20070806 Ver 1_Application_20070510

y}y +w~o
d. ~~~
.@~~,,.
STATE OF NORTH CAROLINA
~~S
~'qr ~ ~:
~T ~r. ®~ ~
~9N~S ~,~ T~Qk~~~~ ~~GJ ~.~
DEPARTMENT OF TRANSPORTATION ~`~~~,~~~
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT Cy
GOVERNOR SECRETARY
May 9, 2007
Mr. Steve Lund O r f ®~
US Army Corp of Engineers I
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, N. C. 28801-5006
SUBJECT: Emergency Pipe Replacements, SR 1136 (Stagecoach Road), Gaston County
Dear Mr. Lund:
The North Carolina Department of Transportation proposes to replace an existing 48-foot, 60" CMP with
a 60-foot, 72" CMP at site 1 and a 39-foot, 48" CMP with a 40-foot, 60" CMP at site 2 on SR 1136
(Stagecoach Road) in Gaston County. The new pipe will be placed on a to skew provide better alignment
of the upstream and downstream sections. This will result in a loss of ~9.5 foot of linear stream which
currently parallels the road. The roadway and road shoulder is beginning to collapse at both sites and
there is concern for public safety; therefore, this project is considered an emergency project and
construction will commence immediately. Both pipes are perched and to reconnect the upstream and
downstream streambed elevations would result in extreme pipe slopes. The new pipes will be placed on
approximately the same gradient as the existing pipe and rock ladders will be constructed at the new pipe
outlets to facilitate some aquatic passage and to provide energy dissipation. Due to the existing site
conditions and the nature of the project, NCDOT requests a waiver from the Regional Condition
2(b)(e) permit depth specification, for the construction of this project.
Temporary cofferdams and bypass pumping will be utilized to manage the streams during construction.
Upon project completion, the area disturbed by the temporary cofferdams will be restored to pre-project
conditions and the surrounding area seeded and stabilized. The total scope of the work at both sites will
result in 37.5 feet of permanent impacts to two unnamed tributaries to Blackwood Creek, which is
classified as Class C waters by the Division of Water Quality.
The project is not located within '/z mile of any critical watershed area nor is SR 1136 a rural or urban
arterial; therefore, hazardous spill basins are not required. Enclosed is the hazardous spill basin checklist.
This office has conducted a GIS and field survey for the project for historical sites and
threatened/endangered species sites. No sites listed on the National Register of Historic Places are
located in the vicinity of the project nor did there appear to be any eligible structures. The federally listed
species for Gaston County (USFWS listed dated April 27, 2006) include Bald eagle (Haliaeetus
leucocephalus), Schweinitz's sunflower (Helianthus schweinitzii), and Bog turtle (Glyptemys
muhlenbergii).

SR 1136, Stagecoach Road
Page 2
May 9, 2007
Natural Heritage Program records document the nearest Bald eagle location approximately 11 miles
southeast of the proposed project area, on Lake Wylie at the North Carolina/South Carolina line. Bald
eagles typically nest in tall, living trees near open water. The proposed project is located approximately
11 miles west of the middle portion of Lake Wylie. There does not appear to be any suitable habitat in the
surrounding area and no bald eagles were observed during the site visit; therefore, no impact on the
species is anticipated. Natural Heritage Program records document the nearest Schweinitz's sunflower
location approximately 9 miles southeast of the proposed project area. The sunflower is usually found in
upland open areas protected from shade or excessive competition. There is limited potential habitat
within the proposed project area. The pipe replacements will create a minimal disturbance in the area;
therefore, no impact on the species is anticipated. Natural Heritage Program records document the
nearest bog turtle location approximately 8 miles northwest of the proposed project area. Bog turtles are
typically found in bogs, marshes, and wet pastures. There is no suitable habitat located within the project
area. T/SA species are not subject to Section 7 consultation; however, no impact on this species is
anticipated. NCDOT is recommending a finding of "no effect" for T&E species and historical structures.
I have enclosed apre-construction notification for a NW# 14, sketches of planned activities, and location
maps relative to the project.
Project information for the 401 Automated Payment Procedure is as follows:
• Work order number: 150464-55120005-12B.203611-3855
• TIP #: NA
• Project Category: $200.00 Fee
If you have any questions or concerns, please feel free to contact me at [phone]. Thank you for
your time and consideration to this matter
Respectfully yours,
M.L. Holder, P.E.
Division Engineer
Twelfth Division
oY ~~ ~
Trish Simon
Division 12 Environmental Supervisor
Enclosures
Cc: John Hennessy, DWQ, 401/Transportation Permitting Unit
Polly Lespinasse, DWQ, Mooresville Regional Office
Ron Linville, Wildlife Resources Commission (Courtesy Copy)

Office Use Only• Form Version March OS
. DWQNo. 20070806
USACE Actin ID No.
(lf any particular uem is not appiicaoie to mis pru~cc~, ~riva~c ou~v. i~vr. ~y}~==~r+~+=~ ~- -., - _ .,
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW #14 (WQC#3404)
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: Mike Holder N C Department of Transportation
Mailing Address: P.O. Box 47
Shelby North Carolina 28151
Telephone Number: 704-480-9020 Fax Number: 704-480-5401
E-mail Address:
2. AgenbConsultant 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: Trish Simon
Company Affiliation: N C Department of Transportation
Mailing Address: P.O. Box 47
Shelby North Carolina 28151
Telephone Number: 704-480-9044 Fax Number: 704-480-5401
E-mail Address: tsimon(a~dot state nc us
Page 1 of 8

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: Two Emergenc~pe Replacements, SR 1136 (Stagecoach Road)
2. T.I.P. Project Number or State Project Number (NCDOT Only): 12B.203611
3. Property Identification Number (Tax PIN): NA
4. Location
County: Gaston Nearest Town: Gastonia
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers/names, landmarks, etc.): From Gastonia, west on
Hwy 321 South, turn right onto SR 1136 and proceed to sites.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
sepazately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35°13'00"°N 81°12'46"°W
6. Property size (acres): < 0.10 acres
7. Name of nearest receiving body of water: Two unnamed tributaries to Blackwood Creek
Class C Waters (from source to Crowders Creek
8. River Basin: Catawba
(Note -this must be one of North Cazolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing Conditions-pipes on paved secondary road.
General Land Use- wooded, residential.
Page 2 of 8

10. Describe the overall project in detail, including the type of equipment to be used. Site 1-
Replacement of a 60" 48-foot Wipe with a 72" 60-foot pipe with inlet and outlet headwall.
Site 2 Replacement of a 48" 39-foot pipe with a 60" 40-foot pipe with inlet and outlet
headwall The new~ipe will be placed on a skew provide better alignment of the upstream
and downstream sections Both Wipes are perched and to reconnect the upstream and
downstream elevation would result in extreme~ipe slopes• therefore the new pipes will be
placed on the same gradient as the existing_pipe and a rock ladder will be constructed to
facilitate some a.auatic~assage and to provide energ<y dissipation Typical heave equipment
(trackhoe backhoe etc ~ will be used for the construction of this protect.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to replace
two failin~~pipes for the safety of the travelling.public At site 1 the roadway is beainnin~ to
collapse At site 2 the shoulder above the failing_pipe has collapsed and only ~l foot
shoulder remains.
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.NA
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.
No future permit requests are anticipated at this site
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 3 of 8

1. Provide a written description of the proposed impacts: Minor impacts from pipe
length increase and rock utilized for rock ladder construction.
2. Individually list wetland impacts. Types of impacts include, but aze not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) es/no) (lineaz feet)

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the lineaz footprint for both the original and relocated streams
must be included. To calculate acreage, multi ly len X width, then divide by 43,560.
Stream Impact Average

Number

Stream Name

Type of Impact
Perennial or
Stream Width Impact

Length Area of

Impact
(indicate on Intermittent? Before
ma) Im act (linear feet) (acres)
1 1 sc UT to Increase in pipe perennial
3
5 feet 12 feet .0009
Blackwood Creek length .
Rock Ladder
1 Construction due to 5 feet .0004
Perched condition
Temporary
1 CofferdamsBypass 80 feet .006
P1Pthg
2 2°d UT to
Blackwood Creek Increase in Pipe
Length/Fill perennial
3.5 feet 10.5 feet .0008
Rock Ladder
2 Construction due to 10 feet .0008
Perched condition
Temporary
2 CofferdamsBypass 60 feet .004
PiPthg
* 37.5 feet *,0029 acre
permanent permanent
Total Stream Impact (by length and acreage) 140 feet .O1 acre
*Permanent impacts contained within area of temporary impacts temporary temporary
impacts to impacts to
open channel open channel
Page 4 of 8

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number Name of Waterbody
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay, ~e a
p
(indicate on ma) (if applicable) ocean, etc.) (acres)

Total Open Water Impact (acres) ~
6
List the cumulative im act to all Waters of the U.S. resultin from the ro'ect:
Stream Impact (acres): 0.0029
Wetland Im act (acres): 0
Open Water Impact (acres): 0
Total Im act to Waters of the U.S. (acres) 0.0029
Total Stream Impact (linear feet): 37.5 feet
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation NO POND IMPACTS
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.):
Current land use in the vicinity of the pond:
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. The pipes must be replaced
for the safetyof the travelling_public.
Page 5 of 8

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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.
I. 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.
MITIGATION NOT ANTICIPATED
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
3.
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 6 of 8

IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. 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 envirorunental documentation.
Yes ^ No
3. 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 (required by DWQ)
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", 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 multi Tiers.
Im act Required
Zone* ,_____p ~ _„ Multiplier ,,,~;~;~„*;,,~
1 ~ ~ 3 (2 for Catawba)
2 1.5
Total ~ ~ ~ ~
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Page 7 of 8

XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
No increase in impervious surface is proposed.
XII. Sewage Disposal (required by DWQ)
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.
No wastewater is generated from the project.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The Qpe replacements will not result in additional development of the surrounding area.
XV. 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).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

cn t =Q r\

~ elu
V 1311 ._._..-•~'- Manmoutn u
~- • - scn
fa
~
-s
i
tc 1347 136 7340
+~
ii -•-•-.-
,
0 ~
~
~ 1310 I n
1 ~ ,° 1377
,m
~
to ~ ,t \
'~•
'
m

7 If9° . '
i0 1186 ro
7268
~ _
Firestone
2466
~

15 10 ~ 1785 ~ ~ FreIC

`
u 1248 1187
o
: ion 1135
C

.
~~
i0 1249 I i
s, I
vi _ ~
~ '
~ - -
1122 _ _. _ ~~ -
~
_ ~ 1737
~
•
_ - ~ •
'q
~~~ .
wes+ Eiitn poe
-.~\ I.• BaDf Cn

I ,.p 1136 t~~ wecsun+
- ( Dupe ,
U SCr,
I ,. 1140 NN
1
Neesae -
0e _ BN ~irs+ nsseincie± [n

~
~_ .
~°"~ Gorest "eig
~.. Eiem hts
_ _ - 113 -. scn .•
- -1122 '~ -P
773 i
~ -
~ "~55
"iqn u
i
w ~ -- ~' I
7133 1134 - ~
•

~~ ~z v , - _ _
1
~ _' -- r ~ - - _ P
i
P,svah 1131 ~ y _ y
o
\ ~~ 15
r- - i
' `
~ ~ ~ _
~ 113 1255
n -~
1131 1207 ~ ~ , -~i- 1133 ~ ~ m 1y 1255
~
~~
~ ~ 0
7146 °~ ~ ,
°i
1 1
\ ~ /- .i
~
~~ i
y. 1?77 - 1178 • 2402 8,
°" p u
tn.es+
y S
1132 ou
128 8 ` ~ ~„nior /
2403

v ~j
~~ .
"iqn
3130 1168 S -'- - --- ,_ ,~ %~~
129 oe C',.1174
_ ~ -- _ AAA
- ~ j/ t~ 1ar~or 2405
~
~ Memorial ~ /,
/
°
(n)F
& ,P
1
~ 1 173 B°D+ cn ~ ~ S
1167 119 7171, 4 ~ 1155 / '~
.p ~ ~/ 1157 / p
7170
260 ~.. 1156 as~
'a
',
g
1
2895.
169
'

.~ / ~ v
1184 1259 °] 1261
-
~
-- - 1131
5ows "scor
tcoarnaue ~ 1747 -
1256 1256
~ d,~
16 3109 8 ,
h ae t, ~, 2894'

i Cnanei %r-,e
5
+ tr r ~ ~
1148 `
~ zg154 ~®
~
`
°D
1131 1132 ~ 1153 os m .zs e,
1258
~
-. ']s 1281 ,~~nger fE~ut
-'~" ~ O>
"] ~''1i 1162
i ' 1257 ~ B.~ 2409 ,
\
,

'°~ ' 1253
1 /
i
1136 '
i
~
/
1287 ~ ,° i, ~. °
.~~ ,a `°' 1252 ]+
I
~ .,a 1~ 8 1181"
e
°m8, °
\
o
1172 ' ro 18 m
w
Ei
~ \ ~I ~ 1183 i g "° ;<n ~' ~ 4 na
~
L
°
r
'''
` a '~ 120
,p,
~ 1209 1210 J21 gl~ 2406
~
~
1228 9 g 1252 241
~ 1193 1152
2410
-
I
,e 1192
~ m
-
~
~ ~ ~ it 2 .b ~ oine~
4 i Cn
J
Gamsemone 1229 1230 ~ s, ~
1151 so I @ ~t
~ ^ lc 1128 1126 ~ 7 1197 1196
~I 2411
-

~'

~ -.
G
8 1150 I 413
1149

]e 1127
1126 '
a
. z> 1222 '•
~ ~° $

°0
~
1285 ~ 2411

~ z> °'
/^
1237 ~ J
1223.
241'
3120 - 0J

~\ g
1265 a 1269 ~] ,s ,e
,c- 1 e 1264 1292 1129
18 X7 a
s 8 122~/~~ ~
'e, ~/:' 2413 1/ ~ 2662
24 310
312
r 12
+ ~ + ] ° /, 2768 p
~~

1271
1282

e
40 ~
~` _
~ SOUTH GASTONIA a
° /~~ 1 ~ x,
~
1270 ' w 1266
1247 $ 3125
'
• ~' 1130
1127 d,
~,/•' " 4 R _. • °° ,~ ]
~~ ~S IUNiNC.] 1225
°
1136 ~~ ~ '
'6 1271 1227 3122
~ 1126 Inane' 8 '
3117 as ~ 2770

'

1220 ,0
EeRe 3111 r
3116 3115 2414 T~, as` B~, 2369 2764 ;
¢
3114
'
~
-4 ~ 5,_n
~ - ~ 3110 ~
. ~ 3126 '~ 0
2
791
6 ~
~~, 2412
/y`
1238
S rp ,mm, Fr
ee"i
eac~ Cr u 1214 3104 •/
tidy m •
ze 8
121 g
~
~ 1219
~ w
.i
~ ~ ,°, _ _ - 2576
_ e- -
3113
'"193 ~/J/ ns ~ 29 v-~-._~ ~w
<
3101 6 ce
121 S
u -
D1 P1 w
J
°
-
I 2415 2577
1103
e~ ~
8 1217 g re 4 3112 i' '
28
9 Y7061825 ~

-
1102 8
1113 7298 3105
~ •
- e- -
4
s
- ~1
- s 2749 2834/' S
_ -S 277
~
~~ 1,z
1106 1126 - ~ -~ 1113 1274 129
ze
~
~ . a' It
~ -~
7
26
~ ~- 3013
-
~
_
;
a ~ 1245
1175
~ q _ ~ _ e Batr
ei
--P' ewr cr.
- e. - - - 2661 ` 8 ,o
y ~
1296
\ ~ ~
tc ~,
2708 270715 1
v' ~ 1111
_
~ l
a - 8 7245 _ -
~ e
2,
.. - 1130 zs 7277 ~ r "_
I ~ - 2657
$ _. =
_ _ mod'
o ~ ~.t276 +s
° a >nl p 2648
1262
i -

'D
'.. e
-'~
m ~.7275a
~
' ~ 1
Sou tnsiae
9 6acf (n
.~ 1274 .
~ __ - e i
v ,
'
Z
°J ~ '
1126 n
r ,+M
1112 /+112
~a ~- 1201 re 7111 ~ J
~ -~
/ ~ 1244 i
1112 _ - 8 ~ ~, ,
_-1''_ ~, ~ os
~ n
Po

1714 - -
\. ~
- v ~ - $ G g ,a 1243
- 1295
-
„ 2420
'

-. 1706 1103 1242 ~
~ 663
~
-_ v I
>zt
33'

~ f i `-,r~J
e~
t~" ~~
',a, r
~,
~' 4~ .
1h ~~
- ^°~''`
^
4 ~5
't 4
+~ !
~~!~~ dr
~•~~~ , '
_~a v~ '~
I i~ T
,,~~
~,,,~
=-~
!? g i5. it ~ y ~°~L ~ a
q~,y, r j~ r_. ~ F 1 -~ _
f
7 ~ y •r-
," -
.t _ _ ~ _
ti ~ _„ ``~~ P i _' f ~ rte'- ~ ~"'' ~ i d ~y"
~ 6 ~ ~JA'~' d` s j ~ ~ !, y jr~ ~ r ~ ~ +~ ~'7 bw ``'~,.
*.~._ q ~
'+.~" "y' 4 - '-`~ iii ~ 1
..~ #~ ~~:~~`~ ~` '~``: ~... Site1-Emergency
~ ~~. ~ .t h~ ~ ,~ ~ i' h Pipe Replacement
i ~ , ~ ~ ti.,,,~
! ~ 1
~f
- ~, E 1 ~' -

la
h
kq
~~
--r-- r -
~~
i
, - ,
,
a :.
~~ ~~h ~ 'y ~ ~~',~ .,~~..., fir ~~ ~ ,~ ;4
i ,
.;.
.} w
_ If ,~_ _
ay~~ • ~.~'' ~ ~ ,'h G € ~+^F` - ~ ~ - ~~ ~ cam ~..
' ~ ~- ,.
.~.~ i .- ~.. , -~-...._. _ ..
Ay 6 ~L
~~.
IL
~:~..
i -~~.. ~ ~
1 ~ ~i ~ } k ~ f' iJ s 5i'~
q ; ~ }ha
- 66 y .,,,~ti Fr ~. ,
~....iv'° -.F 2 S 4' 4 r-r~ ~ f f r~ 'sti ~'S 't ~"h S4 \ 5.~ ~"' + f ~.
,_.~ ~ .~ T ~ 5`} tS.~ ~~~•~.-~--•~„~~ Site 2 - Emergency ~ ~'i-. x ~~. ~ - ~. =,• ~h` : ~`~ .,h,`~ -.~. ~ ~ ~~
~.~`~' ~~*~„~,4 Pipe Replacement ;~ g~•, ~f ~ ~ 9 t ~ ~~.. ~,_~ ~ °~, ~ ~ ~~~-~-
f
4 M~, ~ .4 ,r # f z S ~ ~-
4 ;tali 9-°.::° '-'-_`---. d' l ~.°,. .~ ~ a '~`d ,--.'~,,'`,~._1 'S~. `"~ ]~^ ar .! ~~
^a°°-.^ ~ e` YI i ~ rte'' ~+. ~~ j i ! _ ' ~ '~°~...~._ .-~l ,~ 1 1, ~ 4 i' a~ ~~- _~E ~ ~t,.
'~^a ~f ~ A i } -~ ',• ., 1 ~~ 6 ~l. [ ~ ' «s,n _e.~ A / ~ ~~ '~y 9 SL~i
~~ ~ ~ ~ ~ y.4 S tk ° ~ ~, h: ~ t~~i'- LV ~ t1t~ _-.,, ~.'~ ,y ~'ti ~y ~ '~ ~ ;r~~-
p~ 4' L~:a- $''
',~ ii a
y !
t° ~{~ Y .r " ~"-~ r ~ ' + ~ ,1 t`[~~~ s , # h~ ,/ 6 ~~ a6r 7 ~ ' ~ 1.
y ~+ f
.~' ~ i f -y~ } Z 'M'
;.+v~ ,{ 'f - F ~ ~ 1 t t f .,ter.. _ '-S ' ~ t ~ < `t } r ~ `4
. Sys+; " ,
~~ .Say _ ~~ +y ..,.,t„°y~M ~ _ ,~. ! _ ,~ 1 ~ 4 } -,`
.... .rF
Name: GASTONIA SOUTH Location: 035° 13' 00.69" N 081 ° 12' 46.3" W
Date: 5/4/2007 Caption: Emergency Pipe Replac, SR 1136 (Stagecoach Rd), Two UT's
Scale: 1 inch equals 1000 feet to Blackwood Crk, Class C Waters, Catawba Basin

_ _- _- - - I _. __. _ __ _
~~ ~ ~
~ ~ Q 0
I ~ ~ ~ ~~~~ ~~~~ z ,~
~~1 ~ SAP. ~% ~~'~~:'~ I
\ ~11~p p D
~~
,r~~~, ~~ ~ ~~ ~
669 ~ ~~_______ ~ ~ im - ~
! ~ ~ )~ ~/ ~ r ~ m0
x', `
i ~~ A
~~ ~ ~ ~ ~'` D~''~
r x~~ ~~ G~ ~~ -~
o X ~ ° D ~ ~~`'=~// add %~ / o < I~ z j ~~ ti ,
~ ~ m ap ~ ~~ ~ .:-~~ dd V~ ~ m ~ O ~_ n~
m `~~ / \ ~~d is D z ~ r
\~~j' ~ m
O ~' ~~~
c~R
a=
N
Z
m
x
X

~\
O
.~
~~~~ ~ ~ ~CU~~ ST
s m
I

~'1
°'' ~~
~ ``9
~a
p \\y~ cam,
`C \ o
\ , ~O
~' Z
rn
x
~',
`,
z jl Ij
,' D III ~ ~
'',',o it
ISIS II /I /O
___ ~~,__
'~ ,~ ,~
i,~ r~
_- '~~~ JIB '{
~ _ ,
Dim ~~r ~
m i~ II <3 I ~Z-DI
~~< li mD I Z<
r ..
- - ~ ~~
~^ T i ~ D
~ m 'i- ~-
m '~
~~'~LYON_ ST
~~~
Z ~,~~
n
Iai p' r D
D
I~ ~ / D IIO Dp ~I
ID c
a~ ~ iI~ Z ~
~N II ~ _, -1
Im/
~I III ~ !
I ~, ', ~
'i~ I ;~
~~
~~° ;~`~
O
lh
~.EEr II lim I~
NpRTyN
o
v
Ca
O
("~ W v+ N m
o ~ ~~c~°
_ ~ N J
v a
~' o ~, n ' v
~ °a o°a`
o r
~ "' a~, m0
~ ~ - O
9 ?: m ~ a
v 7 ,' 2 c~ ~
~ ° °o ~~
.. ;~ o_ <
_ maG
.p N ~ J -
,, w „
~ y C
~ j ~ O
N ~
5 ~ _
~ c ~,
s O_ d
~ ,~
N
O o 0
~ c o
o_
O ~ ~
~ ~ d
O ~ J
c
~ c J
< <
~s
a ~ ~-
`- ~ a.
d , A
,o ~
s 1 m T /
n
d a
N
3
__ /
R ~2
a
- ~ -__ ~~
a i /
~ T
a o
a
o ~ ~'
_ i0
O ~ T j /
~ j•
v '- F
~.
~ D
d
a
~ ~~
V ~~, v~pi~ IV oow~/ U ~ %~~
co d Z ~~~
a 6 m
d ~~
~d D o r
`O~ ~~o i -DOm TAYLC
N
Z
m
X
i-
~`~ g'd~~~~ ~ KINGSi
~y ~ y .~~
I V ~
~~ ya;~~ ~) ~ ~ -
~ ~~~ / ~ ~
D ~, ~I ti~ -
pli
I - ~ Y-_0~~~ l
II-~ `----_ STREET L [
'II 1'I i'I ~~I ~ I~'= 6lL
' !1 i I '~ ~'. ~ '' ~ z
~~ ~I
,, ,'
^~ / i~
~~ ~ 5•
!°
`;
,~
\\\ I~ ~ F
~ G ~ !,
I
pr
~~ _ ~ j , v
__ ~ ~
~~
C N N O N O r N N N N N N N~~
O m
n
~ Z Z= Z = ~ Z Z Z Z Z Z Z
gy
~ m mA m ~ m m m m m m m
° x X G D
T
O A r
Q D m ~ O = m - r
~ m ~ ~ Q
~ `` o ° z d a '
O JJO 'O ~ ° ~° ^^
n ~,`°,
~ -~D,
' Oas
d
a o D m o
= o ~m
~o-.~c °
a
nro'"o_ ao_ - a l~li
O ~
a ~
a _N
~
F A D J
.. d ~
-d "o °=`D as a
; w n .
o m ~y R7
O rp ~
N _ O ^' to ~_ J _. ~ ^~ ~
J~V ~.a d _. HIV 7
-tnl F ~ avdv, N Z ioo o'o J°o~ '=ow T d T ~D p D Z

_
~ m ~
c.; _ o a

~ i _
%o
~ 'S o

O
o
D
°
A o O G v. ¢. _ ^~ rD T O T o O S O ~'. : 70
< o m ~ 3 d ~ ~ ~
a ~ ,

^4i ~ J N ~ d~ O ~~ ID !D ' ~ C ~ C 7 ~
^J'^ ~ '? d d d 3'D a'~ - ac c 3 Z
O ~ 7 O ~ ~ ~ ~ O ~ T J ~ ~ ~ ~ ro
^

m J
J „ o ' -i
J
a _
g ag r
O
F 3 a a O~ B 3. ~ m
~ o

~c 3 0< o_

m J F ~ n
o_
-
'
J~
~° p
a O J
• ~
~ ~
X
p m
< ~
,~ <
°:
~ o
~ x
m
A
7
3
3
F

S R 1136
Stagecoach Rd
Site 1
Outlet
Inlet
Downstream
Upstream

Inlet
SR 1136
Stagecoach Rd
Site 2
Outlet
Upstream
Downstream

05/092007 09:58 DOT BRIDGE MA I NTENCE =~ 'I31'%%148054(]1 N0.004 D02
O T@M Neil +n PP
11
Elev. Aeaume 100.®'
~~
1°~ ~ I
1~ ~
~y ~
O. 'N ~ ~~
,~ ..,
O Proposed 72" CNY'
~ 60' Long w+th ~~.- ~ °. 3Jnne~med Tributary to
' Q^ ~ Fbedrella I, r ~ Bleckuood Creek
I 1 r'
~~Rt~c)c Ledde~- to be placed
.~7`_..._or~ ~;h.a outlet end. Tp be
` ~ ~ ccmflt.~-uctsd r~th Cleaa Il Rip Rep
/ ~ / ~„ plrrc~e Cli^~es Il Rr.p Rep to
/ / //~~ pro+reat '.her Headwall Q ell
/ ~ Four Cary°~er•s
t8' Lc+ng alth
~~. / I Need.ralla
(!1
~,_.~ ~ T-
Note: I ~;
a w
I) Pumping system to be used to I ~ ~ I
d+vert the stream around tF+e
conatruotaon a+ts es needed I
2) Any confe+++ineted refer rithirF
the conatruct~on a+te to to be
pweped lntn a alt beg
3) Silt fenoe 'to be placed around „_~_
stock pile end pro~~ct es ~s allows
t~00T Dtv i2
4) Upon completaon of the project ell Br-d<le Ma+ntenonce
silt fences ere to be placed as needed. P,,~s Rep)++oan+~+~e Ne++-N8t5 2360
Also seeding end +nulehing a[ disturbed areas.
Geuton County NC
••l~let end of Pepe to ba Shifted 1S' South oi' tM+e
Existing Pipes end the Dulles end to be Shifted 3.5' F+e-1d Boohu B-2 Seals )'=20'
of the Ex»tang Papa
nee: S rt'C. I ~~
~~~ ~~

05ia9i2007 09:58 DOT BRIDGE MA I NTENCE =~ 97. %?'~I480541~1
t
u ~
ot+ m a
fV ;n V ~
~ ~
r w
~,
~_
m
y
a ~ z
m ~ m o
a° s
N ~ ~ O
2
r ,
~~~~o
N ~
Z u
;!; N
m'.
r
a
A
~~ N
mauao 4~
a '~ ~7-
N
m
_ s
4
a ~
~ _'
iD ~ w
"'~ V
~ ~_ V
\ ~,
a
av
u
w n
~.
3
m
•
t
... W ~ ~ '
ml~fr N'
~ ~ ~ 'I
N
a ~
N
NU .10104 I~VJJ
~ ~ ~' c~ m
Frr~m~r~n-n~rrrrl
t\. ~9~.
w
w
r
6j~,

N W
~ ~
w ~
A
w
w
in
m

~~~
0
;~ a
~~~
a~~
~rnv
m ~ '~
~ s
~ ~ ~
~~
1~~3' s n
z ~
'~ a
~ ~
O
] d?
U C
~r
s
0
8
I~-~

05i09i2007 09:58 DOT BRIDGE MAINTENCE ~ 91?~~44805401 N0.0a4
Reference Existing Cr~aa~~Section Apprc::c~mastoly
65' Down9treaun from clncs ~,artterl~ne of f;ce~d
(Cress-Section I,,oc~k;,ng DovnsL-earn
Sc.mlau ]'-]0'
Cross 5ectlon taken
Perpendi~ul~r to the Rood
t9 1e 20 'fin
D04.
rICDDT D1v 12
~r7r1!~e Maintenance
i'~pa Rapl,~eawr+t Non-NBIS 2360
Genton Cow+ty NC
ie;1d Boo1u B-2 Sceles 1`=2@'
C ( O
D~r6 .JTit ' 5/97
i :ir;1

N CROSS SECTION
~ THROUGH SCOUR AREA
1 ~ 1 ~L
1 F~
1 yF
a 9
O
1 v ~O ~
O O~F'A
i 1 ~y
ERODED AREA 1 o A~J`
Cj -~ ~ yo 1 ~
~r-_
1
1
~1~
T NG 48' CMP
EXIS 1 DILAPIDATED RUBBLE/ROCK
1 RUBBLE LEDGE
1 HEADWALL
DILAPIDATED 1
RUBBLE 1
HEADWALL 1
• ALIGNMENT OF STREAM AND 1 1
EXISTING PIPE CAUSED (MATER
TO ERODE AREA AROUND EXISTING CONDITIONS PLAN VIEW
AND BEHIND HEADWALL
CAUSING HEADWALL TO COLLAPSE. A
PROPOSED PIPE TO BE REALIGNED
WITH STREAM AND BANKS ~
ARMORED TO PREVENT ,
REOCCURRENCE OF 1 ~
EROSION AT HEADWALL. 1 ~
0
-10~ 1 i
~-
AREA TO BE FILLED IN
1 0
0
O`
~~
tiF
90
-o
o~
1 ~~
REFERENCE
CROSS SECTION
~~~
~.
SCOUR AREA TO
BE ARMORED
~ ROCK LADDER
~1EX1511NG A8' C~ 10• ~ 2.5' HIGH, <10' LONG
1
1 32
1
1
1
1
1 1
PROPOSED CONDITIONS PLAN VIEW
BANK TO BE LINED
WITH LARGE ROCK
NTS
NOTES:
NCDOT
I. PUMPING SYSTEM TO BE USED TO DIVERT STREAM AROUND THE CONSTRUCTION DIV1510N 12
SITE AS NEEDED. BRIDGE I~ANTENANCE
2. ANY CONTAMINATED WATER WITHIN THE CONSTRUCTION SITE IS TO BE PUMPED
INTO A SILT BAG. ~ X16
3. SILT FENCE TO BE PLACED AROUND STOCKPILE AND PROJECT AS NECESSARY. STAGECOACH ROAD
4. UPON COMPLETION OF THE PROJECT ALL SILT FENCES ARE TO BE PLACED AS GA~TDN COl/~ITY
NEEDED. ~'~~ 2-
5. ALL DISTURBED AREAS WILL BE SEEDED AND MULCHED UPON PROJECT COMPLETION. PpE REPLACEyENT
PAGE I OF 4

1 O ~
m~
io
m
r ~ cam
iO
r
*t
m
~
m •~
~ ~N
-~
im
c
-.z° m ~Z
~'
xo~ ~ ~~„ c ~ 0 0
°
°~nm N I I I
1 I
~ ~
m o IIIII IIIIIIIIIIIIIIII
m
a
m im
~
o
~ ~ ; ~
96 9'
n
r m ~
W 9~2.
O
N
m
N m
\
~ in o 9~ 3,
~~z
~~~
~
9
o cn ~ ~ o ~ °
o °
u+
~
c'~ m 6, q,
mm3 I I I I I
"~ ~
^ oN a~
~
~3m
m r IIIIIIIIIIIIIIIIII III
~ ~ ~
Zz :°
w
, 6, .
9 9
O m < .. ~ 1 0 v
in
- ~
96,q.
30~ ~
'W ~
m a
~
mzZ ~ w

Zr I~ ~~
.
II 1
N
~ O
1 N ~ ~
~
m m .q nN I ~ ~ ~ ~ m l
Wg~ cm
I ~ ~ Z
~
omN n
n~ I ~ 0 ~X ~~

Of7 W
~p ~I M
,r
(~~
r .nv
vi x J
~~ ~
_
~
Z m n'1 i
m~l
m~ ~ ~
~
1 N ^_' ~ z 1
O C N ~
~ ~ ~ ~ ~ {
C n „•,
~~z ~
~
~ ao
i9 ~
m O•
a~
~, w~
w . ~~ I
Z n ~ ~
~
o n
p m y
~ w~
oo
.
\\
D m ~ o 9~~
m ~ ~
m W ~o
o ~
v a, - 91.g.
a m ° \ 93
m r z ~ ~'
°
' ,0.
a ~
o _ ~
92
•
m
m ~ ,6
:o
it o
"' ~
92.2'

\ 9f 9
n m
x x
N Z N ~
w ,°' mZ 91,0.
rW
~
NNS
D
h-
~ a W D= \ 9,
~ 3"
~,
-.
i
m ~i
001~ ~
~
i z
~ it ° z
f'
~ ~
ppO
~'
~ „ ~~
_~
o Cm1
7D ~ '

~ ~ .O

~
m
D
3
~ ~ -~
~ ~ o
e~ \
91,3,
m

D ~
~
Q.
~~ ~
~

Z 8 =
~ ~ ~ Z~
~VO ~
w
~;-~ ~
~ a
~
~

N a
w ,.,
~ g
a fa
W
~~
O
1- N
N
Z ~
R
= 3
~
c~
m = pZ
W ~ I~-O
a F- r O
x J
~' Z WF-
~W
~
Q J
n
~
W OO
~
N
N a~
a
~
V
o
U
g

m
w
U
Q
LL.
N
W
F-
Q
3

0

~' 8+

95
APPROX.
--- --- --- --- --- --- -------- -- BANKFULL - 92.1'
WATER SURFACE - 91.5' -- --- --- --- ------- -- --- --- --• THALWEG - 91.3'
-- -- --- --- --- ---- --- --- -
90
0 5 q 15
3.4'
STREAM
WIDTH
REFERENCE CROSS SECTION
tAPPROXIMATELY 48' DOWNSTREAM FROM OUTLET. LOOKING UPSTREAM)
NTS
NCDOT
DIVISION IZ
BRbGE 111ANTENANCE
SR X36
STAGECOACH ROAD
GASTON COUNTY
5 ~-}c 2
PPE REPLACEyENT
PAGE 4 OF 4

NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: 1 ~. County:~a~tnn Project ID:
River Basin: Catawba Bridge No: Two Pipe Replacements
Route: SR 1136, Stagecoach Road Stream: Two unnamed tributaries to
Blackwood Creek, Class C Waters
Water Quality Criteria:
Yes No
Stream Crossing Blue Line On USGS r I!
ORW r ~
wsI r ~
WS II,III OR IV, Crossing Within O.Smi of W.S. Critical Area r f~
Roadway Criteria:
Route Designation- Yes No
Arterial Urban r r
Arterial Rural I- ~
Additional Site Information:
Yes No
Is a Hazardous Spill Basin Required? f" r
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).