20110676 Ver 1_Application_20110719

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
July 13,2011
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EUGENE A. CONTI, JR..
SECRETARY
Ms. Lori Beckwith, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers 110676
151 Patton Avenue, Room 208 Asheville, NC 28801-2714
Subject: Nationwide 14 Permit Application
Land of Lakes Subdivision-Road Additions (SR 1198, SR 1199, SR 2000)
Polk County
State Project No. 14C.075083 (DWQ Minor Permit fee $240)
Dear Ms. Beckwith:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, drain
and pave three substandard gravel roads within Land of Lakes. Subdivision to NCDOT secondary
road standards. The roads are SR 1198 (Bishop Lane), SR 1199 (Twin Drive) and SR 2000
(Hitching Post Road) in Polk County. SR 1198 begins at the intersection of SR 1138 (Silver
Creek Road) and proceeds in a northeasterly direction for approximately 1550 feet to the
intersection of SR 1199. SR 1 199 continues in a northerly direction for approximately 875 feet
to the intersection of SR 2000. SR 2000 continues in a northerly direction for approximately
3435 feet to the end of the project. The total project length is 5,860 feet.
I am enclosing a straight line diagram, a drawing of the pipe culvert extension, a marked county
map, USGS quad map, and photographs.
The North Carolina Natural Heritage Database was checked for records of threatened and
endangered species. There are no records of threatened or endangered species for the unnamed
tributary of Ostin Creek. Additionally, there are no records for Ostin Creek downstream of the
confluence of the unnamed tributary. There are numerous records for the white irisette
(Sisyrinciriuln c/icholomunt), a federally endangered plant, near the top of the watershed. All the
records within the watershed are above 2400 feet elevation and are found in relatively high
gradient areas. The areas to be affected by this project are less than 1200 feet and exhibit
significantly lower gradient than the occupied areas near the top of the watershed. The habitat
within the subdivision has been severely altered by development and the characteristic habitat of
the white irisette is lacking. The project is greater than two miles from the nearest record for the
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Land of Lakes Subdivision
white irisette. No white irisette were found along the road during a reconnaissance of the road on
June 29, 2011.
Effects on cultural resources are not anticipated. The project is being submitted to the North
Carolina Department of Transportation's Human Environment Unit for review of potential
impacts to cultural resources. NCDOT will conduct the appropriate site investigations and.obtain
compliance from SHPO prior to project construction.
The best management practices will be used to minimize and control sedimentation and erosion
on this project. Water will be pumped around the culvert work area to minimize erosion and
sedimentation from the pipe trench. The construction foreman will review all sedimentation
control measures.during installation to ensure sedimentation is controlled effectively. If the
planned device`s are not functioning as intended, they will be replaced immediately with better
devices. The sedimentation control devices will be in place prior to pipe culvert removal and
remain in place until the new pipe is in place.
Impacts to Waters of the United States
The unnamed tributary to Ostin Creek (DWQ Class: C Tr) is not shown on the USGS
topographic map. The stream is approximately three feet in width with a well-defined channel
composed primarily of cobble, gravel and sand. The channel lacks vegetation. There is a pond
immediately above the culvert inlet. The unnamed tributary flows approximately 0.4 miles to
Ostin Creek. Ostin Creek then flows approximately 1.4 miles to Lake Adger. Lake Adger meets
the definition of a Traditional Navigable Water. For these reasons, we believe that the unnamed
tributary of Ostin Creek is Relative Permanent Water and is under the jurisdiction of the U.S.
Anny Corps of Engineers. In order to replace the culvert, it will be necessary to impact waters of
the United States in the Broad River Basin. Specifically, NCDOT is requesting to replace and
extend one metal culvert in an unnamed tributary to Ostin Creek. Listed below is a summary of
the proposed impact.
Site StNo. ation No. Station
. Existing Condition Proposed Condition Net Impacts
Site l

45+25 40'x 36" CMP 55' x 36" CMP with Plastic Liner 15'
Site IA

45+25 Free Flowing Channel Flow Diversion 80'
TotalhnpactgnL4mearFect -15
Temporary Impact for Dikes and Flow Diversion in Linear Feet 80
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act for the
construction project outlined above. By copy of this letter, I am asking Mr. David McHenry,
Land of Lakes Subdivision
Mountain Region Coordinator, of the North Carolina Wildlife Resources Commission
(NCWRC) to comment directly to you concerning the 404 Nationwide Permit request.
I am also 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 Mr. 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 Mr. Ben Williams at
[phone] or me at [phone].
Sincerely,
Owen Anderson
Division Environmental Specialist
Enclosures
cc: Mr. Brian Wrenn, DWQ, DENR, Raleigh (4 copies)
Mr. Mike Parker, DWQ Asheville
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. Jason Mays, Biologist, U.S. Fish and Wildlife Service
Mr. Mark Gibbs, P.E., Division Maintenance Engineer, NCDOT
Mr. Steven L. Cannon, P.E., District Engineer
Mr. E.L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Mr. Ben Williams, P.E., Transylvania County Maintenance Engineer, NCDOT
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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
la. Type(s) of approval sought from the
Corps:
®Section 404 Permit ? Section 10 Permit
tb. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. 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
l f. 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 1 h
below. ? Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: SR 1198 (Bishop Lane), SR 1199 (Twin Drive) SR 2000 (Hitching Post Road)
Land of Lakes,Subdivision-Road Additions
2b. County: Palk
2c. Nearest municipality/ town: Mill Spring
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: 14C.075083
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, stale, zip: N/A
3f. Telephone no.: N/A
3g. Fax no.: N/A
3h. Email address: N/A
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Division Environmental Specialist
4b. Name: Owen Anderson
4c. Business name
(if applicable):
North Carolina Department of Transportatiion
4d. Street address: 253 Webster Road
4e. City, state; zip: Sylva NC 28779
4f. Telephone no.: 828-586.2141
4g. Fax no.: 828-586-4043
4h. Email address: ofandersonOncdot.gov
6. AgentlConsultant 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
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID): N/A
lb. Site coordinates (in decimal degrees): Latitude: 35.3214 Longitude: - 82.2209
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Unnamed Tributary of Ostin Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: C Tr
2c. River basin: Broad
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 primarily deciduous forest with pockets of pine forest. Area is rural subdivision with single family
residences.
3b. List the total estimated acreage of all existing wetlands on the properly:
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 upgrade several gravel subdivision roads to current NCDOT secondary road standards
3e. Describe the overall project in detail, including the type of equipment to be used:
Widen, grade, drain and pave. The road will be cleared and grubbed and then drainage structures will be installed.
Water will be diverted and culverts will be installed. The road will be graded and paved. Track hoes, dump trucks,
bulldozers, water pumps, diversion pipe, various hand tools, sandbags will be used to accomplish the work.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or Slate been requested or obtained for this property / ? Yes ® No ? Unknown
project (including all prior phases) in the past?
Comments: N/A
4b. If the Corps made the jurisdictional determination, what type El 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 Stale determinations and attach documentation.
N/A
5. Project History
5a. Have permits or certifications 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" instructions.
N/A
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ? Yes ®No
6b. If yes, explain.
N/A
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
la. 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. 26. 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 ? PEI 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 ? PEI Y ? Yes ? Corps
? No ? DWQ
2g. Total welland impacts N/A'
2h. Comments: N/A
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)
S1 ® P ? T Culvert Liner and
Extension UT to Ostin Creek
- ® PER
? INT ® Corps
® DWQ 3 15
S1A ? P ® T Flow Diversion UT to Ostin Creek ® PER
? INT ® Corps
® DWQ 3 80
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S2A ?
P ?T ? PER ? Corps
, ? INT ? DWQ
S3 ? P ? T ? PER ?.Corps
? INT ? DWQ
SM ?P ? T ?PER ? Corps
? INT ?:DWQ.
3h. Total stream and tributary impacts 15
3i. Comments: Temporary Impacts for Impervious Dikes and Flow Diversion is 80 feet.
Page 5 of 11
PCN Form - 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 impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ? P ? T N/A N/A N/A N/A
02 ?P?T
03 ?P?T
04 ? P ??
41'. 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. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (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
5f. Total
5g. Comments: N/A
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no: N/A
5i. Expected pond surface area (acres): N/A
5j. Size of pond watershed (acres): N/A
5k. Method of construction: N/A
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: N/A
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 feel) (square feet)
Temporary T Impact required?
B1 ? P ? T N/A N/A [I 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
Page 6 of 11
PCN Form- Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The culvert Is being extended in length only to provide the minimum width needed to bring this road up to current secondary
road standards.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
An impervious dike will be Installed in the channel to minimize the water (lowing into the work area. Then water will be
diverted around the site during pipe installation to limit downstream habitat and water quality degradation. Appropriate BMPs
for High Quality Waters will be Installed according to the approved erosion and sedimentation control plan prior to culvert
Installation.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U:S. or Waters of the State? ? Yes ? No
2b. Iryes, 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

? Permitlee 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
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 ®cold
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
4h. Comments: N/A
5. Complete If Using a Permlttee Responsible Mitigation Plan
5a. If using a permiltee responsible mitigation plan, provide a description of the proposed mitigation plan.
N/A
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 result in an impact within a protected riparian buffer that requires ? Yes ® No
buffer mitigation?
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.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (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
6h. Comments: N/A
Page 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse. Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or Is it adjacent to protected riparian buffers Identified ? Yes Z No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, [hen 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? N 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:
Project is Covered by Individual NPDES Permit NCS000260
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? N DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
? Phase II
3b. Which of the following locally-implemented slormwaler 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. DWQ Stormwater Program Review
? Coastal counties
? HQW
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
? Yes N No
attached?
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 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the ®Yes ? No
use of public (federaVstate) land?
lb. 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: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Welland 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): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. WIII this project (based on past and reasonably anticipated future impacts) result in ? Yes ®No
additional development, which could Impact nearby downstream water quality?
31b. 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 project is limited to widening and paving several existing gravel roads of an existing subdivision to minimum
secondary road standards. The road is not likely to affect the development patterns 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 10 of 11
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 N No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes N 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?
NC 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 S No
6b. What data sources did you use to determine whether your site would Impact Essential Fish Habitat?
There are no marine or estuarine habitats within the Blue Ridge Physiographic Province
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the slate, federal or tribal
governments have designated as having historic or cultural preservation ? Yes N 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?
This project has been submitted to NCDOT Human Environment Unit for review of historical and archeological resources.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes O No
8b. If yes, explain how project meets FEMA requirements:
Be. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Owen Anderson July 13, 2011
Applicant/Agent's Printed Name 'Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page I I of 11
PCN Form - Version 1.3 December 10, 2008 Version
3# 1 Sta. 45+50
1998
hop Road (Land of Lakes)
k County County
Existing & Prop. Center Line
35.321
2 1
® ---_---------------- ---------------------
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
989.9 40', 36" CMP with 55', 36" CMP 991.3
fs Approximately 20' from shoulder of existing road
1 991.2
2 989.2
See plans for erosion control
' Drawing not to scale
14' " W 011' 13' 0.40' W 2' 13' " W
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Name: MILL SPRING Location: 035° 19' 12.03" N 082' 13' 17.60" W NAD 27
Date: 7/8/2011 Caption: Land of Lakes Subdivision
Scale: 1 inch equals 1000 feet Road Additions
Polk County
Copyiiyhl (C) 1991, Maplech, Inc
Land of Lakes Subdivision - Road Additions - Polk County
SR 2000 - Hitehinl; Post Road
Permit Site 1 - Sta. 45+25

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N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
L7.1?/ n? ?7/!iG ???!'??/Sin ?n ,
SUBJECT: Bishop Lane/Twin Drive/Hitching Post Road (addition)
LOCATION: Begin at the intersection of SRI 138 (Silver Creek Road) and
Bishop Lane (Private Rd.) and continue in a Northerly direction for a total distance of
5;860 feet to end of project.
WORK TYPE: Grade, Drain, Base, Pave & Erosion Control
WORK ORDER:. /?G• a%sog3 PRIORITY:
COUNTY: Polk TOWNSHIP: White Oak
DATE: 06/29/2010 SCALE: 1`50'
Current ADT Bracket 0-360 Design ADT Bracket 0-600
Water: Springhead
NOTES: 50' R/W PREPARED BY: JAB BGS
MAX SLOPE
FILL 1 V1: l
CUT 1:1
Land Of Lakes (Add.)
Page I
a
HENDERSON, JAMES S III ET U
3100 FLAT ROCK RD
KEWSHAW,SC 29067
TM5 P43-10
Book 275 Page 307
Owner ID 29117
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WOOD, ADAM LLOYD
341 BISHOP LANE
MILL SPRING, NC 28756
TMS P43-7B
Book 361 Page 1776
Owner ID 36837
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GETTYS, MICHAEL FRED
1603 DUNCANS CREEK RD
ELLENBORO,NC 28040
TMS P43-80
Book 225 Page 1275
Owner ID 13266
SRII38 Silver Creek Road
RUSSELL, EDWIN E
PO BOX 417
MILL SPRING, NC 28756
TMS P43-9
Book 250 Page 1580
Owner ID 25649
Sta. I+50
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MOORE, DWIGHT
W m Dwight Moore Jr.
0 o FERNANDINA BCH, FL 32034
J J - TMS P43-86
0 o Book 225 Page 1237
: c Owner ID 22515

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0+00 SRII38 Silver Creek Road
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IL
I
WALKER, JASON E
191 BISHOP LN
MILL SPRING, NC 28756
P43-75
Book 37G Page 2066
Owner ID 37825
E Ste. 8+90
i
' O
HAMMETT,LOREN DEAN
122 LANIER DR
LANDRUM,SC 29356
TMS P43-77
Book 183 'Page 1210
Owner ID 12425
IL
0

Land Of Lakes (Add.)
Page 2
O
COVINGTON, KEVIN
IIBO LANE
CAFFNE-Y, SC 29340
TMS P43-II
Book 280 Page 975
Owner ID 29729
Sta. 8+00 T
O
0
Op
O
CHILDERS, JIMMIE L
1106 E FREDERICK ST .
GAFFNEY, SC 29340
TMS P43-12
Book 183 Page 1204
Owner ID 12183
xlstlnq 60'X15' CMP
.place 60'X18' CMP
St a. 6,60
IL
Gas Line Marker I n
? 1Gas Line Markers
0
WOOD,ADAM LLOYD
Book 361 Page 1776
O
HENDERSON, JAMES S III ET U
Book 275 Page 307
Ex/stIng 20'X15' CMP
Reploce 20'X15' CMP
RAVEL DRIVE

o ' 8 I ?I Replace 50'X CMP
j 50'X188' CMP
5+00
5+OO Land Of Lakes' (Add.)'
I B 9 Page 3
o:
0 12
GRIFFIN, BARBARA H
257 SAVANNAH ROUND
SUMMERVILLE, SC 29485
TMS P43-13
Book 299 Page 1607
Owner ID 31099
II
BULTMAN, LINDA S
121 WINN STREET
SUMTER, SC 29150
TMS P43-73
Book 326 Page 108
Owner ID 33000
CHILDERS, JIMMIE L
Book 183 Page 1204

GRAVEL- DR1VE-
Sta.
T
FE
10
BRANCH, LYDIA
PO BOX 118
MILL SPRING, NC 28756
TMS P43-74
Book 213 Page 491
Owner ID 20912
T-
G)
WALKER,JASON E
Book 370 Page 2066
GRAVEL DRIVE
GRAVEL DRIVE
o:
0
O
COVINGTON, KEVIN
Book 280 Page .975
10+00
IS
KEISLER, R & E ET AL
108 AUSTIN MC CARTHY RD
GILBERT, SC 29054
TMS P43-71
Book 157 Page 2200
Owner ID 12564
a+
m
N
W
J
O'
O
Z
F
It Sic.17+90
PAVED DRIVE
14
BROCK, RONALD R.
25 TWIN DRIVE
MILL SPRING, NC 28756
TMS P43-72
Book 267 Page 602
Owner ID 28373
PAVED DRIVE
L Sta. 16+50
U 7 Land Of Lakes (Add.)
DENTON, GEORGE W JR Page 4
P 0 BOX 344
MILL SPRING, NC 28756
Book 219 Page
O
ID 21575 1299 o
wner Sta. 19+60 L

ExlsfIng 20'X[5' RCP
I Replace 20'X15' CmP
`
JI G? .6
DENTON
GEORGE W
R
?F ,
J
! P 0 BOX 344
MILL SPRING, NC 28756
\
\

P43-37
TMS P
m Page 154
1 I Owner ID 25626
STONE-, WILLIAM T
5191 HWY 357
CAMPOBELLO,SC 29322
TMS P43-36
Book 276 Page 143
Owner ID 29202
13
Existing 20'X]2-' HCP
Replace 20'X15' CNP
GRAVEL DRIVE
GRAVEL DRIVE
II
BULTMAN, LINDA S
Book 326 Page 108
TWIN DRIVE SR 1199
NAME
BISHOP LANE SR 1198
i T
Proposed 40'X18' CUP
Sta. 15*50
1891 GRIFFIN, BARBARA H
15+00 12 Book 299 Page 1607
BISHOP LANE SR 1198
C
WINTER DRIVE
'L
D

Sic. 15.011 T_
NEWMAN, CLYDE C JR
P, 0 BOX 412
. 2g LYNN,NC 28750
TMS P43-55
Book 278 Page 1661
Owner ID 29429
St c.24+25
irll I ?
O I
I
Proposed 15'X15' F{QPE
Land Of Lakes (Add.)
Page 5 ,
GRAVEL DRIVE HITCHING POST ROAD SR 2000
E
WHITE, KERRY DEAN
171 TWIN DR.
22 MILL SPRING, NC 28756
TMS P43-69
Book 349 Page. 1456
Owner ID 35226
If- Sta. 23+30
TWIN DRIVE SR 119
GRAVEL DRIVE
_ 19
( COOPER, BILLY
148 WILLS HILL DR
LYMAN, SC 29365
TMS P43-70
Book 180 Page 1859
Owner ID 12218
ME CHANGE
TWIN DRIVE SR 1199
24 21
1 3_ I S 1 CHRISTIAN, JANET L
PO BOX 221
MILL SPRING, NC 28756
TMS P43-47
Book 189 Page 1144
Owner ID 12286
I
w
>
I
0
Z I

~I
V
2
3
1
10 PAVED DRIVE
Fence

'
'
Proposed 40
XIB
CMP
Ix
?Z
?f
2 2
10 911

eas ><
20
CHRISTIAN, JAMES C
PO BOX 221
MILL SPRING, NC 28756
TMS P43-46 -
BOOK 229 Page 435
Owner ID 22823
T'
DEERFIELD DRIVE
Sta. 21+20
.R
Sta. 21+00
IS
KEISLER, R & E ET AL
Book 157 Page 2200
3
Q
1 31
gig
Existing 40'X15' UP
Reploce 45'XIS' CMP
4:Concrete Steps
D
11 -0 17
20+00 DENTON, GEORGE W JR
Book 219 Page 1299
sta. 22+g5

le
DENTON, GEORGE W JR
P 0 BOX 344
MILL SPRING, NC 26756
TMS P43-39
Book 219 Page 1507
Owner ID 21575
27
CHRISTIAN, CALVIN L
PO BOX 1113
ROEBUCK, SC 29376
TMS P43-53
Book 187 Page 1593
Owne' ID 12185
25
CHRISTIAN, CALVIN
P 0 BOX 1113
ROEBUCK, SC 29376
TMS P43-54
Book 285 Page 1536
Owner ID 30038
Sta. 26,10
23
NEWMAN, CLYDE C JR
Book 278 Page 1661
Proposed 15'X[5' CMP
GRAVEDDRryE
GRAVEL. DRIVE
Proposed 15'X15' CMP
0
li
I
I I
17
25-1
91
$3
of
of
0
N
Of
N
F-
N
oo I
U
_Z
2
U I
2
7
I.
6
13?
Proposed 15'X15'CMP Land Of Lakes (Add-.)
' Page 6
4
F

`P 26
1
I m I DURHAM, HOMER B
C/O ALLEN DURHAM
cu / TRYON, NC 28782
TMS P43-50
Book 322 Page 1926
Owner ID 32730
Proposed 15'X[5' CMP

0
n
C7
Sta. 28+85L
26
MAHAFFEY, RALPH 8
795 ETHEL RD'
SPARTANBURG,SC 29301
TMS P43-49
Book 214 Page 513
Owner ID 21130
Sta. 27+25 FL
24
EDGE, JACKSON E
130 MUSTANG DRAG ROAD
WELLFORD,SC 29385
TMS P43-48
Book 198 Page 1911
Owner ID 15514
T-
-Fence
pA?F? ?Rr?F
11
OO
21
CHRISTI , JANET L
Book 189 Page 1144
32
CO1LE, DOYLE
P 0 BOX 6371
SPARTANBURG,SC 29304
TMS P42-100
Book 264 Page 7
Owner ID 27915

STAPLETON,ROBERT F
7615 W SWAN AVE
PORT ST LUCIE, FL 34983
TMS P42-99 -
Book 184 Page 1487
Owner ID 13103
FL
GRAVEL DRIVE
Proposed 15'%15' CMP
29
CHRISTIAN, CALVIN L
PO BOX 1113
ROEBUCK, SC 29376
TMS P43-52
Book 230 Page 325
Owner ID 23044
cr

GRAVEL DRIVE
Proposed 25'%i5`CMP
E)
1
1
1
I
134
ti 8
II
I
I
? I I
I I
331
I
-„-l I
I I
I 1
I I
I I
I I
I 1
1321
1881
I Cal
I ?I
I "I
I of
I ?I
I ?I
1 =1
I I
18 81
1 1
1 1
1 1
1 1
1 I
1 I
1 I
Ilolol
30+00
CIL- Land Of Lakes' (Add.)'
GR4 F? Page 7 ,
33
GREENE, DONNIE CARROLL
? r^1 205 HITCHING POST ROAD
¢ MILL SPRING, NC 28756
1

L 0 Lu I TMS P55-169
Book 262 Page 525

Owner ID 27601
&7i
?f
I
I
1
I
I
I
Ste. 34-21
t
31
STAHR,RALPH C JR
22 DOVE VALLEY
HENDERSONVILLE. NC 28739
TMS P55-168
Book 374 Page 1642
Owner ID 38006
T-

28
DURHAM,HOMER B
C/O ALLEN DURHAM
Book 322 Page 1926
Sta. 30+60

28
DURHAM, HOMER B
C/O ALLEN DURHAM
Book 322 Page 1926
LONG,EDWARD

37 PO BOX 388
MILL' SPRING, NC 28756
TMS P42-98
Book 312 Page 913
D
IL Owner ID 31546 St
39+60
a.

STAPLETON,ROSERT F
761S W SWAN AVE
PORT ST LUCIE, FL 34983
TMS P42-99
Book 184 Page 1487
Owner ID 13103
IL
GRAVEL DRIVE
Existing 40'X15'HDPE
Replace 40'X15' CMP
I 0,
o:
0
Land Ut LaKes (Add.)
Page 8
36
CIGAM CONSTRUCTION INC
C/O NATHAN HUGHES
ORANGEBURG, SC,29116
TMS P55-173
Book 222 Page 394
Owner ID 22124
F'L
GRAVEL DRIVE
35
REYNOLDS, JARIS MILES
1220 W MELVIN HILL RD 4R
COLUMBUS, NC 28722
TMS P55-172
Book 366 Page 2231
Owner ID 37185
32
COILE, DOYLE
Book 264 Page 7
1L
34 TAYLOR,JOHN T
Book 229 Page 1045
'
S±a,?S*70 L
TAYLOR,JOHN T
102 WAVERLY POINT ROAD
34 LEXINGTON, SC 29072
Book 229 Page 1045
Owner ID 23056
T? 5ta. 35+25
33 GREENE, DONNIE CARROLL
Bopok 262 Page 525
O
Existing 40'X15' CMP 119'
Replace 45'X18' CMP 35+00
U2
DAWKINS, STEPHEN
1819 VALLEY VIEW RD
W COLUMBIA, SC 29169
TMS P42-94
Book 187 Page 107
Owner ID 12258
Sta. 44+35
41
SMITH, HYLAND PENNINGTON JR
365 HITCHING POST DRIVE
MILL SPRING, NC 28756
TMS P42-95
Book 254 Page 2131
Owner ID 26433
l L-
39 EGAN, KATHERINE L
Book 200BE5 Page 101648
Sta. 42+75
GRAVEL DRIVE l
Exfstin9 50'X12'LNP (I
ReDlgce 50'X15' CMP
Land Of Lakes (Add.)
Page 9
DAWKINS, STEPHEN
0 1819 VALLEY VIEW RD
`n 43 W COLUMBIA, SC 29169
TMS P55-176
Book 226 Page 1767
Owner ID 12259
GRAVEL DRIVE D
Sta. 44+35 ' L
40
COILE, THURMAN TRUSTEE
33316 WESTWOOD DRIVE
RIDGE MANOR, FL 33523
TMS P55-175
Book 355 Page 842
Owner ID 34964
Existing 50'X24'CMP
Replace 50'X24' CMP
I
EGAN, KATHERINE L
433 HOBCAW DR.
MT.PLEASANT,SC 29464
TMS P42-97
Book 200BE5 Page 101648
Owner ID 37670
'L
38
37
LONG, EDWARD
Book 312 Page 913
GRAVEL DRIVE
Existing 45'X15' HDPE
Replace 45'X15' CMP
0
i
T 881
Pipe Continued 40+00
From Sta. 39+80
GILLILAND, JAMES L
705 NORTH CLEAR CREEK RD
Hendersonvilfe, NC 28792 .
TMS P55-174
Book 238 Page 458
Owner ID 24482
Proposed 40'X18' CMP
T-
T-
36 CIGAM CONSTRUCTION INC
Pace 222 Pace 394
S? +D? Land Of Lakes (Add.)
3 I Page 10
Sto.49+85 T Sto.49+85
0
? z

44
z PALOMBO, TODD G
DAWKINS, STEPHEN R HITCHING POST
Book 319 Page 853 BEAUFORT, SC 29902
TMS P42-8
- , Book 370 Page 1874
_ I Fence Owner ID 37276
4 9 _
9 9
P roposed 48'X18' CMP ? z

zz z Sta.48+65

I- sto.48+58
i
`"
I 45
qq I DAWKINS, STEPHEN
4 8 1819 VALLEY VIEW RD
DAWKINS, STEPHEN R W COLUMBIA, SC 29169
1819 VALLEY VIEW RD _ TMS P42-7
W COLUMBIA; SC 29169 Book 359 Page 2099 '
TMS P42-91
Book 319 Page 853 GRAVEL DRIVE Owner ID 12258
Owner ID 32416 - - "

' I- Sta. 47+15 Sta. 47+15
4 7
9 9
42 BISHOP LANE
DAWKINS, STEPHEN Proposed 20'X15'CMP
Book 187 Page 107 Stone
Chimney Sta. 46+50 'L
R sta.4 00 i ll 4 43
Sto ion I DAWKINS, STEPHEN
O Book 226 Page 1767
k
'3'-Stream'
DAWKIN
,
",

Book ZZ,
'
'
/Z• ?S+aJ
X36
CMP
Exlstl 9 40
_ Replace 4 36' CMP "

9
45+ 00
Land OfLakes- (Add.)
Page l
Fence d
48
JAMISON, JANET L ET AL
Book 221Poge 937
o pp
Sic. 59170
L
49
CACERES, JOSE ENRIOUE
179 MARTIN CIRCLE
ROYAL PALM BEACH, FL. 3341
TMS P42-II
Book 354 Page 902
Owner ID 35516
Ste. 53+35
Ste. 53+20
47
OWEN,JOHN
Book 241 Page 304
PAVED DRIVE
?T
i
47
OWEN, JOHN
545 HITCHING POST ROAD
MILL- SPRING, NC 28756
TMS P42-88
Book 241 Poge 304 Existing 42'X15' CMP =
Owner ID 24711 Reploce 45'XI8'HOPE ,?
9
Fence
48
JAMISON, JANET L ET AL
PO BOX 736
COLUMBUS,NC 28722
SOIL DRIVE TMS P42-10
Book 221 Page 937
Proposed 15'X15' HOPE Owner ID 20156
SOIL DRIVE
Proposed WAIT HOPE
46
PALOMBO, TODD G
Book 370 Page 1874
? x
O
? x
Scot 'Turn
- - 9 8 j Fence
50+00
IL_
1L_
TOLERICO, HELEN F
373 CHIMNEY ROCK ROAD
MILL SPRING, NC 28756
TMS P42-83
Book 180 Page 1864
Owner ID 13160
w
it
a
c?
Fence Fence
Existlnq' 22'X12' RCP x
Replace 25'X15' HOPE -
(Private Road)
End
Propose 'T'
Type Tu n-around CHIMNEY ROCK ROAD (Private)
5' Timber
-Steps (Do not Disturb)
70'
'ect Sta.58 60
51
CANNON, JAMES RICHARD
TMS P42-84
Book 365 Page 909
Owner ID 37396
I
Si 59+50
GRAVEL DRIVE
-X-X?
Fence 5 $
I 2 FM
CANNON, JAMES RICHARD
625 HITCHING POST DRIVE
51 MILL SPRING, NC 28756 GRAVEL DRIVE 5 7
TMS P42-85 12
Book 365 Page 909 Proposes 20'X15' CNP
Owner ID 37396
Sta. 56+75
Proposed 15'X15' HDPE
GRAVE
GRAVEL pF
Proposed 15'X15' CNP
?Proposed 40'XI9'CMP
48
JAMISON. JANET L ET AL
Book 221 Page 937
SOIL DRIVE
Fence
3
o'
Fe
I
'i
IFx
1
/I?I GRAVEL DRIVE
I FR isting 12'X12, RCP
place 15'X 5 CMP
P
Land Of Lakes (Add.)
Page 12
T-
50
GIL, VINCE
70 COLD SPRINGS DR
MILL SPRING, NC 28756
TMS P42-20
Book 213 Page 2080
Owner ID 20924
Sta. 55+25
nce 551
IL
LIGHTHOUSE LANE
00

-le n»:
s, f,-- 1
PIPE
DATA Bishop Lane/Twin Drive/Hitching Post (Addition) Page I of 1
County: Polk WORK ORDER: 14C.0750f33
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
5+02 50'x 18" CAP 50'x 18" HDPE Replace Cross-Pipe
5+36 20'x 15" CAP 20'x 15" HDPE Replace Driveway Pipe
6+80 60'x 15" CAP 60'x 18" HDPE Replace Cross-Pipe
15+75 40'x18" HDPE Proposed Cross-Pipe
17+10 20' x 12" RCP 20'x 15" HDPE Replace Driveway Pipe
19+27 20'x 15" RCP 20'x 15" HDPE Replace Driveway Pipe
21+08 40'x 15" CAP 45'x 18" HDPE Replace Cross-Pipe
22+56 40'x 18" HDPE Replace Cross Pipe
24+30 15'x 15" HDPE Proposed Driveway Pipe
28+35 15'x 15" HDPE Proposed Driveway Pipe
28+65 15'x 15" HDPE Proposed Driveway Pipe
29+30 15'x 15" HDPE Proposed Driveway Pipe
29+94 15'x 15" HDPE Proposed Driveway Pipe
32+87 15' x 15" HDPE Proposed Driveway Pipe
33+72 25'x 15" HDPE Proposed Driveway Pipe
35+01 40'x 15" CAP 45'x 18" HDPE Replace Cross-Pipe
39+80 40'x 15" HDPE 40'x 15" HDPE Replace Driveway Pipe
40+25 40' x 18" HDPE Proposed Cross-Pipe
40+85 45'x 15" HDPE 45' x 15" HDPE Replace Driveway Pipe
42+46 50'x 24" CAP 50'x 24" HDPE Replace Cross- Pipe
43+49 50'x 12" CAP 50'x 15" HDPE Replace Driveway Pipe
45+25 40'x 36" CAP *x 36" CAP Replace Cross- Pipe (Over- flow from Pond)
46+85 20'x 15" HDPE Proposed Driveway Pipe
48+75 40'x 18" HDPE Proposed Cross-Pipe
51+00 15'x 15" HDPE Proposed Driveway Pipe
51+08 42'x 15" CAP 45'x 18" HDPE Replace Cross- Pipe
52+09 15'x 15" HDPE Proposed. Driveway Pipe
55+68 12'x 12" RCP 15'x 15" HDPE Replace Driveway Pipe
56+25 40' x 18" HDPE Proposed Cross-Pipe
56+40 15' x 15" HDPE Proposed Driveway Pipe
56+64 15' x 15" HDPE Proposed Driveway Pipe
57+03 20'x 15" HDPE Proposed Driveway Pipe