20080230 Ver 1_Application_20080204

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
PO BOX 3279, ASHEVILLE, NC 28802
January 31, 2008
US Army Corps of Engineers o ~ ®~ ~
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Mr. David Baker
Subject: Nationwide Permit #14
SR 1918, Sunshine Lake Road
State Project No. 130.081069 (DWQ Minor Permit Fee $240)
Rutherford County, NC
Dear Mr. Baker:
I have enclosed astraight-line diagram with erosion control plan, a PCN application for
NWP #14, and a vicinity map relative to the proposed project on SR 1918 Sunshine Lake
Road, Rutherford County, NC.
Sunshine Lake Road is currently a 16-18 feet wide gravel road. Division of Highways
plans to pave the road 18 feet wide and increase the typical section. Grading will be
light.
We propose to extend one (1) arch pipe culvert on an UT to Webbs Creek. Total culvert
extension will be 10 linear feet with a temporary impervious dike for dewatering during
installation. The UT is an approximately 3-foot wide stream with run/pool habitats and
gravel/sand substrate. Bed/bank features are prominent.
No stream relocation will be performed for the project. Existing channel morpholog}-
will be maintained upstream and downstream of the culvert. The culverts will be placed
below existing streambed elevation whenever possible. Riparian vegetation will be
reestablished along disturbed areas associated with the culvert extensions. Stormwater
will be diverted through grass-lined ditches or vegetated buffers prior to entering streams.
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Mr. David Baker
Page -2 SR 1918, Rutherford County
January 31, 2008
No effect on federally listed species (threatened or endangered) or their habitats is
anticipated.
As a part of the 401 Certification process, a copy of the application will be forwarded to
the NC State Historic Preservation Office as required by Section 106 of the National
Historic Preservation Act of 1966 and GS 121-12(a).
By copy of this letter, we request David McHenry, North Carolina Wildlife Resources
Commission Coordinator, to comment directly to the Corps concerning the permit
request.
By copy of this letter, we are asking Ed Ingle, Area Roadside Field Operations Engineer,
to comment on the above project. The UT of Webbs Creek is not classified as trout. A
buffer variance will not be required for the project.
By copy of this letter, I am forwarding four (4) copies of the application package to Brian
Wrenn, NC Division of Water Quality, 401/Wetland Unit and an additional copy to Mike
Parker, NC DWQ Asheville Regional Office for review and comment. Please charge the
application fee of $240.00 to WBS element # 130.081069. Please forward comments
directly to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Sincerely,
(,~ t p ~'~,`.~
Roger D. Bryan
Division 13 Environmental Officer
Enclosures
cc: J.J. Swain, Jr., P.E.
D.R. McNeal, P.E.
Ed Ingle, CPESC
David McHenry
Brian Wrenn
Mike Parker

K
Office Use Only:
USACE Action ID No.
DWQNo.20080230
(lf any particular item is not applicable to this project, please enter "Not Applicable" or "N'A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DW'Q
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII.
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: J.J. Swain, Jr. P.E. Division Engineer
Mailing Address:_ NC Department of Transportation
P.O. Box 3279
Asheville NC 28802
Telephone Number: 828-251-6171 Fax Number: 828-251-6394
E-mail Address: rdbryan cr,dot.state.nc,us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.) N/A
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Form ~'crsion March th
Page 1 of 9
Fax Number:

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III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showin~~ propert}
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion.
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format:
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project:SR 1918, Sunshine Lake Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): 130.081069
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Rutherford Nearest Town: Ellenboro
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): SR 1918 is located
between US 74 Business and SR 1917 approximately 1 mile west of Ellenboro (see map)
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum):
35.33006° N 81.78290° W
6. Property size (acres): 5.6-Acres
7. Name of nearest receiving body of water: UT to Webbs Creek (WS - IV)
8. River Basin: Broad
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is an existing_gravel road. Surrounding properties
are farmland, forest, and very low density residential
Page 2 of 9

10. Describe the overall project in detail, including the type of equipment to be used: W'e
propose to grade, drain, base, pave and install erosion control measures for SR 1918
Sunshine Lake Road. The e ui ment to be utilized includes an excavator, backhoe, and
trucks.
11. Explain the purpose of the proposed work: We propose to grade, drain, base. pave and install
erosion control measures for SR 1918. We propose to extend an existing 41' arch pipe b~ 10
feet. The additional pipe is necessary to widen the install the required typical section. A
small impervious dike will be constructed for dewaterin during pipe extension. Total
culvert extensions will be 10 linear feet. The culverts will be installed to insure aquatic life
passage within the streams.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USAGE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits.
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project.
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work.
and provide justification for the exclusion of this work from the current application.
No, no future plans.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separate)}~ from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts.
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these s}-stems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strict)}- for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 3 of 9

1. Provide a written description of the proposed impacts: We propose to extend one (1) pipe
culvert on an UT to Webbs Creek. Total culvert extension will be 10 linear feet.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage. etc. For dams.
separately list impacts due to both structure and flooding.
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no
( ) Distance to
Nearest
Stream

(linear feet) Area of ~
Impact '.
(acres) '
N/A ~

I

~
Total Wetland Impact (acres) N/A
~,
3. List the total acreage (estimated) of all existing wetlands on the property: 0.0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed.
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
( )
Stream Name
Type of Impact
Perennial o~
Intermittent. Average
Stream Width

Before Im act Impact
Length

(linear feet) Area of
Impact

(acres) I
Site 1 (32+25) UT to Webbs
Creek Arch Pipe Culvert Perennial
3• 10 0.0007 ~:
i
Site 1 (32+25) UT to Webbs
Creek Temp. Dewatering Perennial ' S0 0.00-t i

1

Page 4 of 9

Total Stream Impact (by length and acreage) 60~ O.OOJI
5. Individually list all open water impacts (including lakes, ponds. estuaries. sounds. Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads. etc.
Open Water Impact
Site Number
(indicate on ma)
Name of Waterbody
(if applicable)
Type of Impact Type of Waterbodv
(lake, pond, estuary, sound, bati,
ocean. etc.) Area of
Impact
(acres)
IY/A

Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0041
Wetland Impact (acres): 0.0
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.0041
Total Temporary Stream Impact (linear feet): 50
Total Permanent Stream Impact (linear feet): 10
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
watering, irrigation, aesthetic, trout pond,
Expected pond surface area:
Page 5 of 9

VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility. and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how- impacts
were minimized once the desired site plan was developed. If applicable. discuss construction
techniques to be followed during construction to reduce impacts. The existing secondary road
must be improved to meet current safety standards for paved roads The pipe culvert extension
requested is the minimum necessary to establish an appropriate typical section for the roadw-a~
Riparian vegetation will be established on disturbed areas associated with the~roject
construction.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include.
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in D`~-Q's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnn~ide html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreageilinear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view-.
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. PIease attach
a separate sheet if more space is needed.
Page 6 of 9

We do not feel that mitigation is warranted due to the minimal impacts of the ape culvert
extension. Additionall paving of the roadway should eliminate sedimentation from fines
associated with gravel roadway and provide a vegetated shoulder to buffer runoff.
If required, we propose to utilize the Ecosystem Enhancement Program (EEP) for the
mitigation requirements for the proposed impacts. NCDOT will be coordinatin~~ with the
EEP to obtain the appropriate mitigation credits if required.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.ushvrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so. please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) - N/A
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Page 7 of 9

1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 1 ~A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes'', identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
I 3 (2 for Catawba)
2 I.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel: Zone 2 extends an
additional 20 feet from the edge of Zone I .
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e..
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 1 SA NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The existing compacted gravel roadway acts as
an impervious surface. Paving of the roadwav should eliminate sedimentation from fines
associated with gavel surface treatment. The roadway surface will be 40% of right of ~t-av
acreage. Stormwater will be diverted through settling basins or grass lined buffers prior to
entering the streams.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Page 8 of 9

Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance «-ith
the most recent North Carolina Division of Water Quality policy posted on our w-ebsite at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species; accessibility problems, or other issues outside of the applicant's control).
With regard to hazardous spill basins the road is not classified as an arterial route: therefore
hazardous spill basins are not required. _____
~~~~U~ _ ~~~r~~g
o Applican~iAgent's Signature ~ Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

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Name: FOREST CITY Location: 035.3303758° N 081.7833549° W
Date: 1/30/2008 Caption: SR 1918 Sunshine Lake Road
Scale: 1 inch equals 1000 feet Rutherford County, NC
Copyright (C) 1996, Maotech. Inc.

Figure 1. SR 1918, UT to Webbs Creek, Station 32+25, Rutherford County, NC.

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SECONDARY ROAD PAVING PROJECT ~ ~ . ' _.Y_
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SHEET 1 OF 19 -.
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COUNTY: Rutherford TOWNSHIP: Colfax
PROJECT: SR 1918, Sunshine Lake Rd. LENGTH:. 4,043 feet, 0.77 miles
WORK TYPE: grade, drain, base, pave, erosion control RURAL PRIORITY #: ~
LOCATION: From US. 74 BUS., thence southwest for SUBD/RESID. PRIORITY #:
.77 miles
WBS ELEMENT NO: 13C. CONSTRUCTION W. O. NO.
~~
DATE: 12/17/2007 SCALE: 1 "=50' DRAWN BY: - DGM
NOTES AND PROVISIONS PERTAINING TO STRA~,GHT LINE DIAGRAM
1. Assigned right of way agent needs to verify all property owners. Property owners shown on
the straight line diagram are taken from tax maps only.
2. Fences to be moved off the right of way and reset off right of way by the Department of
Transportation crews. Any new materials, posts, wire, etc.. to be supplied by the property
owner.
3. Existing asphalt or concrete drives to be tied in with asphalt if the existing driveway is
within 20 feet of proposed centerline. See any exceptions on straight line diagram.
4. Driveway pipes to be furnished and installed as needed by Department of Transportation
crews in existing driveways.
5. Existing water lines, sewer lines, drain lines, etc., under road project to be adjusted by
Department of Transportation as needed during construction. Property owners to supply
all materials and release Department of Transportation from any liability.
6. Underground utility lines to be located by owner. Lines to be adjusted by owner as needed,
otherwise retain.
7. Note proposed right of way markers shown on straight line diagram.
8. Please inform property owners that cuts and fills could exceed proposed right of way.
9. The erosion plan should be used for erosion control purposes only.
,~rvSibi~ h~o/ ~` ~i~il~~~/'eS
Page 1

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SUNSHINE LAKE R0.
6URKE COUNTY
TYPICAL SECTION
R/W 60'
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SHEET ~OF ,L9
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E
A. FILL SLOPE __._ 2 = I 6' ABC COMPACTED
B. SHOULDER SLOPE I' PER FT. 9' ABC 1005E
C. DITCH SLOPE 3 = I TONS (DRIVES) STONE BY
D. CUT SLOPE ~ i~• I TONS (INTERS.) P
TONS (ROAD)
_.,~ TONS (TOTAL)
I 7' 4' 4'. 5' 3' I

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FULL '
SUPERELEVATION
FULL SUPERELEVATION
SECTION - EE
2/3
SUPERELEVATION 2/3 SUPERELEYATION
P. C. OR P. T.
SECTION - DD
SUPERELEVATION =
NORMAL CROWN NORMAL CROWN -
SECTION - CC
LEVEL NORMAL CROWN
SECTION - BB
' NORMAL CROWN NORMAL CROWN
SECTION - AA
STANDARD METHOD FOR OBTAINING SUPERELEVATION
2 LANE PAVEMENTS
Ideally. 2/3 of superelevation is obtained at P. C. or P. T.
as shown on Section - OD
Exomple: if moximum superelevation is +.06 -.06. the superelevotion
et the point of curve or point of tongent is +.04 -.04
.06 X 2/3 = .04•
Superelevotion for 18' Pavement
.02 0.4' E.P. to E.P.
.04 0.7' E.P. to E.P.
.06 1.1' E.P. to E.P.
.08 1.4' E.P. to E.P.
Normel Croton - 0.2
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EROSION CONTROL PLAN SHEET
Generally, the order of installation of the erosion control measures will be as
follows:
Temporary silt basins shall be installed before clearing and
grubbing begins. -
Silt fences and temporary silt ditches shall be installed after
clearing and before grading.
Temporary stone ditch checks shall be installed as soon as
ditch line is established.
Pipe outlet and inlet protection will be done as soon as the
pipe is installed.
Seeding and other permanent erosion control measures are
to be implemented as soon as practical.
Temporary rock silt checks (type B) will be spaced as required
by percent of grade as described on page VI-16 in the Erosion
And Sedimentation Guidelines.
No. 5 stone, or equivalent, will be used in conjunction with
temporary rock silt check Type-B in locations where water is
leaving the project or entering a pipe.
Silt basin size is 9'x3'x2' for 75 feet of disturbed ditch line unless othennrise
noted.
Silt basin (Type B) are designed for 1800 cubic feet per acre every storm event
and cleaned out when half full.
Per permit conditions for Corps of Engineers and the Wildlife Resources
Commission, all pipes in streams 48° or greater must be buried 12" below
streambed elevation. Pipes less than 48" must be buried with 20°r6 of the
diameter below streambed elevation.
r
. ~+~ ~ <
=::-

___ __ _
„~ ~ ;
1
,_.~ 7 Sty } ~~
=T: .f"~
~ ~ Sheet 5 of 19
PIPE INSTALLATION NOTES
1) Install erosion control devices.
2) Remove material and existing pipe while limiting, as much as possible,
material and sediment from entering the stream and/or escaping from project.
3) Prepare pipe foundation while again taking care to limit, as much as possible
material and sediment from entering the stream and/or escaping from project.
Where possible, new grade will be below existing streambed. If needed,
bedding material will be clean stone.
4) Place the new pipe and compact backfill.
5) Install slope protection on outlet and inlet ends of pipe. Also complete
installation of erosion control measures and perform maintenance as needed
on existing measures.
6) Establish permanent vegetation as soon as possible.

~;,:;
. : ~ ~-
».s~'Y ~' R ' 1 :. t .

;.~ ,,,..r ~ ~,.
• '~
- ~ ~ ..T
DESIGN FOR SILT 6ASIN SHEET .~OF_L9_ •~
1800 CUBIC FEET PER ACRE
CHECKED EVERY STORM EVENT AND CLEANED OUT WHEN HALF FULL
NOT TO SCALE
3~ ~MI
N~~
~-
2'
~-
SILT BASIN - 1 _
(S. B. 7 )
a~
MIH, :14,
>--
SILT BASIN - 2
(S. B. 14 )
6~ ~~
~..- MjN,
2, .2j-
~---
~6~
2' 28-,
~--
i
.,t •~..
SILT BASIN - 3
(S. B. 21 )
SILT BASIN - 4
(S. B. 28 )

~.
EROSION CONTROL=""'-°"~
DETAILS AND
SPECIFICATIONS
Std. x
1630.03
1630.05
1605.01
1622.01
1630.01
1630.02
1633.01
1633.02
1634.01
1634.02
1635.01
1635.02
1636.01
Descri to ion 6ym1~1
Temporary Silt Duch Tso
Temporary Diversion -~. TO -~
Temporary Silt Fence _
Temporary Slope Drain .-_ .--
pe
Silt Basin T A .~
y
pe
Silt Basin T B ~7~
y .
Temporary Rock Silt Check Type A -
Temporary Rock Silt Check Type B -
Temporary Rock Sediment Oam Type A -
Temporary Rock Sediment Dam Type B -
Rock Pipe Inlet Sediment Trap Type A - A~
Rock Pipe Inlet Sediment Trap Type B - B~'~°
Rock Silt Screen
1630.04 Stilling Basin

Rock Inlet Sediment Trao
1632.01 Type A A - OR - A
;,
1632:02 Type 6 B ^~ - OR - B
1632.03 Type C C - OR - C
868.01 Rip Rap ~~~~~~ ~?)}~~~
Pipe Outlet Energy Disipator ::.
....
Ditch Liner
Pipe Outlet or- Inlet Stabilization D
Environmentally Sensitive Areo

_ _ _ _ __
v. '~ -
• i. ;.,
SHEET ~OF Imo,
ROCK SILT CHECKS -OUTLET OF PIPE
(WIDTH OF ROCK AT THE OUTLET END TO BE 3 TIMES THE -DIAMETER
OF THE PIPE AND TAPERED INTO EXISTING DITCH)
MI.=J
_~ T-
18' CSP
RR IS
M~
I H
24' CSP
RR 24
MV- =ai
EXISTING DITCH T.5'
30' CSP
RR 30
M9N.
EXISTING DITCH 9'
36' CSP
RR 36
M ~W.
EXISTING DITCH 10.5'
42' CSP
RR 42
M~1.
EXISTING DITCH I't'
48' CSP
• RR 48
~,

~ .~, : ,
~-
OONAlO RAY HAMRICK
GERALD RAY HAMRICK
08.616. PG. 694, '93
180 BEAMS MILL R0.
ELIENBORO. NC. 28040
[phone]

JOHN PRESSLEY LOGAN
DB. 863. PG. 291. '05
4409 CITY OF OAKS WYE
RALEIGH, NC. 27612
1919) 781-5165
EXISTING 96' X
18' CSP (INLET) &
12' BLACK PLASTIC
IN
a l~l~
.~ '~
.~
,~
~~ v5• ~~
1~ SR's ~~~'
Qom.
.~~~'
r
MATCH LINE STA. 3+50
Q~
J
3
z 30'
~i
30' ~'
3
DONALD RAY HAMRICK
GERALD RAY HAMRIt:iC
06.616. PG. 694. '93
180 BEAMS MILL R0.
ElLEN80R0. NC. 28048
1828) 453-8815
2
ANITA P. DAVIS
06.98E. PG. 119. '98
205 MANSFIELD OR.
SPARTANBURG. SC.
29307
1864) 579-2301
_,~i
CV-K 1. ~v"
/~
2 ~~• 6 ~~. \9\1
22~ ~.2 ~,~.
,~.
.~
.~
,~
.~
,~
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• - RUTHERFORD COtMTY
SR. 1918 SUNSHINE LAKE R0.
., ~ : _ .
SHEET 9 ~ 19 ~~

BEGIN PROJECT STA.0+00 ~ US. 74 BUS.
BEGIN EXISTING 30' R/W LT. ~ RT.

DONALD RAY HAMRICK
GERALD RAY HAMRICK
D8.616. PG. 694. '93
180 BEAMS MILL R0.
EILENBORO. NC. 28040
[phone]
,~+T P.P.
21'LT.
- -.
~;,w. _ : ~
• RUTHERf ORO.000NTY
SR. 1918_ SUNSHINE LAKE FIO.
~ SF~ET 10 'Of 19 ~,~
Mq TRH ~ ENE S r
A • l+SO
•
5, tT,2r ~ W I ~ W ,~
D)iCN ~ 1 ~.~,~( 7
~ ~'r~ X~
~~
~~
~~
~~
w ~~
I 6
I
DONALD RAY HAMRICK
. I ~ GERALD ~ RAY HAMRICK
D6.616, PG. 694. '93
I 180 BEAMS MILL R0.
ELLENBORO. NC. 28048
I I ( [phone]
W W
' S
3 I I X
~ N
z 30' 30' z
~ ~
W ~ I ~
~O I
~, 4
v~ ( I
j
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MATCH LINE STA.3+50

i
PSG
JANE AYRES
OB. 890. PG.175. '05
OONALO RAY HAMRICK
GERALD RAY HAMRICK
DB. 616. PG. 694. '93
180 BEAMS MILL RD.
ELLENBORO. NC. 28040
[phone]
7+80 G.W,
L .
t+~
1. c.w.
~TT+~7 P.P.
I~'LT.~ (MOVE)
- ~'.
. RUTHERFORO COUNTY ; ` : s
SR. 1918 _ SUNSHINE LAKE F3p.
~ SHEET Il OF 19 , , .
«0~ ~\
S p ~~ \
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MATCH 1-
QW
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I0+62 P.P.
2t'RT.. -
~0+3~ E.r.P.
23.8'RT. WEED OFFSET)
I~
2-SBr FENCE v
ROOD PO5T5 fP00RI
9
m
DONALO RAY HAMRICK
GERALD RAY HAMRICK
z OB. 616. PG. 694, '93
180 BEAMS MILL R0.
~ ELLEN80R0. NC. 28048
~ [phone]
Ci.. 8
I
A 7 50

,~;-
_ RUTHERFORO COUNTY
SR. 1918 SUNSHINE LAKE R0.
i SHEET 1?~OF 19
MATCH LINE STA. 14+ •
~~'/~ ~~~
-~~
~ •-
14
I JANE AYRES
I ~. 890. PG. 175. '05
I 210 SUNSHINE LAKE R0.
ELLENBORO. NC. 28040
[phone]
' 4~-
OONALO RAY HAMRICK ~ ~ I
GERALD RAY HAMRICK I I
08.616. PG. 694. '93
180 BEAMS MILL R0. ; I m
~.
EIl.EN80R0. NC. 28040 ~'0 ' 30' -'
[phone] ~ ~
N ~
X I ~
W I ~
I I
12
n+ G.w.
~ I JANE AYRES
~11+4 G.w. OB. 890. PG. 175. '05
14'LT. ' 1 s~ - 210 SUNSHINE LAKE R0.
,II+ - P.P. ~ D 7~r! El_LEN80R0. NC. 28840
" "• ~ ' [phone]
BRICK
~T~„J~ I HOUSE p+18 30' OAK TREE
19'RT.
Mq TCy LINE I I
STA• ll+n.,

_ . , a. ~. ,
• RUTHERFORO COUNTY
-• ~ SR. 1918~SUNSHINE LAKE RO.
~ ~ SHEET 13 OF 19 '
MATCH LINE STA, 18+00
Gar a-r~
F~J~~~ ,x
18
DONALD &
AVA MACE
DB. 913. PG. 436. '06
450 SHORT R0.
ELlEN80R0. NC. 28040
[phone]
'
JEFF HOWARD LAWSON ~ ~ I I
08.875. PG. 658. '05 ~ ®

P.O. BOX 377
z 30,
ELLENBORO. NC. 28040 v, I
[phone] w
W
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Y
Q I
~~~^ ~ I
I + c.w.
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~~~ ~
IS+I P .P,

14+ E.I.P.
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w
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m
X
30' z
c~
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n
F~ o
i4+ •L . ENEEO OFFSET) MATCH LINE STA. 14+50
S-ser FENCE
v rooo Posrs
FEr YEr,LL caoaw
EXISTING
30' X 18' RCP
17
16
15+1T E.I.P.
14.T'RT. (NEED OFFSET) I
JANE AYRES
DB. 890. PG. 175. '85
210 SUNSHINE LAKE R0.
EILENBORO. NC. 28840
1828) 453-0508
DONALD RAY HAMRICK
GERALD RAY HAMRICK
08.616. PG. 694. '93

•,
OONALD &
AVA MACE
08.913. PG. 436, '06
450 SHORT R0.
ELLEN80R0, NC. 28040
[phone]
9-SBA FENCE w/
I~TAL • 1000 (POOR)
I+ E.I.P.
. 'L (NEED OFFSET)
I+ 7 E.I.P.
. 'L . (NEED OFFSET)
JEFF HOWARD LAWSON
QB. 875. PG. 658, '05
P.O. BOX 377
ELLENBORO. NC. 28040
[phone]
i
.,
_ l
3-SBN FENCE (CBI ~ J/~ x I
V
MATCH LINE
r
MATCH LINE S TA, 22+00
I X
~ I X~
I I
IIX
I I
W ~I v W
I ~I
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~~
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~m
X
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X rn
x
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~ 30' 30' _'
c~
z
X
w I 1 I ~
.i s:'i :~' rfi
r *.
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.. Y. .nJ,~,, ~,-k1a1/1f' .sl .l a
RUTHEFtfORO .COUNTY
:~.
SR. 1918 SUN.SFIINE LAKE RQ
SHErT 14 OF 19
22
21
6-SBr FENCE tPO0R1 2 O
ooNALO ~
AVA MACE
DB. 913. PG. 436. '06
450 SHORT R0.
ELLENBORO. NC. 28040
[phone]
IX
19
I ^ Sr~~zr
(x -L D ~T'GN
I
Ix ~
O
J
x ~
STA. 18+00 (8

.'

6-59N FENCE fP00R)
OONALD &
AVA MACE
OB. 913. PG. 436. '06
450 SHORT RD.
ELLENBORO. NC. 28040
[phone]
z
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i
Mq l~
H ~/N
E sr
k~k / / q' 2S+S0
/ / ~k~
i
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i
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11
8
I
RUTF~RFORO COUNTY
SR. 1918 SUNSHINE LAKE RD.
SHEET 15 OF 19
25
DONALD ~
AYA MACE
DB. 913. PG. 436. '06
450 SHORT RD.
ELLENBORO. NC. 28040
[phone]
24
6-SB~ FENCE 1P00R~
X i I I I~
I I X
~ x ~ 23
1 ~ 22+8T E.I,P,
x 28.6'RT, (NEED OFFSET)
X ' I E.I.P.
' 9526 R (NEED OFFSET)
X .
1
``x
~~ E s~ a• 22kvv 22
~, ~~N
a1 ~~ . ooNA~o ~
AYA MACE
08.913. PG. 436. '06
450 SHORT ti0.
ELIENBORO. NC. 28040
[phone]

i
6-SBM FENCE fP00Rl
OONAl0 &
AVA MACE
OB. 913. PG. 436. '06
450 SHORT R0.
ELLENBORO. NC. 28040
1828 453-8543
- ,: _ r _
:. - ~,-~t~ .;,
~:
• RUTHERFORO COtAVTY
,.
SR. 1918~SUNSHINE LAKE RD.
SHEET 16 OF 19-
AT CH `'NE STA. 29+50
M
X I I X
I I y( ^ 77'"rc~t
X I -~ p~iGN
W F}jf,QW W
t
;mss F- ~ x X
I ~~`~S~' EXISTING~2' X
,~. 18' CSP (INLET) 8~
r^~ ` ~~~ 18' RCP (OUTLET)
O''•r" I / F}~D
I V y ~~
I X 50 ~
I°` I
x I x
~ I ~ m
~ x
z x30'I 30' ~
-= J cZi
N I
X ~
W I I x ~
I
x I I X
I I n
~~, X
Fta~-~
MATCH LINE STA.25~

axaXs
6-58N FENCE tP00R)
OONAl.0 &
AVA MACE
29
2s
27
D& 913. PG. 436. '06
450 SHORT R0.
ELLENBORO. NC. 28040
[phone]
26

.
~/
EXISTING RAIN
T/0 LT
6-SBM FENCE tP00W
DONALD &
AVA MACE
OB. 913. PG. 436. '06
450 SHORT RD.
EILENBORO. NC. 28040
[phone]
EXISTING
22' X 15' RCP

W
3I~
i
Mq T pH~ LINE s T
l,~ A' 33+p0
I~
1,
S ~~r
X ' Fr~c £
----
1 x ~
' 3p• y °~a'o~X
~ ~
~I ~
I ~
CSI
2
m X
rl
m
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30' I HOUSE
1 x __
1 \ ' ~i~. E iR. ~ tE
~%
x

. ,~=' .
:~_~ :.
RUTHERFORO COUNTY '.
SR. 1918 SUNSHINE LAKE Rfl. .
SHEET 17 OF 19
33
S,t ~_
~TE~~ Ion 32t2S
EXISTING_
41' X 66' X 51'
ARC. CSP
32+27 E.I.P.
13.3'RT. (NEED OFFSET)
~32
a 31+50 P.P.
29'RT.
31+34 G.w.
29'RT.
6-SBt FENCE fP00Rl
31
DONALD &
AVA MACE
OB. 913. PG. 436. '06
450 SHORT R0.
ELLEN80R0. NC. 28040
c828) 453-8543
30

JEFF HOWARO LAWSON
08.868. PG. 420. '04
P.0.80X 377
ELLENBORO. NC. 28040
c828f 453-8049
334+59 E.I.P.
(NEED OFFSET)
~-58N FENCE
A
Mp~~ 1~'
W ~T ~ ')J
~~
k
~k
~x8
ooNALO a~ MA TCh
AVA MACE
W
~~

L
OB. 913. PG. 436. '06
RUTHERFORO COUNTY
+.
SR. 1918 SUNSHINE LAKE R0.
SHEET 18 OF 19
~~~
S~ A. 3Z
BETTY BISHOP HOGAN 3 7
- ~ BEVERLY J. HOGAN
1 1 08.934. PG. 547. '07
l
1~ v
' -
~' 3 6
I ~ W
I ~ -~- , 5+61 E.LP.
30' / 25.7'RT. (NEED OFFSET)
I +
I I
I I k
35
DONALD &
X
-~ X m AVA MACE
~z ~ 3 ~ OB. 913. PG. 436. '06
_ z 450 SHORT R0.
X ~ ELLENBORO. NC. 28040
I
~ I ~
~ [phone]

34
I
I I
X ~-5811 FENCE ~pOR1
I I
I ~
)C
I I
X _ ~x~zx S
~ 3 3
E STA. 33+nn

it f !,
~ 'i ~ `:'t ~ . .
CHRIS ELIJAFI MELTON RUTHERFORO ,COUNTY
08.678. PG. 253. '96 SR. 1918 SUV5fi1NE LAKE RD.
i ~ 530 SUNSHINE LAKE R0. SHEET 19 OF ~19
ELLENBORO. NC. 28040
ENO PROJECT STA. 40+43 ~ SR. 1918
ENO EXISTING 30' R/W LT. ~ RT,
TOMMY JOE HOOGE
OB. 618. PG. 280. '93
523 SUNSHINE LAKE R0.
ELLENBORO. NC. 28040
+ E.I.P.
i. 'l .

F~ Z I
~7~i I
D IrcN ' ~ ~
i ~
~~
3
c~ 30'
z
x ~
W~
1 H
m
Q
N
I /~w
~~~-
~ sr~~
~~ D~7~
m
x
30' ~
z
c~
.~

JEFF HOWARD LAWSON
OB. 860. PG. 420. '04.
P.O. BOX 377
ELLEN80R0. NC. 28040
c828) 453-8049
MATCH LINE STA. 37+00
+ E.I.P.
0.6'RT. (INFO.ONLY)
40+40 w.v.
IS'RT. ~ .(MOVE)
~+40 F.H.
20'RT.
40+39 w.v.
13'RT. tMQVE)
40
39
BETTY BISHOP HOGAN
BEVERLY J.HOGAN
OB. 934. PG. 547. '07
302 BIROSONG LN.
FOREST CITY. NC. 28043
[phone]
38
37

r:
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p
~~~~
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^ Wlpl
Ll! ^ ~
Ellenboro^^
~UTNE.~F~.2D 'L.._~LJ,.I?~ ~~
I
SR. 1918, Sunshine Lake Rd.:
Begin project at survey station 0+00 in the center of US. 74 BUS.,
thence in a southwesterly direction for a distance of 4,043 feet,
0.77 miles, to the end of project at survey station 40+43 in the
center of SR. 1918.
<<I
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