20110610 Ver 1_Application_20110629

~: ,
e
._..~
STATE OF NORTH CAROLINA
~~~~n
/U
N 2 ~ ~~
DEPARTMENT OF TRANSPORTATION grERy
BEVERLY EAVES PERDUE
GOVERNOR
June T4, TOll
Ms. Amy Euliss
NC DENR Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Mr. Andrew Williams
US Army Corps of Engineers
6508 Falls of the Neuse Suite 120
Raleigh, NC 276156814
(Two Copies)
Subject: Rural View Road (SR 2374), Alamance County,
Project Number- #7B.2000111
To Whom It May Concern:
EUGENE A. CONTf, JR.
SECRETARY
110610
The North Carolina Department of Transportation (NCDOT) proposes to replace a structurally deficient
bridge with two lines of 96° X 67" X 40' culvert with headwalls on Rural View Road (SR 2374) in Alamance
County. The project is located in southern Alamance County west of NC 49. Replacement is necessary in
order to reduce future maintenance needs and increase traffic safety. This activity will result in permanent
impacts to Cane Creek. The NCDC/f anticipates that the activity will be authorized under Nationwide Permit
(NWP) 14. Thie application is intended as a request for written authorization from the US Army Corps of
Engineers for the Nationwide 14. This package is also being forwarded to the NC Division of Water Quality
for authorization as prescribed under General Water Quality Certification #3820. Although the projeM falls
within the Jordan Lake watershed, all work involving buffered areas is proposed to be within the existing
transportation facility. The existing roadside drainage ditches will not be altered and there should be no
increase in stormwater flow. No road widening or additional travel lanes are proposed. The following
information is being provided to satisfy conditions of the Nationwide Permit and General Water Quality
Certification.
P.O. Box 14996 Greensboro, NC 27415-4996 Telephone No. [phone] Fax No. [phone]

PROJECT INFORMATION
Road Name Stream Project Length
(miles Classification
Rural View Road Cane Creek N/A Subdivision
River Basin: DWQ
ID Water Quality
Deli on % Impervious Surface
Cape Fear 16-28 WS-V; NSW N/A
Buffer Rules ' Buffer Rule Conditions (where applicable)
y~ Jordan Lake Buffer
n
Protected Species Prese°t Mapped Historic
Pro erties` CAIt-fA
`''EC Essemial Fishery Habitat
No No No No
° Separate documentation attached as needed: ° See the attached Endangered Spectres Revrew 5neet ror r»rtrrer mrormavon:
Applicable -See the attached Historic Review Letter for further information
BRIDGE REPLACEMENT
Site Station NIA Stream T Perennial
F-xisting Stream 5~ feet Proposed 5-6 feet
~~ Stream width
Construction Replace existing bridge with two litres of Dewatering Pump arourxi
Method 95in X 67 in X 40 ft long culverts with two Device"
one foot wide headwalls
Burial Depth One foot or 20% of dameter of wlverts E/C Plan N/A
Date
Construction As soon as practicable Duration Two weeks
Date
I is ft ro>anratel 42 linear feet of rmanent stream i ts.

Special
Cor~tians
Restoration Plan Within 15 working days of the project completion any disturbed area adjacent to the stream will be
restored and seeded.
RCP =reinforced concrete pipe; CMP =Corrugated metal pipe; CMPA = Cortugateo metal pipe arcn; rim = crowon uxmw.
dewatering device maybe used in lieu of the one proposed.
When
`A less intrusive

MINIMIZATION INFORMATION
Impacts will be minimised by strict eaforcomeat of Best Management Practices for the protection of
surface waters end wetlands, restrictions against the staging of equipmoat is or adjacent to waters of
the II8, and coordination (including a pre-construction meetings with the Division Envimameatel
Officor.
MITIGATION INFORMATION
Stream mitigation is not anticipated, as the impacts to any individual stream do not exceed 150 teat
Wetland mit±n ++.+a is not anticipated, es wetland impacts do not eacawed 0.10 acres end do not occur
is a naigne natural wetland.
APPLICATION INFORMATION
Enclosed pleeso find the Pre-coastractioa Notification Form and supporting documentation for the
above referenced project. If yon have any questions or need any additional information, please
contact Jerry Parker at [phone]. Your time and eSort are appreciated.
Sincerely,
Mr. .Mills, P.E.
D' sion Engineer, Division 7
Enclosures
CC: Jeremy Warren, Bridge Maintenance NCDOT
Bany Harrington, NCDOT
Paul Ingram, NCDOT
NC DENR DWQ Wedands/401 unit (Six copies)

D~OF W ATF9OG
Y
~ r
O Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PCN Form
A, A licant Information
1. Processing
1 a. Type(s) of approval sough from the
Corps: ®Section 404 Permit ^ Section 10 Permit
tb. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1 c. Has the NWP or GP number been verfied by the Corps? ^ Yes ®No
1 d. Type(s) of approval sough from the DWO (check all that appty):
® 401 Water Quality Certification -Regular ^ Non-404 Jurisdictional General Permit
^ 401 Water Quality Certfication -Express ^ Riparian Buffer Aulhor¢ation
t e. Is this notfication solely for the record
because written approval is not required? For the record only for DWO 401
Certficetion:
^ Yes ®No For the record only for Corps Permit:

^ Yes ®No
1 f. Is payment into a mitigation bank or in-lieu fee program proposed for mitgation
of impacts? If so, attach the acceptance letter from mtgation bank or in-lieu
fee program. ®Yes ^ No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ^ Yes ®No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ^ Yes ®No
2. Project Information
2a. Name of project: Rural Yew Road (SR 2374)
2b. County: Alamance
2c. Nearest municipality !town: Snow Camp, NC
2d. Subdivision name: NIA
2e. NCDOT only, T.I.P. or state
project no: WBS ~ 76.200111
3. Owner Infornation
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLCrf
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g . Fax no.:
3h. Email address:
Page 1 of 11
PCN Forth -Version 1.3 December 10, 2008 Version

4. Applicarrt Information (iF different from owner)
4a. Applicant is: ®Agenl ^ Other, specify:
4b. Name: J. M. Mills
4c. Business name
(if applicable): Division Engineer NCDOT Division Seven
4d. Street address: P.O. Box 14996
4e. City, state, zip: Greensboro, NC 27415
4f. Telephone no.: 336 334-3297
4g. Fax no.:
4h. Email address:
5. AgerrflCorrsuttarrt Irrforrnation (if applicable)
Sa. Name: Jerry Parker
5b. Business name
(if applicable): Division Environmental Supervisor
5c. Street address: P.O. Box 14996
Sd. City, state, zip: Greensboro, NC 27415
5e. Telephone no.: 336 256-2063
5f. Fax no.:
5g. Email address:
Page 2 of 11
PCN Fonn -Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): WA
Latitude: 35.8845749° N Longitude: -
1b. Site coordinates (in deamal degrees): 79.4990844° W
(OD.DDODDD) (-DD.DDDDDD)
1 c. Property size: WA acres
2. Surface Waters

2a. Name of nearest body of water (stream, river, etc.) to Cane Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-V; NSW
2c. River basin: Cape Fear

3. Project Description
3a. Describe the existing condifions on the site and the general land use in the vianity of the project at the time of this
application:
Rural Residential
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perenniaQ on the property:
60 feet

3d. Explain the purpose of the proposed project:
Replace structurally defiaeM bridge with culverts to reduce mairr[enance and increase traffic safety.
Describe the overall projed'm detail, including the type of equipment to be used:
3e
.
The bridge will be removed utilizing Best Mgt Practices and the site will be de-watered utilizing a pump around with sift
bags.. Culverts will be installed atone foot depth.. A concrete seal, 12 to 18 inches high, will be placed in the high flow
roadside drainage dttches will not be
Existin
am
tr
i
ti
g
.
ng s
e
s
pipe. The tow flow pipe will be aligned with thalwag of the ex
altered. Equipment utilized will include backhoe and/or trackhoe.

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / ~ Yes ®No ^ Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type ^ preliminary ^ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
ti. Project History
Sa. Have permits or certrfications been requested or obtained for ^ Yes ®No ^ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file° ir>,strucfions:
Page 3 of 11
PCN Forth -Version 1.3 December 10, 2008 Version

B Future Project Plans
6a Is this a phased project? ^ Yes ®No
6b. If yes, e~lain. I'
Page 4 of 11
PCN Fonn -Version 1.3 December 70, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
^ Wetlands ®Streams -tributaries ^ Buffers
^ Open Waters ^ Pond Construction

2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f~
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (K known) DWO - nona404, other) (acres)
Tem ora
^Yes ^~~
W1 ^P^T ^ No ^DWQ
^ Yes ^ Corps
W2 ^ P ^ T ^ No ^ DWO
^ Yes ^ Corps
W3 ^ P ^ T ^ No ^DWQ
^ Yes ^ Corps
W4 ^ P ^ T ^ No ^DWQ
^ Yes ^ Corps
W5 ^ P ^ T ^ No ^DWQ
^ Yes ^ Corps
W6 ^ P ^ T ^ No ^DWQ
2g. Total wetlaad impacts
2h. Commends:
3. Stream Impacts
If there are perennial or irrtermftteM stream impacts (including tmporery impacts) proposed on the sde, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream unpad Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 70 stream length
Permanent (P) or intermittent pyt/O _ non-404, width (linear
Temporary m (INT)? other) (feet) feet)
St ®P ^ T
bridgeewrth two
Cane Creek PER
~ INT ^ Corps
^ DWO
`~ ft
42 ft
lines of pipes
^ PER ^ Corps
S2 ^ P ^ T ^ INT ^DWQ
^ PER ^ Corps
S3 ^ P ^ T ^ INT ^DWQ
^ PER ^ Corps
S4 ^ P ^ T ^ INT ^ DWO
^ PER ^ Corps
S5 ^ P ^ T ^ INT ^ DWO
^ PER ^ Corps
S6 ^ P ^ T ^ INT ^DWQ
3h Total stream aad tributary impaMS 42 ft
3i. Commerrts: Replacement of the bridge with culverts has been recommended by the Hydraulics Section of NCDOT. tt is
estimated that the difference in cost of rrtilizing culverts as opposed to replacing with a bridge is approximately $60,000 versus
stop ooo_ Also. predicted mairrtenace for culverts is lower than maintenance for bridges .
Page 5 of 11
PCN Fonn -Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacls below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - ('rf applicable) Type of impact Waterbody type Area of impact (aces)
Permanent (P) or
Tem ora

Ot ^P^T
02 ^P^T

03 ^P^T
04 ^P^T

4f. Total open water impacts
4g. Comments:

5. Pond or lake Construction
If and or lake corstruction ro osed, then com lets the chart below.
5b. 5c. Sd. 5e.
5a
.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID proposed use or purpose (aces)
number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
Sf. Total
Sg. Comments:
5h. Is a dam high hazard permit required?
^ Yes ^ No If yes, permit ID no:
Si. Expected pond surface area (acres):
5j. Size of pond watershed (acres):

5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire mitt anon, then ou MUST fill out Section D of this form.
6a. ^ Neuse ^Tor-Pamlico ^ Other: Jordan
Project is in which protected basin? ^ Catawba ^ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem ora im act re wired?
^Yes
B1 ^P^T ^ No
^Yes
82 ^P^T ^ No
^ Yes
B3 ^ P ^ T ^ No
6h Total buffer impacts
6i. Comments:
Page 6 of 11
PCN Form -Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specficaly describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts will be minimized by utilization of Best Management Practices and by pertorming work in the dry.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best Management Practices will be utilized during construction. Pre-construction meeting with Environmental Superevisor will
take place prior to commenting construction
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of tits State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ®Yes ^ No
2b. If yes, mitigation is required by (check all that apply): ^ DWQ ®Corps

2c. If yes, which mitigation option will be used for this
project? ^ Mitigation bank

^ Payment to in-lieu fee program
^ Permittee Responsible Mitigation
3. Complete if Usirg a Mitigation Bank
3a. Name of Mitigation Bank: NCDOT requests tha mitigation be done through EEP.
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Paymerrt to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is aVached. ^ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ^ warm ^ cool ^cold
4d. Buffer mfigation requested (DWQ onty): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal wetland mitigation requested: acres
4h. Commerds:
5. Complete if Using a Pertnittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mfigation plan.
Page 7 of 11
PCN Form -Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) -required by DWQ
6a. Will the project resuR in an impact within a protected riparian buffer that requires
buffer mtgation? ^ Yes ®No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mfigation is required, discuss what type of mtgation is proposed (e.g., payment to private mfigation bank,
permiltee responsible riparian buffer restoration, payment into an approved in-Geu fee fund).
6h. Comments:
Page 8 of 11
PCN Form -Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Fbw Plan (required by DWQ)
1. Diffuse Fbw Plan

1 a. Does the project include or is a adjacent to protected riparian buffers identified ®yes ^ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: All work is proposed within the existing transportation faality. No ^ Yes ®No
permanent buffer impacts are antiapated.
2. Stormwater Ma emer>t Plan

2a. What is the overall percent imperviousness of this projecC? N/A
2b. Does this project require a Stormwater Management Plan? ®Yes ^ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Stormwater will be managed according to plans submitted and approved by the Roadside Environmental Unit of NCDOT
^ Certified Local Government
2e. Who will be responsble for the review of the Stormwater Management Plan? ^ OWO Stormwater Program
® DWO 401 Unit
3. Certified t,ocal Government Stormwater Review

3a. In which local govemmenYs jurisdiction is this project? N/A
^ Phase II
^ N~
3b. Which of the following locally-implemented Stormwater managemerrt programs ^ USMP
apply (check all that apply): ^ Water Supply Watershed
^ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ^ Yes ®No
attached?
4. DWQ Stormwater P ram Review
^ Coastal counties
^ HOW
4a. Which of the following state-implemented stormwater management programs apply ^ ORW
(check all that apply): ^ Session l.aw 2006-246
^ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
^ Yes ®No
attached
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ^ y~ ^ No
5b. Have all of the 401 Unit submittal requiremerrts been met? ^ Yes ^ No
Page 9 of 11
PCN Forth -Version 1.3 December 10, 2008 Version

F. Supplementary information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federaUshate/local) funds or the ®Yes ^ No
use of public (federaUstate) land?
1b. If you answered yes" to the above, does the project require preparation of an
environmer>tal document pursuarrt to the requirements of the National or State ^ Yes ®No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered'yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
^ Yes
^ No
letter:)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surtace Water or Wetland Standards, ^ Yes ®No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b . Is this an after-the-fact permit application? ^ Yes ®No
2c. If you answered yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a . Will this project (based on past and reasonably anticipated future impacts) resuR in ^ Yes ®No
additional development, which could impact nearby downstream water quality?
3b . If you answered 'yes" to the above, submd a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a . Clearly detail The ultimate treatment metirods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject faal""ity.
NA
Page 10 of 11
PCN Fonn -Version 1.3 December 10, 2008 Version

5. Endangered Species and Desgnated Critical Habitat (Corps Requiremert)
5a. Wi0 this project occur in or near an area with federally protected species or ^ Yes ®No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ^ Yes ®No
impacts?
^ Raleigh
5c. If yes, indicate the USFWS Field Office you have cordacted.
^ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
US Fish and Wildl'rfe Web Site
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ^ Yes ®No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
N/A
7. Historic or Prehistoric Guttural Resources (Corps Requirement)
7a. W~1 this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cuHural preservation ^ Yes ®No
status (e.g., National Historic Trust designation or properties signficant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
National Historic Register Web Site
8. Flood Zorre Designation (Corps Requirement)
8a. Wi0 this project occur in a FEMA~esignated 100-year floodplain? ^ Yes ®No
8b. If yes, e~lain how project meets FEMA requirements:
Sc. What source(s) did you use to make the floodplain determination? NC Fooodplain Mapping Information System
J.M. Mills 5-27-11
ApplicanUAgent's Printed Name plicanUAgent's Signature
' Date
valid only A an author¢ation letter from the applicant
(Agent's nature
is rovided.
Pege I 1 of 11
PCN Form -Version 1.3 December 10, 2008 Version

N.C. D.O.T.
BRIDGE MAINT. DEPT.
EROSION CONTROL SEQUENCE
COUNTY Alamance
S.R. No. 2374 Rural View Road
BRIDGE No. 245
PROJECT No.
DESCRIPTION: REMOVAL OF EXISTING BRIDGE STRUCTURE 8 REPLACE WITH NEW
2 LINES (~ 95"X87" or 87"X83" Arch CM PIPE 40' long with Headwalls
Erosion Control devices 8 proper installation plus maintenance of erosion control will be performed
~.e..... _ n~ennT wear Maneeement Practices for Construction and Maintenance Adivites Manual
1. PLACE FILTER FABRIC UNDER BRIDGE TO CATCH ASPHALT 8 DEBRIS
2. REMOVE EXISTING BRIDGE THEN REMOVE FILTER FABRIC
3. USE SILT BAG FOR 8TILLING BASIN
4. Note: IF NEEDED -BUILD ABC COFFER DAMS WRAPPED WITH FILER FABIC in WORST CASE
6. INSTALL SILT FENCE AS NEEDED (1805.00)
6. INSTALL COFFER DAM TO DIVERT STREAM AWAY FROM PIPE #1
7. INSTALL SILT FENCE AS SITE CONDITION REQUIRE
8. BEGIN EXCAVATION FOR 1St CM PIPE
EXCAVATE to SUFFICIENT DEPTH to ALLOW BURIAL of the PIPE to 1 foot BELOW
STREAMBED PLACE BASE STONE & SECTIONS CM PIPE
8. DEWATER WORK AREA & PUMP WATER into SILT BAG
10. DIVERT STREAM INTO PIPE #1
11. BEGIN EXCAVATION FOR 2nd CM PIPE
EXCAVATE to SUFFICIENT DEPTH to ALLOW BURIAL of the PIPE to 1 foot BELOW
STREAMBED PLACE BASE STONE 8 SECTIONS CM PIPE
12. POUR CONCRETE SEAL in 2nd CM PIPE
13. BACKFILL PIPE & SHOULDER AREA
14. PLACE FILTER FABRIC AROUND PIPE & SLOPE AREA THEN RIP RAP
KEEPING RIP RAP OUT of STREAM
16. REMOVE BOTH DAMS of ABC AGGREGATE or LESS INTRUSIVE DEWATER(NG
DEVICE to ALLOW NORMAL STREAM FLOW
16. RESEED all EXPOSED AREAS as NEEDED
17. REMOVE ALL EROSION CONTROL DEVICES AFTER VEGETATION is ESTABLISHED
APPROXIMATE PROJECT START DATE
PREPARED BY Van Hodges
7/18/2011
APPROVAL
TRANSPORTATION SUPERVISOR III
Date 5!20/2011
DATE'
DIV. BRIDGE ENG. DATE

COUNTY Alamance
S.R. No. 2374 Rural View Road
BRIDGE No 245
SEQUENCEI
1. PLACE FILTER FABRIC UNDER BRIDGE TO CATCH ASPHALT & DEBRIS
2. REMOVE EXISTING BRIDGE THEN REMOVE FILTER FABRIC

2374

FILTER FABRIC
UNDER BRIDGE

BRIDGE m =-~_ STREAM FLOW
245
2374
LEGENDS
~~ ~ r
~., b
* ~ ~~,,arees

COUNTY Alamance
S.R. No.
BRIDGE No
2374 Rural View Road
245
SEQUENCE2
1. DAM BOTH ENDS of STREAM with ABC AGGREGATE (underlain & wrapped with
Filter Fabric) or LESS INTRUSIVE DEVICE to ALLOW DEWATERING of WORK AREA
2. INSTALL PUMPS to DIVERT FLOW AROUND WORK AREA
PUMP CLEAN WATER AROUND WORK AREA if NEEDED
3. INSTALL SILT FENCE AS SITE CONDITION REQUIRE
4. BEGIN EXCAVATION FOR 1st CM PIPE
EXCAVATE to SUFFICIENT DEPTH to ALLOW BURIAL of the PIPE to 1 foot BELOW
STREAMBED PLACE BASE STONE & SECTIONS CM PIPE
5. DEWATER WORK AREA & PUMP WATER into SILT BAG

SILT FENCE
AS N\EEDED
y
2374

SILT FENCE
.~AS NEEDED
PIPE 1
BURIED 1 ft. BELOW STREAM BED
STREAM FLOW
SLIT BAG
SILT FENCE
AS NEEDED

ABC AGGREGATE
1~\ (underlain & wrapped with Filter Fabric)
SILT FENCE
AS NEEDED
LEGENDS
TM`,
• trees

COUNTY Alamance
S.R. No. 2374
BRIDGE No 245
Rural View Road
SEQUENCES
1. BEGIN EXCAVATION FOR 2nd CM PIPE
EXCAVATE to SUFFICIENT DEPTH to ALLOW BURIAL of the PIPE to 1 foot BELOW
STREAMBED PLACE BASE STONE & SECTIONS CM PIPE
2. POUR CONCRETE SEAL in 2nd CM PIPE
3. BACKFILL PIPES 8 SHOULDER AREA
4. PLACE FILTER FABRIC AROUND PIPE & SLOPE AREA THEN RIP RAP
KEEPING RIP RAP OUT of STREAM

SILT FENCE
AS NEEDED
r
2374

~ILT FENCE
AS NEEDED
PIPE 1
BURIED 1 ft. BELOW STREAM BED
SLIT BAG
SILT FENCE
AS NEEDED

PIPE 2
BURIED 1 ft. BELOW STREAM BED
SILT FENCE
AS NEEDED
STREAM FLOW
CONCRETE SEAL
LEGENDS
trees

COUNTY Alamance
S.R. No. 2374
BRIDGE Na 245
Rural View Road
SEQUENCE4
1. RESEED ALL EXPOSED AREAS AS NEEDED
2. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION of PROJECT
2374
RIP RAP on STREAM BANKS
not in STRE~~~~-':
~ "~' PIPE 1
~ ~t "`Y ~ ~ ~+~~,~, ~, ~~ Main S6eam Flow
~ ~~_
~ ~ '~ ~ PIPE 2 ~`~'~~ ~ ~- Concrete Seal
~ ~~ y ~~ 12"to 18"high
~.

T FENCE
NEEDED
2374
0 ~ Q np rap
~~~~ ~b
trees
i~

Rural View Rd-View of bridge from upstream side.
Rural View Rd-Upstream view from bridge.

Rural View Rd-View of bridge from downstream side.
Rural View Rd- Downstream view from road.

~ r, f ~ ~.
( t )% ~ i ~ ~ t~ ~S ~` r~~ ~~~ /vim l~/~ ~ ~ 1 `~ ,_
1 1 J f fs ~ U
~ , I
1005 ~ ~J ~ x~ h+~ J
~ +
(
l~ ~ ~~ ~ ~ ff~ ~ .
r
S
~ _ ~ ~.
.~i~ ;v.ip ,y ~, (
i 5so r /
~Ji~. 0 Ih l~l ~ ~, / J ."/ / ~ \L f~V ~ tl c.A
f~ a t~ seb r( ~~ c d
I k ~ ~'
~ '
\ ~
~' Jam- (' ,
~ `
`
~ ~
~;~ ~ ~
(
~~ ~ ~ i r ,I ~~~( )~ ~, ;~ ~ '~
~6) "'+'r ,~ V/~ ~rt t~ Bidpf ~~ t~~ ~.~'1 .~~rl~M~~ ~ 5 Jf fl~~ ~
~`s,!°) J' r A L ! r r i ~~;
d, ~ i , k ~: ~~akc ~
/' ~
r
, ~
~ ~ ~~
i) ' ~ -' ~ - ~h~ ~ b-, 1 e,d
I ~~aL~'~ t ~ ~ ~~ C ~ '~ r (
"i~ ~I i,~ m , 3
+)a' i ~ i A~~/^
l
~
I
1% '~~ ~ ~, C :I l ~, /i r
J
~ 1 . n
(~I Il ti ( ,, ~ ~ I I ~~ ~f r 6r ~ ~ i A 1 ~ ~~ - r 1 (ase ;;
~~
~ ~ f ~ ,/~ 1, t / i ' ~a [ H i ! ~ /.1]3 (~i ~A .
J~ ' ~~~ ~ P, ~ !~~ Vt
d.~U1
~)~y~ N'y ~ A
~~ f
~
~I
<
~
!~ ~ \~ 11 I I I~ ~/ rr r~ ~ ~~~
~~
/
~
~
•
(
1
i ~~ r ~
V ~
~
/ n
~I~i. 111 ~~'<: .~F l ~- ~~~4ara'A.r ~ ~~~ ~ ~/~ ~ •
`
' (~~ J +
Ai'' C/ , 10 WIP dN ~ ~ A+ I i ~ C °
f
i ~ 1 /..~ ,~ c ~ J~i 1
~~ :/ ~ rr-. JI,--.\ ~1~-~
~
l r V~
\"
V~
~ ~ ~ \
%r
A ~ ~
~
~ !
\ ,- ~ 11 t E+ }, !;t- ~
(J i t V A r \ r
l
A ~ ~
i
l
~
"-_
1+
L
~
~
°
~
(
• ~ \+1 \ ~%~ /fit) ~,~~~~ i~ y~~ ~ ~ ~%)I l~Y// ~
,' ~% ~"°'~ `~``~ `- < ~ ~~ /! ;~ l,~ ~
-
/
qq
~r_., ~ ~ 1~51~1 r !!~ ~ I ~ ~~\.~ F V.
,~ .~ ill /'r ~ ~ ~ ~,

u.J ~ ~Ir . ~ ~~
~~
\`
~ /
// ? / f ~r
'~~ ~' J
f)~ /~+ ~' \ ~~ /1: `~11~,~( =f
(
r~r
'~1 ~1
~,
(J/ ~~~ ." •~~
~ 1i. `M c )~ ~\~~ J `~lj
TC
~ D/~`
81
^ _
~ ~
'/
j +1\`/1~t%
~/
01
L
i ' \
o- ~ < \
,
\• i . L
17,~~;
J
~{
,,` il
.- ~
~~
~
'
,\
~
~
~ ,
~`
'
,
r
1 1
f ~ .;t( (~'(
/l 1 , ~~ ~ A V. , r ,~. f/e
~ r ~,~, ~- ~~) ~~ r ,,,,.~) ~ ~
J.Y ~,_ it ,pl ! « ..~ ~`~ V~ ~~,~
~~, ~,--,,-" r ~ ~ ~y'=~ I~,~ ~ I+L.~ ~ ~ ~~, ,
~
i
r
~~
~ ~
~
t~
/ /b-1 1 ~ ~ 1 f V J
r ~ r
~ ~rtt~d ~) / ;r /rA / .+ ft
fr ~; ~il~ f ~~> t- , , Ise., ~ t
1
-) ~ / , ~ ! ~ ~ / {. ~ ~/' Sc 7 ~, _ vv r ~~
~ ~ r 1 ~ ~ >7 , ,
d4-~~ ~ a ( ~ 4~ /J r
i ~ f 1
\ .~ r a r }
7 ,) '. ~~ ' I ` iJ I I a
J ~~, ~ , ~', , ~ ~) i~~ ~~ , / ~, 1,11 ~~
!, , J
r ~.' J~ ~ ~ / r ~
y
~
v
~~1 11 ° i \ ' ~~ ~ r r'. ~ i /
~ .Ru ew Rd((SR 237,4) ~ 1~ !/ ~ (°J ! .
9B ')}1 l '1. r iii) ~ /i + I / l I ~~// ~ ~!
r
~
l
~
\
~~
i/~-
\~~% i
^"!t
r
/~
~~
i
~
~1 !
\ `~
- \
Slr~~) r(
; ~30; I
I~~ ty/ i ~iyr~r ~~Y ~ 1~+jd i '~~ !~ ~. 1 Oi a!t l~I
J
,
t
y
i
r J1l
_~.,v ' ~ ' Jf-•7~l/ V\~. ff (~ ~' '{\~.~.
~~ -j . ~~ ~\` 1 ~ \~ ~ "
~ =~ 2A5 -L~ ~~ <_~ r (r.~i +ti ~(ivf~Y 'y+
.
q~
~~
1.~A1 R7 '~
( ~~ •
~
:~~ /
~
~~ I ~~~~
~A~ aizs 7fPle ~
t J
/ ~ ~~ ~ 1~~\ ~ '
^
+
+
~
V
:
~,
• f
.
.
~\~.:, ~ 4~ ~ 1 ~„~~,~,»°~ ~ ~-~,` au ,~' \~!~~' ?./;~~` ~ ,gin»)9 Ji.P~~) -

r'~ 4 1 ~
~~~~It r r~ F rd
'+ Hirsn,ty Graensuea 's \ ° ° - ~r~
(} i
r
P .L r v .~
Arr ort ~ i, ~° Q
C~ "
~1/I
~
i
q1 ~ \ ~
• ~ ~, C n 5- I \ •~ a '[> fag R ~

I
~ O I
~ d" '
~~`,i+ ~~~~ ~ ~ ,~ ~
r
~
+
~
\
j/
_
\
~
f (~/ } ~
~r)f- \- \\ l.G I ;t`^tff\ rl ~~~r+ ° ~
~
~V,fJA djs ~~A
\
\
)~ ~~~~i p ~
~o~l ~ ~ ~'Y ~'. ~.// U~r;) is e~,`~~
// l ^1..-
i~
I~ f v~
•/ ~
~ vim/ l`
4~
~
~~
~
f~
/~~
~
~r +
~
~
l
~
b
.
L t
f
1
~
~ ~
~
.
a
4
<
(~
I~~
1 ~1~4
rte
/
n
l
~
/..~ ~ p
J
~~ „~jly.l~..~
'v ni `' a~~ 4.r}
i~it n.Pi . r
,.V r^i n t
_ J ..
..
,
\. \
1 '~\i-~ ~,.:. ` ~'(;~ / \ ~'~~:
~ i 1.
Name: SNOW CAMP Location: 035.8911801° N 079.5037449° W
Date: 6242011 Caption: Rural Yew Road (SR 2374)
Sple: 1 inch equals 2000 feet Alamance County
Copyright (L71897, M3ptech. Inc.

I F i`.~
a Myoi or;
'
°
b ry .I:`°/ ~~, ( I
~P rf;: ,~ ;,
O
°
oO
~ ROCk •°o~ ~;'
~.... Creek ~:~ Cee
a / > m o ~ ,•o` .
raROCk X5'7 0' c ~ aF
saes
o
,
~
aF ,b_=,_:~r
,'
e ~
P
y pb~ OS/ )"
j
a/ c' y
~ \
bs
l
e~ - F.ly '.1
a D m ,t /F
~ M`, 'Qp. CbF'C /~ Q~F (
e c
o
/
~
r o
_
J
m
T
~N_arn~s D19'15 ci°~~
~ q
R
W d

~ J
p
D4 - m~e.. 9/Jf ~~ e`F
~ \ pve
P~\
! Gcm
~` e
l c,5!
ied
Po
)
i
~
R s°'or as` a` 1 1
~ cnN/
~
~ 0
Cpo d ' 2
P btmgone y ~ ~%
. `P~d ~d? l C /,
"~/
2j
~Ro~d' S~°
P~
' \
.
19'/ ~
__ FS NO
"
~
~
P
i ' I
1 G
~'`
~"
`
'~ peb tl 1, p~Y' 'fA d
: -
.' Q-o
sy
~'
` /
/
C?;3
_,ae 9
-
~
o\',~x, ' 'r' y'~~yem i' '
t.E.
o.
-~
F~/i \ o°l ~'~ v
~
'~
., ~~.~
~ C u A~e~ ~
,p
o
~-_
~
p ~ P o
~ ~
' 7 a~
~ R s
'p~
'
~ ~
~
> ~,
;.~Q-
~ ~ -'~ a ice? 3
a i
M
ti
, '
I A
.
I E ~-
I ._ ( P \ _-m~ app
- ~,T ti c~Q ~ ~o ) !~
/ .Holt (. a// ~ ~ ~~o '
<nSh4 1 •. ~ ~~
_. -
/ \ Ti
i J i~~ ~m ~~. ~
/ i II~ ~ ____

K
f. / r ' / /

CK,' ~
S nls / ~
~KlmesvilleJ _oa
\Cobler~a E,H
e~
~/ Fu
ec~~ --~ Hop~\
a
~ 'ql
ossell on a -'~

cP u
hers S ~n ~ ~°o
°r 1 . n ~
Ch RM
--~ ~ / /
sin Valley Dr ~ Im

~
A,
~~.
~~ B~
ho
F~

~r __
-i.. Y~
3 .~ / T S701y
~ ti i a\^Fr
~c~ ~ I,C~ ^
G~ t oU 1'
_.III /Zion Rd
~ ~ FI -. ( Ti
~
Dis ~
-Nlred (
~ 7 ~ ~ ~
Sar a'7o^ / o Pl.
C ~ "~~C96ro~ 1r ~o ~paoe~ roP
& ~
! ~'
r
~ i/ iF0
dF
~
~
a. ~ N ~ y
O ~
~ ~ ~
oo
Q' o ~ ~ Y ~
ee F N ~~~/~
~ ~ bm Pd1
~S~
C
~ ~
'Sunnse Tr I
'~ ~ ~
'x.
~U/p ~~
1
~
~I (~ '~ ~s~ ~ ~
~ ~ ~ .
n N
~
~7 y
O
~ ~ ab~i~ mo~ ~
m
ont'o`, e~
fin `m ° D/
o
1GB~ ~
`l ea/e v ~ /
' 2 ar
R
i~ ~ ~r_ %
I s X10 ~ ~,..
1m rr c ~I
~
q
~ E
I 7j a C ~ ,I
~
\ ~
`
~° ?r
~ 1 maso c Lm I~
y
~
Il\ i
\~c n ; ~
~
'~`; i N. .,
\1
~ ~ y .`\y.~ sdo~ , ( .
.
~
(j i
N
v~
\\
m ~ i ~ Oin6 ~ G
90, O
~ 40a
n
m Rd oQ Ash ~
a`
wo~Dre ~'~. ~ ~ Ym j u /
j
.`.^ Ca '
~Chestnul Ln I 1~. °jn
~\~
l
\
L Ali 2 KP 4

Q '. ',.._. o,
~ c/ Gmtn O \n9\tr ~~
~~ Ad °

pmrm , 2,.
~
c ~ ~'s° Carl Nodh/
~ 4/
/s ~
j
°~., ~ pRU ~a rc ca^e qee 1
Rtl k ..~

`off Icana cx
l
y ~ ~f P
S'
~
/~ ~V / t
~
`a4
~~ ~
~
.:, hd r o~ /i}s' t(
A
V ~ x [[~~tt ~r keyp{~ 3
~~~~ ~ 1 C
C aP
Pl
°~
~
J
~ c
1 O/ '°m
C'd.•. I
- mj ~~ , N{0Y ~ Oes~
,r
mstP I
't~ m {D ~
C
I a 1
' Op C 1~ i 9 i o
p/ \" Rd I I
J \
~d`ber gtd9e \. ` ~
I Rd c ®o to N/Y/
~ ~ !!, P~ / ...~~yy
r'~' 0/ ,.~,
~/ x
o
s S
~ ~ ~~ ~ ~ o
°~ O
x
~ ~' ~
~
- ~~ r R
~ v ~

Rl ~ ~ ~ ~V ~
/

I
I ,
T ~ ~ Ck
"ay 9 ~ 1, Hunters
ca ~ rLn
~ ~

Cha el
! !~ v ~ °-'.
i
; G7 ~ r a, i

~ Wells
~ o<o
~
~ Ge ..
r
_, o'~ ~ ° ~
fm~ v od V4a Ra -
cou,aoa ~ P ~
T a ~~ Ral

4i I
I
_~_-...,. ~ I\ ~
A m -. ~~
h O rman Ln £ ~ _
A

~ ~
-. - 1 ;.a ~ E
~o ~ i.: 0
m = ° Sourxoor~~
s
~ ~ j~
~
5t - ow_Camp Rd
11.
1! Gt\fftt\
t
'
~fat ~. Cgs
~ %
J
'

/
r /
O
Oa ~t~
x ~ H°/ya
. m
._.~ ~ o Forest y\
~ m m~ Golf Course. S
~a .
f
wor
peace II ~x~ ~
~ p
~
/; '
'
~
~
~ i U
r` e_ Rd ey Drain Rd ;S '1
~;
}
o
a
lo A
A
N ~
'-~:' \. -..`
~ i ~ asdryf~ I i ~

,"
a~Yi// ~ ~
, ~ ~~~~, `
Weinm G
~ ~ ~ ~feWo kfnan Rd
a 0 Roselle Rd

1
c}; Hinshaw Rd c
I qx
T (b 0
2 e '(
/ r7 P
~ rov
e Ln I'
G~ ~ SyNao EIeIA, Soulh
br
/ 1 WkL
~
~

(2 49 r ,~
'ni yr.
t
J
, o R G
o~ d ~
In Damascus Hom
a
~ R
~~ n
11
/ 'I
/ i `l

}

-~ "ZYr _
all Farm ~~'~
iRd ; Rtl ~
v ~.~ = FH
O
~ 5 FO9!e d
~
I
gslo 00 ~ C
l ~m ~_
j
/ /Y r Q
,, .1 ., 4
ackenbu
aI (

~~ ~
~ m
'
C1 lry
m
/% ~v ~
~ N
m
V \a /
.0 / Rd ~

~ -Old p
~ ~
~ , ff e~?~
~ gym` ~ Ci /
Q. k .d~ ,
~ /
d` ~ /1
~

/
.
e
~i '• I m
c ~
Stal~Y'~
q ~
a
i
Snow Camp Fr Ufst ~- _~
1
% ~~
i ~
_\~
' \
~~

4
i
, _
C~ ~ 3~ ~
°
~
,• Stale
Store)"•, Rd ~
° o n
N m~. ~_
~
7 i
3+ a~f
\
1
I
1
R
~e ter- °
0 ;o

~
~

Z~d

'~' ~
°
U.
o j ~'
~Aa /~
~
~
~ ~
RP Cox ~tl ar
i :~ ~ ~ ~ I
H
t 1
~~
S
~ .
~
a ~
^ / ~
r
Z~e
~ °m 3°
, "~ yl
~
m
l
' a
O „NP / o
`. /
~ . ,
gs Rd
To
B
r:
__. a.,~. _/ ~. _.. __ . _ ~r_...._ ._ _.., _. _W ._[p._p9.~{Q~~ rE~_j~. (p_~._3pp$/pfd - -.
1 2 3 4