20021231 Ver 1_Complete File_20020806

` W A 7 F Michael F. Easley, Governor
i O R William G. Ross Jr., Secretary
`Ol pG North Carolina Department of Environment and Natural Resources
7 Alan W. Klimek, P.E. Director
Division of Water Quality
September 9, 2002
Montgomery County
DWQ Project No. 021231
Secondary Road Improvements to SR 1134
Mr..W.F. Rosser, P.E., Division Engineer
NCDOT Division 8
P.O. Box 1067
Aberdeen, NC 28315
Dear Mr. Rosser:
The Division of Water Quality staff has reviewed your submittal for a §401 Water Quality Certification
for the aforementioned project. Review of your application revealed that it lacked all of the necessary
information required for making an informed permit decision. The permit application was deficient in the
following areas:
¦ According to the cover letter, your office is unaware that the UTs to Barnes Creek are classified as
WS-IV, Outstanding Resource Waters. This project must be designed to comply with the
requirements of ORW waters [15A NCAC 2B .0225] including sedimentation and erosion control,
30-foot buffers, and handling of stormwater to prevent direct contact with the receiving waters.
¦ The project must be designed so that it can comply with the requirements of "Design Standards for
Sensitive Watersheds [15A NCAC 4B .0124].
The application must address outlet stabilization in more detail (e.g., how the pipes will be stabilized,
and the amount of rip rap, if any, used at each site).
¦ NCDOT must submit a plan for written DWQ approval to address any headcutting that will occur as a
result of this project.
Therefore, pursuant to 15A NCAC 2H.0507(a)(3), the permit application is placed on hold until we are
supplied the necessary information. Furthermore, until the information is received by the NC Division of
Water Quality, we request (by copy of this letter) that the US Army Corps of Engineers continue to place
the permit application on hold.
We look forward to working with you to expedite the processing of your permit application. If you have
any questions or require additional information, please contact Cynthia F. Van Der Wiele at
919.733.5715.
Program
pc: USACE Wilmington Regulatory Office
Richard Spencer, USACE Wilmington Field Office
NCDWQ Fayetteville Regional Office
('antral Filac
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/ncwetiands/
9M ,
Sincerely,
4EMORANDUM
r
p; John Dorney Regional Contact: Ken Averitte
Non-Discharge Branch WQ Supervisor: Paul Rawls
Date:
iUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1134 County MONTGOMERY
)roject Number 02 1231 County2
Recvd From DOT Region Fayetteville
Received Date 8/6/02 Recvd By Region
Project Type
,ertificates Stream Stream Impacts (ft.)
'ermit Wetland Wetland Wetland Stream Class Acres Feet
type Type Impact Score Index Prim. Supp. Basin Req. Req.
EE-
74- r-- O Y O N F-- 13-2-18 WSIV ORW .30,709. F-- F- F- I -
-TT F-7- I I
litigation Wetland
MitigationType Type; Acres Feet

Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
; Mitigation required? Q Y 0 N
Recommendation: Q Issue 0 Issue/Cond O Deny
'rovided by Region: Latitude (ddmmss) 352823 Longitude (ddmmss) 795826,
',omments:
kpproval should include cond6tinn re?uirinn use of sediment control measures and BMPs to the
wtent required in Censitaye wateYCheds The total project,_lncluding. realignment of the road. will
probably exceed one acre and trigger an erosion control pjan,), Timing of this work could be an
dement of sediment control since these stream segments are intermittent. This application indicates
veil over inn feet of stream impacts Rased on re\dew of the drawings and deducting the existing
une? and temporaryJmpacts,"t appears that permanent impacts would be closer to 140 feet. Outlet
Regional Office Page Number 1
Central Office
NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor
MAP, 1 3 2069)
DENN - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
APPROVAL of 401 Water Quality Certification
Mr. Timothy Johnson, P.E., Division Engineer
North Carolina Department of Transportation, Div. 8
P.O. Box 1067
Aberdeen, North Carolina 28315
Dear Mr. Johnson:
William G. Ross, Jr., Secretary
Alan Klimek, P.E., Director
Coleen Sullins, Deputy Director
Division of Water Quality
/0?a''c ?
Edmwy 6, 2006
Montgomery County
DWQ Project No. 02-1231v.2
DOT Project #8C.062005
You have our approval, in accordance with the attached conditions and those listed below, to
place fill material in a total of 113 linear feet of streams as part of proposed road improvements
to SR 1134 in Montgomery County. The specifically approved impacts are identified in the
project application dated January 18, 2006 and in an amendment letter dated March 1, 2006, and
are as follows:
Site location Type of impact Length of impact
Site #1 Culvert Replacement 22 ft. of intermittent stream
Sta.13+25 UT to Spencer Crk. (replacement of 28' of 24" VCP w/50' of
36" CMP)
Site #2 Culvert Extension 16 ft. of intermittent stream
Sta. 19+34 UT to Spencer Crk. (addition of 16 ft. of 24" RCP to existing
32' x 24"culvert)
Site #3 Culvert Replacement 55 ft. of intermittent stream
Sta. 85+60 UT to Spencer Crk. (replacement of 40' of 72" CMP with 80"
of 103" x 71" CMPA on modified
alignment)
Site #4 Culvert Replacement 20 ft. of intermittent stream
Stat. 146+25 UT to Barnes Crk. (replacement of 30' of 48"CMP with 50' of
48" CMP)
Fayetteville Regional Office
225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone]/FAX: [phone]k Internet: www.enr.state.nc.us,'ENR
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper

Mr. Timothy Johnson
February 6, 2006
Page 2
The project shall be constructed in accordance with your January 18, 2006 application and
March 1, 2006 amendment. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Nos. 3404 and 3366, which may be viewed on
our website at http://h2o.enr.state.nc.us/ncwetlands. These certifications correspond to the
Nationwide Permit Nos. 14 and 33 respectively, as issued by the Corps of Engineers. 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 issued by the US Army Corps of Engineers. This condition supercedes Condition No. 19
of GC No. 3404 and condition No. 12 of GC No. 3366.
This approval is valid solely for the purpose and design described in your application (unless
modified below). Should your project change, you must notify the DWQ and submit a new
written 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 the
conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be
required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid,
you must adhere to the conditions listed in the attached certification.
1.) Upon completion of the project, the responsible party within NCDOT shall complete and
return the enclosed "Certification of Completion Form" to notify DWQ when all work
included in the 401 Certification has been completed.
2.) NCDOT shall conduct its activities in a manner consistent with State water quality
standards (including any requirements resulting from compliance with section
303(d) of the Clean Water Act) and any other appropriate requirements of State law
and federal law. If DWQ determines that such standards or laws are not being met
(including the failure to sustain a designated or achieved use) or that State or
federal law is being violated, or that further conditions are necessary to assure
compliance, DWQ may re-evaluate and modify this certification to include
conditions appropriate to assure compliance with such standards and requirements
in accordance with 15A NCAC 2H.0507(d). Before modifying the certification,
DWQ shall notify NCDOT and the US Army Corps of Engineers, provide public
notice in accordance with 15A NCAC 211.0503, and provide opportunity for public
hearing in accordance with 15A NCAC 211.0504. Any new or revised conditions
shall be provided to NCDOT in writing, shall be provided to the US Army Corps of
Engineers for reference in any permit issued pursuant to Section 404 of the Clean
Water Act, and shall also become conditions of the 404 Permit for the project.
3.) Barnes Creek and its tributaries are classified as Outstanding Resource Water.
NCDOT shall use Best Management Practices for the Protection of Surface Waters
i
Mr. Timothy Johnson
February 6, 2006
Page 3
NCDOT March 1997) and Sedimentation and Erosion Control Guidelines for
Sensitive Watersheds [15A NCAC 4B .0124(a)-(d).] at site No. 4. 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 S days of ground disturbing activities to
provide long-term erosion control.
4. NCDOT shall comply with the requirements for Outstanding Resource Waters
[15A NCAC 2B .0225] at site No. 4.
5. Stormwater shall be diverted through grass lined ditches or vegetated buffers prior
to entering streams. Mowing of existing vegetated buffers is strongly discouraged,
so that they may be utilized for storm water sheet flow.
6. Riparian vegetation must be reestablished within the construction limits of the
project by the end of the growing season following completion of construction.
7. The dimension, pattern, and profile of the stream and floodplain above and below
structures shall not be modified by widening the stream channel or reducing the
depth of the stream.
8. All work should be performed during low flow conditions.
9. Heavy equipment must be operated from the banks rather than in the stream
channel in order minimize sedimentation and reduce the likelihood of introducing
other pollutants into the stream.
10. All mechanized equipment operated near surface waters must be regularly
inspected and maintained to prevent contamination of stream waters from fuels,
lubricants, hydraulic fluids, or other toxic materials.
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, P.O. Box 27447, Raleigh, N.C. 27611-7447.
This certification and its conditions are final and binding unless you ask for a hearing.
A
Mr. Timothy Johnson
February 6, 2006
Page 4
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 contact Ken Averitte at 910-486-1541, ext 703.
Sincerely,
13d?j 14 and
Alan W. Klimek, P.E.
Attachments
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Fayetteville Regional Office, DWQ
Rob Ridings, 401 Wetlands Unit
Central Files
Art King, DEO, Div. 8, NCDOT
Mont.sr1134.Q.doc

MICHAEL F. EASLEY
GOVERNOR
STATE OF NORTH CAROIJNA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
March 1, 2006
Memorandum To:
From:
Subject:
Ken Averitte NCDWQ
Fayetteville Regional Office
Art C. King, DEOa',
NCDOT Highway Div. 8
d?0N;4- ?
LYNDO TISECRETAR401 Water Quality Certification for SR-1134 Montgomery County
DWQ # 021231v.2
Contained in this package are the modifications you requested in your February 17, 2006 letter,
and during your February 23`d site visit, for the re-certification of DWQ # 021231v.2 on SR-1134
in Montgomery County. Included is a modified plan drawing that shows the adjustment of the
pipe placement at site 3. The adjustment involves changing the angle of the headwall at the inlet
and a shift of the pipe to the north to provide a better alignment to the existing channel- This
adjustment will eliminate the need for any channel relocation and provide a better angle of flow
into and out of the pipe. The realignment of this pipe will reduce the amount of road shoulder
width at this location, but not to an unsafe level. Also included is a revised table of impacts that
corrects the discrepancies you noted in your letter. The pipe lengths as shown on the original plan
drawings for site 1 and 4 are correct.
All pipes on this project are located within intermittent stream channels. We believe that it will be
possible for the construction at each site to be done under dry conditions. Diversions will only be
utilized on this project if the conditions require them All construction will be preformed under
the specifications listed in current version of the NCDOT Best management Practices Manual
(BUT) for Construction and Maintenance Activities. We will use approximately 30' on rip rap as
bank and road shoulder stabilization at site 3. All rip rap will be installed above the plane of
ordinary high water which is not considered as impact under sec. 404 of the clean water act.
Thank you for your assistance in this matter. If you have any questions or require any additional
information please contact me.
cc.John Hennessy
DWQ 401 wetlands unit
P.O. BOX 1067, ABERDEEN NORTH CAROLINA 28315
PHONE [phone] FAX [phone]

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
linear feet
Type of Wetland***
None

* 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
(1711", or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htty://%%-%yw.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:
Total area of wetland impact proposed:
2. 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)
Site 1 P 22' UT of Spencer Crk. 1'-3' I
" T 20' "
Site 2 P 16' 2'-3' I
Site 3 P 55' " 49-6' 1
Site 4 P 20' UT of Barnes Crk. 31-5' I
" Temp
dewatering 95' "
= List each impact separately and identity 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, eta 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 teamed stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
vtit-Nv.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., N%-%Nv.togozone.com
«-%-,1v.mapguest.com etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Site 1= 22' Site 2=16'
Site 3= 55' (30' rip rap) site 4=20' (temp dewatering 95') Total :perm=113' temp=115'
Page 8 of 12
-I. nGfCRIR.L Mi.
1
PROPOSED R/W
XIS?. g___
PROPOSED R/W
55' (NET) OF EXIST. STREAM
TO BE FILLED IN
(95' STREAM - 40' PIPE)
REVISED 7-2:
REVISED 2-2,
t
ACC
I PROPOSED 80' OF 103' X 71' CMPA I
PROPOSED PLAN
I
PROPOSED R/W
----------- /ST, f

PROPOSED R/W
EXIST. 40' - 72' CMP
GRAPHIC SCALES
20? 0 20
PLANS j EXISTING PLAN
PrWed 4 Me
1V7151DY OF mum =mum mw ma
1 DAM.
n. M OF rep Pis DAM - ELMO ?-`1
MW ff'
as mm A C Loom eQNSDtUM MM DAM rl
KDAC N ? ROM AM
1
GENERAL DRAWING
103"X TWA PIPE REPLACEMENT
PIPE NO 3
MONTGOMERY COUNTY - SR IN
POTSt4 85+60
W.
SILT BAG
PROPOSED RIW
PROPOSED R/W
existing 401- 72" CMP
CONCRETE BARRIER OR_
STEEL SHEET P!UNG J?IQ
?N??SMR?aM
REVISED 7-23-2002 ACC
REVISED 2-24-2006 ACC
._.....
/ IMPERVIOUS FABRIC
ENERGY OISSIPATCR
PROPOSED 80' OF 103- x 71- CMPA
IXISTING STREAM DETAIL
0-
01.5=100 ds ( V=I1.4 fps
S=OL163 ft/ft 6' FLOW DEPTH=2'
AI=0D25
NOTES.
I.) INSTALL TEMPORARY BERMS, DIVERT STREAM
FLOW BY PUMPING WATER AROUND
WORK AREA.
2) PUMP CONTALIED AREA TO SILT BAG.
3.) INSTALL PIPE AND BACIUML
4.) REMOVE TEMPORARY DIVERSION DEVICES
HOT TO SCALE
prwd 4 ht
nor OF lO2wm mmm" mw am
?UVS
DAM-
1244
AFSll1f 3T
la( t8m A C Cmm
KCO N
Lw OF IFdP Pugs DAM- I -,Bit WE
UAmll(641 m nAma iu b I t [!Gfi AM 7i
EROSION CONTROL
103" X ]I" CMPA PIPE REPUGERW
PIPE NO 3
MONTGOMERY COUNTY - SR IN
POTSta 85+60
rnwc?? rtcr crtcm•c n0. !MEET Iq.
1 3 OF 3
Merlxu T-Z7-,7002 ACC
REVISED 2-24-2006 ACC
it
s4E?/
103" X 71"
CMPA
D'•D• D.
CROSS SECTION CONCRETE
TOEWALL
NOT TO SCALE
Prwed 4 tic
fim OF MUM ItOCRQI " DDTB[Ci ma
STREAM IMPACTS
PIPE LENGTH=80'
LENGTH OF EXISTING PIPE=40'
?5??• ?//?GLtA-.anr?
NET IMPACT
80'-40'=40' ,
= -4
STREAM BED
D
ELEVATION
121244 BBf OF WAY MR Mlle ?K R 1t
DEW BY.
10 PflM A G COCHIM COMMON MR mm ?i
Amu BY: DBAIlVAGE DESIGN
SITE PLAN
103"X 71" CMPA PIPE REPLACEMENT
PIPE NO.3
MONI0ABY COUNTY - SR RM
POTSta &S+60
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
CERTIFIED MAIL
Return Receipt Requested
7001 2510 0006 9500 6244
Mr. Art C. King
Division Environmental Officer
NCDOT, Division 8
P.O. Box 1067
Aberdeen, North Carolina 28315
February 17, 2006
Subject: Reauthorization of 401Certification
SR 1134
DOT Project No. 8C.062005
DWQ No. 021231v.2
Montgomery County
Dear Mr. King:
During your on-site meeting with Ken Averitte on February 9, 2005, several items were resolved regarding reissuance of
the subject 401 Certification. However, in order to further process this application, we ask that you address the following
issues and submit the appropriately amended application:
Pipe No. 1 - The impacts table in Section VI of the PCN is not in agreement with the project drawings. It was determined
on-site that the existing pipe is actually 28 ft. Please amend the drawings and table to reflect the actual impact of 22 ft.
Pipe No. 3 - Please clarify the actual length of the proposed net stream impacts. As determined during the site visit, there
is some doubt about the length of the channel relocation. The drawings and the impacts table should be consistent. Also,
please revise the drawings if the orientation of the headwall is other than on the plans as submitted.
Pipe No. 4 - Please clarify the net impacts of the project. Temporary impacts as indicated are not considered part of the
net impacts. Also, please verify the length of the existing pipe and make any necessary changes.
Pursuant to 15A NCAC 211.0507(a)(5), we will have to place the permit application on hold until we are supplied the
requested information. Once these issues are resolved, the review will proceed promptly. If you have questions concerning
this matter, please contact Mr. Ken Averitte at [phone], ext. 703.
Since//rr ly,
Alan W. Klimek, P.E.
AWK/ka
cc: Richard Spencer, USACE
Rob Ridings, 401 Wetlands Unit
Central Files
FRO No ethCarolina
?atura!!r?
North Carolina Division of Water Quality 225 Green Street - Suite 714 Fayetteville, NC 28301-5043 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recyaledl10% Post Consumer Paper
t
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No. Z3 Z
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 14 & 33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ? '
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Tim Johnson PE Division Engineer
NCDOT Highway Division 8
Mailing Address: PO Box 1067
Aberdeen, NC 28315
Telephone Number: 910-944-2344 Fax Number: 910-944-5623
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: Kevin R Hedrick PE District Engineer
Company Affiliation: NC Department of Transportation
Mailing Address: 219 Clemmer Rd.
Rockingham, N.C. 28379
Telephone Number: 910-582-7075 Fax Number: 910-582-7065
E-mail Address: krhedrick@,dot.state.nc.us
?K. NO.
BATE
@?? V L5
JAN 2 0 2006
Page 5 of 12 DENR - WATER QUALITY
WETLANDS AND sTORMWATER BRANCH

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 ofproject: SR 1134 Pipe Replacements and Extensions, Sites #1, #2, #3, & #4
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Montgomery Nearest Town: Troy
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Take NC 109 north from Troy
qpproximately 3 miles. Turn right onto SR 1134 and travel to end of pavement. Thence
along unpaved portion of SR 1134 for approximately 4 miles to SR 1303
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
7. Property size (acres):.
8. Nearest body of water (stream/river/sound/ocean/lake): Barnes Creek
9. River Basin: Pee Dee
(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/.)
-6-

10. Describe the purpose of the proposed work: Replace and extend pine crossings for
improvement of SR 1134
11. List the type of equipment to be used to construct the project: Trackhoe, backhoe,
gasoline tamp
12. Describe the land use in the vicinity of this project: Rural
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.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
-7-
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
feet
Type of Wetland***
None

* 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 ham://kvNvNv.fema.,ov.
*** 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 ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
Site 1 P 20' UT of Spencer Crk. 1'-3' I
" T 20' "
Site 2 P 16' 2'-3' 1
Site 3 P 43' 4'-6' 1
Site 4 P 20' UT of Barnes Crk. 3'-5' I
" T 95' "

* 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, ditching1straightening, 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
Nxym-.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., w w.toyozone.com,
wi w.mapli uest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Sitel= 40' Site 2=16'
Site3= 43' site 4=115'
Page 8 of 12
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
None

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands [-] stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
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,
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
-9-
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stringide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement,. etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
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 h!W://h2o enr state nc us/wYM/index htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet):
-10-
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
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 F-] No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes F? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All-proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes E] No N 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
Lone i extenos out .5u teet perpenaicuiar trom near nanK of cnannei; Lone 2 extends an
additional 20 feet from the edge of Zone 1. -
- 11 -
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Neither the current impervious cover nor the new proposed impervious cover (gravel road bed or
asphalt pavement) will exceed 30% of the total site area. Erosion control devices appropriate to
the site will be utilized on this project which may include silt fences, check dams and storm
water retaining basins.
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 0.
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).

Applicant/Agent's Signatu Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

6
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s-ll I-opoQuada Copyright (0 1999 DeLorme Yarmouth, ME 040% Source Data: USGS ' 1000 ft Sale: 1 :2-5,000 Detail: 13-0 Wtwrc WGS84
PROPOSED PLAN

PROPOSED R/W
--------------- r-
>?
EXIST. 28' OF 24' TERRA
COTTA I ------ ----
PROPOSED R/W
EXISTING PLAN
GRAPHIC SCALES
20 0 20 40
PLANS
Prepared B fte
DMSION OF ALGHWAYS ROCKWGMM DISTRICT OFFICE
PLANS DATE;
2-IMOO2
SURVEYED BY.
ROCI(INGHAM DISTRICT OFFICE
DRAWN BY.'
AC. COCHRAN
RIGHT OF WAY PLANS DATE;
CONSTRUCTION PLANS DATE:
GENERAL DRAWING
36" CORRUGATED METAL PIPE BEPLACEMENT
L K, R. HEDRICK PIPE NO.1
MONTGOMERY COUNTY - SR 1134
DRAINAGE DESIGN rE POTStm 13+25
STONE BERM WITH FABRIC COVER
BERM DETAIL
FILTER FABRIC
PIN ABC'•STONE :.. FLOW
BERM-
EXISTING STREAM DETAIL
oS/ o O?\
0=3J6 cfs V=421 fps
S=0.0343 ft/ft FLOW DEPTH=05'
N=0.03
PROPOSED STREAM DETAIL
6'
STONE BERM WITH FABRIC COVER
NOTES:
L INSTALL TEMPORARY STONE BERMS.
2. REMOVE EXISTING 28' OF 24" TERRA COTTA PIPE.
3. INSTALL PROPOSED PIPE AND BACKFILL.
4. REMOVE TEMPORARY EROSION DEVICES.
NOT TO SCALE
Prepared 8 Me
DMSION OF HIGHWAYS ROCKINGHAM DISTRICT OFFICE
PLANS DATE.
2-18-2002
SURVEYED BY:
ROCKINGHAM DISTRICT OFHCE
DRAWN BY.
A.C. COCHRAN
PERMANENT SEED
0=32J cfs V=7J3 fps
S=0.0343 ft/ft FLOW DEPTH=P
N=0.03
EROSION CONTROL
36" CORRUGATED METAL PIPE MPLACEMENT
K. R. HEDRICK Pa PIPE NO,1
DISTRICT ENGINEER MONTGOMERY COUNTY - SR 1134
DRAINAGE DESIGN PL POTSta,13+25
RIGHT OF WAY PLANS DATE:
CONSTRUCTION PLANS DATE:
PROJECT REFERENCE NO. SHEET NO.
3 OF 3
SR 1134
(36" RCP
STREAM BED
CROSS SECTION 0-5 ELEVATION
I I
STREAM IMPACTS
PIPE LENGTH=50'
LENGTH OF EXISTING PIPE=30'
O
NET IMPACT
50'-30'=20'
I
I
I I
1 I
1
PLAN
NOT TO SCALE
Prepared By the
DIVISION OF HIGHWAYS ROCKWGNAM DISTRICT OFFICE SITE PLAN
PLANS DATE: INS 36" CORRUGATED METAL PIPE BEPLACEMENT
24-2002 RIGHT OF WAY PLANS DATE: K R. HEDRICK PE PIPE NO,1
SURVEI'ED BY. DISTRICT ENGEW MONTGOMERY COUNTY - SR 1134
OCKINGHAM DISTRICT OFFCE CONSTRUCTION PLANS DATE: Pd POTSta 13+25
N
LR DRAWN BY. DRAINAGE DESIGN
A.C. COCHRAN
20
R 11 34
PROPOSED R/W
'- - - - - - - - - - - - J - - .. - - - - - - - - - - - - - - - - - - -
II
PROPOSED R/W '
T
PROPOSED PLAN

20
EXISTING PLAN
GRAPHIC SCALES
20 0 20 40
PLANS
Pregod B the
DINSION OF HIGHWAYS ROCKWGHAM DISTRICT OFFICE GENERAL DRAWING
"
24
REINFORCED CONCRETE PIPE EXTENSION
PLANS DATE.
RIGHT OF WAY PLANS DATE:
2
?
2
2 K. L HEDRICK ra
PIPE NO
2
-
a
00
SURVEYED BY: DISTRICT ENCM .
MONTGOMERY COUIIITY - SR 1134
ROCKINGHAM DISTRICT OFHCE CONSTRUCTION PLANS DATE ra

•
DRAINAGE DESIGN POTSta t9+34
DRAWN BY.
A.C. COCHRAN
EXISTING PIPE -
J
STONE BERM WITH FABRIC COVER
N
BERM DETAIL
FILTER FABRIC
PIN ABC S1 ONE. .:. -FLOW
BERM-
EXISTING STREAM DETAIL
4'
0=18J7 cfs v=06 fps
S=0.0281 ft/ft 2' FLOW DEPTH=Y
N=0A3
NOTES:
1. INSTALL TEMPORARY STONE BERMS.
Z INSTALL PROPOSED 16' OF 24" RCP AND BACKFILL.
3. REMOVE TEMPORARY EROSION DEVICES.
NOT TO SCALE
PreXred B fte
DMSION OF HIGHWAYS ROCRTNGHAM DISTRICT OFFICE
PLANS DATE:
2-18-2002
SURVEYED BY.,
ROCKINGHAM DISTRICT OFRCE
DRAWN BY:
A.C. COCHRAN
RIGHT OF WAY PLANS DATE:
CONSTRUCTION PLANS DATE:
EROSION CONTROL
24" REINFORCED CONCRETE PIPE EXTENSION
K, R. HEDRICK PIPE NO.2
DISTRICT EN MONTGOMERY COUNTY - SR 1134
DRAINAGE DESIGN M POTStm l9+34
O24"RCP
I
CROSS SECTION
1 I
I,
yA
I I
EXISTING PIPE i
I
I
I
STREAM IMPACTS
PIPE LENGTH= 16'
LENGTH OF EXISTING PIPE=32'
I
NET IMPACT
16'
I I
I I
Ifs
J
PLAN
NOT TO SCALE
Prepared B the
DMSION OF NGNWAYS ROCKINGHAM DISTRICT OFFICE
ro?.Raaen seFtmranaxs
PLANS DATE;
24-2002 RIGITT OF WAY PLANS DATE:
SURVEYED BY.
ROCKINGHAM DISiRICI OFACE CONSTRUCTION PLANS DAZE:
DRAWN BY..
A.C. COCHRAN
EMVVATION
SITE PLAN
24" REINFORCED CONCRETE PIPE EXTENSION
K R. HEDRICK U PIPE NO.2
DISTRICT ENGLNELR MONTGOMERY COUNTY - SR 1134
DRAINAGE DESIGN ? POTSta 19+34
Prepared B the
DMSION OF HIGHWAYS ROCEINGBAM DISTRICT OFFICE GENERAL DRAWING
PLANS DATE:
0t RIGHT OF WAY PLANS DATE:
124
K. R. HEDRICK 103" X 71" CMPA PIPE REPLACEMENT
PIPE NO
3
- DI .
DESIGN BY.
ECK NELSON
CONSTRUCTION PLANS DATE
ra MONTGOMERY COUNTY - SR 1134
BY, DRAINAGE DESIGN POTSta 85+60
A. C. COCHRAN
BERM DETAIL
FILTER FABRIC
PIN ABC' STONE f-FLOW
• ..'. BERM - - N
PROPOSED R/W
FILTER FABRIC ANCHORED WITH
RIP RAP TO PREVENT SCOURING
OF STREAM BED
PERMANENT STREAM RELOCATION
(SEE DETAIL)
R/W
EXISTING STREAM DETAIL

STONE BERM WITH FABRIC COVER
1. CHANNEL CHANGE DUE TO ALIGNMENT
CHANGE.
Z INSTALL STONE BERM AT INLET END.
PUMP ACCUMULATED WATER AS REQUIRED.
3. INSTALL 103" X 71" CMP ARCH PLACE SILT
FENCE AS REQUIRED.
4. CONSTRUCT PROPOSED STREAM CHANNEL
AND VEGETATE.
5. PUMP ANY ACCUMULATED WATER TO SILT
BAG PRIOR TO OPENING STONE BERM.
6. REMOVE BERM, SEED & MULCH.
NOT TO SCALE
Prepared 6 fhe
DMSION OF HIGHWAYS ROCRINGHAM DISTRICT OFFICE
x?.nw?an srsr.?rranoxs
PLANS DATE:
124-01 RIGHT OF WAY PLANS DATE,
DESIGN BY.'
RICK NELSON CONSTRUCTION PLANS DATE:
DRAWN BY•
A.C. COCHRAN
7'
ors/ N o2?\
0/.5=100 cfs V=11.4 fps
S=04168 ft/ft 6' FLOW DEPTH=2'
.1 N=0425
PROPOSED STREAM DETAIL
PERMANENT SEED
0/5=115 cfs V=79 fps
S=04168 ft/ft 6' FLON DEPTH=2'
N=0430
DIVERSION I EROSION CONTROL
103"X 71" CMPA PIPE REPLACEMENT
K. R. HEDRICK PIPE NO.3
DIS E ENGINEER MONTGOMERY COUNTY - SR 1134
DRAINAGE DESIGN ?E POTSm 85+60
SHEET NI
3 OF 3
ACC
?G.
10

PROPOSED R/W
PROPOSED R/W
ST RE/; i
103" X 71"
CMPA
D. .
?Qp
A
STREAM BED
NEW STREAM
GRASSED _
STREAM IMPACTS
LENGTH RELOCATED=35'
PIPE LENGTH=80'
EXis4i o Pi t = '712
NET IMPACT
1 15'- ZA'
CROSS SECTION \ ' ELEVATI0111
`C-{ CONCRETE
TOEWALL
NOT TO SCALE
Prepored B Re
DMSION OF RIGNWAYS ROCRTNGRIAM DISTRICT OFFICE
PLANS DATE
124-01 RIGHT OF WAY PLANS DATE: K. t HEDNCK DESIGN BY. DIS
RICK NELSON CONSTRUCTION PLANS DATE: ra
DRAWN BY: DRAINAGE DESIGN
A.C. COCHRAN
SITE PLAN
103"X 71" CMPA PIPE REPLACEMENT
PIPE NO.3
MONTGOMERY COUNTY - SR 1134
POTSta. 85+60
Prepared 4 the
DMSION OF HIGHWAYS ROCA NG9AM DISTRICT OFFICE GENERAL DRAWING
LACEMENT
"
CORRUGATED METAL PIPE MP
48
PLANS DATE:
2-18-2002 RIGHT OF WAY PLANS DATE: DISTRICT K ER PIPE NO.4
SURVEYED BY. MONTGOMERY COUNTY - SR 1134
ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE: PE

DRAWN BY..-
DRAINAGE DESIGN POTSra 146+25
A.C. COCHRAN
NOT TO SCALE
Prepared 6 Ile
DMSION OF IDGBWAYS ROQUNG9AM DISTRICT OFFICE
N%STAMMEN HEC61GnOxP
PLANS DATE
1-12002 RIGHT OF WAY PLANS DATE,
SURPEYBD BY.
ROCMNGN DISTRICT oma CONSTRUCTION PLANS DATE.
DRAWN BY.:
A.C. COCHRAN
DIVERSION & EROSION CONTROL
48" CORRUGATED METAL PIPE REPLACEMENT
K R. HEDECK P.E PIPE NO.4
DL MI ER MONTGOMERY COUNTY - SR 1134
DRAINAGE DESIGN ?E POTSta 146+25
(48" CMP
CROSS SECTION
STREAM IMPACTS
TEMPORARY DIVERSION=95'
PIPE LENGTH=50'
LENGTH OF EXISTING PIPE=30'
NET IMPACT
145'-30'= 1 15'
I
J
PLAN
NOT TO SCALE
Prepared B I6°
DMSION OF DIGBWAYS ROCRING9AM DISTRICT OFFICE SITE PLAN
48" CORRUGATED METAL PIPE REPLACEMENT
PLANS DATE
2-18-2002 RIGHT OF WAY PLANS DATE: K. R. HEEDDRICK t
DISTRICT PIPE NO.4
SURYI;YED BY MONTGOMERY COUNTY - SR 1134
ROCKNGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE:

DRAINAGE DESIGN POTSta 146+25
DRAWN BY,
A.C. COCHRAN
lSL1i Y L1 L L VL It
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 30, 2002
Montgomery County
DWQ Project No. 021231
SR 1134 Pipe Replacements and Extensions
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. W.F. Rosser, P.E., Division Engineer
NCDOT Division 8
P.O. Box 1067
Aberdeen, NC 28315
Dear Mr. Rosser:
You have our approval, in accordance with the attached conditions and those listed below, to incur 317
linear feet of impacts to unnamed tributaries of Barnes Creek in order to replace pipes on SR 1134 in
Montgomery County. The project should be constructed in accordance with your application dated June
6, 2002 (received June 10, 2002) and the additional information provided in a letter dated September 24,
2002. After reviewing your application, we have decided that this fill is covered by General Water
Quality Certification Nos. 3366 and 3375 corresponding to the U.S. Army Corps of Engineers
Nationwide Permit Numbers 33 and 14. 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 211.0506 (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. Barnes Creek and its tributaries are classified as Outstanding Resource 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 .0124 (a)-
(d). 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 5 days of ground-disturbing activities to provide long term erosion
control.
2. NCDOT shall comply with the requirements for Outstanding Resource Waters [15A NCAC 2B
.0225].
3. Stormwater shall be diverted through grass lined ditches or vegetated buffers prior to entering
streams. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized
for storm water sheet flow.
4. Riparian vegetation must be reestablished within the construction limits of the project by the end of
the growing season following completion of construction.
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/ncwetiands/
5. NCDOT is encouraged to use existing on-site vegetation and materials for stream bank stabilization
and to minimize the use of rip rap. Rip rap shall not be placed in the stream bottom.
6. The dimension, pattern, and profile of the stream and floodplain above and below the structure shall
not be modified by widening the stream channel or reducing the depth of the stream.
7. NCDOT must submit a plan for written DWQ approval to address any headcutting that will occur as a
result of this project.
8. Previously disturbed floodplains and stream channels should be restored to their natural geomorphic
conditions whenever practicable.
9. All work shall be performed during low flow conditions.
10. Heavy equipment must be operated from the banks rather than in the stream channel in order to
minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream.
11. All mechanized equipment operated near surface waters must be regularly inspected and maintained
to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic
materials.
12. Upon completion of the project, the NCDOT or its authorized agent shall complete and
return the enclosed "Certificate of Completion" form to notify NCDWQ when all work
included in the §401 Certification has been completed. This will satisfy the requirements
of Condition 13 in WQC #3366 and Condition 16 in WQC #3375.
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.
Sincerely,
Attachment
n . Kli e , P.E.
Pc: Wilmington District Corps of Engineers
Richard Spencer, USACE Wilmington Field Office
NCDWQ Fayetteville Regional Office
`Central Files'
File Copy
W A T Michael F. Easley, Governor
O?
OCR Q- William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
` Alan W. Klimek, P.E. Director
Division of Water Quality

September 9, 2002
Montgomery County
DWQ Project No. 021231
Secondary Road Improvements to SR 1134
Mr..W.F. Rosser, P.E., Division Engineer
NCDOT Division 8
P.O. Box 1067
Aberdeen, NC 28315
Dear Mr. Rosser:
The Division of Water Quality staff has reviewed your submittal for a §401 Water Quality Certification
for the aforementioned project. Review of your application revealed that it lacked all of the necessary
information required for making an informed permit decision. The permit application was deficient in the
following areas:
¦ According to the cover letter, your office is unaware that the UTs to Barnes Creek are classified as
WS-IV, Outstanding Resource Waters. This project must be designed to comply with the
requirements of ORW waters [15A NCAC 2B .0225] including sedimentation and erosion control,
30-foot buffers, and handling of stormwater to prevent direct contact with the receiving waters.
¦ The project must be designed so that it can comply with the requirements of "Design Standards for
Sensitive Watersheds [15A NCAC 4B .0124].
¦ The application must address outlet stabilization in more detail (e.g., how the pipes will be stabilized,
and the amount of rip rap, if any, used at each site).
¦ NCDOT must submit a plan for written DWQ approval to address any headcutting that will occur as a
result of this project.
Therefore, pursuant to 15A NCAC 211.0507(a)(3), the permit application is placed on hold until we are
supplied the necessary information. Furthermore, until the information is received by the NC Division of
Water Quality, we request (by copy of this letter) that the US Army Corps of Engineers continue to place
the permit application on hold.
We look forward to working with you to expedite the processing of your permit application. If you have
any questions or require additional information, please contact Cynthia F. Van Der Wiele at
919.733.5715.
Program
pc: USACE Wilmington Regulatory Office
Richard Spencer, USACE Wilmington Field Office
NCDWQ Fayetteville Regional Office
(`antral Filac
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/ncwetiands/
Sincerely,
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1134 County MONTGOMERY
Project Number 02 1231 County2
Recvd From DOT Region Fayetteville
Received Date 8/6/02 Recvd By Region
Project Type
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 F_ PT O N I - 13-2-18 WSIV ORW 30,709. F_ F- F_ F_
Q Y O- 13-2 F)
-F_FY 0N I -F__Ir-rI-r1 -rI I r F__I -
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? ® Y t0 N Did you request more info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? Q Y O N Recommendation: Q Issue 0 ISSue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 352823 Longitude (ddmmss) 795826
Comments:
Approval should include condition requiring use of sediment control measures and BMPs to the
extent required in sensitive watersheds. (The total proJect. including realignment of the road,
probably exceed one acre and trigger an erosion control la) Timing of this work could be an
element of sediment control since these stream segments are intermittent. This application indicates
well over 300 feet of stream impacts, Based on review of the drawings and deducting the existing
pjpes and temporary*mpac-ts,it appears that permanent impacts would be closer to 140 feet. Outlet
stabilization would likely be the main concern- This is addressed on some-but not all, of the
cc: Regional Office
Central Office Page Number 1
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS
GOVERNOR
September 24, 2002
Mr. John R Dorney
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 217699-1650
Subject: DWQ Project No. 021231
SR-1134 Montgomery Co.
Dear Mr. Dorney:
LYNDO TIPPETT
SECRETARY

Thank you for your letter dated September 9, 2002 concerning the PCN submitted for
SR-1134 in Montgomery County, crossings 1-4. In the following I will attempt to
respond to the issues you raised in your letter.
We were aware that site #4 included in the group of sites submitted in the PCN package
dated 8-2-02 was in a High Quality Water (HQW) zone. However, sites #1, #2, and #3
appear to be out of the HQW zone, with flow away from the zone as depicted in the
Environmental Sensitivity Base Map for Montgomery County and the corresponding topo
map (copies included). There was an error on my part, as I had neglected to edit the
cover letter to reflect my findings, for that I apologize. I would also mention that Ken
Averitte and I.had discussed issues concerning the HQW zone when we reviewed site #6
on this road in August.
All work on this project will be done in compliance with the provision of the current
NCDOT Best Management practices for protection of Surface Waters Manual, which
does include special provisions required when working in HQW zones. We will also
include the requirements stated in your letter, which are not covered by our manual. I
have discussed these provisions with the County Maintenance Engineer, and the Bridge
Maintenance Engineer, in charge of construction on this road.
The crossing at site #4 was designed to minimize the impact to the stream channel. The
Channel is linear, well defined, and has limited slope which should allow the invert of the
pipe to be buried to the required lft depth, maintaining the natural flow and minimizing
head cut as well as down stream scour. Included is a revised drawing for crossing #4 with
rip rap included for road shoulder and stream bank stabilization. The natural armoring
FILE COPY
P. O. Box 1067, ABERDEEN, NORTH CAROLINA 28315
PH6NE [phone] FAX [phone]
000.0 ?Ilkl
present may allow us to reduce the amount of rip rap along the channels more than
pictured.
Sites #1 & #2 are minimal flow linear intermittent streams that carry water mostly during
rain events, and are not likely to require armoring.
Site #3 is a more complicated crossing requiring the installation of toe wall on both ends
of the pipe for stabilization. The channel as it exists has scoured to rock on both ends; we
are attempting to minimize the rip rap on the site by aligning the pipe in the existing
channel as closely as possible and burying the invert of the pipe to the required 1-ft.
Please note that existing site conditions may limit our ability to bury the invert due to
bedrock in the stream bed. I am including a revised drawing with rip rap added for
stabilization. If during construction we find that the existing natural stone in the channel
is sufficient for stabilization we would like to eliminate as much of the rip rap as
possible.
It should be noted that this area of Montgomery County has more elevation than most
areas in Division 8 and several of these crossings have long ago scoured to bedrock,
making it difficult to achieve the goal of burying the invert. In those cases the Engineers
have elected to use poured concrete toe walls to anchor the ends of the pipes.
In all case we are planning to minimize the use of rip rap in the stream channels.
If you have questions or concerns about any other aspects of our plans please contact me.
Sincerely,
62-/- 6 41b-
Art C. King
Division Environmental Officer
cc: Mr. W. F. Rosser, P.E.
Mr. Richard Spencer, U.S. Army Corps of Engineers
Mr. Garland Pardue, U.S. Fish and Wildlife Service
P. O. BOX 1067, ABERDEEN, NORTH CAROLINA 28315
PHONE [phone] FAX [phone]
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G
20 o so .o EXISTING PL 4N
PLANS
Prwed 4 fit
WfMY OF MRS RoPA XaV DiSlAmct oFm GENERAL DRAWING
Puy a 48' CORRUGATED METAL PIPE PRUCERW
24M M OF WAY PUPS MM PIPE NO 4
SM)TO ff.
MONMAOY COUP N - SR 0
l?l'SIRCCI1aY PLl.YS DAM rt
U ST. 0 DKO49 DM POTSta I46+?S
j 1 l\V1 VJL'L l-l.nly
r
BERM DETAIL
FILTER FABRIC
PIN ABC'.STONE :.. -FLOW
BERM.
l -
DIVERSION DETAIL
?P!N
FILTER
FABRIC LINER
TEMPORARY DIVERSION
f\ FABRIC LINED CHANNEL
NOTES.
L) CONSTRUCT TEMPORARY DIVERSION CHAArLVEL
& INSTALL TEMPORARY PIPE
2.) INSTALL TEMPORARY STONE BERMS AND
OPEN TEMPORARY DIVERSION CHANNEL
3.) REMOVE EXISTING 48" CMP
4.) INSTALL PIPE AND BACKFILL
5.) REMOVE STONE BERMS
6.) FILL IN DIVERSION CHANNEL AAID REMOVE
DIVERSION PIPE
-STONE BERM WITH FABRIC COVER
NOT TO SCALE
DfiW OF RMWAYS ROPRiC,M U MXC! OM
MIZ DAME
249-2002 .1 - LW OF WAY MAE DAME C t?s,m_?1t
567 nm BY 6T E Gt1FF3
1000rM Dat4CT Of a MN M MM10,Y 1LA.YS DAME ri
VY -ff.
ACDRAClf? DESf&Y
,
DIVERSION & EROSION COAiTROL -
48' CORRUGATED :NFT.ar PIPE REPIACEHB7
-PIPE NO 4
MONTGOMERY: COUNTY - SR.. U34
POML 146+Z5
CROSS SEC77ON
1 ?Oi3
I s
NOT TO SCALE
RIP RAP
I
i ?
J
PLAN
PrWed ? Ilt
OBIS OF MW
ft MOM WAYS AOfMraty DI mCT offla SITE PUN
Pura DA. 48" CORRUG47-D AML PIPE REPL4CEM7
248-I'm RW of WAY PU.YS M1E ? R t?pQ PIPE h'U 4 BY. ? carsrxtcnox PUrs an ?? MONTGOMERY COUNTY - SR HM
Dltlly BY.
P01Sr&146+25
KCCOON
lrl.r YliIIVIN

G
zo o so 40 EXISTING PLAN
PLANS
D67StQV OF MOWAYS ROCK MV Oi MCT OFFICE
BEST OF WAY A49 MM- ` ? M tt
P24S G ?
?iH mXi offla TT M93
LOCJ
?DIAC CQISIRmIU1' PLOYS mm.
CY ff.
DRl11df? OESE 'r
GENERAL DRAWING
POTSto.146+25 i ` XV v1-vaL:u L'L.filY
48' CORRUGATED METAL PIPE BRUCEM7 _
PIPE NO.4
MONTGOMERY COUNTY - SR 1134

.? ??.r1 M?JI\IV IrVYGfI '
TEMPORARY DIVERSION
FABRIC LINED CHANNEL
[ \I
I?
BERM DETAIL.
FILTER FABRIC
PIN :'ABC--STONE :.. FLOW
BERM:
DIVERSION DETAIL
PIN

F BRIC LINER I --??
NOTES:
L) CONSTRUCT TEMPORARY DIVERSION CILIM\EL
& INSTALL TEMPORARY PIPE
Z) INSTALL TEMPORARY STONE BERMS AhD
OPEN TEMPORARY DIVERSION CRAMVEL
3.) REMOVE EXISTING 48" CMP
4.) INSTALL PIPE AND BACRFILL
5.) REMOVE STONE BERMS
6.) FILL IN DIVERSION CHANNEL AND REMOVE
DIVERSION PIPE
1
Q_
ll?l
z
STONE BERM WITH FABRIC COVER
NOT TO SCALE
prwe?t
DOW aYdS i>tCI of DIVERSION & EROSION CONTROL
?Ukl DAIS 48" CORRCIGATFn MET.AI PIPE REPLACERB7
24840 LW of WAY MANS DIM u PIPE NO 4
sc?Yt?n Br MONTGOMERY: COMP - SR. M4
CQV51RCXMK Miss Da ??
at?tr n POTSta 146+15
CROSS SECTION
RIP RAP
RIP
- .L?t.c v tl L L VLF(
1
1 I 1
.I I o I
STREAM IMPACTS
TEMPORARY DIVERSION=95'
PIPE LENGTH=50'
LENGTH OF EXISTING PIPE=30'
RIP RAP LENGTH= 16'
NET IMPACT
16 I'-30'= 13 1'
NOT TO SCALE
?'I Imo'
I 1 a
fill
mJi
LAI
PLAN
Prwid ? 6b
DIYlW OF NOWAYS RO( Mig DL1MCf Offla
PUV na.
246-11M Uff OF WAY PLI.YS MIE UR I'm
SG7inm aP
wamm ow ma aoks Emm Puns na ?1
AAM DRILt?z am COM
S1TE PIAV
48' CORRUGATED WT AIL PIPE BBL4CE ST
PIPE A.4 -
MOR OMMY COUNTY - SR 1134
POTStaYWs
I .
,-3
G
Zo 20 .o EXISTING PLAN
PLANS
prwed 4 tip
Dlimy OF MRS R0fA WM DI mcr am
M OF WAY PUPS DAM L [
4- ?
2-?-20Q2
ioaMM Mom ..
All G11tSIRL?7J0H PLl iNIE DR a ?IESiGY ?i
GENERAL DRAWNG
48' CORRUGATED METAL PIPE REPLACEM7
PIPE NO.4
MONTGOMERY COUNTY - SR 0
POTSra 146+25
I 1 L\Vl vviJL 1 1.111r

v
4-
-STONE BERM WITH FABRIC COVER
V
BERM DETAIL
FILTER FABRIC
PIN ABC'•STONE -:.. -FLOW
BERM-

TEMPORARY DIVERSION
FABRIC LINED CHANNEL

J
F BRIC LINER
3, I
_ DIVERSION DETAIL
NOTES:
1.) CONSTRUCT TEMPORARY DIVERSION CFLtViEL
& INSTALL TEMPORARY PIPE
Z) INSTALL TEMPORARY STONE BERMS AND
OPEN TEMPORARY DIVERSION CHAMVEL
3.) REMOVE EXISTING 48" CMP
4.) INSTALL PIPE AAA BAC (FILL
5.) REMOVE STONE BERMS
6.1 FILL IN DIVERSION C
NOT TO SCALE
Prpt 4tf
OW OF 312WES ROCtMU = a M
pue Da.
1 Ib 1001::: IW OF WAY PUNS NM- to=
SUFEETFD U. DOW .
LOa4J6IiiW DISitRT OFRa LbrSll La wr PL+.YS am ?t
?? WX X.- ABAt1AGE A65R?Y
HAM1?L A11tD BEHOVE
I DIVERSION PIPE
DIVERSION & EROSION COMOL
4" CORRUGATED MHar PIPE RFPLACEENT
PIPE NO 4
MONTGOMERY: COUNTY - SR 11344
POTS'to.146+ZS
3
CROSS SEC77ON
RIP RAP
RIP
L:L.? Y!i L LVl?(
I I
STREAM IMPACTS
TEMPORARY DIVERSION=95'
PIPE LENGTH=50'
LENGTH OF EXISTING PIPE=30'
RIP RAP LENGTH= 16'
NET IMPACT
16 I'-30'= 13 1'
NOT TO SCALE
ELL(
i
il
J
PLAN

PrWed 4lb
OF tears 1mraim varRter oma
SITT PLY
Pula NM- 48" CORRUC?TED MAIL PIPE RE MCEMT
t
arm aa-ro? air ?aY.PUVS wt? WIRU MOO— R c PIPE N0:4
toamm mw m 'WoffG lwy COUNTY - SR 1134
oa+srxtrox rur? w ae?r ?? POTSta 146+25
wri ff. kccoom

G
so
hill o so 40 EXISTING PL 4 t
PLANS
DliMY OF sGflWAIS ROfAI'G a Ol mcl OFFICE
t-aaM
SUDIM tOOMM oW offla
DLIFY ff.
kcoofm
fUGET OF WAY PLO3 DAM I -M7 tt
WWII MIAMI FUU Mt I rt Mcia 090 GM U DRAWSG
48' CORRUGATED METAL PIPE REPLACEMENT
PIPE NO.4
MONTGMMERY COUNTY - SR 1134 :.
POTSta 146+25
i L l?Vl VJGL I-1-ally
TEMPORARY. DIVERSION
FABRIC LINED CHANNEL
I I
I
DIVERSION DETAIL
-91
?aIN
FILNLINE,,L==T:'
FA3'
BERM DETAIL
FILTER FABRIC
PIN ABC STONE, :.. -FLOW
BERM-
NOTES:
L) CONSTRUCT TEMPORARY DIVERSION CHANCEL
& INSTALL TEMPORARY PIPE
Z) LVSTALL TEMPORARY STONE BERMS AND
I I OPEN TEMPORARY DIVERSION CHANNEL
3.) REMOVE EMS772VG 48' GIMP
4.) LYSTALL PIPE AND BACKFILL
5.) REMOVE STONE BERMS
6.) FILL IN DIVERSION CHANNEL AND REMOVE
DIVERSION PIPE
I ?
I ? I
J
-STONE BERM WITH FABRIC COVER
NOT TO SCALE
I A
Prey ? 1.e
mm GF ?lys '??CT DIVERSION & EROSION C0MOL
MAU Da. 48' COR_RUGATFn :NFTA1 PIPE PHUCERBT
2434 LW G WAY MAMS DAM c c N?dCK PIPE NO 4
SUFIM sr MONTGOMERY. COUNfY - SR B34
002" DW Ma DMEY ff. catmtnc?ox nti+ts a non nESrriv t POTSta 146+2S
CROSS SEC77ON
RIP
J
fill) i
i
PLAN
NOT TO SCALE
PrWed * ht
MW OF MAYS R0f1?11LON OW o? SfTE PUN
PUC DAM 48" CORRUG ED ALTA.L PIPE REPL?1CEMT
2
46-x'002 AW OF WAY PUld DAM c t n?aaDC PLPE A. 4
Aim
WOUNM Dff. t o F d4 MOMMOMERY COUIVIY - SR N
ADGItl? MW MW Pcti?s DAIL 0fa-42 DM ?? POTSra 146+25
RIP
i r
? I
RAP I I o
F M IMPACTS
RY DIVERSION=95'
GTH=50'
OF EXISTING PIPE=30'
LENGTH= 16'
NET IMPACT
16 I'-30'= 13 1'
` n
I
"J kLb VAT ION
I I
A
G
20 0 20 40 i
EXISTING PLAN
PLANS
PrWed ? lb
Dfi15R'.Y OF MAYS ROCRWR ISISIR(CT UM
- PW Nm. RHO OF WAY PLAS &M-
24M
SWIM dY
tOCJlIG m D6fpCT ORE CQl'b7RLm PUld DALE
[tL
AC
GFIMW DRAW NG
ELM 48' CORRUGATED METAL PIPE REPL4CEUW
. PIPE NO 4
MOM MARY COUMlY - SR BY:
_
Wig DEW `I POTSra 146+Z5
i 1 l\Vl- VJGLJ
I. ?- I I
TEMPORARY DIVERSION
FABRIC LINED CHANNEL
I_
i
?a
BERM DETAIL
FILTER FABRIC
PIN • ABC•-STONE -:.. FLOW
BERM
DIVERSION DETAIL
II
// PIN
FILTER
FABRIC LINER
NOTES:
L) CONSTRUCT TEMPORARY DIVERSION CIL4MVEL
& INSTALL TEMPORARY PIPE
2.) INSTALL TEMPORARY STONE BERMS AAD
I I OPEN TEMPORARY DIVERSION CHAMNEL
3.) REMOVE EXISTING 48- CMP
4.) INSTALL PIPE AAD BACKFILL
S.) REMOVE STONE BERMS
6.) FILL IN DIVERSION CIL420M AND REMOVE
DIVERSION PIPE
I ?
v
-STONE BERM WITH FABRIC COVER
NOT TO SCALE
m
Prpv 4 tic
DIW OF Nl2wsys Roorailt =a °m DII'ERSION & EROSION COMTROL
Meta > 48° CORRUGATED METAL PIPE REPLdCERBT
.2-11-2002 : -
OF WAY PLOYS AtI2c PIPE NO.4
BY. MONTGOMERY: COUNTY - SR 1134
Law PLl.YS na ri
Y Mmae 46E DAY Ponta 146+25
kc. coo"

RIP
CROSS SECTION
RIP RAP
NOT TO SCALE
1
J
PLAN
PrWed ? Cc
DIF151QY OF MOWAYS ROfoag DISTRICT OFFICE
Mu an-
2484M LW OF WAY PUYS MM C R` j
sun= MMOIWX DW Ma
?M CQISTRLCIIOM PLO MIE
n
nR+n? DM
SnF PLAN
48' CORRITUP-D ARAL PIPE RULACE4iF.RT
PIPE NO 4
IKONT AMY COURY - SR Hy
POTSm.l WS
L+L.Z V t1 L l VLF(
1
G
20 0 20 40
PLANS
EXISTING PLAN
D1 MY OF BYWAYS ROMAN DlS2W OFPICB
PUV MIE
24M
SLIM Ma" DM K7 Of a
WO BY.
plc COCIM
LW OF WAY MM MM-
OQI'S1Rmm Pula DAZE
GENERAL DRAWING
I 48' CORRUGATED METAL PIPE RMACEWW
-? PIPE NO.4
SiONMAOY COUNTY - SR RM
MltYAGE !fir 't POTSta 146+15
i r lwa- v.?l a? r c.tiIN
TEMPORARY DIVERSION
FABRIC LINED CHANNEL
M

BERM DETAIL
FILTER FABRIC
PIN ABC STONE :.. FLOW
BERM. .
DIVERSION. DETAIL
??IN
FILTER
FABRIC LINER
i
NOTES:
L) CONSTRUCT TEMPORARY DIVERSION CILCMYEL
& INSTALL TEMPORARY PIPE
2.) INSTALL TEMPORARY STONE BERMS AND
{ OPEN TEMPORARY DIVERSION CHANNEL
3.) REMOVE EXISTING 48" CMP
4.) INSTALL PIPE AND BACKFILL
S.) REMOVE STONE BERMS
6.) FILL IN DIVERSION CAANYEL AND REMOVE
1 DIVERSION PIPE
J
-STONE BERM WITH FABRIC COVER
NOT TO SCALE
ftWed 4
D1F1,51QY OF MMM ROQQ.1 N DiSrW OFF7C6
pue ME
1 Ib 1D02 1110 OF WAY. MANS NM- C IBM
10M" DWOFRa COVSIRtCItaY 1GLV3 lN1E n
DLIFY ff.
lkccooifm
DIVERSION & EROSION CONTROL
48' COR LIGAT'E_D M-1 PIPE REPLKEEN7
PIPE NO 4
MONTG AOT COUNTY - SR. V
POITia.146+25
3
RIP
CROSS SECTION
?s
RIP RAP
NOT TO SCALE
j
PLAN
STREAM IMPACTS
TEMPORARY DIVERSION=95'
PIPE LENGTH=50'
LENGTH OF EXISTING PIPE=30'
RIP RAP LENGTH= 16'
NET IMPACT
16 I'-30'= 13 1'
PrWed 4 fte
D6>51QU OF MWAYS ROP?5T, N Dl WCi OFRU
fula DAIS
2484W M OF WAY PUV UM- C R Hm
UBM BY. mollm DIM "a
,r
XMu_ caVSrxtlcrIOx PW WE
ly BY: oR?? WM
SHE PLY
48" CORRUGATED MAL PIPE RULACEifFNT
PIPE NO' 4
MONMARY COUNTY SR BY
POTSta.1 WS
GL.G V AI L L VLSI

i
? I V.l? r_nw? ni In rAorw- k-uvt,t
NOT r0 SC4LE
MW °?M RO°QU ° ° DIVERSION & EROSION COMROL
?Ulu
UM. 44' COR_RUGMED Al-M-1 PIPE REPLKERB7
i NW OF WAY PEW DAM PIPE NO.4
swm
toaNm D a m tS1137REW ILM DAM ?? MON1rOM T CO[iMY - SR U34
AMA nct? POM 146+25
RIP
CROSS SEC77ON
RIP RAP
NOT TO SCALE
J W
?.
PLAN

STREAM IMPACTS
TEMPORARY OIVERSiON=9r-'
PIPE LENGTH=40'
LENGTH OF EXISTING P!=E:=3G'
RIP RAP LENGTH=16'
NET IMPACT
16 I'-301= 13 1'
MW OF M
.a mum 7ers MMIZ U DtSiRiCf ME SITE PUY
r
x m N. M. 48' CORRC'G RJI PPE REPUCLiiEf
2116-I'm LW OF WAY PLO AM- Wm m PIPE No 4
SEVEI.DT IT.
nabr!l
ROOWUw 06itiC( 0 a MWCC W PUV WE rl -wol TGOlwy C0657Y - SR 0
Djurf Jr. rA?n r POTSra AWS
kt CX%U4
J LLE VAT 7ON

.+ . v?.? u_•uvi TV i n r NORM„ UUVZ,(
NOT TO SCALE
ftw!d 4,'
MW OF MTM IO¢MV. MW on DIVERSION & EROSION COMM =rw MAI Da 48' COR_RUGME_n-.PH PIPE RUMCEM7
r41 JAI QF WJY Mild DAM L U Ica PIPE NO.4
KX2" D a c MO??TGOIKERY_ COIlNIY - SR lI
ABC C]W CQ131R[CIIQY 1L11? AlIE
[AM -0h-i POTSta IIb+ZS

CROSS SEC77ON
RIP RAP
RIP
1
STREAM IMPACTS
TEMPORARY OIVERSiON=?:'
PIPE LENGTH=40'
LENGTH OF EXISTING PIPE=30'
RIP RAP LENGTH= 16'
NET IMPACT
16 I'-30'= 13 1'
r
I
tV
NOT TO SCALE PLAIil
Pr!w!d *:,t
?Liz ,,a- I8'CORRUG47-I? AML PPE RULICEiBT
24111m MT C HAY ?LW na- c t roc PIPE A. 4
Nowt" w :4f0?YTGO,?iERY CONY SR II3I
mr(3? ola tQi?tR[L"lI?Y PLUS t1AIr CRiLtlGC c Y ?1 POTSrb l&B
ACCOM4 - -
- ?1 "?- Yfi L 1 Vl?(
r
rKWLGT REFERENCE NO- SHEET -m
I IF
PERMANENT STREAM RELOCATION
(SEE DETAIL)
PROPOSED R/W
P
PROPOSED R/W
80' (NET) OF EXIST. STRE
TO BE FILLED IN
(120' STREAM - 40' PIPE)
PROPOSED PLAN
GRA
20 0 20 40 /
hdllkFm? T RE?/
PLANS Sj EXISTING PLAN

DMSI4Y OF MWWAYS ROCRIVGRV DlSIRICT OFFICE
PU,'S a+>E
1244-01 RIGHT OF WAY PLANS DAM
HfOdq(
U HM
DESIGN H.
La

NELSON
DRAIW U
,

CONSTRUCI20N PLW HE

rt
.
A. C COON
DRALYAf? DES/GN

GE1EM DRAWLVG
I03' X 71' CMPA PIPE REPLACEMENT
PIPE NO 3
MONTGOMERY COUNTY - SR 1134
POTSta 85+60

BERM DETAIL -
FILTER FABRIC
PIN ABC- STONE, -FLOW
-."- BERM. .
PROPOSED RIW
Iax lo•
SILT BAG
PROPOSED R/W
I o0off-
?N??S REa
4
STONE BERM WITH FARRir rnvrp
NOTES:
L CIIANNEL CHANGE DUE TO ALIGNMENT
CHANGE.
Z INSTALL STONE BERM AT INLET END.
PUMP ACCUMULATED WATER AS REQUIRED.
3. INSTALL 103"X 71" CMP ARCH. PLACE SILT
FENCE AS REQUIRED.
4. CONSTRUCT PROPOSED STREAM CHANNEL
AND VEGETATE.
S. PUMP ANY ACCUMULATED WATER TO SILT
BAG PRIOR TO OPENING STONE BERM.
6. REMOVE BERM, SEED & MULCH.
NOT TO SCALE
EXISTING STREAM DETAIL
7'
s,
0/5=/00 cfs V=11.4 fps
S=0.0168 fl/fl I Fes--6 FLOW DEPTH=2'
N=0025
PROPOSED STREAM DETAIL
PERMANENT SEED
V
015=115 cfs
S=OD168 f!/fl V=79 fps
FFLOW DEPTH=2'
N=0.030
ftwef 4 Ile
=ON of WMAYS ROHM M Dt MCT ° DIVERSION /EROSION CONTROL
PLANS DAZE 103"X 71" CMPA PIPE REPIACEWW
12.4 WZ OF WAY NUNS WM K ? HEM= 'PIPE NO.3
E,
? ?t . - MONTGOMERY COUNTY SR 1134
D coxsr?ucnox PLUVS DAM
A U DMGE DaGi POTStm 85+60

FILTER FABRIC ANCHORED WITH
RIP RAP TO PREVENT SCOURING
OF STREAM BED
PERMANENT STREAM RELOCATION L
(SEE DETAIL) I
2 ?.
2;_

3 3
d'
?JNEW STREAM
R 11 4 I GRA5SED
PROPOSED R/W
h F. '
RIP RAP
gd ?5 TYP.
PROPOSED R/
a0
STRi??
STREAM IMPACTS
LENGTH RELOCATED=3$'
PIPE LENGTH=80'
RIP RAP LENGTH= 30'
NET IMPACT
135'
O 103" X 71" v
D CMPA D .
p_ STREAM BED
p. D.:D p .D D
CROSS SECTl0N p ' ELEVATl0111 D
CONCRETE
TOEWALL
NOT TO SCALE
Premed 4 me
Dmsrav OF IDP,BWAYS ROCRLIM DISWCT OMU SITE PLAN
P[Axc D! 103"X 11" CMPA PIPE REPLACEMENT
12101 11lffiT OF WAY PLW DAM K t r?ac PIPE NO.3
a?uat ° MONTGOMERY COUNTY - SR RM
ly BY. CONSlROC1lON PUNS WAIF AUMGE DWGN ?s POTSra 85+60
ADDm
cmw
PROPOSED R/W
PROJECT RED
PERMANENT STREAM RELOCATION -?
(SEE DETAIL)

80' (NET) OF EXIST.
TO BE FILLED IN
020' STREAM - 40'
PROPOSED PLAN
?
T6
S
PROPOSED RV rT u,79
PROPOSED R/W - ?` \ - - - - -
EXIST. 40' - 72' CMP

GRAPHIC SCALES f?
20 0 20 40
PLANS j EXISTING PLAN
PrWed It
UMS[OA OF SAYS dOC
MEE= I¢YG8 m Dl mcr omc& GENERAL DRA WIlVG
tw Ra. 103"X 11" CMPA PIPE REPLACEmw
DIM 124a RIGBr of WAY PUNS 1A- K t Hm PIPE N0.3
R tNEiSONp coxsUtxno IMNS WE MONTGOMERY COUNTY - SR 1134
k cc cmw DM G1 DOW POTSta. &S+60
`BERM DETAIL
FILTER FABRIC
PIN AB C' STONE.:.. FLOW
BERM
PROPOSED R/W
1

FILTER FABRIC ANCHORED WITH
RIP RAP TO PREVENT SCOURING
OF STREAM BED
PERMANENT STREAM RELOCATION
(SEE DETAIL)
10, x 10•
SILT BAG
PROPOSED IR/W
ICS
STONE BERM WITH FABRIC COVER
VOTES.
L CHANNEL CHANGE DUE TO ALIGNMENT
CHANGE
Z. INSTALL STONE BERM AT INLET END.
PUMP ACCUMULATED WATER AS REQUIRED.
3. INSTALL 103" X 71" CMP ARCH. PLACE SILT
FENCE AS REQUIRED.
4. CONSTRUCT PROPOSED STREAM CHANNEL
AND VEGETATE
S PUMP ANY ACCUMULATED WATER TO SILT
BAG PRIOR TO OPENING STONE BERM.
6. REMOVE BERM, SEED & MULCH.
NOT TO SCALE
DMS1r1Y OF NGHWAYS ROClM M DlSiW OFFICE
MANS AM
4.01
aaa H a+
DRAIN BK
kccoo w

EXISTING STREAM DETAIL
7'
S,
015=100 cfs V=11.4 fps
S=00168 ffIff FLOW DEPTH=2'
N=0025
PROPOSED STREAM DETAIL
PERMANENT SEED
015=1/5 ds V=79 fps
S=O0168 ff/ff FLOW DEPTH=2'
N=0.030
IIIZ OF WAY PUNS DM-
CaYSiRU= MN DAIS
DIERS10N I EROSION CONTROL
103" X 11" CMPA PIPE REPLACEMENT
-? K Rq PIPE NO 3
MONTGOMERY COUNTY - SR' 1134
DRmDFSlfnY " POTSta 85+60
r

\d
PROPOSED WIN
PROPOSED
RIP RAP
47
"X71"
P.
D. CROSS SECTION
CONCRETE
TOEWALL
NOT TO SCALE

RIP RAP
TYP.
3 CF

STREAM IMPACTS
LENGTH RELOCATED=3$'
PIPE LENGTH=80'
RIP RAP LENGTH= 30'
NET IMPACT
135'
STREAM BED
EMVATION
Prepared 4 tle
DMSI(W OF NOWAY$ RMIGM DISWCT Offla
MAM DAM
2-4 IW Of WAY PUNS DAM ??
aa? ?8 ar`
ADR ff. CONSIR(x7TON'PUNS DAM DMMGE D 31GN u

0d
S}

SITE PLAN
103"X 11" CMPA PIPE REPLICENENT
PIPE xO.3
MONTGOMERY COUNTY - SR 1134
POTSI& 85+60
NEW STREAM
GRASSED
PERMANENT STREAM RELOCATION
(SEE DETAIL)
PROPOSED R/W

PROPOSED R/W
80' (NET) OF EXIST. STREAM
TO BE FILLED IN
(120' STREAM - 40' PIPE)
I I PROPOSER PLAN
GRAPHIC SCALES /
20 0 20 40 /
P 5 R,
s / EXISTING PLAN
Fiwed Ile
DMStaY OF M WAYS ROC[IZUW D/ WCT OMCE
PUNS Da.
U-4-01 _ WZ OF WAY MM DAM K L ou
am a :
ta am
Ca1'SIRLOOK PLANS DAIS
DRAWN 9I: DRALYATDESIGY
A. C COON ?i
GENERAL DRAWING
103"X Il" CMPA PIPE REPIACERW
PIPE NO.3
MONTGOMERY COUNTY - SR 1134
POTSta 85+60
BERM DETAIL
FILTER FABRIC
PIN ABC* STONE .:. FLOW
BERM-
PROPOSED R/W
10• x 10•
SILT BAG
?? .w.c wY. Y;CI IQ.
PERMANENT STREAM RELOCATION
(SEE DETAIL)
R/W
I C0"!
_01
STONE BERM WITH FABRIC COVER

FILTER FABRIC ANCHORED WITH
RIP RAP TO PREVENT SCOURING
OF STREAM BED
EXISTING STREAM DETAIL
7'
VOTES:
L CHANNEL CHANGE DUE TO ALIGNMENT
CHANGE.
Z INSTALL STONE BERM AT INLET END.
PUMP ACCUMULATED WATER AS REQUIRED.
3. INSTALL 103"X 71" CUP ARCH. PLACE SILT
FENCE AS REQUIRED.
4. CONSTRUCT PROPOSED STREAM CHANNEL
AND VEGETATE.
5. PUMP ANY ACCUMULATED WATER TO SILT
BAG PRIOR TO OPENING STONE BERM.
6. REMOVE BERM, SEED & MULCH.
NOT TO SCALE
Preyed ? th
MMON OF MBIYAYS ROCS( D1S1W OFF(C8
NX DAM
124-11 RIG9f OF /AY PUNS DAM
DBM 9Y
la tm _ CONS31MM MAS DAM
AC CO BY-
`4%, 2,
S,
015=100 cfs V=11.4 fps
S=0.0168 ft/ft FLOW DEPTH=2'
N=0.025
PROPOSED STREAM DETAIL
it
PERMANENT SEED
V
0/5=115 cfs V=79 fps
S00168 Rift FLOW DEPTH=2'
I&OD30

DIVERSION /EROSION CONTROL
103" X 11" CMPA PIPE REPLACERENT
PIPE NO 3
MONMOMERY COUNTY - SR 1134
DRAL,6tGB o-ow " POTStm 8S+60

\d
PROPOSED R/W T
STR%? ?
RIP
NEW STREAM
GRASSED
RIP RAP
TYP.
STREAM IMPACTS
LENGTH RELOCATED=35?
PIPE LENGTH=80'
RIP RAP LENGTH= 30'
NET IMPACT
135,
O 103" X 71"
v CM PA
p-. STREAM BED
D p.D p D. p
D. p.
CROSS SECTI0111 D CONCRETE r ELEVATION
D
TOEWALL
NOT TO SCALE
Prepared ? Ile
DNM OF MWAYS ROClMBAM D(SIRICT Offs a SITE PLAN
103-"X 11" CMPA PIPE RUMCEMEM'
12 ? AM of WAY MW DAB R PIPE NO.3
DW
0 NM B'' MONTGOMERY COUNI`I' = SR 1134
Du CO,YSiR6C1T0,MX L DAIS D DOGY POTSta. 85+60
llC COCtW
PERMANENT STREAM RELOCATION L
- (SEE DETAIL) I \
PROPOSED R/W
,+
PROPOSED R/W
i
STR j:
PROPOSED R/W
C
PROPOSED R/W
GRAPHIC SCALES
20 0 20 40 /
PLANS S %
80' (NET) OF EXIST. S
TO BE FILLED IN
(120' STREAM - 40'P
I
PROPOSED PLAN

EXIST. 40' - 72' CMP
s
EXISTING PLAN
DMM OF MWWAYS ROGliL1WH DLMCT OFFICE
PLANS DSIE
12-4-M RIGU OF WAY PLANS DA- UR mm
RI?t8S4 f
ADIGIC N ? CONSIRCCIION PLANS DAM
rt
DR NGE D rlv
GENERAL DRAWING
103"X 11" CMPA PIPE REPLACEMENT
PIPE NO 3
MONTGOMERY COUNTY - SR 1134
POTSIM &60
- BERM DETAIL
FILTER FABRIC
PIN - ' ABC * STONE FLOW
BERM• -
PROPOSED R/W
I i r. i MO.
FILTER FABRIC ANCHORED WITH
RIP RAP TO PREVENT SCOURING
OF STREAM BED
PERMANENT STREAM RELOCATION
(SEE DETAIL)
PROPOSED

? S
STONE BERM WITH FABRIC COVER
VOTES:
L CHANNEL CHANGE DUE TO ALIGNMENT
CHANGE.
Z. INSTALL STONE BERM AT INLET END.
PUMP ACCUMULATED WATER AS REQUIRED.
3. INSTALL 103" X 71" CMP ARCH. PLACE SILT
FENCE AS REQUIRED.
4. CONSTRUCT PROPOSED STREAM CHANNEL
AND VEGETATE
S. PUMP ANY ACCUMULATED WATER TO SILT
BAG PRIOR TO OPENING STONE BERM.
6. REMOVE BERM, SEED & MULCH.
NOT TO SCALE
Prepared B lip
DIMIXY OF MWWAYS ROCRDWU D1b7RlC1 OFFICE
4-010
to N a+
DRAWN BY.
RAW OF WAY PUNS AM-
QONSiRUCIHkY PUNS DATE
EXISTING STREAM DETAIL
7'
pas/ 02?\
015=100 cfs V=fl.4 fps
S--0D168 ft/ft 6' FLOW DEPTH=2'
N=OD25
PROPOSED STREAM DETAIL
PERMANENT SEED
V
015=115 ds
S=OD166 ft/ft V-79 fps
6 FLOW DEPTH=2'
N=0D30
DIVERSION I EROSION CONTROL
103" X 71" CMPA PIPE REPLACEMENT
PIPE NO.3
MONTGOMERY COUNTY - SR 1134
MMIGE DES1fnY ?j POTSta. 6+60
P -
PROPOSED R/W
LL
PROPOSED 71p
ST R P?` ,./
RIP
1 3OF 3
NEW STREAM
GRASSED
dQ?eF, t!1 RIP RAP
/? Ay TYP.
? ?/

STREAM IMPACTS
LENGTH RELOCATED=35?
PIPE LENGTH=80'
RIP RAP LENGTH= 30'
NET IMPACT
135'
O 103X 71" -
C``4 O STREAM BED
p. D. p. D. p- p
D. D.
D p.
CROSS SECTION ` CONCRETE ELEVATION
TOEWALL
NOT TO SCALE
Prwed 4Ife
MISJQV OF MAYS Roca DISTRICT DFFR:E SITE PLAN
103'X 11" CMPA PIPE REPLACEMENT
U. m JUGU OF WAY rAE DAM K? PIPE NO.3
O BY. MONTGOMERY COUNTY - SR RM
ADC cONStRpCIJOx MM DAIS DRAINAGE DfSIfnY POTSu 8S+60
PERMANENT STREAM RELOCATION
(SEE OETAIL)
PROPOSED R/W

PfiOMSED R/W
/ 80' (NET) OF EXIST. STRE
I/ 70 BE FILLED IN
020' STREAM - 40' PIPE)
PROPOSED PLAN
ST R6
GRAPHIC SCALES f
20 0 20 40 /
P 5 RE??
LANS / EXISTI11l9 PLAN
Dm= OF H1MYS R0CRL WU DIS CT Ogg
PINS Dim.
1244 RIGHT Of WAY PUNS AM -UR mm
DEM ff.
?3°f?fCFiT u
ta mm ??
WN a.
C0NS7RGL7l0N PUNS MIE C. COON DRAMWAAGE DIM
REFERENCE NO.
s
GENERAL DRAWING
103' X 11" CMPA PIPE REPLACEMENT
PIPE NO.3
MONTGOMERY COUNTY - SR 1134
POTSm 85+60

BERM DETAIL
FILTER. FABRIC
PIN ABC STONE :.. FLOW
BERM • - . . .
PROPOSED R/W
- L
FILTER FABRIC ANCHORED WITH
RIP RAP TO PREVENT SCOURING
OF STREAM BED
PERMANENT STREAM RELOCATION
(SEE DETAIL)
10' x 10•
SILT BAG
PROPOSEDIR/W

i
STONE BERM WITH FABRIC COVER
j •.
?N??S RAP
VOTES.
L CHANNEL CHANGE DUE TO ALIGNMENT
CHANGE.
Z INSTALL STONE BERM AT INLET END.
PUMP ACCUMULATED WATER AS REQUIRED.
3. INSTALL 103" X 71" CMP ARCH. PLACE SILT
FENCE AS REQUIRED.
4. CONSTRUCT PROPOSED STREAM CANNEL
AND VEGETATE.
S. PUMP ANY ACCUMULATED WATER TO SILT
BAG PRIOR TO OPENING STONE BERM.
6. REMOVE BERM, SEED & MULCH.
NOT TO SCALE
EXISTING STREAM DETAIL
7'
0/5=/00 cfs V=11.4 fps
S=0-0168 ft/ft FLOW DEPTH=2'
N=0D25
PROPOSED STREAM DETAIL
PERMANENT SEED
V
015=1/5 cfs
S=OD168 ft/fl V-79 fps
6 FLOW DEPTH=2'
N=0D30
PrWed 4 Ile
DNIMaY OF ®P, UYS tOa1GM DIb7RIC1 OFFICE
MAZ DAZE
12-4 NGH OF FAY MANS AM- mm H®dp(
DESIGN BE: Brim _u
to tm CONS E]MON PUNS DAM ,r
ACAC11 DRILYAGE DESIGN
DIVERSION I EROSION CONTROL
103" X TWA PIPE REPLACEMENT
PIPE NO.3
MONTGOMERY COUNTY - SR 1134
POTStm 85+60
I `

\a
PROPOSED ROW
Q!
PROPOSED
% 01-
a0
5T?'
RIP
O 103 X 71"
D CMPA D O
p. D. p. p D.p.
D.
D
CROSS SECTION "
CONCRETE
TOEWALL
NOT TO SCALE
re`, .
NEW STREAM
GRASSED
RIP RAP
TYP.
STREAM IMPACTS
LENGTH RELOCATED=35'
PIPE LENGTH=80'
RIP RAP LENGTH= 30'
NET IMPACT
STREAM BED \
ELEVATION
PrWed 4 Me
DNW Of MMAYS RO=W DMECT OFFICE
MANS M
124-0 AW OF WAY PEWS DAIS K R
DESFGlP BY.
ADO COHSIRGCIION MANS DAIS rt
WN BY: pRA4tilGE DEW
SITE PLAN
I03" X 11" CMPA PIPE REPLACEMENT
PIPE NO.3
MONTGOMERY COIINIY - SR RM
POTS1a. 8S+60
PERMANENT STREAM RELOCATION
(SEE DETAIL)
PROPOSED "

PROPOSED R/W
80' INET) OF EXIST.
TO BE FILLED IN
(120' STREAM - 40'
PROPOSED PLAN
GRAPHIC SCALES
20 0 20 40
PLANS
j" EXIST1111G PLAN
PrgaTa1 ? Ife
DMION Of M2WM V MkGBAM D1MCT Of1'7CE
PUNS DAM
1244 RGET OF WAY PUNS DAZE Mm
DEW BY
M NW 12VOLMN PUNS DAIS rt
DRALYAfB DESIGN
it COON

PROJECT REF REr1C M0. SHEET MO.
t W 3
GMRAL DRAWING
I03' X 11" CMPA PIPE REPLACEMENT
PIPE NO 3
MONTGOMERY COUMY - SR 1134
POTSM 85+60

- BERM DETAIL
FILTER FABRIC
PIN - ' ABC • STONE :.. FLOW
BERM-
PROPOSED R/W
L
FILTER FABRIC ANCHORED WITH
RIP RAP TO PREVENT SCOURING
OF STREAM BED
PERMANENT STREAM RELOCATION
(SEE DETAIL)

PROPOSED
I C?
STONE BERM WITH FABRIC COVER
EXISTING STREAM DETAIL
7'
S?
015=100 cfs V=11.4 fps
5=0.0168 ft/ft 6 FLOW DEPTH=2'
N=OD25
NOTES.
L CHANNEL CHANGE DUE TO ALIGNMENT
CHANGE.
Z INSTALL STONE BERM AT INLET END.
PUMP ACCUMULATED WATER AS REQUIRED.
3. INSTALL 103" X 71" CMP ARCH. PLACE SILT
FENCE AS REQUIRED.
4. CONSTRUCT PROPOSED STREAM CHANNEL
AND VEGETATE.
5. PUMP ANY ACCUMULATED WATER TO SILT
BAG PRIOR TO OPENING STONE BERM.
6. REMOVE BERM, SEED & MULCH.
NOT TO SCALE
MX ?
a NW
"
DJURY BY.,
A.CCOON
WZ OF WAY MM AM
MVMLx710N MAZ ME
PROPOSED STREAM DETAIL
PERMANENT SEED
V
0/5=115 ds V=79 fps
5.0168 ft/ft FLOW DEPTH=2'
N=OD30
A
DIVERSION /EROSION COMM
103" X 11" CMPA PIPE RULACEMMW
-Mkm j PIPE NO.3
MONTGOMERY COUNTY - SR 11M
DRALtifGE DEM j POTSIm IS+60
Prwed B Ife
DNMaY GF MOWAYS ROCRL W& =a OMCE
1'e
PROPOSED WIN SR I
PROPOSED R/
STR/?? ?
RIP
N
NEW STREAM
GRASSED
Q?e? w RIP RAP
gd TYP.
S+
STREAM IMPACTS
LENGTH RELOCATED=35'
PIPE LENGTH=80'
RIP RAP LENGTH= 30'
NET IMPACT
135'
O 103" X 71"
P CMPA .
O STREAM BED
D D.D D D p
P. P.
CROSS SECTI011t D ' ELEVATI011t D
CONCRETE
TOEWALL
NOT TO SCALE
Prwed 4 fh
DrYfBIQY OF SAYS RWGIZU DISTRICT OMU SITE PLAN
MANS DATE 103" X 71" CMPA PIPE REPLACEMENT
12,4 JUGU OF WAY PLW AM PIPE NO.3 -
D= ly.
MONTGOMERY COUNTY - SR 1134
M ? CONSIRLti7H1N PIANS DAM DRAMGE DESIGN ?? POTSta. &60
AC coom
PROJECT REFERENCE NO.
PERMANENT STREAM RELOCATION
(SEE DETAIL)
PROPOSED R/W

PROPOSED R/W
80' (NET) OF EXIST. STREAM
TO BE FILLED IN
1120' STREAM - 40' PIPE)
PROPOSED PLAN
ST?'
PROPOSED RM
PROPOSED R/W ?? - - - -
EXIST. 40' - 72' CMP
I
GRAPHIC SCALES /
20 0 20 40 /
5 RE??
PLANS / EXISTING PLAN
D!VlSI4Y OF MGMYS ROM1G8 V DIS cT OFFICE
PLIES ME.
v4_m RGUT OF WAY PUNS MM Mm
f m
DEM 9Y
La 1'm CMSIRI,C m PLO AA t
Am GE DESIGN
C dC x > BY.
GENERAL DRAW NG
101' X 11 A CMPA PIPE REPIAC&IKW
PIPE NO 3' -
MUMMERY COWN = SR 1134
POTSta 85+60
-- I ]I4c,
BERM DETAIL
FILTER FABRIC
PIN .. ' ABC "-STONE -FLOW
BERM.
PROPOSED R/W
10• x 10•
SILT BAG
R/W

PERMANENT STREAM RELOCATION
(SEE DETAIL)

FILTER FABRIC ANCHORED WITH
RIP RAP TO PREVENT SCOURING
OF STREAM BED
11
STONE BERM WITH FABRIC COVER
EX/STING STREAM DETAIL
L CHANNEL CHANGE DUE TO ALIGNMENT
CHANGE.
Z INSTALL STONE BERM AT INLET END.
PUMP ACCUMULATED WATER AS REQUIRED.
3. INSTALL 103" X 71" CMP ARCH. PLACE SILT
FENCE AS REQUIRED.
4. CONSTRUCT PROPOSED STREAM CHANNEL
AND VEGETATE.
S. PUMP ANY ACCUMULATED WATER TO SILT
BAG PRIOR TO OPENING STONE BERM.
6. REMOVE BERM, SEED & MULCH.
NOT TO SCALE
7'
02s/ O?cj?
of5= 00 cfs V=11.4 fps
S=0D168 ftlff FLOW DEPTH=2'
N=0.025
PROPOSED STREAM DETAIL

PERMANENT SEED I
015=N5 ds
S=OD168 fl/f1 V-79 fas
FLOW DEPTH=2'
N=0D30
ftwei B It
DIM & OF 6ff,81FAYS ROME* MI57RICf OJM
?-4-M DAZE
E f OF WAY PUNS ME K ? HEDgO(
DIEM 9Y
U NM CONSI UMOK PUNS DAIE ?i
DJUNN BY. DRADVAGE DESIGN
DIVERSION IEROSION CONTROL
103" X 11" CMPA PIPE REPLACEMENT
PIPE NO.3
MONTGOMERY COUNTY - SR 1134
POTSra 8S+60

A
PROPOSED R/W
PROPOSED R/W
?d
X114
106
i.
0STR

RIP
NEW STREAM
GRASSED
RIP RAP
TYP.
3
STREAM IMPACTS
LENGTH RELOCATED=3$'
PIPE LENGTH=80'
RIP RAP LENGTH= 3d'
NET IMPACT
135'
O 103 X 71"
D CLA D
p O STREAM BED
.pD.. .D..p. p.
D. D.
CROSS SECTJo p ' ELEVATION p
CONCRETE
TOEWALL
NOT TO SCALE
Pre{nral ? tie
MM OF SAYS ROC NNI DM CT Ma SITE PLAN
mm Da. 103" X 11" CMPA PIPE REPL49Y NT
12-4 IUGU OF WAY MM M L A& pi PIPE NO.3
Bm BY. asmur
dp(1850PI MOM= PUNS DAIS n MOH MMERY COM - SR 1W
A? DRA6YAGE Div POM& 85+60
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No. 021231
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
FILE CAPY
1. Check all of the approval(s) requested for this project:
AUG - 6 2002x,
® Section 404 Permit
Section 10 Permit a WETLANDS GRGilp
® 401 Water Quality Certification 4 PM! O`• `:1-(TY SECT&I
Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide #14 & #33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: F
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
II. Applicant Information
Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: W. F. Rosser. P.E.. Division Engineer
North Carolina Department of Transportation Division 8
P.O. Box 1067
Aberdeen, North Carolina 28315
Telephone Number: 910-944-2344 Fax Number: 910-944-5623
E-mail Address: brosserna.dot.state.nc.us
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: Kevin R. Hedrick, P E District Engineer
Company Affiliation: NC Department of Transportation
Mailing Address: 219 Clemmer Road
Rockingham. NC 28379
Telephone Number: [phone] Fax Number; 910-582-7065
E-mail Address: krhedrickn.dot.state.nc.us
1 jI t f ? ?'F ?( 1
Y
-5-f ??
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 ofproject: SR 1134 Pipe Replacements and Extensions. Sites #1 #2 #3 & #4
2. T.I.P. Project Number or State Project Number (NCDOT Only): 6.552045T
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Mont omerv Nearest Town: Troy
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Take NC 109 north from Troy
approximately 3 miles. Turn right onto SR 1134 and travel to end of pavement Thence
along unpaved portion of SR 1134 for approximately 4 miles to SR 1303
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
7. Property size (acres
8. Nearest body of water (strewriver/sound/ocean/lake): Barnes Creek
9. River Basin: Pee Dee
(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/.)
-6-
10. Describe the purpose of the proposed work: Replace and extend pipe crossings for
improvement of SR 1134.
11. List the type of equipment to be used to construct the project: Trackhoe, backhoe,
gasoline tamp
12. Describe the land use in the vicinity of this project: Rural
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. /
Nei?, 144; J -fn nu)& 02 •0$?3 /-;
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
-7-
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
linear feet
Type of Wetland***
Sites : 1,2,3,4 None

' 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 floodplams are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local flpodplain maps. Maps are available through the FEMA Map Service Center at 14800-358-9616, or
online at hqp://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:
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)
Site #1 P 50' UT of Spencer Crk. 1-3' I
Site #1 T 20' " "
Site #2 P 26' 2-3' I
Site 93 P 80' 4-6' 1
Site #3 T 35' "
Site #4 P 50' UT of Barnes Crk 3-5' I
Site #4 T 45'
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 14800-358-9616, or online at
www.uses.Qov. Several intemet sites also allow direct download and printing of USGS maps (e.g., Nv%Nw.topozone.com
,.vN%w.mapguest.com etc.).
Site 1: 70'
Site 2: 106'
Site 3: 115'
Site 4: 95'
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
None

List eacn impact separately and identify temporary impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): f-] uplands F? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
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.
N/A
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
-9-
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
hqp://h2o.enr.state.ne.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
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 hn://h2o.enr.state.nc.us/n:m/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet):
-10-
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 F]
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 F-1 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 identi fy )?
Yes E] 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* (squimpct are feet) Multiplier MiRequired
tigation
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.
- 11 -
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
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.
Neither the current impervious cover (eravel road bed) nor the new proposed impervious cover
(asphalt pavement) will exceed 30% of the total site area Erosion control devices appropriate to
the site will be utilized on this project which may include silt fences check dams and storm
water retaining basins.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) 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).
N/A
-12-
V-?C
29 JZ ( 2co Z-
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
PIPE COORDINATES
FOR
SR 1134 - MONTGOMERY COUNTY
Pipe No.
1
2
3
4
5
6
7
Station
13+25
19+34
85+60
146+25
184+40
209+67
221+50
Latitude
N 35° 25.778'
N 35° 25.865'
N 35° 26.885'
N 35° 27.825'
N 35° 28.221'
N 35° 28.506'
N 35° 28.642'
Lonzitude
W 79° 57.088'
W 79° 57.148'
W 79° 57.431'
W 79° 57.671'
W 79° 58.160'
W 79° 58.490'
W 79° 58.649'
d

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. ...,....Z? -VJ,-IgI A 77 c ? au Long "T" avuruinu: uakaa 1 1000 8 Sada 1 .25,000 Detail: 13-0 Dalu=WGS84
PROPOSED PLAN
PROPOSED R/W
---------r-
a ?I
EXIST_ -28' OF - 24' TERRA COTTA ----- ------------ ----
PROPOSED R/W
EXISTING PLAN
GRAPHIC SCALES
20 0 20 40
11111 mom, 1::?
PLANS
Prwed B Be
DMSION OF HIGHWAYS ROCRL1iGRW DISTRICT OFFICE
PUM DA2
248-2001
SUAMB BY.
ROCMQUbt DISTRICT OFRCE
DRAWY BY:
A.C. COCHRAN
RIGHT OF WAY PL9hR DATE
CONSTRUCTION PLANS DATE
GENERAL DRAWING
36" CORRUGATED METAL PIPE REPLACEMENT
K R HEDpac PIPE NO.I
MMGT Mom MONTGOMERY COUNTY - SR IM
DRALIGIGF DESI?Y ?a POT&L B+25
S
BERM DETAIL
FILTER FABRIC
PIN ABC'-STONE FLOW
BERM.
EXISTING STREAM DETAIL
}
0=3J6 cfs V=42 fps
S=0.0343 ft/ft FLOW DEPTH--OS
N=OD3
STONE BERM WITH FABRIC COVER
1
O
J
Lu-
STONE BERM WITH FABRIC COVER
NOT TO SCALE
PROPOSED STREAM DETAIL
61
PERMANENT SEED
0=32J cfs V=7J3 fps
S=OD343 ft/ft FLOW DEPTH=f
N=0.03
NOTES:
L INSTALL TEMPORARY STONE BERMS.
2. REMOVE EXISTING 28' OF 24" TERRA COTTA PIPE
3. INSTALL PROPOSED PIPE AND BACKFILL.
4. REMOVE TEMPORARY EROSION DEVICES.
DMSIQY OF HIGHWAYS ROCKLIGgAV DISTRICT OFFICE
244 Mm.
2484002 RIGHT OF WAY PLW MM K R HEDW
?,
SLRYEYED BY. DISMCT ROCAMU DlSiR1CT Offla CUNR UC770N PUNS MM rl
ADORlRBYY. DRAL1'AGE DESIGN
coo
EROSION CONTROL
36" CORRUGATED METAL PIPE REPLACIMEW
PIPE NO.1
MONTGOMERY COUNTY - SR B34
POTSta.13+25
PROJECT REFERENCE NO. SHEET NO.
3 OF 3
SR 1134
O36"RCP
STREAM BED
CROSS SECTION 0-5' ELEVATION
1 1
STREAM IMPACTS
PIPE LENGTH=50'
LENGTH OF EXISTING PIPE=30'
O
Ln
NET IMPACT
50'-30'=20'
i
I
( 1
J
u-
PLAN
NOT TO SCALE
Prepared Bp tt
DMSION OF RU WAYS ROCRL ON DISTRICT OFFICE SITE PLAN
PUNS DAIS owgrirm 36" CORRUGATED METAL PIPE REPLACEMENT
RIG9T OF WAY PIANB DAZE K R HEM
2-18-2002 PIPE N0.1
SURVEYED BY. DI MONTGOMERY COUNTY - SR 1134
ROaW AM DRa OFRCE CONSTR[CTION P1ANS DALE ra
DRABS' BY. DRALYAGE DESIrmy POTSI& 13+25
AC. COC W

i OF
20

GRAPHIC SCALES
20 0 20 40
PLANS
Reed B /h
DMW OF EGRAYS ROCRIYG9AM DISTRICT OFFICE
PUM DAIS;
249-2002
S(RFEYFD BE
100aGfUM DISfBICTOFFla
DRAWN BY
AC COMAN
NO OF WAY PLUS DAIS:
CONSIRLMON PUU DATE:
20
GENERAL DRAWING
24" REINFORCED CONCRETE PIPE EXTENSION
k t H®RU PIPE NO 2
DI I EN MONTGOMERY COUNTY - SR 1134
DXWGEDESIGN ?a POTSta19+34
PROPOSED PLAN
EXISTING PLAN
EXISTING PIPE `-
I
3
J
STONE BERM WITH FABRIC COVER
NOT TO SCALE
Prepared B tfe
DNISION OF NOWAYS ROCRLYGBAM DISTRICT OFFICE
PLOW DE.
2484002
SUR6;<11D BY
ROMQUM DISTRICT OFFICE
, BY:
AC cCoom
BERM DETAIL
FILTER FABRIC
PIN ABC STONE-':.. ~-FLOW
BERM'
EXISTING STREAM DETAIL
4'
0=18n cfs v=6D6 fps
S=OD281 fi/fi 2' J FLOW DEPTH=r
N=OD3
NOTES:
1. INSTALL TEMPORARY STONE BERMS.
Z INSTALL PROPOSED 16' OF 24" RCP AND BACIO:'ILL
3. REMOVE TEMPORARY EROSION DEVICES.
RIG9T OF WAY PLOYS DATE:
CONMEOON PLANS DAIS
EROSION CONTROL
24" REINFORCED CONCRETE PIPE EXTENSION
R" PIPE NO.2
Dmcr Dam MONTGOMERY COUNTY - SR 1134
DRALVAGE D&SIG.Y ?a POTSra.19+34
C4" CP
- - - - - - - - - --
CROSS SECTION
EXISTING PIPE
i
I
I
ST RL EEAM IMPACTS
LENGTH OF EXISTING PIPE=32'
I ?
NET IMPACT
16'
I
I
I
J
PLAN
NOT TO SCALE
PrWed 41t
DNMCiV OF RUWAYS RMGgkg DISTRICT OFECE
+? n? m cnrnra ?
P DATE
24-1001 NO OF WAY PLO DAZE
1-18.
Ulm BY
ROCIONGIM DMCf OFFICE CONSI 100N PUNS DATE
DAMP BY.
K COMAN
SITE PLAN
24" REINFORCED CONCRETE PIPE EXTENSION
DI K L PIPE NO.2
MONTGOMERY COUNTY - SR IM
DRMGE Dog 'a POTSta 19+34
ELEVATION
PERMANENT STREAM RELOCATION
(SEE DETAIL)
PROPOSED R/W
PROPOSED R/W
BO' (NET) OF EXIST. STREAM
TO BE FILLED IN
(120' STREAM - 40' PIPE)
PROPOSED PLAN
1 \
S,
PROPOSED R/W
EX/ST g- _

PROPOSED R/W
/ `EXIST. 40' - 72' CMP
GRAPHIC SCALES j?
20 0 20 40
FLANS Sj EXISTING PLAN
Prepared 4 tt
DIVISION OF HIGHWAYS ROCUMV DI=CT OFFICE
M3 DAIS
U4-01
Ka k'HSONY;
DRIJN BY.
A. c CON N
RIGHT OF WAY PLO DAIS; I L R NEDOq(
WINUKLUUN PlAN51JA1 to
DRALVAGE DESIGN
GENERAL DRAWING
103" X 71" CMPA PIPE REPLACEMENT
PIPE xO.3
MONTGOMERY COUNTY - SR 1134
POTSta. 85+60
BERM DETAIL
FILTER FABRIC
PIN ABC' STONE FLOW
BERM-%
PROPOSED R/W
FILTER FABRIC ANCHORED WITH
RIP RAP TO PREVENT SCOURING
OF STREAM BED
PERMANENT STREAM RELOCATION
(SEE DETAIL)
,+

PROPOSED
%x
STONE BERM WITH FABRIC COVER
1. CHANNEL CHANGE DUE TO ALIGNMENT
CHANGE.
2. INSTALL STONE BERM AT INLET END.
PUMP ACCUMULATED WATER AS REQUIRED.
3. INSTALL 103" X 71- CMP ARCH. PLACE SILT
FENCE AS REQUIRED.
4. CONSTRUCT PROPOSED STREAM CHANNEL
AND VEGETATE.
5. PUMP ANY ACCUMULATED WATER TO SILT
BAG PRIOR TO OPENVVG STONE BERM.
6. REMOVE BERM, SEED & MULCH.
NOT TO SCALE
PUSS DATE
U44
Dm BY.
la NM
DRAIN BY.
AC COD N
DIVISION OF NOWAYS ROCRWMV DISTRICT OFFICE
NO OF WAY PLANS DALE
CONS31MON PLANS DAIR
EXISTING STREAM DETAIL
T
ors 02?\

/ C?l
0/5=/00 cfs V=11.4 fps
S=OD168 ft/ft 6' FLOW DEPTH=2'
N--0D25
PROPOSED STREAM DETAIL
/'
PERMANENT SEED
V
Ot5=115 cfs V=79 fps
S=OD166 ff/ft 6' FLOW DEPTH=2'
N--0D30
DIVERSION I EROSION CONTROL
103"X 7I" CMPA PIPE REPLACEMENT
- M pl PIPE NO.3
MONTGOMERY COUNTY - SR 1134
m4wGE DESIGN LE POTStm 85+60

?h

PROPOSED WIN
Q\Q?.

PROPOSED WIN
STR ?'?
103" X 71
• Q CMPA P
p. D. p. p D.p.
. CROSS SECTION
NOT TO SCALE
STREAM
NEW STREAM
GRASSED
STREAM IMPACTS
LENGTH RELOCATED=35'
PIPE LENGTH=80'
NET IMPACT
1 15'
D" ELEVATION
CONCRETE
TOEWALL
DNMtW OF EIGEWAYS RWWU DIMCI OFFICE SITE PLAN
?UV DAIS m MUM MUM 103"X 71" CMPA PIPE REPLACEMENT
12.41 NGB? OF WAY PUNS DAIS K t HEDRip( PIPE NO.3
DW BY. MONTGOMERY COUNTY - SR 1134
RICK mm COMECTION PLW DAIS ?a
ww'v BY. DRAME DESIGN POTSta 85+60
K COMN I J
PY?O,CL-EO Ri{y

---F---------------

PROPoSED R/W
TEMPORARY DIVERSION CHANNEL
WITH 95 OF TRAPEZOIDAL CHANNEL
PROPOSED PLAN
G
20 , 2 210 4(
11111 OWN, 1,000
PLANS
PrWed B N
NWON OF NOWAYS ROCRDY(U DIMCT OMa
248-]00DAM.
2
SURFM BY.
ROCIONGtM DW Of a
ktC?O BAY.'
Eff OF WAY PUNS DATE
CONSIRMHON PLW DAIS
GENERAL DRAWING
48" CORRUGATED METAL PIPE REPLACEMENT
K t mac PIPE NO.4
MONTGOMERY. COUNTY - SR W4
Dmmrz DESIGN RE POTSta 146+25
EXISTING PLAN
STONE BERM WITH FABRIC COVER
Cn
2 of
A
NOT TO SCALE
J I V11L- UCI\IYI III I II I lAUll"- I-V V CR
DI{'ISIQY OF M WAYS ROUNM DIS181CT Offia
PUU DAZE.
1-11001
stima BY:
ROCK414 DISTRICT Of a
DRAW,Y BY.
AC Coow
,w w WAY PLANS DATE K R ORIq(
NmEmm
COAMUC71ON PLANS DATE: ?a
DRADIAGE DESIGN
DIVERSION & EROSION CONTROL
48" CORRUGATED METAL PIPE REPLACEMENT
PIPE NO.4
MONTGOMERY COUNTY - SR IM
POTSm.146+2S
PROJECT REFERENCE NO. SHEET NO.
3 OF 3
REVISED 7-23-2002 KC
SR 1134
?n
48" CW
STREAM BED
CROSS SECTION 0-5' ELEVATION
II
1
I 1
I
STREAM IMPACTS
TEMPORARY DIVERSION=95'
PIPE LENGTH=50'
LENGTH OF EXISTING PIPE=30'
O
NET IMPACT
145'-30'= 1 15'
I
II I
I
I
t
J
PLAN
NOT TO SCALE
PrWed B the
Dyr OF MWWAYS ROCR7RfN DIMCT OFFICE SITE PLAN
Puri DAM RIGgI of WAY PUNS DAM ? t HED?ac 48" CORRUGATED METAL PIPE REPLACEMENT
zaaaooz PIPE NO.4
SURYEYEO BY. MONTGOMERY COUNTY - SR IM
DRAWN BY: CONSIR(MON PIAHS DA1E DRALYAGE 90 Pia POTSm I46+ZS
A.C. COCHRAN
3
,w. SfA7Fo
:. 021231
STATE OF NORTH CAROLINA
DEPARTN MNT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
DIVISION OF HIGHWAYS
August 2, 2002
Mr. Rob Ridings
Division Of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 217699-1650
Dear Mr. Ridings:
FILE COPY
Subject: Montgomery County - SR 1134

In an effort to obtain the permits needed for pipe replacement on SR 1134 in Montgomery
County, we are providing the pre construction notification application and the supporting
materials. This application covers sites #1, #2, #3 & #4.
A survey for the presence of Schweinitz's Sunflower (Helianthus Schweinitz) was conducted by
myself as part of the required minimum criteria check. No Schwienitz Sunflowers were found
within the road's right of way.
Any detours required for this project will be done off site.
To our knowledge there are No High Quality Waters or Outstanding Water Resources occurring
in the project area. We anticipate that these activities will be authorized under Nationwide Permit
Number #14 & #33.
This letter and a copy of the application materials will be submitted to N.C. Division of Water
Quality, U.S. Fish and Wildlife Service, and U.S. Army Corps. of Engineers for approval.
If you have any questions or comments, or need additional information, please contact our office
at [phone]. Thank you for your cooperation in this matter.
Sincerely,
a?
Art C. King
Division Environmental Officer
cc: W. F. Rosser, PE
K. Hedrick, PE
H. Matthews
Agent
File
LYNDO TIPPETT
SECRETARY
.....
t
f
20
r
PAYMENT
RECEIVED
P.O. BOX 1067, ABERDEEN, NORTH CAROLINA 28315
PHONE [phone] FAX [phone]
„' SIATFo
yd Wa°'r
Mrn
r? pwr..Nmr
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDo TIPPETT
GOVERNOR SECRETARY
August 2, 2002
Mr. Rob Riding
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Dear Mr. Ridings:
Enclosed is the permit application for the following project:
Description: SR 1134 - Mongtomery County
Site #1, #2, #3, #4
Work Order #: 6.552045T
TIP Number: N/A
Fee Category:
Please submit for automated payment. y
Sincerely,
al- e 0-3
Art C. King
Division Environmental Officer

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3-D TepoQaads Copyright 0 1999 Delmrme Yarmouth, ME 04096 Sours Data: USGS 1 1000 ft Seralc 1: 25,000 DeA:13-0 Datum WGS84
Triage Check List
Date: 6/'7/02- Project Name: 06- ?S 9- 7_,'-I
DWQ#: OZ 1231
FILE COPY County:
To: ? ARO Mike Parker ? WaRO. Deborah Sawyer
FRO en Avenn ? WiRO Joanne Steenhuis
? MRO Mike Parker ? WSRO Jennifer Frye
? RRO Steve Mitchell
From: T4 C..,PP" Telephone : (919) 7S3-5-41i
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
I
Minimization/avoidance issues 3E&
? 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: L)O7 A&M f ,ZVAA'2 Aa /0444
? ?? ? Ste- ww
A