HomeMy WebLinkAbout20020998 Ver 1_Complete File_20020621
F W ATF Michael F. Easley, Governor
RQG
O?O William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
f? Alan W. Klimek, P.E. Director
] Division of Water Quality
O -c
July 1, 2002
Anson County
DWQ Project No. 020998
SR 1228 (White Store-Pageland Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Benton G. Payne, P.E., Division Engineer
NCDOT Division 10
716 West Main Street
Albemarle, North Carolina 28001
Dear Mr. Payne:
You have our approval, in accordance with the attached conditions and those listed below, to incur 60
linear feet of permanent impacts to two unnamed tributaries of Brown Creek in order to replace two pipes
on SR 1228 (White Store-Pageland Road) in Anson County. The project should be constructed in
accordance with your application dated June 18, 2002 (received June 21, 2002). After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification No. 3375
corresponding to the U.S. Army Corps of Engineers General (Regional) Permit Number 198200031. In
addition, you should acquire any other federal, state or local permits before you proceed with your project
including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations. This approval will expire with the accompanying §404 permit unless otherwise
specified in the Water Quality Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us in writing, and you may be required to
send us a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, or if stream impacts exceed 150 linear
feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For
this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Brown Creek and its tributaries are on the §303(d) list of Impaired Waters. NCDOT shall use Best
Management Practices for the Protection of Surface Waters (NCDOT March 1997) and
Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 4B .0024).
These measures must be implemented prior to any ground-disturbing activities to minimize impacts to
downstream aquatic resources. Temporary or permanent herbaceous vegetation shall be planted on
all bare soil within 15 days of ground-disturbing activities to provide long term erosion control.
2. Storm water shall be directed to buffer areas or retention basins and not routed directly to streams
where practicable.
3. Riparian vegetation must be reestablished within the construction limits of the project by the end of
the growing season following completion of construction.
4. Upon completion of the project, the NCDOT shall complete and return the enclosed
"Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification has been completed. The responsible party shall complete the attached form
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiandst
and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon
completion of the project.
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 that 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.
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 Ms. Cynthia Van Der Wiele at 919.733.5715 or Mr. Ken
Averitte of the Fayetteville Regional Office at 910.486.1541.
Attachment
Pc: Wilmington District Corps of Engineers
Steve Lund, USAGE Asheville Field Office
NCDWQ Fayetteville Regional Office
Central Files
File Copy
Sincerely,
0-2o998 ?.a..?• ?,,...i x002
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION ?,,,..
MICHAEL F. EASLEY DIVISION OF HIGHWAYS W. LYNDO TIPPETT
GOVERNOR SECRETARY
June 18, 2002
U. S. Army Corps of Engineers r'? qr A.
Asheville Regulatory Office
Attn: Mr. Steve Lund, MS, PWS FILE COPY
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Subject: Anson County, Proposed Replacement of Two Cross Pipes on SR 1228 (White
Store-Pageland Road). State Work Order No. 5.6552 (DWQ Minor Permit Fee
$200.00)
Dear Mr. Lund:
The North Carolina Department of Transportation (NCDOT) proposes to replace two existing
cross pipes on SR 1228 (White Store-Pageland Road) in Anson County. The purpose of this
letter is to request authorization from the U. S. Army Corps of Engineers to construct the project
under a Section 404 General Permit No. 198200031.
The existing pipe dimensions are (1) 60" x 40' CUT and (1) 72" x 40' CNIP, which will be
replaced by (1) 95" x 67" x 60' CSP and (1) 72" x 60' CN1P, respectively. Traffic will be
maintained using an off-site detour.
The project area has been reviewed for the presence of listed threatened and endangered species
and described in a Nlinimum Criteria Checklist. It has been determined that the construction of
this project will have no effect on any listed plant or animal species. There are no wetlands
present, although impacts to surface waters will occur. There will be 60 linear feet of permanent
stream channel loss and approximately 160 linear feet of temporary impacts (dewatering)
associated with this pipe replacement. This is an intermittent stream channel that flows into
-a
Brown Creek, Yadkin River Basin, Hydrologic Unit 03040104. A Permit drawing and pre-
l
construction notification form are attached to this letter. r,
7
The NCDOT anticipates that the permit application will be authorized under a Section 404 _i
General Permit No. 198200031. We are also hereby requesting a 401 Water Quality
Certification, GC 3375, from the Division of Water Quality. We are providing seven copies of
this application to the North Carolina Department of Environment and Natural Resources,
Division of Water Quality, for their review.
S
716 West Main Street, Albemarle, NC 28001 9 (704) 982-0101 9 Fax (704) 982-3146
Thank you for your assistance with this project. If you have any questions or need any additional
information concerning this notification, please contact Mr. Larry Thompson, Division
Environmental Officer, at (704) 982-0101.
Sincerely,
Benton G. Payne, P. E.
Division Engineer
LBTBGP
Enclosures
cc: Mr. John Dorney, NCDWQ
Ms. Marella Buncick, USFWS
Mr. David Cox, NCWRC
Mr. Garland Haywood, Bridge Maintenance
Mr. Larry Thompson, Div. 10 DEO
Area Field Operations Unit
Office Use Only: Form Version April 2001
020998
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.
L Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: General Permit 198200031
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: N. C. Department of Transportation
Mailing Address: 10th Highway Division
716 West Main Street
Albemarle NC 28001
Telephone Number: (704) 982-0101
E-mail Address:
Fax Number: (704) 982-3146
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: Benton G. Payne, P. E.
Company Affiliation: Division Engineer
Mailing Address: N. C. Department of Transportation
716 West Main Street
Albemarle. NC 28001
Telephone Number: (704) 982-0101 Fax Number: (704) 982-3146
E-mail Address: bpane@dot.state.nc.us
Page 1 of 9
M. 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: SR 1228 'te Store-Pageland Road)
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): NIA
4. Location
County: Anson County Nearest Town: Peachland
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Peachland, travel east on
US 74, turn right onto SR 1240 (Mineral Springs Road) and right onto White Store-Pa eg, land
Road. The project area will be the first jurisdictional crossings on White Store-Pageland
Road and is just north of the intersection of SR 1228 and SR 1224 (Austin Road).
5. Site coordinates, if available (UTM or Lat/Long): See Attached
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Rural/Agricultural
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): Brown Creek
9. River Basin: Yadkin (Hydrologic Unit 03040104)
Page 2 of 9
(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: Replacing two metal culverts that are
damaged due to rust Replacing one 60" x 40' pipe with a 95" x 67" x 60' CSP and replacing
a second 72" x 40' pipe with a new 72" x 60' CMP.
11. List the type of equipment to be used to construct the project: Heavy construction equipment
(back hoe dump truck boom truck etc.).
12. Describe the land use in the vicinity of this project: Forested on both sides of road.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: 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
Page 3 of 9
i
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
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
ear 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:/,v-,vw.ft-ma.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:
Total area of wetland impact proposed:
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)
S1 (1) (1) 95" x 67" x 60' CSP 20' UT to Brown Creek Approx. 8' Perennial
S1(2) Inlet Stabilization 5' UT to Brown Creek Approx. 8' Perennial
S1(3) Outlet Stabilization 5' UT to Brown Creek Approx. 8' Perennial
S2 (1) (1) 72" x 60' CMP 20' UT to Brown Creek Approx. 6' Perennial
S2(2) Inlet Stabilization 5' UT to Brown Creek Approx. 6' Perennial
S2(3) Outlet Stabilization 5' UT to Brown Creek Approx. 6' Perennial
" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included
Page 4 of 9
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., ww%v.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 60 feet permanent, 40
feet temporary
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, ean, etc.
' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, L-ccavation, 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 ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
All wetlands or surface waters not affected by the project will be protected from unnecessary
Encroachment No staging of construction equipment will be allowed in or near wetlands or
waters of the U S Strict enforcement of sedimentation and erosion control Best Manan eg ment
Practices for the protection of wetlands and surface waters will be enforced during all phases of
Page 5 of 9
project construction
Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state. ric.us/ngwetlands/strmizide. 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. .
No mitigation is proposed for this protect.
Page 6 of 9
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/wrpAndex.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):
VIII. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at (919) 733-5083 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 ?
IX. 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.
Page 7 of 9
i
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 ? 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* mpea t Multiplier Mi Required
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
X.
XI.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
N/A
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.
All auurouriate Best Management Practices for sediment and erosion control will be
implemented during pipe replacement activities. There will be no net increase in storm water
runoff as a result of this project being constructed.
Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XII. Violations (DWQ Only)
Page 8 of 9
i
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes E] No
Is this an after-the-fact permit application?
Yes ? No
XIM 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).
61
Agent's
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
t n
ill .1002 o 1418 1610 _?.,)'O
• • I p
PouM4in H
1043 -? 1450 ?•
..? .4 ) P 11441 Rlkwa •.
b\' 1638
1002 :'y': 1 1002: 1444
t
I• ry
/ 1002/' 1 1
9
' 1638 `. \
h
1637
. • I
? •\ .
14a9
1002
?
•'
' ,?•, /,? ? 1634 \
W
1438 •4 _. ?-
b /
3.2 q i
1
i
? ?d'
/
n
tn
8'
`?-
0 ?
143
• ?l W
-
`
?
1046
443
idfi3
I ?
v `1433
e
' Mt. Vernon
j Ch. . @ L C 1
1418
1".?•.)
_
?
r
7
_
\
-
1441 1442
1443 /--?
' -
1610 \:J rt?lA,'1
'
?
.2
1 045 b 1438 / \ I J
J ) r
'-
:
. • 7
Z 1
•,.+ 1435
1415 .
)
pl1j • • )
1537 •
'
1403 `' ) g
L '
v • 1435
Ia18
(
143 7
'? '
' O
1470,
1 5 J r
,
'•3'' loll _. .?,\ \
? 1
\ 1
? .?
b
r J /
N
1409 1410 0 n 1438 v
^
9
\ ^- to \-' 7 .? 1640
1431
d.
J
0
`
/ %0 ^ .412 1431
(
J1415
b
1
-
' P 6 1413 r O 1436,/ h 2 ,, Cr 1641 \
O 1621 /2 a?
,
1413 ` t I Cdr/ \ 1661
1630
Deep
I
1411 ry
1424
•^ )
1652• T
15
SD CFnOS ?. . ?.. /.-/? O
1656
\ 1407 1414
-\/--
V 1409\
.. ,? % ?
\ / 18 --- ----- -, \
?' C,,• b
1428
.? a.
\ .p?Y
- 01641
..
s 406 1
, ^)?
1
)
S
0f0+M 642 .'S
•/
1401
--
Hor.0',y 4 1411-
•' ?P'?S• IS
I
1. l -
•
1
. O Ch. POIKTON 1 \ ) 1420 t
m 1
•
I . 1
1404 IOP. 619
a \ $1 ('-??
?
Sz
E3
I CSX
•
1
'
.
1420
.?
401_
I B
11/ \. /
( 1465 1 r
1400
1 \ 3
(
1 .9 ,
' 1.9 I
_To ..DHSOe ]a l 6 . 1
1.0 ) a .1 1249
.4 C• )
•
PEACHLAND
MP. 487 1250 1 121
1 _ ,
9 6`
' /
23
7 + )
1 J
I 2 6
7a
, .
125
' 12a0 1251
I L 1236 .6 1247
'? -
? r I
' •- 'l._. ?•,\
..t
1238' )
? m
' . 2
1246 gj
1
?•\ \ 1\
1240
I /
\ 248
n 1236 1238 ^ 232 ` ^r2
1270 I
'
1
\
1237\! 1206
Pl
. _
' ^• /') ,`-.<?, /
I 1415 (,Instal
1 ,
Miner \ 1121 ps WADESBORO
1235
?\ s
Sprihg
.1 POP. 3b17
._. / Ch.
1 6 1236•/'. .
1 \
'
-
l
r HIII )
u P
\
6
4
•
1232 / oD
o
_.
Ch .. .. I /
.
?• \
1236
I 1246 ?
I
1250
Z .
I 6 1245
\ 1240 ( 244! 1121 \ \ - /
1233 f \ •.\
/ 2.1?
1210
\
0 - P ,1 .. • . 211 ,9
114
1
1232
1.3?. 1252 -._
/-' 1236 / \
' 1718
?•
?( \ .9
? ,. \ \
11
' 9
1162
/.
12x2
\ 1242
2.9 1228
• ` 12
` ;:'!? PleosOht)
+
3155' ,'
1
1 1 /
`
_ ; }
•'^"-
•.
.? 1
•
1121
1 HIII Ch.
" - c
422
\ /
\
1.
y• ? Izao l
12
2
/ ,
\ Comden T1av? _
Ch. ° ???yn 1
1003 1252 4 _
.._-
I
1213 3.3 0 ? 1120 -
0.
1228 t
//•
J \
\ 1119) I \
1003\ 3 \
?
( 1121
.
I 003 ; 1224
1214./m 3
1 4
1231 Whir. Store ', ,`' /
V P ' - P\ ?\ 1160 ) I Ip
1
•
12
41 2'
12
5• -,
•O
.
I
a.X• 1
0 \ 1003
. \ Unlon /
t16-i
r Ch.
\
W \
1216
123
r
n•
--?• 5
' ? b 1118
1
1, 1230 1228 / 1003 ?
/• I '.? n;
/
O •\ I .
1003
\?. r? J 1119
^
/
c? I 1
1225 / 1219
6` ? 's _
_
12$0
0 `N 1117 1118 r
Mt. Ollve L, 1120
1116
1120
1122 V
Ch.
1223 > 1253 ` ` 6 % 1217
1 X100 \. 1112 Sh- 1.2
:
••
_ 41 \ 9
2• _'' ,
?y-
?,
0
11 1120.
O / ,a \ 1
? 1113 N
I 1.6 .2 1 D-P-C,.k 0
\ .
11225 . 1254 1
1 \ I ..
6 s?1A_ ?_.
- r \ '. ,
I 226 \ 224 \
_ • 1217 •Lf
- In 1003
1 b 612
1 IV
a 003 Cason
OW Fi4M
\
I n N 1225 1113 6)
0.2
3150• 1220 9
taro - / d` niz •;?,
1221 1219
C .'
C e
1113 \
\.P 3\ 1224 ?
I - .' ?
s
\-'-- ?h:O
1111 C
6
r 1
106
i 12p ^l \ 1 I C/e1X
.4
.-llerq Pi V .5! .
\ '1 ' 3
\ 1 1217 1220
21723 J 3 V?
-..
\ 405
N.C,
..
'1227 ' 1222 .
\
1443
`
\
.. __
1
?
,110
109
-1107
S.C. n
.. _.._.. .._.. .._.
._..
.. -
_.
_:._.._.. ..
_.._.._. ®._
a a
- C M I S T E E F I E L D C 0 1,
S O U T H
t? 1 9 1
Microsoft TetraServer Print Page httpJ/terraserver.homeadvisor.msrLeom/priritimage.asp?S=12&T=2&X=711&Y=4828&Z=17&W=1
Microsoft Terra Server Display _Image USGS Topo Map
65 km SE of Charlotte, North Carolina, United States of jui 1993
t.
1 of 2 5/28/2002 2:35 PM
0' '.5Km 0' 1.25Mi
Microsoft TerraServer Image Information Page
MSN Home Hotmail
msn?" -
HomeAdvisor
http://terraserver.homeadvisor.msn.com/i...lotte%2C+North+Carolina%2C+United+States
Web Search Shopointa Money People & Chat Contrit
AdClient-dot-GetAd call to ("PG=hmabts?SC=LG") goes here
USGS Digitized Topographic Maps
.,?:a':racSaugNgsV6ik'
The image you are viewing is 400 pixels wide by 200 pixels high. Each pixel represents 4 by 4 meters of earth.
image was extracted from a digitized USGS topographic map known as a Digital Raster Graphic (DRG) providec
USGS. To find out more information about this image, visit the USGS's P}qLAal 8ack yard
The map was produced in 1993 by the USGS National Mapping Division. The image you are viewing can be
clm?jnioaded at no charge to vour PC. DRG's may be Purchased from _selected_USGS cleal_e_r,. Alternatively, DRG
be obtained directly from the USGS.
The original map projection is UTM Zone 17 NAD 27, scale 1:24000 and covers 2.4384 meters per image pixel.
USGS Digital Raster Graphic image below is projected in UTM Zone 17 NAD 83 datum.
65 km SE of Charlotte, North Carolina, United States
F- SOW 15'20" SOW 14'49" SOW 14' 17"
34N 54' 3
T
t'
34N 54' 06"
15' 21" SOW 14' 49"
0 0
Back Homc
34N 54' 32"
3,863,200.0
fi
l E 1
34N 54' 06"
3,862,400.0
SOW 14' 17"
1 of 2 6/18/2002 3:55 PM
N,orth Carolina Department of Transportation
Typical Plan and Elevation of Pipe Installation Permits
Asphalt Crown
Crown of Roadway
to Creek Bed
U
s.
0
a
o
U -?
°
0 o
^ L
0
?
?
p o
o
Z
? ?
C C
'5 ~
wQ >
z ?
z 94
5F
S t Amount of Fill over
i
ass I or Class II Rip Rap
Slope tection
Elevation 1 Line of Corragated Metal Pipe Arch, 95" X 67"
With Class I,or II Rip Rap Slope Protection on Inlet and Outlet end
v
1 Rip Rap
ngth of Pipe
'lass II Rip Rap
With Class I or II Rip Rap
on Inlet and Outlet end
Typical End Elevation
Typical Plan View
North Carolina Department of Transportation
Typical Plan and Elevation of Pipe Installation Permits
Asphalt Crown
Crown of Roadway
to Creek Bed
U
E
z
0
z
?
o
c
? a x o
d
a
C,3
o
L U >;
lam) U N o Cn
z
00
O N
N
r
, .
V ?.
c C%1
o
w •4
z
c ' Q
-4 .
z 09
7
s I or Class II Rip Rap
pzc?
v o a
? ao
Shoulder
Roadway
18-Ft.
Amount of Fill over Pipe
I -Ft.
Overall Length of Pipe
Shoulder
I Rap
Class Class II Rip Rap
Typical Plan View
With Class I or II Rip Rap
on Inlet and Outlet end
Typical End Elevation
Elevation I Line of 72" Corragated Metal Pipe
With Class I,or H Rip Rap Slope Protection on Inlet and Outlet end