRASS NIPPLE ° „ CONCRETE BLOCKING ~ IFAI
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„ ~ Q 35 LF-2 1/2 PUNCHED HOLE & STA 35+35 r
n UN-ENCASED UNDER ROBINHOOD DR. 1-6 22 1 /2' BEND ~ ~ P p8
W 2" PVC DR 13.5 WAR CONCRETE BLOCKING / TE LINE
CONCRETE BLOCKING 2-6" RETAINER GLANDS
4-6" RETAINER GLAN DS
1-2 RETAINER GLAND STA 35+74
END NEW 6" PVC DR 18 WATER LINE
ROBINHOOD DRIVE-SR 1476
AT 6"-90' BEND
SEE BOST ROAD WATER LINE i
SEE DWG 1190-03 SHEET 2
f 1
6 NEW TNR E UARTER IN H R N IN H ~ T E O C 0 0 E C WATER SERVICE CONNECTIONS ARE TO BE MADr ~O THE
PROPOSED 8" WATER LINE ALONG PIEDMONT ROAD OR BOST ROAD. 33 NEW THREE UARTr R IN H O C
n n OR ONE INCH WATER SERVICE CONNECTIONS ARE TO BE MADE TO THE PROPOSED 6 OR 2 WATER LINES
WITHIN SHERWOOD FOREST SUBDIVISION. NEW WATER SERVICE CONNECTIONS ARE TO BE COMPLETE AND
INCLUDE METER AND METER BOX AND SET AT THE RIGHT F WAY " ~ i 0 OF THE ROAD. EXISTING, ~ OJSE CONNECTIC~'v~
ARE TO BE TIED TO THE PROPOSED NEW WATER SERVICE CONNECTIONS. NEW WATER RVI~ ~ T'`` SE t,E „ONNEC ~~N~
1 ARE NOT SHOWN ON THE PLANS AND ARE TO BE LOCATED BY THE CITY OF MORGANTON ENGINEER. SOME NEW
WATER SERVICE CONNECTIONS WILL CROSS THE ROAD AND THE NUMBER OF NEW WATER SERVICE CONNECTIONS MAY 'dARY
UNDERGROUND UTILITY LOCATIONS WERE PROVIDED BY NCICALL OR OTHERS. THE OWNER ANC
ENGINEER ASSUME NO LIABILITY AS TO THE ACCURACY OF THE LOCATION WORK. ALL UTILITY COMPAP~'ES
ARE TO BE CONTA T Y T T C ED 8 HE CONTRAC OR FOR MORE EXACT LOCATIONS OF UNDERGROUND
UTILITIES PRIOR TO BID AND AGAIN .BEFORE CONSTRUCTION. ALL EXTRA WORK CAUSED BY ~OCAT~ON
ERRORS OR OMMISSiON OF UNDERGROUND UTILITIES SHALL BE CONSIDERED INCI NTA AN DE L ~ D NO I ~ ~
COMPENSATION SHALL BE MADE TO THE CONTRACTOR FOR ANY R~ASON. iNE CONTRACTOR ~~S
URGED TO PERFORM INVESTIGATIVE EXCAVATIONS PRIOR TO THE BID DATE Ir HE DEEMS PRUSENr.
_ MINIMUM 10 LATERAL SEPARATION OR MINMUN 18" VERTICAL SEPARATION TO BE ~l'~
r BE ~WEEN WATER LINES AND SEWER LINES.
~ ~ i ~ 7, , i
MINIMUM OF 3.5 DEPTH OF WADER LANE FKOM EXiS~~NG GRA ~ lOa Or .p
~ M NIMUM 0. ~ SEPARA ~ ON OF WATER i~N~_ ; 0 S :ORM DRAJN'
r AFL WATER uNE CONSTRJ~,TION SHALL BE MADE Q~,,~,OR~Ati~~r ~ _ ~ << : .
STANDARD SPtuIFICATION AN TAN AR^ TA S DS D DOE
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