20021770 Ver 1_COMPLETE FILE_20020104

W A TF
? R Michael F. Easley, Governor
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p oss Jr.,
ecretary
lliam G.
North Carolina Department of Environment and Natural Resources
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CO Alan W. Klimek, P.E. Director
( Division of Water Quality
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February 24, 2003
DWQ# 02-1770
Union County
Mr. Dave Burnett
Facilities Planner
Union County Public Schools
201 Venus St.
Monroe, NC, 28112
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Burnett:
You have our approval, in accordance with the attached conditions, to place permanent fill in 70 linear feet of intermittent streams in
order to construct a road crossing and to construct five utility crossings of perennial streams at the Wafter Bickett Elementary School in
Union County, as described in your application received by the Division of Water Quality on November 4, 2002, and in additional
correspondence received January 13, 2003. After reviewing your application, we have determined that this fill is covered by General
Water Quality Certification Numbers 3375 and 3374, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This
Certification allows you to use Nationwide Permit Numbers 14 and 12 when issued by the U.S. Army 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, 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 maybe 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 complying7with all conditions. If total wetland
and/or stream fills for this project (now or in the future) including future phases of this subdivision exceed=e acre orr150 linear feet of
perennial streams, 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, as well as the additional conditions listedsbelow!
1. The culvert must be designed, constructed and placed to allow aquatic life passage;
2. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401 Certification
has been completed.
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, Mail Service Center 6714, Raleigh, N.C. 27699-6714. 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 Samar Bou-Ghazale in DWQ's Mooresville Regional Office at 704-663-1699 or Cyndi Karoly in the Central
Office in Raleigh 919-733-9721.
ra. P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Mooresville DWQ Regional Office
Central Files
File Copy
Eddie MacEldowney, 218 Gatewood Ave., Suite 102, High Point, NC, 27262 021770
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer ervice
1 800 623-7748
Re: Walter Bickett Elem Project# 021770
Subject: Re: Walter Bickett Elem Project# 021770
Date: Thu, 20 Feb 2003 11:30:02 -0500
From: Samar Bou-Ghazale <[e-mail]>
Organization: NC DENR - Mooresville Regional Office
To: Cyndi Karoly <[e-mail]>
Cyndi,
A stormwater management plan is not need for this project. I mentioned in
my e-mail that a stormwater plan is needed. I forgot to add the "not.
Sorry about that.
Cyndi Karoly wrote:
> Thanks Samar - I hope you and yours got through the ice storm with no
> scratches or bumps - unless it was a bumped behind from having fun while
> falling off an ice sled!
> Samar Bou-Ghazale wrote:
> > Cyndi,
> > I have already sent you my comments for the subject project. You have
> > requested that we provide additional comments for same. Since I
> > couldn't edit the previous staff report (since Rex approved it), I am
> > responding by e-mail. Please note that we agree with Mr. Eddie
> > MacEldowney's answer to Todd St. John. Also, please note that no
> > stormwater managemnet plan is needed for this project since the total
> > impervious area represent only 23.8$ of the total site.
> > Have a great day.
> > Samar Bou-Ghazale - [e-mail]
> > Environmental Engineer I
> > North Carolina Dept. of Environment & Natural Resources
> > Div. of Water Quality
> > 919 N. Main St.
> > Mooresville, NC 28115
> > Ph: [phone] Fax: [phone]
Samar Bou-Ghazale - [e-mail]
Environmental Engineer I
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
919 N. Main St.
Mooresville, NC 28115
Ph: [phone] Fax: [phone]
Samar Bou-Ghazale <[e-mail]>
Environmental Engineer I
NC DENR - Mooresville
Div. of Water Quality
1 of 2 2/20/03 12:53 PM
Walter Bickett Elem Project# 021770
Subject: Walter Bickett Elem Project# 021770
Date: Thu, 20 Feb 2003 08:49:40 -0500
From: Samar Bou-Ghazale <[e-mail]>
Organization: NC DENR - Mooresville Regional Office
To: [e-mail]
Cyndi,
I have already sent you my comments for the subject project. You have
requested that we provide additional comments for same. Since I
couldn't edit the previous staff report (since Rex approved it), I am
responding by e-mail. Please note that we agree with Mr. Eddie
MacEldowney's answer to Todd St. John. Also, please note that no
stormwater managemnet plan is needed for this project since the total
impervious area represent only 23.8% of the total site.
Have a great day.
Samar Bou-Ghazale - [e-mail]
Environmental Engineer I
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
919 N. Main St.
Mooresville, NC 28115
Ph: [phone] Fax: [phone]
Samar Bou-Ghazale <[e-mail]>
Environmental Engineer I
NC DENR - Mooresville
Div. of Water Quality
1 of 1 2/20/03 10:57 AM
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Samar Bou- azale
WO Supervisor: Rex Gleason
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Walter Bickett Elementary School: Street & Utility County UNION
Project Number 02 1770 County2
Recvd From APP Region Mooresville
Received Date 11/4/02 Recvd By Region
Project Type utility line
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
14 Stream P7 &N ?- 13-17-36-6 r C ? 30,714. ?- 240.00 F_ F-
12
r r
I -OY ON F_-r I -F_I -F__Ir-F__ ?-F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y OQ N Recommendation: 0 Issue 0 Issue/COnd 0 Deny
Provided by Region: Latitude (ddmmss) 345827 Longitude (ddmmss) 803457
Comments:
The applicant is proposing to impact 240 linear feet of perenial stream (70 linear feet for a road
tossing and 170 linear feet for utility crossings) to serve the newly constructed Walter Bickett
Elementary School. It is our understanding that utility crossings do not require ' 'gation.
Pending review and approval by the wetlands group recommended that NW12 and NW14
certifications be issued.
cc: Regional Office
Central Office Page Number 1

Triage Check List
Date: 0 3 Project Name:
To: ? ARO Mike Parker
? F Ken Averitte
MROr
? RRO Steve Mitchell
r^
From:
DWQ#: C>2 / ? -2
County: at'l "'n
? WaRO Tom Steffens
? WiRO Noelle Lutheran
? WSRO Cyndi Karoly (Central Office)
?J
Telephone : (919) 73 3
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: SGLW(u? - :LS d' w ?(?•f yQ?ft, GZ
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7
- DAVIS - MARTIN - POWELL & ASSOCIATES, INC.
m
January 6, 2003
Re: Union County Schools
Walter Bickett
Elementary School
Job No. E-3201 (BF)
Mr. Todd St. John
North Carolina Division of Water Quality [ [ Q W 9
401 Wetland Certification Unit
1650 Mail Service Center ' 3 W 1J
Raleigh, NC 27699-1650
Dear Mr. St. John:
Thank you for the letter dated 12/13/02 from Mr. John Dorrey and received in our office on January 3,
2003. We had a meeting on site with Sumar Bou-Ghazale on December 11, 2002. In this meeting we
reviewed the project and the stream impact areas. We are hopeful this meeting and the following
additional information will allow your office to complete your review of our permit.
Comment No. 1:
Section XI of the application was not completed and an overall site plan showing the school as well as
the impacts was not provided. This information is needed for this Office to determine whether or not a
stormwater management plan is required per General Certification No. 3375.
Response No. 1:
We have enclosed an overall site plan of the proposed school site. The impervious area calculations
are indicated on the site plan. We have also enclosed an overall map of the project area with each
respective stream impact area indicated.
Comment No. 2:
Also, the stream impacts from the road crossing are not clear. Insufficient detail was provided that
indicates the extend and nature of stream impacts from the road crossing. The General Certification
No. 3375 for Nationwide Permit No. 14 requires that aquatic life passage be provided through
culverts. Please provide detail to show that this will be achieved.
Response No. 2:
The culvert installed at Station 22+50 is located along an existing dam. Presently water through this
drainage feature passes through a riser and barrel structure. The new culvert will begin near the
upstream bottom drain and end at the elevation of the existing barrel, passage of aquatic life will now
ENGINEERING LAND PLANNING • SURVEYING
218 GATEWOOD AVENUE SUITE 102
HIGH POINT, NC 27262
PHONE [phone] FAX [phone]
Mr. T5dd St. John
North Carolina Division of Water Quality January 6, 2003 Page 2
be possible where is does not occur presently. The culvert at Station 28+70 is an intermittent
stream. The inverts of the pipe match closely to the existing channel section.
Comment No. 3:
Finally, please specify which, if any, of the conditions of General Certification No. 3374, for Nationwide
Permit No. 12, will not be met.
Response No. 3:
We have reviewed the conditions of water quality certification #3374 and added the following
additional notes to the construction plans.
1. No joints of proposed sewer pipeline shall be connected within the footprint of a stream
channel or within 2 feet of the stream bank.
2. The construction corridor is limited to 40 feet in width when crossing stream channels.
Although efforts were made to minimize stream crossings severe topographic features alongside the
drainage feature required the crossing of the channel. Each crossing was made as near
perpendicular as possible. Also, construction pipelines installed parallel to the stream channel are
no closer than 10 feet to the stream.
We are hopeful this information will allow your office to continue your review and approval of our
project. Should you have any questions or need additional information please do not hesitate to call.
Very truly yours,
DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
Eddie MacEldowney
EM/dd
G-'
C: Dave Burnett
File
W A r?9Q?
r
-i
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Certified Mail Return Receipt Requested
Dave Burnett
Union County Public Schools
201 Venus Street
Monroe, NC 28112
Dear Mr. Burnett:
December 13, 2002
Re: Walter Bickett Elementary School
Union County
DWQ # 021770
The Division of Water Quality has reviewed your submittal for a 401 Certification for the subject project. Your application
was not complete since the following information was not provided:
1) Section XI of the application was not completed and an overall site plan showing the school as well as the impacts
was not provided. This information is needed for this Office to determine whether or not a stormwater management
plan is required per General Certification No. 3375.
2) Also, the stream impacts from the road crossing are not clear. Insufficient detail was provided that indicates the extent
and nature of stream impacts from the road crossing. The General Certification No. 3375 for Nationwide Permit No.
14 requires that aquatic life passage be provided through culverts. Please provide detail to show that this will be
achieved.
3) Finally, please specify which, if any, of the conditions of General Certification No. 3374, for Nationwide Permit No. 12,
will not be met.
This information is needed by DWQ in order for us to decide whether this project is approvable.
Please contact Mr. Todd St. John at 919-733-1786 if you have any questions. Until this information is received, I will
place this project on hold due to incomplete information (15A NCAC 2H .0507(a)).
FnR. r
ney
y Cert ificatio Program
cc: Mooreville DWQ Regional Office
USACE Asheville Regional Office
Todd St. John
File
Central Files
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.ne.us/ncwetlands/
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Samar Bou- hg azale
WQ Supervisor: Rex Gleason
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Walter Bickett Elementary School: Street & Utility
Project Number 02 1770
Recvd From APP
Received Date 11/4/02 Recvd By Region
Project Type utility line
County UNION
County2
Region Mooresville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. BE
14 Stream O YO N F- 13-17-36-6 F_cT_- 30,714. F 240.00 ?-?
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 345827 Longitude (ddmmss) 803457
Comments:
The applicant is imposing to impact 240 linear feet of perenial stream (70 linear feet for a road
rrns_ ' and 170 linear feet for utility crossings) to serve the newly constructed Walter Bickett
Elementary School. It is our understanding that utility crossings do not require mitigation.
Pending review and approval by the wetlands Uroup. recommended that NW12 and NW14
certifications be issued.
cc: Regional Office
Central Office Page Number 1
021770
d?m DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
ENGINEERING • LAND PLANNING • SURVEYING
P218 Gatewood Avenue, Suite 102, High Point, NC 27262
- Phone: [phone] /Fax: [phone]/e-mail: [e-mail]
TRANSMITTAL LETTER
Date: October 31, 2002
To: Division of Water Quality Re: Walter Bickett Elementary School
401 Wetlands Unit Street and Utility Improvements
1650 Mail Service Center Job No. E-3201
Raleigh, NC 27699-1650
We are sending you (X) attached () under separate cover the following items:
? Shop Drawings ? Samples ? Copy of Letter
? Prints ? Specifications ? Other
? Plans ? Disk
# Copies Drawing # Description Disposition
7 Completed PCN Application For approval
c k ec k C'?/.5 a2?(v 4, ? v7S'

r4NOV 2002
arou'
Remarks:
c: File
I?,Je ? u-v nett'
PAYMENT
RECEIVED
By: L A'At'
J 7Gffey, EI r/ d__

Oitice Use Only: Form Version October 2001
USACE Action ID No. DWQ No. 2 1770
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 ? u
1. Check all of the approval(s) requested for this project: 4
® Section 404 Permit
F1 Section 10 Permit UP 1014
w m sE .
N 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NW 12, NW 14
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: ?
H. Applicant Information
1. Owner/Applicant Information
Name: DAVE BURNETT FACILITIES PLANNER
Mailing Address: UNION COUNTY PUBLIC SCHOOLS
201 VENUS STREET
MONROE, NC 28112
Telephone Number: 704-296-3160 ext. 700 Fax Number: 704-296-5973
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: NON APPLICABLE
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
I'
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Street and Utility Improvements for Walter Bickett Elementary School
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 09-321-02
4. Location
County: UNION Nearest Town: Monroe
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.)
From Monroe, take Highway 75/84 west towards Mineral Springs, Stay on Highway 75 after
Highway 84 split off to the right. Highway 75 is also known as Waxhaw Road, Proposed
road way intersects with Highway 75 approximately 750 feet east of intersection of New
Town Road and Highway 75. The proposed sewer line ends at Franklin Plaza located on
Highway 75
5. Site coordinates, if available (UTM or Lat/Long): 34'58'27"N 80034'57"W
(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:
Farmland
7. Property size (acres): 19.2 acres disturbed (total for all offsite utility improvements)
8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary Bearskin Creek
9. River Basin: Yadkin
(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 6 of 12
10. Describe the purpose of the proposed work To provide utility services to a new elementary
school. Impacts are limited to utility crossing (Impacts 1-5) and a roadway crossing, (Impact
6)
11. List the type of equipment to be used to construct the project:
BACKHOE, BULLDOZER, PAN, AND OTHER HEAVY EQUIPMENT
12. Describe the land use in the vicinity of this project: Rural single family, agricultural
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.
NOT APPLICABLE
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:
NOT APPLICABLE
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
Page 7 of 12
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 N/A N/A N/A N/A 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 httn://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: 0 Acres
Total area of wetland impact proposed: N/A
1. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
l 1 Excavation 30 UT Bearskin Creek 4 Perennial
1 Fill 30/ UT Bearskin Creek 4 Perennial
2 Excavation 35 UT Bearskin Creek 4 Perennial
2 Fill 35 ._! UT Bearskin Creek 4 Perennial
3 Excavation 35 UT Bearskin Creek 4 Perennial
3 Fill 35 UT Bearskin Creek 4 Perennial
4 Excavation 35 UT Bearskin Creek 4 Perennial
Fill 35 UT Bearskin Creek 4 Perennial
It 5 Excavation 35 UT Bearskin Creek 4 Perennial
5 Fill 35 UT Bearskin Creek 4 Perennial
6 Grading 70 UT Bearskin Creek 4 Intermittent
6 Fill 70 UT Bearskin Creek 4 Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated np-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 intemet 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: 240
Page 8 of 12
2. 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 ma
Type of Impact* Area of
Impact
acres Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A N/A N/A N/A N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
3. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
NOT APPLICABLE
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
NOT APPLICABLE
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.
NOT APPLICABLE
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 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htlp://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.
NOT APPLICABLE
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NC)VRP) 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/wro/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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
Page 10 of 12
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (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 V
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends out 3U teet perpendicular trom near bank of cnannel; Gone z extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
NOT APPLICABLE
Page 11 of 12
. v
c
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).
Anoz)/ /S ('Ll/,
G
O.1I-oZ
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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Find Trails Near: MONROE
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1,ttn•//tnnn7nna onm/man ncn97=17Rsn=?R7(14F2Rre=53R952Rr.c=75 10/31/2002
Target is UTM 17 538952E 3870462N - MONROE quad [Quad Info]
Click hereto download a custom topographic map_With _TopoFact
1-1
i

MANHOLE 14
PROPOSED SEWER MANHOLE
STA - 21+75.31
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MANHOLE 15
PROPOSED SEWER MANHOLE
STA - 23+52.71
TBM ELEK 566.95
TOP OF NAIL 1N 24" BEECH
® 115' SOL17H OF MANHOLE 15
/1 qv
/ TEMPORARY SEDIMENT BASIN #3
/. 10' Wx60'Lx3 D
WEIR LENGTH 4'
?-EXISTING SEDIMENT STORAGE CUP REQUIRED 1584 CF
INV. 578.04 SEDIMENT STORAGE PROVIDED 1800 CF

\ T
EXISTING
60" CUP ??y TCE
INV 577.79 \
(S
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I SECREST DRUG
COMPANY
D.B. 110 PG. 357
TAX ID No.
9-321-04
ZONED R-20
RESIDENTIAL
(VACANT)
oz
TEMPORARY SEDIMENT BASIN #5
10' W x 25' L x 3' D
WEIR LENGTH 4'
?-- DRAINAGE AREA 0.40 AC
SEDIMENT STORAGE REQUIRED 720 CF
SEDIMENT STORAGE PROVIDED 750 CF
SEE ?.
'£4N/TARY SE A S ??
-?_
Ace
TCE
STA. 40* 11.05
PA WT£RS£C7JON
SECREST DRUG
COMPANY
D.B. 110 PG. 357
TAX ID No.
9-321-04
ZONED R-20
RESIDENTIAL
(VACANT)
NOTE;
1. ALL SANITARY SEWER CONSTRUCTION
SHALL CONFORM TO THE CITY OF MONROE
STANDARDS
2, MANHOLES OUTSIDE OF ROADWAY RIGHT OF WAYS
SHALL BE 2 FEET ABOVE GRADE. SEE DETAIL FOR
CROSS COUNTRY MANHOLE ON SHEET 25
*Mwvoj
tem
TEMPORARY SEDIMENT BASIN #6
4' W x 8' L x 3' D
WEIR LENGTH 4'
DRAINAGE AREA 0.02 AC
SEDIMENT STORAGE REQUIRED 36 CF
SEDIMENT STORAGE PROVIDED 96 CF
C?-
TCE
TEMPORARY STREAM
CROSSINGS
MANHAL
""--" PROPOSED S£N
STA-4:
" TC€
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T
?-- cE am"?y
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3. ALL DUCTILE IRON PIPE TO BE USED FOR SANITARY
SEWER SHALL BE RATED FOR SEWER USE.
A
lIMENT BASIN #6
i D
0.02 AC
1GE REQUIRED 36 CF
1GE PROVIDED 96 CF
MANHOLE ,ffI
PROPOSED SENER MANHOLE
STA - 42+78.52
?T
TC
w
So\ s?,'?tss??
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ACE o
ACE
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TEMPORARY SEDIMENT BASIN #7
5' Wx20'Lx3'D
- WEIR LENGTH 4' TCE
DRAINAGE AREA 0.13 AC
SEDIMENT STSEDIMENTSTORORAAGGE REQUIDEDRED 3023t.CF
E PROV?f /
TcE ? o
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Y?? ? 215212/?? lo?
2
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WEIR LENGTH 4'
DRAINAGE AREA 0.:
SEDIMENT STORAGE I
SEDIMENT STORAGE
TEMPORARY STREAM
MANHOLE /f2
PROPOSED SENOR MANHOLE
STA = 44122.08
/ d, yo'
SE"R PLAN LEGEND:
TCE TEMPORARY CONSTRUCTION EASEMENT
- - PERMENENT EASEMENT
-S-S- SEWER CENTERLINE
STREAM
TEB TEMPORARY EARTH BERM WITH ROCK CHECK
TEMPORARY SEDIMENT BASIN
)4,; 1 it = y o'
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TEMPORARY SEDIMIRT-WIN #9 /
5'Wx25'Lx3'D \?•''
WEIR LENGTH 4'
DRAINAGE AREA 0.18 AC
SEDIMENT STORAGE REQUIRED 324 CF
SEDIMENT STORAGE PROVIDED 375 CF
;ONSTRUCTION
IE CITY OF MONROE
ROADWAY RIGHT OF WAYS
VE GRADE. SEE DETAIL FOR
TOLE ON SHEET 25
TO BE USED FOR SANITARY
b FOR SEWER USE.
yb
TEMPORARY STREAM
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PLAT CAB. H PAGE 119 do 120
INV. 623.32
CA STA. 33+50,00
PROP. 64 LF 24" RCP
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TEMPORARY SEDIMENT BASIN #14
15' W x 35'L x 3'D
WEIR LENGHT 4'
DRAINAGE AREA 0.85 AC
SEDIMENT STORAGE REQUIRED 1530 CF
SEDIMENT STORAGE PROVIDED 1575 CF DISTURBED AREA
TEB.
- 161 x 1 VW x 18"D
CLASS 1 RIP-RAP
AFTER CONSTRUCTION IS COMPLETE
REMOVE SEDIMENT TRAP AND
INSTALL RIP-RAP ENERGY DISSIPATOR
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DATE COMMENTS
Ira N ~ ~ - N O ~1
~ ~ ~ p p T ELEMENTARY SCHOOL 7,31.02 1, REVISED STRIPING IN SQ = ~ m ~ A AND WATER BICKET D A - IN ELEMENTARY SCHOOL domD~oz MARY STRIPING IN BUS LOT 8 ~ ~ D ~ ~ ~ m
p~n~~m~ W Z~ r c~ cn o y n
-~Zm m~v N m ~ v ~ p ; A ~ < ~7 r- rnooo-+r°n
` 0) W ~ m~ ~ Z (T1 z J' ~n ~ Q ~ D J c0 Z N~ -1 cr ~ ~ DAMS-MARTIN-POWELL & ASSOC,, INC ~ ~ ~ co 0 0 o z ~
D ~ c ~ r ~ ~ o ~ ENGINEERING-LAND PLANNING-SURVEYING
m - >U ~ ~ ?t,~iONOmUI (A , ~ 218 GATEWOOD AVE., SUITE 102 Rl Z ~ ~ ~ n ~'~,F( HIGH POINT, NORTH CAROLINA 272fi2 .n p ; o ~ W -
N ~~~r~ d/°°~ PHONE [phone] ~ ~ N h ~
rll FAX [phone]
N iiiiiii

I
~~O ®y18p8966@yg ~~C ~~~~F
~ q ~ p+, ~ A ~
15 A ~ (L> ~ ~ R a ~ LiJ
1. UTILITY CONPANI69 MLtST BC NOTIflCD A NININUN OF 48 HOURS IN ADVANCE Of CONSTRUCTION. ' O ~ 1 C7 c.~ !.r ~
AlL UTILITY LOCATION MERE OBTAINED BY SURVEYED DISTANCES PO MARKS PLACED BY 7HC RCSPONSIBIE UTIWTY COMPANY. THESE NARK9 ARB 9HOMN ON THE PLANS STRICTLY POR THE ~ ~ _
CONTRACTOR'S CONVENICNCS AND NO RCBPONBiB1UTY N! ASBUNED FOR THEIR CONPLSTEHBBB OR mgt ® ~
ACCURACY, CONTRACTOR SHALL VERIFY AIL LOCATIONS PRIOR TO ANY CONSTRUCTION, DBP1H3 Q ®F®¢g ~N g~~i _ Q, !f~" {.,,,,rte ~~3
9HONN ARC APPROIDNATE S~ -c~ q, ~..ia'c~e6i16 0~li.
6, CALL ONE-CALL 1-800-856-4940 Q~ Q
80UTHBRN BEW 704-387-9685
UNION ELECTRIC 704-689-3346 l/ICINITY MAP
3. IF MATER WNE CROSSES OVER SANITARY SERER UNE MITH LE88 THAN IB" OF VERTICAL CLEARANCG N, T, S U z
BOTH PIPES SNAIL HB DUCTILE IRON 10' BACN SIDE. ]F MATER CROSSES UNDER 3EMBR. REOAROL)5S Of OF CLGRANCG BOTH PIPER PILL BE DUCTILE IRON 10' EACH SID& IF MATER UNB RUNS PARALLEL _z
TO SBRER UNE MITH LEES THAN lB" VERTN;AL CLEARANCE AND L688 THAN 10' SIDE CLEARANCE
HDTH PIPES SHALL HB DDGTILE IRON. P A R T B -ROADWAY IMPROVEMENT S N cn g
4, IF REQUTABD BY NUMBER S ABOVE, REPLACE EKUITINC SERER MITH DUCTIUS IRON PIPE, 560 CLASS HIGHWAY 7 5 SEE PLAN SHEET 6 W ~ N
IIORKINC PR&83URC MIiTI OASKBTSD JOINTS, 10' EACH SIDE OF RATER MAIN. N E-- ~ n ii
6, NO CONSTRUCTION lpUIPMCNT OR MATERIALS 8HAIL BC LBFT MITHIN ANY STREET R/M OVERNIGHT Q _ 1./ ~ ~
8. CON37RUCTNIN SHALL BC COMPLETED IN ACCOADANCE MTTN THB HATER REHOURCES DEPARTMENT - ~ Z ~ v
SERER SPEC1flCATI0N8 POR 9BMER UNC CONSTRUCTION AS APPROVED BY N.C. DEPARTMENT OF U - ~ zz
Of CNVIRONNENT, HEALTH AND NATURAL AHSOURCL4. SERER UNC CONSTRUCTION SHAM AL30 o U
CONFORM TO THB SPECIAL PROVISIONS FOR SBMER MAIN CONSTRUCTION DATED NOVENBPJI 1997 AND SUPPLEMENTING THE 8?ANDARD SPLCIFICATKINB FOR THRi PROJECT. --,.""'--y Q
N ~ 0
7, 1F ANY DISCRCPANCIE3 AR8 POUND BETMBBN TH8 PLANS, SPECIPICATN)NS, OR SPECIAL PRDVPSN)NS, THB MORE STRICTER SHALL GOVERN UNLESS AN AUARANCE LR NADL BY THE MATER R&90URCCS Y 7~,5~-•-~ Q 0 NI~WAY 75 Z
ENGINEER NI~W/ i W ~
UC N TO THC PROPOBBD ALIGNMENT Of THC SYSTEM t ' 8. AIL FIELD REY19N)NS (DURING CONSTR TK1 ) 1 ^
NEWT ~j j - Tjl ~I IMPROVEMENTS SNAIL BC COORDINATED MITH THC CITY OF NONROC MATER RP80URCC3 ENGINEER ,,.---""'""""-•-.`,0~'1 ROgp V
8. NAKINUN ]NFILTRATN)N RATE FOR SCMER CONSTRUCTION IS 60 GAUANS PER DAY, PER DICH OF PIPE J~.~---""!~"`---.._,_ 1~R0~ _ _ Q f V
.r as - DIAMETER PBR NILE OF PIPE, ~ p1~ W ~ ap = w
f0. PVC BEMBR BNAlL BE BEDDED 70 THC TOP OP PIPE MttH 167 MASHED STONE AS PCR PIPE BEDDING DETAIL ^~OPR~ ~ W Z N
if. TESMNC OP THE 3EMCR MAIN SNAIL BE COMPLETED IN ACCORDANCE RITH THC PROJECT SPECIAL pR0V1810NS . ~.i ~ f. Z 0 o-
POR SANITARY SCMER MAIN CONS?RUC?!ON DATED NOVEMBER 1997. c~ ~ z
16. NOTIFY NR PHIWP NOXLCY. D1S7TUC? CNCINB&L OR N18 ASSRTTAN?, NR STEVE BARBPE. AT (704) .W
289-1397 AT LEAST 64 HOURS PRNR TO BCCINNINC CONSTRUCTION MITHIN THE NCDOT R/M r I z
NR. MOKIEY IS TD BC NOTIflED IN 'AR[TIXC BY iNE MATER/SCMER DEPARTMENT UPON l
COMPLETION SO AN INSPECTmN CAN HE MADE
13. AlL ROADMAY REPAIR MORN MI7HIN THE SPATE AND CITY RICNT-OF-RAYS SHALL CONFORM TO N. C.
DBPARTN@R OF TRANSPOR?AiJON STANDARD SPBCIPICATIONS POR ROAD8 AND STRUCTURES MANUAL CONPACTK)N SHAW BE IN ACCORDANCE MI'TH AASHTO TSB A9 NODIflED BY HC, DOT. Q
]4, TOR MORK MITHIN PAVEMBM AREAS, TRENCH EXCAVATION 9HA1L NOT BKCECD THC LENGTH Of MAIN
INSTAUATION THAT CAN BE PROPERLY BACK FILLED AMD COMPAC?BD MITHIN THE MORK PBR100
PAVEMENT REPAIR SHALL BE REQUIRED TO BE COMPLETED RITHIN A R4-HOUR PERIOD OR THB SAME ~ }
DAY IP RAIN 19 HINlN$NT.
16. PROPER TEMPORARY AND PERMANPS!'T MEASURES SHALL BE USED TO CONTROL PAtOSK1N AND SEDIMENT Q
IN ACCORDANCE MITH AIL LOCA4 STATE AND FEDERAL REGULATN)NS AND TNB ERDSN)N CONTROL PERMIT PART A - MLK BOULEVARD ROAD1 ' R ADWAY ,D 0 D
I8. AIL ROADMAY SIGNS RHiCN ARE REMOVED TO FACILITATE INSTALLATNON RILL BC REINSTALLED
INNEDIA'TCLY, CONSTRUCTION -SEE PI__AN SHEE ~N SHEETS 2-5
17. NO TRENCHES OR BORE PTIS RILL HC IEPT OPEN OVgINIGHT. ~ a z Z
FUTURE SUBDIVISION I8. CONPLEIE RESTORATION, INCUUDING FERTIIJEATN)N, SEEDING AND MULCHING OF ALL AREAS DI3IURBED BY OTHERS
DURING CON9IRUCTNfN MILL FOLJAM RTTNIN A MAXIMUM OF flV6 MORKING DAYS OF DNTIAL
DIBTURBINC ACTIVITY AIL RORK AREAS SHALL BB LEFT CLEAN AND PRBC OF DEBRIS AT THE CND OF
EACH MORKDAY ~ o ~
19, EROSION CONTROL MEASURER MILL BB INSTALLED flRST BEFORE MORK BHG]N8 AND SHA1J.
REMAIN IN PLACE UNT]L 317'8 M! 31'ABIWCBD. Q
60, CITY OF NONROE RATER R$SOURCE3 Dl~ARTMENT SHAD. NAME ALL LIVE TAPE ON ACTIVE MATER MAINS. STREAM CROSSING ~Nc _ ~ a ~ PART D (,ONSTRUCTION OF 6,50U~ L.F.
CONTRACTOR SNAIL SUPPLY TAPPING SLEEVE AND TAPPING VALVE, EIK:AVATION OF TRENCH, ADEQUATE ;TA, 42+11.10
flWNC AND CONPAC710N OF TRENCH, CONTRACTOR 9HAlL YAKS APPWCATNIN FOR TRAPP'IC CONTROL AND HACK A UYE TAP AT THC CITY OF MONRDC CUSTONCR SERVICE DEPAR771EIIT, CURRENT FEES SHALL BE ACCfS3ED. SANITARY SEWER IMPROVEMENTS ~
CONTAACIOR SHALL AUAM A NININUN TY HOURS BEFORE THB 710RK ORDER FOR 1HE LIVE TAP 19 PROCE38ED ~ SEE PLAN SHEETS 17 ~22 a
F
21. CITY OF NONROC MATER R880URCC8 DEPARTMENT SNAIL MAKE AU. LIVE TAPS ON ACTTVB SEMCR MAINS STREAM CROSSING UNLESS CONTRACTOR B3 ON CITY APPROVED UST TO Do 7'Hl9 MoRx STA. 44+5356
26. THE DEVEIAPER/CONTRACTOR SHAU. BB RESPONSIBLE FOR ALL COSTS ASSOCIATED MITH AN ADJUSTMENT OR NODIFICA'fION OF EKl3TINC CTPY INFRASTRUCTURE THAT MA9 A RBSUL? TNB CONSTItUCTKfN OF THE
PROPOSED MATER AND SEMER MAINS OR OTHER IMPROVEMENTS IN THC AREA STREAM CROSSING STREAM CROSSING STA. 41+51.14
STA, 51+23.76
23. CONTRACTORS SHAW. INSTAU. M0'H PVC AND DIP MATER MAIN, A PLASTIC COATED 1 IB GAUCG STRANDED
COPPER TRACING MIRE. IRES SHALL HE DUCTED TAPED TO THC PIPE DURING 1N8TALWTgN. INSTALLATION Of MIRES SNAIL BB CONTINUOUS MITFI TNC MATER MAIN, INCLUDING FIRE HYDRANT LEC3 AND IN7F;RSECTNINS~ ~
3PWT BOLTS SHAW, HE REQUIRED TD ATTACH R1RE AT THESE INTERSECTION8 AND LEC9, ~
I" O
~ ~ I N C H
. ~ ART C-2 (,ONSTRUCTION OF 3,000_ ~.F. 12
WALTER RICKETY ELEMENTARY ~ -r PROP. SUBDIVISION P 0 MAiN FROM THE WATER
- I, I N SCHOOL. UNDER ,ONSTRUC,T 0 H WA TE R MAIN EXISTING 12 INC
~
BY OTHERS O
opr T~ O
M1 G
~ ~ ~ ~r
J 1 U
FUTURE SUBDIVISION i (n
BY OTH RS R;
r7 0
,i ~ z ~
~ w - Q
i Ord 1 ~ ~n o ~ a. F-- W ~
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- GENERAL N~TES~ I 1\ d f p 7 ~ ZZp
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° 1. ALL EXISTING UNDERGROUND UTILITY LOCATIONS WERE TAKEN FROM N I ~ W z t- ~ Z ,
AVAII.ABI.E RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR TO W O
° VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING W U ~ ~
° CONSTRUCTION, ANY UTILITIES DAMAGED DURING CONSTRUCTION HA BE REPAIRED IMMEDIATELY WITH NO ADDITIONAL COST TO THE OWNER, _ ~
w CONTRACTOR TO NOTIFY N,C, ONE-CALL CENTER AT 1-800-632-4949 m
o ? PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY ENGINEER
IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY UNDERGROUND _ ~ - W RT C- 1 CONSTRUCTION OF 3,800 L,~, H l_. F . OF 12 N C I~
W N, PA x OBSTACLE REQUIRING A DEVIATION FROM THE PLA S _ ~
TION SHALL CONFORM TO THE LATEST VERSION OF THE CITY INE MAIN FROM WALTER RICKETY E~EMEh 2. ALL UTILITY CONSTRUE WATER I T ELEMCNTARY
OF MONROE STANDARD SPECIFICATIONS AND DETAIL MANUAL. ALL WATER AND SEW ° ICE TO BOUNDARY OF PROPOSED SUBC a R APPOINTED REPRESENTATIVE, SCH ° MAIN EXTENSIONS SHALL BE INSPECTED BY THE CITY OF MON OE 5 DIVISION ED SUB __J
GRAPHIC SCALE
~ 3. CONTRACTOR SHALL AVOID DAMAGE TO THE EXISTING ASPHALT, m ASPHALT WHICH IS DAMAGED DURING CONSTRUCTION SHALL BE .goo X50 0 30o soo
" REPAIRED AT NO ADDITIONAL COST TO OWNER, N
i 4, AL.L UFFSITE SOIL BORROW AND WASTE AREA SHALL CONFORM 7 " = 300 FEET
TO THE NORTH CAROLINA EROSION CONTROL RULES AND
~ REGULATIONS. S'~IEET N0.
N ~ rnAi~~nrTnp coal I rnnRniNnTF AI ~ l1Tll ITV RELOCATIONS WITH
i THE RESPECTIVE UTILITY COMPANIES. COST TO RELOCATE UTILITIES
W SHALL BE PAID BY UNION COUNTY SCHOOLS. 6. PAVEMENT MARKINGS FOR THE BUS ACCESS ROAD SHALL INCLUDE 1
A WHITE EDGE LINE AND DOUBLE YELLOW CENTER LINE INSTALLED IN
g ACCORDANCE WITH NCDOT DETAIL 1205.01. ALL PAVEMENT MARKLINES a
z SHALL BE THERMOPLASTIC.
z 7. ALL WORK MUST STAY WITHIN DESIGNATED CONSTRUCTION LIMITS. OF26
a
0