20081175 Ver 1_Application_20080731

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STATE OF NORTH CAROLINA bsT R
Qv
DEPARTMENT OF TRANSPORTATION T~C~ ly
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT
GOVERNOR PHONE: [phone] SECRETARY
July 25, 2008

Mr. Monte Matthews
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105 081175
Wake Forest, NC 27587 Subject: Nationwide Permit #14

SR 2022 (Community Building Road)
Surry County, North Carolina
Project Number: 11C.086095 (DWQ Permit Fee: $240)

Dear Mr. Matthews:

The NC Department of Transportation is scheduled to grade, drain, base and pave SR 2022,
Community Building Road in Surry County. Total project length is approximately 0.98 miles. The
improved section will be widened from 17 feet to 20 feet with impervious surface area increasing by
0.36 acres. This project will require the replacement of two wet pipes as shown below:

Stream Impacts:

Station Number Existing Pipe Proposed Pipe Riprap Impacts Total Impacts at
Size size feet this Station ft.
32+57 36'x 36" 50'x 36" 10 24
43+73 40'x 36" 505x 36" 10 20

Total Stream Impacts = 44 feet

The replacement of the two wet pipes will require temporary dewatering. An impervious sandbag dike
will be constructed upstream of the existing culverts to create a small pool. Clean water will
temporarily be pumped around the construction areas and will be discharged downstream. Any dirty
water located inside of the construction areas will be pumped into a silt bag if necessary. Total
dewatered area for all wet pipe replacements will be approximately 0.008 acres. Once the new pipes
are in place, the impervious dikes will be removed and preconstruction streambed elevations will be
restored.

P. O. Box 250, N. WiLKESBoRo, NC 28659
PHONE [phone] FAx [phone]

Mr. Monte Matthews
SR 2022 (Community Building Road)
Page 2
July 25, 2008

The wet pipes in question carry different unnamed tributaries to the Ararat River (Class: C). This
project was reviewed for the presence of threatened and endangered species on July 23, 2008. This
project will have no effect on any federally listed endangered plant or animal species. Historic
compliance work will be scheduled and concurrence with the State Historic Preservation Office will be
obtained if required.

The project impacts are minor in nature and should not remove or degrade existing water quality uses.
Pipe sizes used will be the minimum necessary to create a safe roadway. By utilizing the erosion
control measures outlined in the attachments to this application, downstream water quality standards
will be protected. All appropriate BMPs will be used during construction.

Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control measures, a
marked county map, a marked topography map and photographs.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with the
North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me.

By copy of this letter, 1 am forwarding five (5) copies of this application package to Brian Wrenn,
NCDENR, Division of Water Quality, 401/Wetlands Unit, for his review. It is requested that any
comments related to the 401 certification be forwarded directly to me with a copy sent to the US Army
Corps of Engineers.

We would like to begin construction as soon as possible. If further information is required, please let
me know. Your early review and consideration will be appreciated.

Sincerely,

~a~/ "Z
Heath Slaughter
Division Environmental Officer

Enclosures

cc: Monte Matthews, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
Brian Wrenn, Division of Water Quality (5 copies)
Amy Euliss, Division of Water Quality
Mike Pettyjohn, PE, Division Engineer
Brandon Whitaker, PE, District Engineer
Mark Williams, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Scott Pipes, Roadside Environmental Field Operations Technician
Troy Wilson, USFWS

Office Use Only: Form Version April 2001
2 0 0 8 1 1 7 5
USACE Action ID No. DWQ No.

If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.

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: NWP #14

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?

4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?

II. Applicant Information

1. Owner/Applicant Information
Name: North Carolina Department of TrgMortation
Mailing Address: P. O. Box 250, North Wilkesboro NC 28659

Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslau hter ,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: Heath Slaughter Division Environmental Officer
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P O Box 250, North Wilkesboro NC 28659

Telephone Number: [phone] Fax Number:_ [phone]
E-mail Address: hslaughteradot state nc us

Page 3 of 12

III. Project Information

Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
distribution
so long as the property is clearly defined. For administrative and d Pin'Poses, 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
j 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.
i
1. Name of project: SR 2022, Community Building Road
2. Project Number (NCDOT Only): I 1C.086095
3. Property Identification Number (Tax PIN): N/A

4. Location
County: SpM Nearest Town: Ararat
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached SR MP,

I

Site coordinates, if available (UTM or Lat/Long): 32+57 DD: 36.39755 N, 80.54226 W _
43+73 DD: 36.39953N 80.54524 W

(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)

5. Describe the existing land use or condition of the site at the time of this application:
Secondary Road

6. Property size (acres): Approximately 6 acres

7. Nearest body of water (stream/river/sound/ocean/lake): UTs to Ararat River (Class: Q.
i

8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
i River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)

i Page 4 of 12

9. Describe the purpose of the proposed work: Grade drain, base and pave SR 2022.

10. List the type of equipment to be used to construct the project:_ Trackhoe/backhoe, motor
grader and dump trucks

11. Describe the land use in the vicinity of this project: Residential/Farm

IV. Prior Project History

If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A

V. Future Project Plans

Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A

VI. Proposed Impacts to Waters of the United States/Waters of the State

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
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

Page 5 of 12

mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts

j Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (es/no) (linear feet)
N/A

I
* 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 floodPlain are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.Qov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams

j Average perennial or
Stream Impact Length of Width of
Site Number Type of Impact* Impact Stream Name** Intermittent?
Stream Before (please specify)
(indicate on map) (linear feet) Impact
i
Station No. 32+57 Pipe replacement 14 feet UT#1 to Ararat River 2 feet Perennial
Station No. 43+73 Pipe replacement 10 feet UT#2 to Ararat River 2 feet Perennial

i
I
i
i
I
j * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usQS.aov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mMuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 24 In. ft. excluding riprap.

Page 6 of 12
III

3. Open water impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.

Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (lake, pond, estuary, sound,
(indicate on ma) (acres) (if applicable) bay, ocean, etc.)
Wet Pipes Temporary Dewatering 0.008 UTs to Ararat River Streams

Wet Pipes Riprap 0.0009 UTs to Ararat River Streams

* 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.

By utilizing the erosion control measures as shown in the attached drawings adverse impacts to
streams in the area will be minimized Since this is an existing roadway the stream impacts
cannot be avoided However, the replacement pipe lengths will be the minimum needed to
safely construct the paved roadway. All appropriate BMPs will be used during _construction.
Water quality should be improved as a result of our on-site improvements.

Page 7 of 12

VIII. Mitigation

DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.

If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o enr state nc.us/ncwetlands/strmgide. html.

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.

EEP if necessary

Page 8 of 12

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 bttp://h2o.enr.state.nc.us/wm/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): To be determined by COE
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland-mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A

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 ? 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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify-P
Yes ? No ® If you answered "yes", provide the following information:

Page 9 of 12

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 Multiplier Required
(square feet Mitigation
1 3
2 1.5
Total
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.

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.
Impervious surface area will increase by approximately 0.36 acres. All appropriate best
management practices for sediment and erosion control will be implemented during construction.

XH. 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

XUL Violations (DWQ Only)

Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No

Is this an after-the-fact permit application?
Yes ? No

Page 10 of 12

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).

ZS' O
Applicant/Agent's Signat Date
(Agent's signature is vali only if an authorization letter from the applicant is provided.)

US Army Corps Of Engineers Field Offices and County Coverage

Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland

Page 11 of 12

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Name: MT AIRY SOUTH ;tl Location: 036.4002615° N 080.5459257° W
Date: 7/25/2008
Scale: 1 inch equals 2000 feet
Copyright (C) 1998, Maptech, Inc.

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1. Downstream view at station 32+57 on SR 2022, Surry (Yes, that is a barbeque pit in the creek).
2. Upstream view at 32+57. Concrete blocks have recently been dumped in the stream. We will
remove.
3. Upstream view at station 43+73.

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r/ , \I
Pl Sta 17+45.97
- - /
0 = 76°37' 42.3" (LT)
D = 22° 55' 05.9" jOI I4, IL11 IDKIF F
L = 334.35' D 1160 P 966
T = 197.54
f R = 250.00' _
HORIZONAL SCALE P= 50'

1

O 1
/ v vi 1
8" CONTROL NAIL
25+70
3,1 WALLACE 6 48.3'RT s
JO I LINDA. MCDOWF 1, ~
3 }
457 PG 402
DEBORAH NORMAN
D 1074 PG455 N A
i
9'X3'X3' / W
# w N I BAFFLE ~z
2'WIER
D I rr w 4
WEL i r 1 PROPOSED
2419
J 1 36.9'Ll 1 1 P 2CUP 2 40 J
1 U -
9'X 3'E PROP
8" M
IBAFFL 2 WIER St a.24+64
4.3217 -
1 ~ -
DB 1160 PG 966
8' CONTF OL NAIL
21+82
48.3'RT
R 2022 " COMMUNITY
BUILDING ~'^~OADR; Pl Sta 24 +40075 LONG ILL TOWNSHIPS A = IF 23' 04.4" (LT)
URRY COUNTY D = 7'09'43-1"
EXISTING 1° I Ia L = 228.77'
PROPOSED 20° PA's T = 115.17' ~
£ - R 800.00' - - - - -
HORIZONAL SCALE 50'

I
x

~ k
S ~
J
Y
LLACE
r
8" CONTROL NAIL LINDA
CDOWELL
28+37 gay
48.3'LT DB 457 R` ~g .`t02
' k
' PROPOSED `
3
181, CUP
Sta. 28+50
I 9'X3'X3' k
~ I B A F F L E --~-.r-----._-- s
} 2'WIER
°
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x '
9) FF
C13 JOICE WILLIAM MIDKI
3~-, ° DLL 1.1 60 P- 966
PI Sta 27+09-57
~
_ R 2022" COMMUNITY BUILDI ROAD"
D = 228- (RT
38' 524 ~ LONGHILL TOWNSHIPS
~ L = 75.361 SURRY COUNTY
38.13' EXISTING 1 GRAVES.
PROPOSED 2:0°PAVE-- -
= 200°00
} HORIZONAL SCALE I 59

ro
WALLAC
LINDA M O ELL
DB 457 P 402 Al
ELEVATION m ?
+57 948.64' 3
i PROPOSED
8"CONTROL AIL /5" CUP m
3R"OCMPED 15 9' 8T Sta.33+17 - - - - - _ _ - _ - - - w ;
Sta. X3' 2+57 9'X3'X3'
v=i 9' 3'
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2'WIER , - V)
w R

12'X4'X3' 9'X 3'X _ _
2 BAFFLE IBAFFLE --E- ~8.834Z "
` f 3'WIER 2'WIER eQ
Q ;
a
i
21,
+ JOICE r - I #
co DB 1160 PG 96

SE'0 2022 COMMUNITY BUILDING ROAD' j
LOILL TOWNSHIP'S
SURRY COUNT
EXISTING 16' GRAVES..
PROPOSED 20°PAVED 3
HORIZONAL SCALE P= 50' 3

3 _ y <
wu.. ~.w
ELEVATION
975,08
8" CONTROL NAIL
g v 35+23
3 \
~ 8.3'LT ~
` '40

41
~Zo
JAMES &REX BURTON
ELEVATIO
9.~6..A 177 P~^c`s..,~ 174 974.99' N
PROPOSED x00
# *m~ 18, CUP
'as'ter g k Stc. 37+00
o ~gX3, ELEVATION
a~ eAF k3' 973.62' L :
# W ~lsc 0 2'W~ fRF =
o
OPOSED ?
g, _ CMP
124
Q A3 .38+75
f
i

~ g g g-+ rte, W \ _B ' \ \

DB 1160 PCB 966
Np Nf3a 3'
/D/ Sto 35+42.23 2 weR s11V = 35°49' 20.8" (RT) SR 2022 " COMMUNITY BUILDING ROAD

D = 4° 46 28.7 LO ILL TOWNSHIPS
L = 750.26 SURLY COUNTY
' T = 387.85' EXISTING 1 ' GRAVES..
R = l°200.00' PROPOSED 20' PAVED

HORIZONAL SCALE I"= 50'

3 5

R 2022 f` COMMUNITY BUILDING AD" - - - -
LONGHILL TOWNSHIPS
SURRY COUNT
EXISTING 16'GRAVEL
a P
ROPOSED 20£ PAVED
S
PROPOSED
l8" CMP \
@ Sta. 39+42 1 1
GRAY ' JUNE KEY ELEVATION C
95O.g9, g
DB 370 P 526 +90
3 z
o \ PROPOSED o
" - l8" CUP
Sta. 42+90
w
o ~-rsa s~ ~1so ~tw~ 337j k 9'X3 'X3' ~
rs
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/yl

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3 JOE SLR COLLINS b~~o
DB 646 P 57 .
a
I
HORIZONAL SCALE P- 50

E
~ .
S 2022 fF COMMUNITY BUILDING ROAD"
LO H1LL TOWNSHIPS
RR COUNT
EXISTING 16' ,'E'EL
PROPOSED 20' PA'CE'
O
ft
f

PROPOSED
GRAY& JUNE KEY 1P
Sta. 46+42
DB 370 PG 526
PROPOSED / 9'X3'X3' 4.722%
42" CUP
W I BAFFLE
Sto.43+73 2VER - X21 x c
^ 5
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I,yJ APPRO%IMATE LOCATION OF
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o ~ a
P/ Sta 43+76.75 P1 Sta 46+57.09
0 = 19°20' 30.4" (LT) 0 = 69° 07' 42.9" (RT) a
~
D = 14° 19 26.2 JOE COLLI S D = 28° 38'52.4"
L = 135.031 DB 645 P 57 L = 241.30
T = 68.16' T = 137.79'
R = 400.00' R = 200.00'
HORIZONAL SCALE P= 50'
0

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2022 COMMUNITY BUILDING ROADev
LONGHILL TOWNSHIPS
SULKY COUNT
EXISTING 16' GRAVEL
'
PROPOSED 20' PAVED
R,

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G
D 370 526 o
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TEL PED
5b+ 7
/ 2I3RT
POWE_OR POLE
I 6
\ - ~5
i 3.9'Rl
PROPOSED I -1- ;
8 i l5" CUP (A
_ Sta. 55+00 I
WILLA, DONNA YJNrf °v z
B 461 P 4.59
PI Sta 53 +80.81 PI Sta 57+06.32
Q = 29°31' 31.3" (LT) Q = 37° 02' 25.0" l RT
a.
D = 5° 43' 46.5" = 28° 38' 52.4"
L = 5/5.3/' L = 129.29'
T - 263.51' T - 67.00'
3 R = 19000._00' R = 200.00'
HORIZONAL SCALE r= 50'

{.,,,...,H.µ....n..,,,.,.,.,...._..,.,...,........,...,..N,,..M....,,,.., ...............r.,,,,.,....._-._.~~.~,..

2022 ff COMMUNITY BUILDING ROAD
{
LONGHILL TOWNSHIPS
SULKY COUNTY \
EXISTING 16'GRAVEL
PROPOSED PAVED

w
t X
^ W
t I W }
i $SSS
L W J , r r Z
ltJ ~ ~.JGS i..9
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W IIB9'X YX 3'
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yt J
Z:E
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~.9027
R
57+81
23.3'RT
r
e
F/ Sto 59-1-05°54 JOE & YLVI COLLINS
,n~ = 47° 22' 00°0" (LT) DB 64 P 57
t D = 20° 50' 05°4"
L = 227°34'
L
~
T 120.621
R = 275°00
HORIZONAL SCALE I 50' r

\~,V.~.V.,~.,~...~,,...,,~..~,.µ.~.,.,.~,.....~,,,w..,..vl....,v,-,,.,,~.~,..-~,...,.~...w...,,,,~..,k.,...k~...w.,...,,,.-v...,,~...,...~.~.....,~.,M.r..~...,,...w...v.,~,...,,...~.~~~..._.,,~,....-..w.,...~.~..,...~...,.w.........
.

\ D. X22 PG 536

r \ \ POT Sta. 61-f 95.83

\
ND OF PROJECT
GRAY
370 P 5-06
W
7 i\
~lz
C) :ilei 'sl tSFlitE _ s 6

f ~ k
_ CJO ELEV. AT E.O.P.
1885.48' R 2022 COMMUNITY BUILDING ROAD_
LONGHILL TOWNSHIPS
UY COUNT
EXISTING 16' GRAVEL ~
#t PROPOSED 20' PAVED

6\ F

JOE A COLLINS LB 646 PCT 57 T HON S f

ROSE, BULL INGT ON'
DB 281 P 456

E f

# HORIZONAL SCALE I"= 50'

r

• PROJECT. IIC,086024 CENTERLINE 70
ROAD. SR 2022 "COMMUNITY BUILDING ROAD"
COUNTY. SURRY PROPOSED R/W
TYPE. WET PIPE SURVEY PROPOSED EDGE OF PAVEMENT
NO SCALE EXISTING EDGE OF ROADWAY - - - - - -
SHEET I OF I NEW PIPE
DATE. JANUARY 14, 2008

STREAM NAME. UNNAMED TRIBUTARY EXISTING PIPE
TO ARARAT RIVER
RATING.
3' AVERAGE STREAM WIDTH

TO SR 2024 TOMS CREEK RDo
0.43 MILES

32~ s7 ,
EXISTING PIPE SIZE. 36" X 36' RCP PIPE TO BE LAID ON A 116° SKEW
NEW PIPE SIZE. 36" X 50' CMP (BCCS)*MAIN* WITH 3.1% FALL

1005

44,

10D0
xul 'i

0 5 10 15 20 25 30 35 40 45 50
PROPOSED 301% SLOPE
Temporary erosion control
devices are not shown, but SURVEY DATE: 1-14-08
will be installed as needed CONDUCTED BY: JR,BB
DRAWN BY: J. WOOD

32t~?

w

PROJECT- IIC.086024 CENTERLINE n
ROAD. SR 2022 "COMMUNITY BUILDING RD.`
COUNTY: SURRY PROPOSED R/W
TYPE: WET PIPE SURVEY PROPOSED EDGE OF PAVEMENT
NO SCALE EXISTING EDGE OF ROADWAY - - - - - -
SHEET I OF I NEW PIPE -ti
DATE. JANUARY 14, 2008
STREAM NAME: UNNAMED TRIBUTARY EXISTING PIPE

TO €tt RIVER
RATING: A(AkA7-
4' AVERAGE STREAM WIDTH

TO SR 2024 " TOMS CREEK RD."
,64 MILES

x
x~

uPNOMMATE LOCStaN OF
$MAL STREAM

q3f 73
EXISTING PIPE SIZE: 36" X 40' RCP PIPE TO BE LAID ON A 67° SKEW

NEW PIPE SIZE: 36" X 50' CMP (BCCS)*MAIN* WITH 1.0% FALL

1005

100

0 5 10 15 20 25 30 35 40 45 50
PROPOSED 1.0% SLOPE

Temporary erosion control
devices are not shown, but SURVEY DATE:-14-08
will be installed cs needed CONDUCTED BY: JR,BB
DRAWN BY: J. WOOD

y3~?~