20091027 Ver 1_Application_20090922

-0
E OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
EUGENE A. CONTI, 7R.
$ECRE'I'ARY
September 14, 2009 ®¢y 1 ®2
Mr. David Baker, NCDOT Regulatory Project Manager IftwmWo
U.S. Army Corps of Engineers 151 Patton Avenue, Room 208 SEP
Asheville, NC 28801-2714 2 2 1009
pE?t AADVORI URI
Subject: Nationwide 14 Permit Application MiTfiq
SR-1347, Goshen Road
Macon County
State Project No. 14C.020031 (DWQ Minor Permit Fee $240)
Dear Mr. Baker:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade
and pave SR 1347, Goshen'Road, in Macon County. This proposal entails widening and
paving the existing gravel road to a standard 18-foot roadway. The proposed
improvements of SR 1347 have been identified as necessary maintenance and safety
improvements. Funds have been allocated for this project, and NCDOT would like to
perform these activities in 2010.
I am enclosing a pipe installation detail, photographs, a marked county map and USGS
topographic map. We propose to replace and/or extend seven culverts slightly below the
existing streambed elevations where bedrock is not encountered to minimize impacts to
aquatic habitats and allow the existing stream gradients to remain as unchanged as
physically possible.
The North Carolina Natural Heritage Database was checked for records of federally
threatened and endangered species. There are no records listed for Huckleberry or
Beasley creeks. There are records for the spotfin chub (Er•imonax monachus), a federally
threatened species, and for the sickle fin redhorse (Moxostoma sp.), a federal candidate
species, in Cowee Creek, approximately four miles downstream of the project. There is a
record for the bog turtle (Glyptemys muhlenbergii) approximately two miles downstream
of the project.
The streams in the project area are relatively high gradient and smaller than the typical habitat for
the spotfin chub or sickle fin redhorse. There are no wetland areas that will be disturbed by the
project. Therefore, habitat for the listed species appears to be lacking within the project area. Best
management practices for high quality water will be used on this project and will help minimize
adverse effects to streams on and downstream of the project. Four of the streams are small and do
not appear to have sufficient flow to support fish. For these reasons, we believe this project will
have "no effect" on listed species. A small portion of this project falls within U.S. Forest Service
property and a biological assessment is being prepared for those parcels. We anticipate those
findings to also support a "no effect" determination.
Impacts to historic or cultural resources are not anticipated. If the State Historic Preservation Office
(SHPO) and the Office of State Archaeology determines that further investigations are required,
NCDOT will conduct the appropriate site investigations and obtain compliance from SHPO prior to
project construction. An archaeological and historical review will be conducted for the portion of
the project that is bordered by USFS property.
The best management practices will be used to minimize and control sedimentation and erosion at
this site. The construction foreman will review all erosion control measures daily to ensure
sedimentation and erosion is being effectively controlled. If the planned devices are not functioning
as intended, they will be immediately replaced with better devices: The rock silt screens and other
erosion control devices will be in place prior to pipe culvert construction and will remain in place
until the project is stabilized.
Impacts to Waters of the United States
Huckleberry and Beasley creeks are shown on the USGS topographic map as perennial streams.
These streams have sufficient flow to support fish including trout. The four unnamed tributaries of
Beasley Creek are small but they have well-defined channels and are shown on the topographic map
as perennial streams. The channel substrate of the streams to be effected is primarily composed of
gravel, sand and silt. Huckleberry Creek flows into Beasley Creek approximately 550 feet below
SR 1347. The unnamed tributaries flow into Beasley Creek within approximately 400 feet of the
road crossings. Beasley Creek flows into Cowee Creek approximately 0.7 miles downstream of SR
1347. Cowee Creek in turn flows into the Little Tennessee River approximately 4.1 miles
downstream from the confluence with Beasley Creek. The Little Tennessee River meets the
definition of a Traditional Navigable Water. For these reasons, we believe that Huckleberry Creek,
Beasley Creek and the unnamed tributaries of Beasley Creek are Relatively Permanent Water and
are under the jurisdiction of the U.S. Army Corps of Engineers. In order to make the needed safety
improvements to SR 1347, it will be necessary to impact waters of the United States in the Little
Tennessee River Basin. Specifically, NCDOT is requesting to replace and/or extend seven culverts.
The proposed impacts are listed below. Sites 2 and 3 are at stream crossings with no impacts
requested; therefore, the numbering of sites is not consecutive.
Site No. Existing Condition Proposed Condition Net Impacts
Station
Site 1 30' x 72" CMP 40' x 72" CMP 10'
Sta. 0+27)
Site lA Free Flowing Channel Flow Diversion 65'
Site 4 50' x 53" x 41" Arched

Sta. 30+90) 25' x 48" CMP
CMP 25'
Site 4A Free Flowing Channel Flow Diversion 75'
Site 5

Sta. 41+40) 40' x 18" CMP 55'x 24" CMP 15'
Site 5A Free Flowing Channel Flow Diversion 80'
Site 6

(Sta. 55+18) 32' x 18" CMP 45'x 24" CMP 13'
Site 6A Free Flowing Channel Flow Diversion 70'
Site 7 50' x 53"x 41" Arched

(Sta. 66+50) 35'x 48" CMP
CMP 15'
Site 7A Free Flowing Channel Flow Diversion 76'
Site 8
40' x 18" CMP 60'x 24" CMP 20'
(Sta. 87+90)
Site 8A Free Flowing Channel ..,Flow Diversion 85'
Site 9
25'x 18" CMP 40' x 24" CMP 15'
(Sta. 111+75
Site 9A Free Flowing Channel Flow Diversion 65'
Total Permanent Stream'Impact I13',hnear:feet
Temporary Impact for Impervious Dike and Flow Diversion: 516 linear feet
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed
with the construction project outlined above. By copy of this letter, I am asking Mr. David
McHenry, Mountain Region Coordinator, of the North Carolina Wildlife Resources
Commission (NCWRC) to comment directly to you concerning the 404 Nationwide Permit request.
Also, by copy of this letter, I am requesting authorization under Section 401 of the Clean Water Act
from the North Carolina Department of Environment and Natural Resources (DENR), Division of
Water Quality (DWQ). In addition, I am asking Mr. McHenry and Ed Ingle, Roadside
Environmental Field Operations Engineer (NCDOT), to comment directly to me concerning this
permit request.
If you have any questions or need additional information, please contact me at [phone].
Your early review and consideration will be greatly appreciated.
Sincerely,
.E.
District Engine r
e r
cc: Mr. Brian Wrenn DWQ, DENR, Raleigh (four copies)
Mr. Mike Parker, DWQ, DENR, Asheville
Mr. Troy Wilson, Biologist, U.S. Fish and Wildlife Service, Asheville
Mr. David McHenry, Mountain Region Coordinator, NCWRC, Waynesville
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Or20, \N ArF9?Oc
1 V1.4J?J>L r-.,
O?T
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ? Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: NW 14 or General Permit (GP) number:
tc. Has the NWP or GP number been verified by the Corps? ? Yes ® No
td. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ®No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ® Yes ? No
1g. Is the project.located in any of NC's twenty coastal counties. If yes, answer 1h
below. ? Yes ®No
1h. Is the project located within a INC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: SR 1347, Goshen Road
2b. County: Macon
2c. Nearest municipality / town: Franklin
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if
applicable): N/A
3d. Street address: N/A
3e. City, state, zip: N/A
3f. Telephone no.: N/A
3g. Fax no.: N/A
3h. Email address: N/A
Page 1 of 10
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: District Engineer
4b. Name: Wesley Grindstaff
4c. Business name
(if applicable):
North Crarolina Department of Transportation
4d. Street address: 191 Robbinsville Road
4e. City, state, zip: Andrews, NC 28901
4f. Telephone no.: 828-321-4105
4g. Fax no.: 828-321-3228
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: N/A
5b. Business name
(if applicable): . N/A
5c. Street address: N/A
5d. City, state, zip: N/A
5e. Telephone no.: N/A
5f. Fax no.: N/A
5g. Email address: N/A
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1 b. Site coordinates (in decimal degrees): ekpproximatpa:PL act Latitude: K. 31 7 Longitude: ,,L8352O
-? nk
_611tSlltB:t
i=OOr Eate7s iff2Ghed

(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to BeaEle an[Iu kle"trier cheek'
4
proposed project:
2b. Water Quality Classification of nearest receiving water: $eSy Greek (C Trj and Htipkelberry G eek (Cj
2c. River basin: Little Tennessee
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Landscape is forested and open land with residential homes.
3b. List the total estimated acreage of all existing wetlands on the property:
N/A
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
N/A
3d. Explain the purpose of the proposed project:
To widen and improve roadway to current NCDOT Secondary Roadway Standards. .
3e. Describe the overall project in detail, including the type of equipment to be used:
Widen, grade, drain and pave the gravel road. Track hoes, dump trucks, bulldozers, water pumps, diversion pipe, various
hand tools will be used to accomplish the work.
Page 2 of 10
PCN Form - Version 1.3 December 10, 2008 Version
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
? Yes N No ? Unknown
project (including all prior phases) in the past?
Comments: N/A
41b. 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: N/A
Name (if known): N/A Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes N No ? Unknown
this project (including all prior phases) in the past?
51b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ? Yes N No
6b. If yes, explain.
^
N/A
Page 3 of 10
PCN Form -Version 1.3 December 10, 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 (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ? T N/A N/A ? Yes
? No ? Corps
? DWQ N/A
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts N AA
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ- non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
St ® P ? T Culvert Huckleberry Creek ® PER
? INT ® Corps
® DWQ 6 L
StA E] P ® T Flow Diversion Huckleberry Creek ? ® PER
INT ® Corps
®DWQ 6 65
® PER ®
Cor
s -
S4 ®P F-1 T Culvert re ;t k p 17-0 25
? INT ®
DWQ

S4A El P ®T
Flow Diversion
Beasl- ey"'Cre ®
PER
® Corps

70.

75
? INT ® DWQ
S5 ® P ? T Culvert UT to Beasley ® PER ® Corps u
Creek ? INT ® DWQ
S5A ? P ® T Flow Diversion UT to Beasley ® PER ® Corps a 60
Creek ? INT ® DWQ

S6 ® P ? T
Culvert UT to Beasley ® PER ® Corps
2
Creek ? INT ® DWQ
UT t
B
l ® PER ®Cor
s

S6A [] P ® T
FldwiDive?Sidn o
eas
ey p
2 70
Creek ? INT ® DWQ
Page 4 of 10
PCN Form - Version 1.3 December 10, 2008 Version
® PER ® C
S7 ® PC] T Culvert Beasley Gre k orps
L7j
E15
? INT ® DWQ
® PER ® C

S7A El P ®T
F1ow!D?iJei§ion
Beasle
Creek orps
76
_ ?INT ®DWQ _
S8 ® P ? T Culvert UT to Beasley
Creek ® PER
? INT ® Corps
® DWQ 3 20
UT
B
l ® PER ® C
SSA El P ®T I D 11- r jo? to
eas
ey
C
k orps
3
85
ree ? INT ® DWQ
S9 ® P ? T Culvert UT to Beasley
Creek ® PER
? INT ® Corps
® DWQ 2 155_
S9A ? P ®T FIow:DiJetsioh UT to Beasley ® PER ® Corps S5
- Creek ? INT ® DWQ -
3h. Total stream and tributary impacts 1r ,13
3i. Comments Total Temporary;Impac[fnr sandbag.ddfferdarriand.flow'diversiomis`596;linearieet.."..Site numbers?not
continuous as there w'e,re no.impacts for stream',crossings 2 and,!
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 impacts below.
4a.
Open water
impact number-
Permanent (P) or
Temporary T 4b.
Name of waterbody
(if.applicable) 4c.

Type of impact 4d.

Waterbody type 4e.

Area of impact (acres)
01 ? P ? T N/A N/A N/A N/A
02 ?P?T
03 ?P?T
04 ?P?T
4t. Total open water impacts N/A
4g. Comments: N/A
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1 N/A N/A . N/A N/A N/A N/A N/A N/A
P2
51. Total N/A N/A N/A N/A N/A N/A N/A
5g. Comments: N/A
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres): N/A
5j. Size of pond watershed (acres): N/A
5k. Method of construction: N/A
Page 5 of 10
PCN Form - Version 1.3 December 10, 2008 Version
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 impacts require mitigation, then you MUST fill out Section D of this form.
6a. '
? Neuse ? Tar-Pamlico ? Other:
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 orar T impact required?
131 ? P ? T N/A N/A ?? Nos N/A 'N/A
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts N/A N/A
6i. Comments: N/A
D. Impact Justification and mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Culverts are;being extended the'mtmmum?necessary;to,;wtdenlthe?road?tox];8jfeet.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Htgh,Quality Erosi2n;and Sedimehtaflon Cohtrol'measures will tie:timplemented:'Watenwilhbe:diverted around=culvert+sites
dunng!l stallation.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ® Yes ? No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ® DWQ ® Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
®Payment to in-lieu fee program
project?
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter) Type N/A Quantity N/A
3c. Comments: N/A
Page 6 of 10
PCN Form - Version 1.3 December 10, 2008 Version
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool Mcold
4d. Buffer mitigation requested (DWQ only): N/A square feet
4e. Riparian wetland mitigation requested: N/A acres
4f. Non-riparian wetland mitigation requested: N/A acres
4g. Coastal (tidal) wetland mitigation requested: N/A acres
41h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
N/A
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWO
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes M No
61b. 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 N/A N/A 3 (2 for Catawba) N/A
Zone 2 1.5
6f. Total buffer mitigation required: N/A
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
N/A
61h. Comments: N/A
Page 7 of 10
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWO)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments: N/A
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 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: Project is covered by individual NPDES
Permit NCS000250
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
N/A
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DW O Stormwater Program
? DWO401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? N/A
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? 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. DWO Stormwater Program Review
? Coastal counties
? HOW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 8 of 10
PCN Form - 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 (federal/state/local) funds or the
' ® Yes ? No
use of public
(federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. 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
letter.) ? Yes ? No
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 Surface 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) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This is a rural secondary gravel road. The road is being upgraded to minimal secondary road standard s and being
paved. Development patterns are not anticipated to change significantly.
4. Sewage Disposal (DWQ Requirement)
4a. 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
Page 9 of 10
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a . Will 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 El Yes ®No
impacts?
?
Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
North Carolina Natural Heritage Database
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-There are no marine or estuarine communities within the Blue Ridge Province.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A copy of this pemit will be submitted by DWQ to the State Historical Office for review for cultural resources. The USFS
will conduct a review for historical or archeological resources for USFS lands.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Wesley Grindstaff 9/1412009
PE
Applicant/Agent's Printed Name A pIicant/ t' Signature Date
(Agent's signature is valid only if a orization letter from the applicant
is vided.
Page 10 of 10
PCN Form - Version 1.3 December 10, 2008 Version
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C[';: 35 ° 18 16 tID35.3044
SR. N0. SR-1 347 --
Rr)' NAEE=SaO SHEN RD. 83 20 05 N DEC.83.3347
PIPE STA. 1 11+75
SITE No. g
MA
CL
N ?
NORTH
END OF STATE PROJECT

R.S.D.TYPE-B
t DRIVE
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2' BR :? \1 '
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40'X 24" CMP.
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2' BR
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1.00
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CHANGE IN GRADE PRIVATE DRIVE
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W/ ROCK BERM ,
? y
BOP COS EN RD. SR-1347 0-00
5.00
4.50
-TEMPORARY SILT FENCE
4.00
3.50
3.00
2.50
2.00
-TEMPORARY SILT FENCE
1.50
CHECK DAMS OR 18' WATTLES
SPACED AS REOUIRED
1.00
TEMPORARY SILT FENCE
W/ ROCK BERM
0.50
PERMIT SITE NO. 1
EXIST. 72' CMP. ADD
10'TO OUTLET END
?7 ?7 ??77 STA. 0.27
0 - 0 0 BOP GOSHEN RD. SR-1347
goshen road.dgn 9/15/2009 8:46:19 AM
10.00
10%
5%
8.00
TEMPORARY SILT FENCE
WITH ROCK BERM -?
CHANGE IIN GRADE
3% TEMPORARY SILT F
WITH ROCK BERM
STONE LINER
i10.00
I
3X4XIO TYPE B TEMPORARY
?W ROCK SEDIMENT DAM
A i
- 9.50
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r - ADD 18' CMP
STA. 9.25
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-r 9.00
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CHECK DAMS OR 18' WATTLES
PACED AS REQUIRED
I
8.50
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+ 7.50
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9.50
9.00
B-50
7.50
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6.50 +- y 6.50
I
---3X3X18 TYPE B TEMPORARY
ROCK SEDIMENT DAM
STA. 6.05 EXISTING 15' CMP TO BE
- T °- [REPLACED WITH NEW 18' CMP.
6•
X3X8 TEMPORARY ROCK
VCE SEDIMENT DAM - TYPE B
PRIVATE DRIVE
I
i
5.50 -
I
_ I
BEASLEY CREEK E ISTING BRI
5+00 L
5.50
BEASLEY CREEK
500
15+00
14.50
CHANGE IN FLOW DIRECTION
27
14.00
I CHANGEIIN GRADE
6%
13.50
13.00
12.50
12.00
CHANGE IN FLOW DIRECTION)
11.50
1 11.00
10% TEMPORARY SITL FENCE
WITH ROCK BERM
10.50
1m+D4
15+00
I A
I .
T 14.50
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I ,
HECK DAMS OR 18'
WATTLES SPACED AS REQUIRED
I
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T 14.00
1
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r 13.50
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X3Xl0 TEMPORARY ROCK
SEDIMENT DAM - TYPE B
I
-r 3.00
EXISTING 15' CMP. TO BE
- L - REPLACED WITH NEW
1 IS' CMP. STA. 12.75
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+ 2.50
X4X3 TYPE B
\tt
' ROCK SEDIMENT DAM
Rw
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+ FOR 12.00
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EROSION MATTING
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11.50
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i 11.00
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STONE LINER
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i 10.50
1
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I0 1
W
R W
10+00
20 + 00
CHANGE IN FLOW DIRECTION
STONE LINER,
19.50
TEMPORARY SILT FENCE
19.00
4X9X3 TEMPORARY ROCK
SEDIMEN DAM_ - TYPE 8
18.50
9%
3%
18.00
17.50
T 20.00
I
I

I

19.50

I
I TONE LINER
I
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I

9.00
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3X4X21 TYPE B
TEMPORARY
i

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ROCK
SEDIMENT
DAM
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+
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l
- -
'
EXIST
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TO BE
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REPLACED WITH NEW

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7.50
TONE LINER
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ARY SILT FENCE i 4X12X3 TEMPORARY ROCK
I EDIMENT DAM - TYPE B
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f C-- 16.00 - 16.00 lr 10'' BRANCH
EXISTING BRIDGE
4X8X3 TEMPORARY ROCK
EDIMENT DAM TYPE B
i
i
15.50 15.50
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HECK DAMS OR 18' WATTLES
SPACED AS REOUIRED
15+0011 1 15+00
25.00 r 25.00
A
3%
24.50 +
i 24.50
i
TEMPORARY SILT FENCE
WITH ROCK BERM
CHANGE IN GRADE
24.00 + 24.00
A
i
CHECK DAMS OR 18'
WATTLES SPACED
AS REQUIRED
i
23.50 -?
i 23.50
i
A
4 .5% ?
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23.00 i
-
i
23.00
i
i

TEMPORARY SILT FENCE
A i ITH ROCK BERM
CHANGE IN GRADE
22.50
-
22.
? 50
CHANGE IN FLOW
DIRECTION W

22.00 i
i
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i
22.00
i
i
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i
21.50 21.50
2 %
i
i

21.00 i
i
;

21.00
CHECK DAMS OR 18' TEMPORARY SILT FENCE
WATTLES SPACED WITH ROCK BERM
AS REQUIRED
i
20.50 i
I 20.50
i
20.00 ? 41 20+00
30.00
I
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7% STONE LINER
w
I
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29.50
CHANGE IN GRADE
I
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29.00
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r I
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28.50
4X3X13 TEMPORARY ROCK
SEDIMENT DAM TYPE B
I
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28.00 -
I
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3%
27.50 r J-
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W
CHECK DAMS OR 18' WATTLES
SPACED AS REQUIRED
27.00 I
I
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I
26.50 L
I
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CHANGE IN FLOW
DIRECTION 00
I
10X3X4 TEMPORARY ROCK
I
SEDIMENT DAM TYPE B
I
I
25.50
I
I
30.00
29.50
SILT FENCE WITH ROCK BERM
29.00
28.50
-00 I ADD 18' CMP.
STA. 28.00
27.50
SILT FENCE WITH ROCK BERM
27.00
CHECK DAMS OR 18' WATTLES
SPACED AS REQUIRED
26.50
26.00
EXIST. 15' CMP. TO BE
REPLACED WITH NEW
18' CMP. STA. 25.70
25.50
4X3X17 TEMPORARY ROCK v
SEDIMENT DAM - TYPE B
25.00 ? 25+00
gosnen roaa.agn 9/15/2UU8 y:45:15 AM
CHANGE
35.00
7%
3'X13'X3' TEMPORARY ROCK W
SEDIMENT DAM - TYPE B
34.50 i
IN GRADE
CHANGE IN FLOW DIRECTION
i
i
34.00 .-1.
i
i
3%
3X11X3 TEMPORARY ROCK
SEDIMENT DAM - TYPE B
33.50 i
i
i
i
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i
IN GRADE 33.00
i
i
i
i
CHANGE IN FLOW DIRECTION
32.50 ?
i
5% ?
50'
i
i
32.00 L
i
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CHANGE IN GRADE
r
31.50 y
i
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i
3'XII'X3' TEMPORARY RO
SEDIMENT DAM - TYPE B
3%
31-00 -L
i
i
r ?
IN GRADE 30.50
i
STONE LINER
7%
H i
30+00
3500
TEMPORARY SILT FENCE
WITH ROCK BERM
34.50
•00 ADD 18' CMP.
STA. 34.00
33.50
33.00
TEMPORARY SILT FENCE
WITH ROCK BERM
32.50
--CHECK DAMS OR 18'
WATTLES SPACED
AS REQUIRED
32.00
31.50
PERMIT SITE 4
EXIST. 48' CMP. TO BE
REPLACED WITH NEW
31.00 50'X53'X41' ARCHED CMP.
I STA. 30.90
30.50
TEMPORARY SILT FENCE
WITH ROCK BERM
30+00
goshen road.dgn 9/15/2009 9:57:16 AM
40.00 T 40.00
lie
W'
1
I
39.50 39.50
1
I
STONE LINER
i
B% I
I -
39.00- 39.00
I
I
I
I
4X12X3 TEMPORARY ROCK
SEDIMENT DAM TYPE B 4X12X3 TEMPORARY ROCK
EDIMENT DAM - TYPE B
38.50 38.50
i
i
i
i
i
EXIST. 84' CMP. TO BE REPLACED
CHANGE IN GRADE 38.00 r 0 WITH NEW 84' CMP. STA. 38.05
i
r 3X7X3 TEMPORARY ROCK
SEDIMENT DAM - TYPE B
I
37.50 37.50
CHANGE IN FLOW DIRECTION
EXIST. 15' CMP. TO BE REPLACED
3X r WITH NEW 18' CMP. STA. 37.15
37.00 - 37.0
i
I
4X8X3 TEMPORARY ROCK
SEDIMENT DAM - TYPE B
i
i
i
36.50 ?- 36.50
I
I
i
CHANGE IN FLOW DIRECTION
A
i
36.00 i 36.00
CHANGE IN GRADE y
I
I
TEMPORARY SILT FENCE
WITH ROCK BERM
i
i
35.50 35.50
7L FGR
`11 EROSION MATTING
W
35+00 I- 35+00
45+00 T 1 45.00
EROSION MATTING
FOR

4X10X3 TEMPORARY ROCK

i EDIMENT DAM TYPE B

44.50 i
-r-
I
44.50
i
_ ___T___ ADD 18' CMP,
STA
44.25
.
i

44.00 i

i
44.00
i
FOR
i
i
EROSION MATTING

43.50 i
t
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i
43.50
i
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Y
i
i
43.00 +
i
i
i
i 43.00

2.50 i
i
i
+
i

2.50
8 %
' STONE LINER
W
i

42.00 i
+
42.00
i
X8X3 TEMPORARY ROCK
i

i
SEDIMENT DAM - TYPE B

41.50 i
i
?-

41.50
EXIST. 18' CMP. TO BE
REPLACED WITH NEW
CHANGE IN FLOW DIRECTION , 24' CMP. STA. 41.40
i
3% ?
41-00 -i- 41-00
XGX3 TEMPORARY ROCK
i
SEDIMENT DAM - TYPE B

TEMPORARY SILT FENCE i
WITH ROCK BERM
i
40.50 i 40.50
STONE LINER

40+00 1 40.00
50.00
10%
49.50
11 CHANGE I I N GRADE
49.00
48.50
3%
48.00
47.50
CHANGE IN FLOW DIRECTION
CHANGE IN GRADE
47.00
46.50
CHANGE IN FLOW DIRECTION
46.00
6%
I
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T
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t
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I
5P-PP
STONE LINER
X22X3 TEMPORARY ROCK
49_:,50 SEDIMENT DAM - TYPE B
EXIST. 16' CMP. TO BE
REPLACED WITH NEW
18' CMP. STA. 49.20
49.00
48.50
CHECK DAMS OR 18' WATTLES
SPACED AS REOUIRED
48.00
4Xi1X3 TEMPORARY ROCK
47.50/ SEDIMENT DAM TYPE B
ADD 18' CMP.
r _ STA. 47.15
47.00
i
I
I
X8X3 TEMPORARY ROCK
SEDIMENT DAM - TYPE B
I
T 46.50
I
FGR
I
I
I
-r 46.00
I
I
I
I
FGR EROSION MATTING
I
I
45.50 a- 45.50
I
45+?PJ I ? 45+00
55.00 T 55.00
y
5p,
< 3X7X3 TEMPORARY ROCK
5% ---SEDIMENT DAM - TYPE B
54.50 *
i 54.50
i
EXIST. 18' CMP TO BE REPLACED
WITH NEW 18' CMP
STA
54.25
i
.
.
i
i
CHANGE IN GRADE 54.00
i 54.00

i
i STONE LINER

53.50 i
t
i
i
i
i
53.50

:-

300 i

i
±

3.00
i
R 1W
52.50 ±
i 52.50

107. i
i
52.00 ±
i
i
i 52.00

1.50 i
i
i

1.50
TONE LINER
5100 J 51
•00

50.50 _jI
50.50

IV
50 + 00 50 + 00
60.00
5%
60.00
59.50 - Y 59.50
X12X3 TEMPORARY ROCK
SEDIMENT DAM - TYPE B
59.00 - 59.00
- ADD 18' CMP.
STA. 58.80
58.50 - 58.50
HECK DAMS OR 18' WATTLES
SPACED AS REQUIRED
CHANGE IN GRADE
58.00 1 - - 1 58.00
57.50 1 - H 1 57.50
57.00
57.00
LINER
9%
56.50
56.00
55.50
55+00
56.50
56.00
X17X3 TEMPORARY ROCK
SEDIMENT DAM - TYPE B
5.50
PERMIT SITE NO. 6
EXIST. 15' CMP. TO BE
REPLACED WITH NEW
24' CMP. STA. 55.18
55+00
65+00
7%
3%
64+50
IN FLOW DIRECTION
64+00
63+50
63+00
62+50
62+00
61+50
CHANGE IN FLOW DIRECTION
61+00
60+50
65+00
T FGR 64+50
i
----EROSION MATTING
i
i
4X14X3 TEMPORARY ROCK
r 64 0 SEDIMENT CAM - TYPE B
i
EXIST. 15' CMP. TO BE
- r - REPLACED WITH NEW
18' CMP. STA. 63.65
t 63+50
i
i
X13X3 TEMPORARY ROCK
SEDIMENT DAM - TYPE B
i
i
i
+- 63+00
i
i
i
i
i
i
i
+ 62+50
i
raw HECK DAMS OR 18' WATTLES
i SPACED AS REQUIRED
i
+ 62+00
i
i
i
i
i
i
?- 61+50
i
i
i
i
A
+ 61+00
?- 60+50
i
A
60+00 60+00
70-00 70-00
W,
69.50 T 69.50
i
i
CHECK DAMS OR 18' WATTLES
SPACED AS REQUIRED

69.00 i
i
T

69.00
Y
i
i
TEMPORARY SILT FENCE
WITH ROCK BERM

68.50 i
T
i
i
68.50
i
i

HECK DAMS OR 18' WATTLES
y i SPACED AS REQUIRED

68.00 i

i
i
i
68.00

4% i
i

i
67.50 t 67.50
r ?
i
W
i

67.00 i
i
±

67.00
X27X3 TEMPORARY ROCK

i
i SEDIMENT DAM - TYPE B

66 i
- -
66.50
PERMIT SITE NO. 7
EXIST. '48' CMP. TO BE REPLACE
WITH NEW 50'X53'X41' ARCHED CMP.
i
STA. 66.50

66.00 i
66.00
i
Y
HECK DAMS OR 18' WATTLES
CHECK DAMS OR 18' WATTLES SPACED AS REQUIRED
SPACED AS REQUIRED
i

65.50 i
i
65.50
i
i
i
w
65-00 65-00
75+00 1? T 1 75+00
74+50
STONE LINER
s% 74+00
i
i
i
i
i
i
74+50
TEMPORARY SILT FENCE
WITH ROCK BERM
74+00
73+50 t 73+50
4X13X3 TEMPORARY ROCK
SEDIMENT DAM - TYPE B \
i
i
CV\S' ?
i
73+0
i
i
72+50 r
raw
73+00
I ADO 18 CMP
STA. 72 95
72+50
72+00 72+00
CHECK DAMS OR 18' WATTLES
SPACED AS REQUIRED
4%
71+50 -
71+00
i
i
i
70+50

70+00
71+50
71+00 PRIVATE DRIVE
-TEMPORARY SILT FENCE
WITH ROCK BERM
70+50
70+00
80+00 T 80+00
79+50 -? 79+50
TEMPORARY SILT FENCE
WITH ROCK BERM
79+00 79+00
CHECK DAMS OR 18' WATTLES
SPACED AS REQUIRED
;
78+50 78+50
78+00 78+00
a% r!n
?v
RX
77+50 77+50
77+00
J

77+00
r
76+50 76+50

76+00 ;
76+00
CHECK DAMS OR 18' WATTLES
SPACED AS REQUIRED TEMPORARY SILT FENCE
WITH ROCK BERM
ANGE IN GRADE 75+50 75+50

A r_ n
STONE LINER
R;W
8%
75+00 75+00

85+00 T 85+00
50'
R
84+50 T
i
i 84+50
STONE LINER
i
i

84+00 i
i
T
i
i
i
i

84+00

83+50 i
i
-r
i
i
i
i

83+50

83+00 i
i
T
i

83+00
i
5 '
8 % Rw
82+50 i
i
i
i
i 82+50

2+00 i
i
i
i
i
i

2+00

STONE LINER i
i

i
8I+50 i
i
i
i
i 81+50

1+00 i
i
i

i

1+00
4X23X3 TEMPORARY ROCK
SEDIMENT DAM - TYPE B
i

80+50 i
i
i

80+50
5 h
U EXIST. 15' CMP. TO BE
REPLACED WITH NEW
18' CMP. STA. 80.05

80+00 80+00

goshen road.dgn 9/15/2009 8:22:03 AM
90+00 - -;
3X8X3 TEMPORARY ROCK
SEDIMENT DAM - TYPE B 5
RAN -
3%
I
89+50 T
I
I
I =
I
?
CHANGE IN GRADE 89+00
I
I
STONE LINER
i
88+50 '
I
4XIOX3 TEMPORARY ROCK
SEDIMENT DAM - TYPE B
STONE L I
LINER I
87+50
10%
4X14X3 TEMPORARY ROCK
SEDIMENT DAM TYPE B
I
88+00

50
87+00
-;-
I
I
I
I =
I i
8685++50
I =
86+00
1
I
I
I
I
I
I
I
i
85+00 -?
190+00 SOTA.190.00P
TEMPORARY SILT FENCE
WITH ROCK BERM
89+50
89+00
88+50
+
87+50
PERMIT SITE N0. 8
EXIST. 18' CMP. TO BE
REPLACED WITH NEW
24' CMP. STA. 88.25
87+00
TEMPORARY SILT FENCE
WITH ROCK BERM
86+50
86+00
ADD 18' CMP.
+50 STA. 85.50
TEMPORARY SILT FENCE
WITH ROCK BERM
85+00

95+00 - + - 5+00
,.
5 ADD 18' CMP.
STA
95.00
RNJ .
1
i
94+50 94+50

STONE LINER I

i

94+00 I

I
94+00
TEMPORARY SILT FENCE

I WITH ROCK BERM

93+50 I

I
I
I
93+50

1

0% I
I
93+00
I 93+00
I
5 '
RW
I

92+50 i

I
I
I
I
92+50

2+00 I
I
I

I
I
I

2+00
91+50
I 91+50
I
TEMPORARY SILT FENCE
STONE LINER ,
I WITH ROCK BERM

CHANGE
IN GRADE 91+00 I

i
i
91+00

CHECK DAMS OR 18' WATTLE i
i
SPACED AS REQUIRED

90+50 I
1
90+50
3 %
51 ,
RMI
I

90+00 I
90+00
100+00 100+00
FOR.
5p'
,W
R
CHECK DAMS OR 18' WATTLES
SPACED AS REQUIRED
99+50 99+50
i TEMPORARY SILT FENCE
FOR i
i WITH ROCK BERM

99+00 i
99+00
EROSION MATTING
i

98+50 i
i

98+50
FOR
5%
i
i

98+00 i
i
?-

98+00
4X26X3 TEMPORARY ROCK 5?
SEDIMENT DAM - TYPE B
RrW
,
EXIST. 1' CM T
O BE
P
S
97+50 - T- - +50 REPLACED
WITH
NEW

i 18' CMP. STA. 97.48

CHECK DAMS OR 18' WATTLES i
SPACED AS REQUIRED
i
97+00 97+00
FOR
EROSION MATTING
i

96+50 i
i
1

96+50
TEMPORARY SILT FENCE
CHANGE IN GRADE ,
i WITH ROCK BERM

96+00 i
96+00
STONE LINER i
i

1
07. 95+50 i
95+50
4X13X3 TEMPORARY ROCK
SEDIMENT DAM - TYPE B 5
RNI
i

95+00 i
95+00
goshen road.dgn 9/16/200911:22:22 AM
I' ' I 105+00 1,L
FOR i
104+50
I
EROSION MATTING
I
I
4X14X3 TEMPORARY ROCK
SEDIMENT DAM - TYPE B
104+00
I
I
103+50 T-
CHECK DAMS OR 18' WATTLES
SPACED AS REQUIRED
103+00
FOR ch
5% GRADE
05+00
104+50
104+00
EXIST. 15' CMP. TO BE
REPLACED WITH NEW
103+50
103+00
102+50 102+50
FOR
102+00 102+00
i
i
EROSION MATTING
i
101+50 FOR 101+50
CHECK DAMS OR 18' WATTLES
SPACED AS REOUIRED
i
101+00 ?- 101+00
I
I
I
I
FOR
100+50 100+50
1.
100+00 100+00
110+00
I CY1?
JE IN.FLOW DIRECTION T.
3% 109+50 4-
CHECK DAMS OR 18' WATTLES
SPACED AS REQUIRED
109+00 -;
CHANGEIIN GRADE
i
i
i
108+50 r
FOR
i
108+00
EROSION MATTI
107+50
FOR
i

5% i
107+00
4X13X3 TEMPORARY ROCK
SEDIMENT DAM TYPE B
106+50
i
i

106+00 i
i
CHECK DAMS OR 18' WATTLES
SPACED AS REQUIRED FOR
105+50
5
EROSION MATTING RW

105+00 i
0+00
109+50
109+00
108+50
108+00
107+50
107+00
ADD 18' CMP.
STA. 106.50
106+00
105+50
05+00
115+00 T 115+00

RiW
i

114+50 i
T
114+50
114+00 114+00

113+50 ,
113+50
113+00 -- 113+00
5 '
RiW
i
END OF PROJECT END OF PROJECT
STA. 112.50 STA. 112.50
,
3X6X3 TEMPORARY ROCK TEMPORARY SILT FENCE
SEDIMENT DAM - TYPE B
i WITH ROCK BERM

3,
112+00 i
112+00
PERMIT SITE NO. 9
-------•. EXIST CMP TO
'
' BE REPLACED WITH
4X1OX3 TEMPORARY ROCK 40
X24
CMP. STA. 111.75
SEDIMENT DAM - TYPE B
i
111+50 111+50
CHANGE IN GRADE i TEMPORARY SILT FENCE

i WITH ROCK BERM

111+00 i
i

i

111+00

STONE LINER i

i
B%
i

110+50 i
110+50
5 '
R I W

110+00 i
110+00

ECDS-STR.
STD. NO. I DESCRIPTION:
EROSION CONTROL
DETAILS & SPECIFICATIONS
SYMBOL:
NO.
.245.03 TEMP. SILT DITCH TSD I VI-2
- - - - - - - - - - - - - - = - -
.245.05 TEMPORARY
DIVERSION -, TD
- - - - - - - - - - - - - - - - - - - - - - - -
893.01 TEMP.SILT FENCE III I I L V1-6
-- - - - - - - - - - - - - - - - - - - - - - - - - - --
890.05 TEMP. SLOPE DRAIN
WITH EARTH BERM
-
245.02 SILT BASIN ® - - - - 12
TYPE-B
-- - - - - - - - - - - - - - - - - - - - - - - - - - -
895.10 TEMP. ROCK SILT CHECK , , , , VI-16
TYPE-B
V1-20
-----------------
892.02 TEMPORARY
ROCK SEDIMENT DAM
TYPE-B :D?
----------------------------
897.01 ROCK PIPE INLET Vi-22
PROTECTION
894.01 ----------------------- V1-24
ROCK SILT SCREEN
- - - - - - --- - - - - - - - - -
DESCRIPTION
7-,"?cTING FENCE
PROPOSED ROAD: -
SYMBOL
OR
---------------------------------
EX-ISTINGROAD: - -__-__-_---_-.
--------•-•--------- - -----•----•
_
RAILROAD:

CONTROL OF ACCESS LINE-------- --------------------•-•----------
- C

SLOPE STAKE LINE: -? - --
_ - - -

III -•-•-•------------
.-•-.- ------
BRIDGE:
- - - - - - - - - - - - - - j
CONCRETE CULVERT:
------•---•----
------- - - -
-
CMP PIPE CULVERT -
-
- - -
_ - _ _

WOODS: _
- -O i. - - - -
0 R
- - - --------•-•---- -
TELEPHONEORTEL-Ga-3FPOLr: } EXISTING: -o-- PROPOSED: -O-
TOWER POLE LINE: -? - - - - ¦ - ®- -
POWER POLE:
- EXISTING: PROPOSED: d
--------------------------------
EASEMENT LINE:
----•-------•---•------- -I-------
GUA.RD RAIL: -----------------------------
SANITARY SEWER LINE: -
-) S.S. ) S.S.
- - - - -
WATER LINE: ?-? ?-
----------•-•--
----•--
•---•
GAS LINE: ? ^
?
---------------------------------
BRUSH BARRIER -? 7 777 7 77777777

EXISTING CHANNEL : - - = - - - - - -
-----
------
------------
-
-
PROPOSED CHANNEL CHANGE:
-------------------
t-?'`---
FIBER GLASS ROVING: ?:D- F G R
----------- ----------------
-----

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