20080661 Ver 1_Application_20080410

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
April 7, 2008
Mr. David Baker, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208 ~ ^ ~ , , ~ ~~
Asheville, NC 28801-2714 I~.LJ ~ 1
Subject: Nationwide 14
SR 1171, Cummings Road
Henderson County
State Project # 140.045116 (DWQ Minor Permit Fee $240.00)
Dear Mr. Baker:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, drain and pave
SR 1171, Cummings Road, in Henderson County. This proposal entails widening and improving the
existing paved road to a standard 22-foot roadway. The work is necessary to improve safety. Funds
have been allocated for this project and NCDOT would like to perform this work during the 2008-09
paving season. Cummings Road is a secondary paved connecting road.
am enclosing a PCN, a plan set with the proposed erosion control, and construction limits along this
project. In addition, I am sending a typical section of the road, drawings for the pipe culvert replacement
as well as a marked county and USGS topographic map.
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 tributaries to the
French Broad River. The unnamed tributaries are small (1-3 feet wide) and do not have sufficient flow to
support mussels and habitat for fish is limited. There is a recent record for the bog turtle (Glyptemys
muhlenbergi~) approximately 0.7 miles from the site and a historic record for the mountain sweet pitcher
plant (Sarracenia jonesi~) within approximately 0.3 miles. The wetlands at site 8 are forested wetlands
and are adjacent to the stream. The primary vegetation is silky dogwood, tag alder and black willow. The
wetland at site 12 is associated with spring heads adjacent to the road. The vegetation consists primarily
of tag alder, Japanese privet, Japanese honeysuckle, multiflora rose, black willow and sycamore. Both
wetlands are bordered by highly disturbed agricultural fields. The wetlands to be impacted are not typical
of habitat for the bog turtle or pitcher plant and the permanent impact is small, 0.031 acres. The project is
limited in scope. For these reasons, we believe there will be "no effect" on threatened or endangered
species.
The State Historic Preservation Office (SHPO) and the Office of State Archaeology have reviewed this
project and determined that no significant cultural resources are likely to be impacted. No further
investigations or studies were recommended.
The best management practices will be used to minimize and control sedimentation and erosion on this
project. Water will be pumped around the 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 effectively controlled. If the planned devices are not functioning as intended,

i
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
Three of the unnamed tributaries to the French Broad River are shown as perennial streams on USGS
topographic maps. The stream widths vary from approximately 1-3 feet with well-defined channels
composed of sand and gravel substrate. The channels lack vegetation. Leaf litter along the channels
has signs of deposition. The remaining streams and spring seeps are not shown on USGS topographic
maps but have well-defined channels and have had flow on several visits to the site. The three springs
are associated with a small forested wetland. Spring boxes with drains will be installed at these areas.
The unnamed tributaries and springs flow directly to the French Broad River, which meets the definition of
a Traditional Navigable Water. For these reasons, we believe these unnamed tributaries of the French
Broad River meet the definition of Relatively Permanent Waters and are under the jurisdiction of the U.S.
Army Corps of Engineers. The two small forested wetlands are abutting Relatively Permanent Waters
and would also be under the jurisdiction of your agency. In order to complete this project, it will be
necessary to impact waters of the United States in the French Broad River Basin. The French Broad
River is classified as DWQ Class B upstream of the mouth of Gash Creek and is classified as Class WS-
IV, Bbelow the mouth of Gash Creek. Specifically, NCDOT is requesting to replace eight culverts, install
three spring boxes on three perennial spring seeps and impact 0.031 acres of forested wetland. Multiple
headwalls will be constructed in association with the culverts. Listed below is a summary of the proposed
impacts.
Site No. -Station Existing Condition Proposed Condition Net Impacts
Site 1, Sta. 25+00 60" x 52' CMP 72" x 104' CMP
60" x 96' CMP Hi h Flow w/ headwall 52'
Site 1A, Sta. 25+00 Open Channel Im ervious Dike 30 ftZ
Site 1A, Sta. 25+00 Free Flowin Channel Flow Diversion 125'
Site 2, Sta. 41+55 24" x 55' CMP 24" x 90' CMP 45
Site 2A, Sta. 41+55 Open Channel Im ervious Dike 30 ft2
Site 2A, Sta. 41+55 Free Flowin Channel Flow Diversion 120'
Site 3, Sta. 51+97 30" x 70' CMP 36" x 73' RCP w/ headwall 3'
Site 3A, Sta. 51+97 O en Channel Im ervious Dike 30 ft2
Site 3A, Sta. 51+97 Free Flowin Channel Flow Diversion 95'
Site 4, Sta. 60+45 30" x 60' CMP 36" x 67' RCP w/ headwall 7'
Site 4, Sta. 60+45 Open Channel Im ervious Dike 30 ft2
Site 4, Sta. 60+45 Free Flowin Channel Flow Diversion 80'
Site 5, Sta. 76+95 48" x 40' CMP 54" x 70' RCP w/ headwall 30'
Site 5, Sta. 76+95 O en Channel Im ervious Dike 30 ftz
Site 5, Sta. 76+95 Free Flowin Channel Flow Diversion 95'
Site 6, Sta. 107+55 54" x 42' CMP w/ headwall 60" x 68' CMP w/ headwall 26'
Site 6, Sta. 107+55 Open Channel Impervious Dike 30 ftZ
Site 6, Sta. 107+55 Free Flowin Channel Flow Diversion 85'
Site 7, Sta. 119+20 36" x 31' CMP w/ endwall 60" x 55' RCP w/ headwall 24'
Site 7A, Sta. 119+20 O en Channel Im ervious Dike 30 ftZ
Site 7A, Sta. 119+20 Free Flowin Channel Flow Diversion 80'
Site 76, Sta. 119+20 Forested Wetland Hand Clearin 0.00800 acres
Site 7B, Sta. 119+20 Forested Wetland Permanent Fill 0.00400 acres
Site 8, Sta. 133+00 Site 8 Eliminated - Not'urisdictional
Site 9, Sta. 53+40 30" x 71' CMP 30" x 79' CMP 8'
Site 9A, Sta. 53+40 Open Channel Impervious Dike 30 ft2
Site 9A, Sta. 53+40 Free Flowin Channel Flow Diversion 95'
Site 10, Sta. 70+20 Sprin ercolatin out of fill slope Sprin box w/ 6" x 35' CMP 38'
Site 11, Sta. 71+80 Sprin percolatin out of fill slope S rin box w/ 6" x 41' CMP 44'
Site 12, Sta. 72+15 to 73+10 S rin ercolatin out of fill sloe S rin box w/ 6" x 22' CMP 25'
Site 12A, Sta. 72+15 to 73+10 Forested Wetland Permanent Fill 0.02700 acres
Total Permanent Perennial Impacts 302'
Total Permanent Intermittent Im acts 0'
Total Permanent Wetland Impacts 0.03100 acres
Total Tem orar Stream Impacts 825'
Total Tem orar Wetland Im acts 0.00800 acres
-2-

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, Mountain Region
Coordinator, of the North Carolina Wildlife Resources Commission (NCWRC) to comment directly to you
concerning the 404 Nationwide Permit request.
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 me or Mr. Josh Lanning at (828)
891-7911.
Sincerely,
~~
Mark T. Gibbs, P.E.
District Engineer
Enclosures
cc: Mr. Brian Wrenn, DWQ, DENR, Raleigh (4 copies)
Mr. Troy Wilson, Biologist, U.S. Fish and Wildlife Service
Mr. David. McHenry, Mountain Region Coordinator, NCWRC
Mr. Mike Parker, DWQ, Asheville
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer
Mr. E.L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Mr. Steve Cannon, P.E., Henderson County Maintenance Engineer, NCDOT
File
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits,
Section 401General Water Quality Certifications, and Riparian Buffer and
Watershed Buffer Rules
SR 1171, Cummings Road
Henderson County
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NCDOT, Division 14
Office Use Only: Form Version March OS
Page 1 of 11

USACE Action ID No. DWQ No.
(If 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 DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 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: North Carolina Department of Transportation
Mailing Address: 4142 Haywood Road
Horse Shoe NC 28742
Telephone Number: 828-891-7911 Fax Number: 828-891-5026
E-mail Address: N/A
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.)
Name: Mark T. Gibbs. P.E.
Company Affiliation: North Carolina Department of Transportation
Mailing Address: 4142 Haywood Road
Horse Shoe. NC 28742
Telephone Number: 828-891-7911 Fax Number: 828-891-5026
E-mail Address: mgibbsCa~dot.state.nc.us
Page 2 of 11

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USAGE 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 1171, Cummings Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): 140.045116
3. Property Identification Number (Tax PIN): N/A
4. Location County: Henderson Nearest Town: Etowah
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From the
Transylvania County line on US 64 in Etowah, take US 64 and go east approx. 3.2
miles to the intersection of US 64 and SR 1171. Turn right on SR 1171. This is the
stationed end of the project. Go 2.4 miles to the intersection of SR 1171 and SR
1210 for the beginning station on the project. The referenced sites are located at:
Sta 25+00 Sta. 41 +55 Sta 51 +97 Sta 53+40 Sta 60+45 Sta. 70+20 Sta. 71 +80
Sta. 72+15 through Sta. 73+10, Sta. 76+95, Sta. 107+55, and Sta. 119+20.
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): Site 1: 35.30487° N 82.56468° W
Site 2: 35.30873° N 82.56658° W Site 3: 35.30953° N 82.05157° W
Site 4: 35.31133° N 82.57208° W Site 5: 35.31427° N 82.57542° W
Site 6: 35.32110° N 82.57655° W Site 7: 35.32367° N 82.57412° W
Site 9: 35.31067° N 82.56964° W Site 10: 35.31087° N 82.57418° W
Site 11: 35.31320° N 82.57453° W Site 12: 35.31340° N 82.57476° W
Page 3 of 11

6. Property size (acres): N/A
7. Name of nearest receiving body of water: Unnamed Tributaries of French Broad River
(DWQ Class B above Gash Creek and WS-IV,B below Gash Creek)
8. River Basin: French 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/adrnin/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: residential and agricultural
10. Describe the overall project in detail, including the type of equipment to be used: The
existing deteriorating pipes will be excavated and replaced. Crosspipes will be
replaced/extended to accommodate standard shoulder widths for safety. Spring
boxes will be installed and drained. The road will be widened and paved. A
backhoe, loader, dump truck and standard hand tools, pumps, sandbags and pipes
will be used to complete this work.
11. Explain the purpose of the proposed work: This project is a paved road
i~rovement to widen, grade, drain and pave an existing substandard road to meet
current NCDOT secondary road standards.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
Page 4 of 11

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. N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g:, culvert installation should be listed separately 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 systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs maybe included at the applicant's discretion. If this proposed impact is strictly 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.
1. Provide a written description of the proposed impacts: In order to construct the
p_r__oiect in accordance with our current secondary road standards, it is necessary to
impact waters of the United States in the French Broad River Basin. Specifically,
NCDOT is requesting a permit to extend and/or replace eight culverts in unnamed
tributaries and install three spring boxes and drain pipe and impact 0.039 acres of
forested wetland. Impacts are listed in tables below.
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 Type of Wetland Located within Distance to Nearest Area of hnpact
Site Number Type of Impact (e.g., forested, marsh, 100-year
Stream (linear feet) (acres)
(indicate on map) herbaceous, bog, etc.) Floodplain
Site 7 Sta. 119+20 Hand Clearing Forested Yes 5' 0.00800
Site 7 Sta. 119+20 Permanent Fill Forested Yes 5' 0.00400
Site 12 Sta. 72+15 to Sta. 73+10 Permanent Fill Forested Yes 0'-22' 0.02700
Total Wetland Impact (acres) 0.03100
Temporary Wetland Impacts for Clearing (acres) 0.00800
Page 5 of 11

3. List the total acreage (estimated) of all existing wetlands on the property:
0.075 acres (estimated)
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 map)
Stream Name
Type of Impact
Perennial or
Intermittent? Avg. Stream
Width Before
Impact Impact
Length
(linear feet) Area of
Impact
(acres)
Site 1, Sta 25+00 UT to the French Broad Culvert Perennial 2' 52 0.00239
Site 1A, Sta 25+00 UT to the French Broad Impervious Dike Perennial 6' Dike 5 0.00069
Site 1A, Sta 25+00 UT to the French Broad Flow Diversion Perennial 2' 125 0.00574
Site 2, Sta 41+55 UT to the French Broad Culvert Perennial 1' 45 0.00103
Site 2A, Sta 41+55 UT to the French Broad Impervious Dike Perennial 6' Dike 5 .0.00069
Site 2A, Sta 41+55 UT to the French Broad Flow Diversion Perennial 1' 120 0.00275
Site 3, Sta 51+g7 UT to the French Broad Culvert Perennial 1' 3 0.00007
Site 3A, Sta 51+97 UT to the French Broad Impervious Dike Perennial 6' Dike 5 0.00069
Site 3A, Sta 51+97 UT to the French Broad Flow Diversion Perennial 1' 95 0.00218
Site 4, Sta 60+45 UT to the French Broad Culvert Perennial 1' 7 0.00016
Site 4A, Sta 60+45 UT to the French Broad Impervious Dike Perennial 6' Dike 5 0.00069
Site 4A, Sta 60+45 UT to the French Broad Flow Diversion Perennial 1' 90 0.00184
Site 5, Sta 76+95 UT to the French Broad Culvert Perennial 1' 30 0.00069
Site 5A, Sta 76+95 UT to the French Broad Impervious Dike Perennial 6' Dike 5 0.00069
Site 5A, Sta 76+95 UT to the French Broad Flow Diversion Perennial 1' 90 0.00218
Site 6, Sta 107+55 UT to the French Broad Culvert Perennial 2' 26 0.00119
Site 6A, Sta 107+55 UT to the French Broad Impervious Dike Perennial 6' Dike 5 0.00069
Site 6A, Sta 107+55 UT to the French Broad Flow Diversion Perennial 2' 90 0.00390
Site 7, Sta 119+20 UT to the French Broad Culvert Perennial 2' 24 0.00110
Site 7A, Sta 119+20 UT to the French Broad Impervious Dike Perennial 6' Dike 5 0.00069
Site 7A, Sta 119+20 UT to the French Broad Flow Diversion Perennial 2' 75 0.00367
Site 9, Sta 53+40 UT to the French Broad Culvert Perennial 1' 8 0.00018
Site 9A, Sta 53+40 UT to the French Broad Impervious Dike Perennial 6' Dike 5 0.00069
Site 9A, Sta 53+40 UT to the French Broad Flow Diversion Perennial 1' 100 0.00218
Site 10, Sta 70+20 UT to the French Broad Spring Box w/ 35' drain Perennial <1' 38 0.00087
Site 11, Sta 71+80 UT to the French Broad Spring Box w/ 41' drain Perennial <1' 44 0.00101
Site 12, Sta 72+15 to
Sta. 73+10 UT to the French Broad Spring Box w/ 22' drain Perennial <1' 25 0.00057
Total Perennial Stream Impact (by length and acreage) 302 0.00926
Temporary Impacts Flow Diversions and Impervious Dikes Respectively 825 0.00551
Page 6 of 11

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 Name of Waterbody Type of Impact Type of Waterbody (lake, pond, Area of Impact
(indicate on map) (if applicable) estuary, sound, bay, ocean, etc.) (acres)
N/A 0.00000
Total Open Water Impact (acres) 0.00000
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.00926
Wetland Impact (acres): 0.03100
Open Water Impact (acres): 0.00000
Total Impact to Waters of the U.S. (acres) 0.04026
Total Perennial Stream Impact (linear feet): Permanent 302
Total Stream Impact (linear feet) Temporary 825
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. N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
Page 7 of 11

VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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.
Water will be diverted during the installation of the pipes to minimize sedimentation.
T_he_.pipe will be placed below the stream bottom to minimize fragmentation of aquatic
habitat.
Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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 USACE 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 DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
ham://h2o. enr.state.nc. us/ncwetlands/strm~ide.html.
Page8of11

1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed. N/A
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.us/wrp/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):
VIII. 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
Page 9 of 11

IX. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse),
15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A 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 (square feet) Multiplier Required Mitigation
1 3 (2 for Catawba)
2 1.5
Total
" Gone l extends out 3° Teet perpendicular from the top oY the near bank of channel; Zone Z extends an addihonai 20 feet from the edge oT Gone 1.
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 15A NCAC 2B
.0242 or .0244, or .0260. N/A
X. 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. N/A
XI. 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
Page 10 of 11

XII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIII. 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 with the
most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The
road is being widened to minimal standards. The residential community along the road is
well-established. Cumulative impacts from this project should be minimal.
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). N/A
3 h 4- ~-d8
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 11

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
C. PROJECT LOCATION AND BACKGROUND INFORMATION: SR 1171 Cummings Road
State:NC County/parish borough: Henderson City: Etowah
Center coordinates of site (lat/long in degree decimal format): Lat. 35.3142° l~, Long. 82.5756° .
Universal Transverse Mercator:
Name of nearest waterbody: Unnamed Tributaries of French Broad River
Name of nearest Traditional Navigable Water (TNW) Into which the aquatic resource flows: French Broad River (DWQ B &WS-IV B)
Name of watershed or Hydrologic Unit Code (HUC): 06010105030
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
^ Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: January 29, 2008
® Field Determination. Date(s):
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are. no "navigable waters of the U.S."within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
^ Waters subject to the ebb and flow of the tide.
^ Waters are presently used, or have been used in the past, or maybe susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There ire '`waters of the U.S" within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): t
^ TNWs, including territorial seas
^ Wetlands adjacent to TNWs
Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
^ Non-RPWs that flow directly or indirectly into TNWs
® Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
^ Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
^ Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
^ Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: for each impact site 100 linear feet: 1-3 width (ft) and/or acres.
Wetlands: 0.075 acres.
c. Limits (boundaries) of jurisdiction based on: Established by OHW7YI.
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
~ Boxes checked below shall be supported by completing the appropriate sections in Section III below.
Z For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
s Supporting documentation is presented in Section QLF.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section IILD.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.C below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Pick List
Drainage area: Pick List
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
^ Tributary flows directly into TNW.
^ Tributary flows through Pick List tributaries before entering TNW.
Project waters are Pick List river miles from TNW.
Project waters are Pick List river miles from RPW.
Project waters are Pick List aerial (straight) miles from TNW.
Project waters are Pick List aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWS:
Tributary stream order, if known:
Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid
West.
s Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.

(b) General Tributary Characteristics (check all that apply):
Tributary is: ^ Natural
^ Artificial (man-made). Explain:
^ Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Pick List_
Primary tributary substrate composition (check all that apply):
^ Silts ^ Sands ^ Concrete
^ Cobbles ^ Gravel ^ Muck
^ Bedrock ^ Vegetation. Type/% cover:
^ Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: Pick list
Tributary gradient (approximate average slope):
(c) Flow:
Tributary provides for: Pick Lisf
Estimate average number of flow events in review area/year: Pick List
Describe flow regime:
Other information on duration and volume:
Surface flow is: Pick List. Characteristics:
Subsurface flow: Pick List. Explain findings:
^ Dye (or other) test performed:
Tributary has (check all that apply):
^ Bed and banks
^ OHWM6 (check all indicators that apply):
^ clear, natural line impressed on the bank ^
^ changes in the character of soil ^
^ shelving ^
^ vegetation matted down, bent, or absent ^
^ leaf litter disturbed or washed away ^
^ sediment deposition ^
^ water staining ^
^ other (list):
^ Discontinuous OHWM.~ Explain:
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
High Tide Line indicated by: ^ Mean High Water Mark indicated by:
^ oil or scum line along shore objects ^ survey to available datum;
^ fine shell or debris deposits (foreshore) ^ physical markings;
^ physical markings/characteristics ^ vegetation lines/changes in vegetation types.
^ tidal gauges
^ other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
^ Riparian corridor. Characteristics (type, average width):
^ Wetland fringe. Characteristics:
^ Habitat for:
^ Federally Listed species. Explain findings:
^ Fish/spawn areas. Explain findings:
^ Other environmentally-sensitive species. Explain findings:
^ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: Pick List. Explain:
Surface flow is: Pick List
Characteristics:
Subsurface flow: Pick List. Explain findings:
^ Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
^ Directly abutting
^ Not directly abutting
^ Discrete wetland hydrologic connection. Explain:
^ Ecological connection. Explain:
^ Separated by berm/barrier. Explain:
(d) Proximity_(Relationshin) to TNW
Project wetlands are Pick List river miles from TNW.
Project waters are Pick List aerial (straight) miles from TNW.
Flow is from: Pick List.
Estimate approximate location of wetland as within the Pick List floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain: .
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
^ Riparian buffer. Characteristics (type, average width):
^ Vegetation type/percent cover. Explain:
^ Habitat for:
^ Federally Listed species. Explain findings:
^ Fish/spawn areas. Explain findings:
^ Other environmentally-sensitive species. Explain findings:
^ Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: Pick List
Approximately ( )acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section IILD:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
^ TNWs: linear feet width (ft), Or, acres.
^ Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Flow has been present during an exceptional drought situation..
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:

Provide estimates for jurisdictional waters in the review area (check all that apply):
® Tributary waters: 1001inear feet at each of 8 sites 1-3width (ft).
^ Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
^ Tributary waters: linear feet width (ft).
^ Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
® Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
® Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW: The shrub-scrub wetland is found on both sides of a spring seep that has a well defined
channel just downslope of the spring origin and on both sides and continuous with a perennial stream..
^ Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section IILB and rationale in Section IILD.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: 0.075 acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
~~^ Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
^ Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters?
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
^ Demonstrate that impoundment was created from "waters of the U.S.," or
^ Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
^ Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY);to
^ which are or could be used by interstate or foreign travelers for recreational or other purposes.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
^ which are or could be used for industrial purposes by industries in interstate commerce.
^ Interstate isolated waters. Explain:
^ Other factors. Explain:
SSee Footnote # 3.
9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.

Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
^ Other non-wetland waters: acres.
Wetlands:
acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPL1~:
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
^ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
^ Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
^ Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
^ Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
^ Other non-wetland waters: acres. List type of aquatic resource:
^ Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
^ Maps, plans, plots•or plat submitted by or on behalf of the applicant/consultant:
^ Data sheets prepared/submitted by or on behalf of the applicant/consultant.
^ Office concurs with data sheets/delineation report.
^ Office does not concur with data sheets/delineation report.
^ Data sheets prepared by the Corps:
^ Corps navigable waters' study:
^ U.S. Geological Survey Hydrologic Atlas:
^ USGS NHD data.
^ USGS 8 and 12 digit HUC maps.
^ U.S. Geological Survey map(s). Cite scale & quad name:
^ USDA Natural Resources Conservation Service Soil Survey. Citation:
^ National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
^ FEMA/FIRM maps:
^ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ^ Aerial (Name & Date):
or ^ Other (Name & Date):Cummings Road Impact Sites 2008.
^ Previous determination(s). File no. and date of response letter:
^ Applicable/supporting case law:
^ Applicable/supporting scientific literature:
^ Other information (please specify):site photographs at culvert crossings.
Identify type(s) of waters:
B. ADDITIONAL COMMENTS TO SUPPORT JD: All the tributaries for this project are small and similar and all flow to the French
Broad River; therefore, they have been written up on one JD form. The two small wetlands are abutting the tributaries. The review area is
limited to 50 feet above and below each culvert site.

1 ~
~ Site # 1 Sta. -L- 25+00 Coordinates N 58493
Proj # 140.045116 LAT 35-18-1
SR 1171 (Cummings Road)
Henderson County
Proposed Center Line
Existing Center Line
60" RCP
~Bankful Elev. 2064.6
Outlet Inv. Elev. 2063.6
2
___ ~___~..__ __.__. .m.. _........~ ~

72" RCP ~~_~.__._ _, .___._.~.._..__ _~_,__ ...~_.~___.__
~Thalweg Elev. 2063.6 Replace Existing (1) 60" x 52' CMP
Outlet Inv. Elev. 2062.6 with (1) 72" x 104' RCP
and (1) 60" x 96' RCP w/Headwall
Depth Buried 1.0 ft
38 / E 936730.6442
19 / LON 82-33-52.61016
2065.3 ~ Bankful Elev.
2064.3 Outlet Inv. Elev.

__ 1
2064.3 ~ Thalweg Elev.
2063.3 _
Inlet Inv. Elev.
1. Road alignment shifts the pipe down the channel from present location.
2. Proposed culvert is buried below stream bed to allow for aquatic
organism passage during low flow conditions.
3. Channel improvements include low flow channel to 72" RCP to maintain
bankfull depths. 60" RCP set to convey high flows.
plans for erosion control * Drawing not to scale
Site # 2 Sta. -L- 41+55
Proj # 140.045116
SR 1171 (Cummings Road)
Henderson County
6151 / E 936174.6089
53641 / LON 82-33-59.955
Proposed Center Line
Existing Center Line
2

----------------- ----------
t - ---- 1
_. ___ ,...._ _ m~ _._~
.. ..
Top of Box
~Thalweg Elev. 2066.2 Replace Existing (1) 24" x 55' CMP 2066.5 Box Invert Elev.
Outlet Inv. Elev. 2066.2 with (1) 24" x 95' RCP 2066.5 Inlet Inv. Elev.
Depth Buried 0.0 ft
1. Road improvements lengthen the pipe down the channel from present
location.
See plans for erosion control * Drawing not to scale

Site # 3 Sta. -L- 51+97 Coordinates N 587102.9001 / E 935435.6641
Proj # 140.045116 LAT 35-18-38.09728 / LON 82-34-09.165'
SR 1171 (Cummings Road)
Henderson County
2
1
- --------t-- - ------
Thalweg Elev. 2068.0. Replace Existing (1) 30" x 70' CMP 2070.5 ~ Thalweg Elev.
Outlet Inv. Elev. 2067.4 with (1) 36" x 73' RCP w/Headwall 2069.9.. Inlet Inv. Elev.
Depth Buried 0.6 ft
1. Proposed culvert is buried below stream bed to allow for aquatic
organism passage during low flow conditions.
See plans for erosion control
Site # 4 Sta. -L- 60+45
Proj # 140.045116
SR 1171 (Cummings Road)
Henderson County
Existing & Prop. Center Line
ordinates
Existing & Prop. Center Line
2 °~
Thalweg Elev. 2065.0 Replace Existing (1) 30" x 60' CMP
Outlet Inv. Elev. 2064.4 with (1} 36" x 67' RCP w/Headwall
s
Depth Buried 0.6 ft
1. Proposed culvert is buried below stream bed to allow for aquatic
organism passage during low flow conditions.
* Drawing not to scale
9757 / E 934634.1111
83936 / LON 82-34-18.92128
1
2068.0 ~ Thalweg Elev.
2067.4 Inlet Inv. Elev.
See plans for erosion control '` Drawing not to scale

Site # 5 Sta. -L- 76+95 Coordinates N 588502.2023 / E 9
Proj # 140.045116 LAT 35-18-51.25609 / LON
SR 1171 (Cummings Road)
Henderson County
Proposed Center Line
Existing Center Line
2 1
-- ----------------- ------ ------------
Thalweg Elev. 2068.0 Replace Existing (1) 48" x 40' CMP 2070.3 ~ Thalweg Elev.
Outlet Inv. Elev. 2067.2. with (1) 54" x 70' RCP w/Headwall 2069;5 Inlet Inv. Elev.
Depth Buried 0.8 ft
1. Road alignment shifts the pipe down the channel from present location.
2. Proposed culvert is buried below stream bed to allow for aquatic
organism passage during low flow conditions.
See plans for erosion control
Site # 6 Sta. -L-107+55
Proj # 140.045116
SR 1171 (Cummings Road)
Henderson County
Coordinates
Proposed Center Line
Existing Center Line
'~ Drawing not to scale
N 590962.8634 / E 933413.3062
aT 35-19-15.53341 / LON 82-34-35.232`,
2 1
Thalweg Elev. 2064.0 Replace Existing (1) 54" x 42' CMP w/ Endwalls 2065.6 ~ Thalweg Elev.
Outlet Inv. Elev. 2063.0 with (1) 60" x 68' RCP w/ Headwall 2064.6 Inlet Inv. Elev.
Depth Buried 1.0 ft
1. Road improvements lengthen the pipe down the channel from present
location.
2. Proposed culvert is buried below stream bed to allow for aquatic
organism passage during -ow flow conditions.
See plans for erosion control * Drawing not to scale

Proj # 140.045116
SR 1171 (Cummings Road)
Henderson County
Hates
Proposed Center Line
Existing Center Line
2
- -
-- ------------ ----
Thalweg Elev. 2064.0 Replace Existing (1) 36" x 31' CMP w/ Endwall
Outlet Inv. Elev. 2063.0 with (1) 60" x 55' RCP w/ Headwall
Depth Buried 1.0 ft
165.1385
-34-26.55101
1
2066.2 ~ Thalweg Elev.l
2065.2 Inlet Inv. Elev.
1. Road improvements lengthen the pipe down the channel from present
location.
2. Proposed culvert is buried below stream bed to allow for aquatic
organism passage during low flow conditions.
See plans for erosion control * Drawing not to scale
# 8 Sta. -L- 133+00 Coordinates N 593221.3240 / E 934146.8426
Proj 40.045116 LAT 35-19-38.11962 / LON 82-34-27 8 25
SR 1171 ummings Road)
Henderson my SITE 8 ELIMINATED - Nt~T
JtlRISDICTIGNAL
Proposed Center Line
Existing Center Line
2 ~ _ 1
Thalweg Elev. 2069.5 Replace Exis ~ (1) 30" x 35' P w/ 2079.0 ~ Thalweg Elev.
Outlet Inv. Elev. 2068.9 Headwall ndwall 2078.4 Inlet Inv. Elev.
ith (1) 36" x 59' RCP w/ Hea ally
Depth Buried 0.6 ft &Endwall
1. Propo culvert is buried below stream bed to allow for aquatic
or ism passage during low flow conditions.
erosion control
* Drawing not to

,Site # 9 Sta. -L- 53+40 Coordinates N 587141
Proj # 140.045116 LAT 35-18-3.
SR 1171 (Cummings Road)
Henderson County
Proposed Center Line
Existing Center Line
2
Thalweg Elev. 2065.1 Retain & Extend Existing (1) 30" x 71' CMP
Outlet Inv. Elev. 2065.1 with (1) 30" x 8' CSP
for total length of 79 LF
Depth Buried 0.0 ft
1
~,
2067.5 ~ Thalweg Elev.
2067.5 _
Inlet Inv. Elev.
1. Road improvements lengthen the pipe down the channel from present
location..
See plans for erosion control * Drawing not to scale
Site # 10 Sta. -L- 70+20 Coordinates N 587986.6730 / E 933984.1903
Proj # 140.045116 LAT 35-18-46.31698 / LON 82-34-27.053E
SR 1171 (Cummings Road)
Henderson County
Proposed Center Line
Existing Center Line
i
2 1
--------- ------ --------- --- -
--
Thalweg Elev. NAT GND Install Proposed Spring Box with NAT GND ~ Thalweg Elev.
Outlet Inv. Elev. --- (1) 6" x 35' CSP --- Inlet Inv. Elev.
Depth Buried 0.0 ft
1. Road improvements fill over spring location requiring pipe from spring
box to outside roadway fill limits_
See plans for erosion control * Drawing not to scale

Site # 11 Sta. -L- 71+80
Proj # 140.045116
SR 1171 (Cummings Road)
Henderson County
N 588112.8545 / E 933883.768
aT 35-18-47.52853 / LON 82-34-28.31
Thalweg Elev. NAT GND Install Proposed Spring Box with NAT GND ~ Thalweg Elev.
Outlet lnv. Elev. --- (1) 6" x 41' CSP --- Inlet Inv. Elev.
Depth Buried 0.0 ft
1. Road improvements fill over spring location requiring pipe from spring
box to outside roadway fill limits.
See plans for erosion control * Drawing not to scale
Site # 12 Sta. -L- 72+15 - 73+10 Coordinates N 588186.6103 / E 933819.3608
Proj # 140.045116 LAT 35-18-48.23468 / LON 82-34-29,128',
SR 1171 (Cummings Road)
Henderson County
Proposed Center Line
Existing Center Line
i
Thalweg Elev. NAT GND Install Proposed Spring Box and NAT GND ~ Thalweg Elev.
Outlet Inv. Elev. --- (1) 6" x 22' CSP --- Inlet Inv. Elev.
s
Depth Buried 0.0 ft
1. Road improvements fill over spring location requiring pipe from spring
box to outside roadway fill limits.
See plans for erosion control
* Drawing not to scale

~ ~
Henderson County
SR 1171 -Cummings Road
NW 14 Sites
Site 1
Inlet Outlet

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Henderson County
SR 1171 -Cummings Road
NW 14 Sites
Site 3
Inlet Outlet
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picture page 2

Henderson County
SR 1171 -Cummings Road
NW 14 Sites
Site 6
Inlet Outlet
Site 7
Inlet
Site 8 (Intermittent) Site 8 Eliminated -not jurisdictional
Site 9
Inlet
Outlet
Outlet
picture page 3

Henderson County
SR 1171 -Cummings Road
NW 14 Sites
picture page 4
Site 10 -Spring
Site 11 -Spring
Site 12 -Spring

Site 7
Site 6
Site 5
Site 12
Site 11
Site 10
Site 4
Site 9
Site 3
Site 2
Site 1
Site 8 Eliminated
Henderson County Vicinity Map (Hendersonville inset)
SR 1171, Cummings Road

Site 7
Site 6
Site 5
Site 12
Site 11
Site 10
Site 4
Site 9
Site 3
Site 2
Site 1
Site 8 Eliminated
Henderson County Topographic Map
SR 1171, Cummings Road

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GLI
DIVISION OF HIGHWAYS
HENDERSON COUNTY
PR07ECT:1~C.0~5ll6
SR ll71 (CUNNINGS ROAD) FROM
SR 1210 SIG WII,LOW ROAD)
TO US 6~( (BREVARD ROAD)
SHEET 2 OF 13
3/10/08

-~1WLB-- WETLAND BOUNDARY PROPOSED BRIDGE

L WETLAND PROPOSED BOX CULVERT
DENOTES FILL IN
®
WETLAND ~~ PROPOSED PIPE CULVERT
f2'-48`
DENOTES PERMANENT (DASHED LINES DENOTE PIPES
® SURFACE WATER FMPACT EXISTNG STRUCTURES) 54' PIPES
& ABOVE
DENOTES PERMANENT
SURFACE WATER IMPACT
(POND) SINGLE TREE
~~~j~;~ DENOTES TEMPORARY
~~~1LL~/~ FILL IN WETLAND WOODS LINE
~~j~;;~ DENOTES EXCAVATION
~?%LLLZLd IN WETLAND ® DRAINAGE INLET
® DENOTES TEMPORARY
SURFACE WATER IMPACT
^ * * * DENOTES MECHANIZED
** ** ^" * CLEARING ~ ROOTWAD
~- F LDW DIRECTION
n~ ;
~ ''~
~
- TOP OF BANK ~
~
RIP RAP
WE
EDGE OF WATER o
Vin.
LIMIT OF CUT
- ~ -PROP 5 ADJACENT PROPERTY OWNER
. OR PARCEL NUMBER
E IF AVAILABLE
- -
- - P ROP. LIMIT OF FILL

-~ PROP. RIGHT OF WAY PREFORMED SCOUR HOLE
--NG-- NATURAL GROUND
PL LEVEL SPREADER (LS)
~
-
_ PROPERTY LINE -
-TDE- TEMP. DRAINAGE
EASEMENT
-PDE - PERMANENT DRAINAGE ~ GRASS 3WALE
EASEMENT
-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB- EXIST. ENDANGERED
PLANT BOUNDARY
--~~ --- WATER SURFACE
XX XX X X LIVE STAKES
~~~®~
BOULDER DIVISION OF HIGHWAYS
--- COIR FIBER ROLLS HENDERSON COUNTY
PROJECT: I4C.0~l5ll6
SR 1171 (CUNNINGS ROAD) FROM
SR 1210 (BIG WII,LOW ROAD)
TO US 6~t (BREVARD ROAD)
~_
oa
O N
N n
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SHEET a OF Ia
a/lo/os

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SUA~N~~~~Y' ®F ~~~`~CTI~D Ialt®PEl~`T'Y' ~WIOTEItS

TRACT N0. PROPERTY OWNER ADDRESS SITE N0.
O CUMMINGS COVE COMPANY. LLC c/o RICK CHERRY
PALM BEACH GARDENS, FL 33410 1,2
4449 BAY SHORES ROAD
O2 FRENCH WILLOW FARM, LLLP
SARASOTA, FL 34234 I

O MILDRED W. WH{TESIDE (5228 STUMPVIEW COURT
3
AND JOHN H. WHITES(DE HUNTERVILLE, NC 28078
13 BEVERLY GRAY PO BOX 1508
ETOWAH, NC 38729 4
R. CECIL WELLS AND 1[ EARLYS MOUNTAIN ROAD 3,4,5,9,
l4 BETTY R. WELLS LEICESTER. NC 28748 10, II, & l2
O
22 PHILLIP N. ELYEA AND 6 FOREST RUN DRIVE
5
DEBORAH A. ELYEA ARDEN.NG 28704
989 MORRISON DRtVE
27 JANE S. STONEY
CHARLESTON, SC 29403 6,7
38 DAN DUCOTE ENTERPRISES, INC. PO BOX 364
ETOWAH, NC 28729 6
1811 CUMMINGS ROAD 7
40 MARILYN G. GHANDOUR HENDERSON,NC 28739

TEMPORARY IMPACTS ARE WITHIN NCDOT'S EXISTING RIGHT-OF-WAY.
~~~®~
DIVISION OF HIGHWAYS
HENDERSON COUNTY
PROJECT:I~C.0~5ll6
SR ll71 (CUMMINGS ROAD) FROM
G ~ ~ SR 1210 (BIG WILLOW ROAD)
TO US 6~( (BREVARD ROAD)
SHEET ~ OF lb 3 / 10 / OS

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- •~• i4C.045i16 1
140.045116
HEIVDERSON COUNTY
LOCATION: SR 1171(CUMMINGS ROAD) FROM SR 1210 (BIG WILLOW ROAD)
TO US 64 (BREVARD ROAD)
TYPE OF WORK.• GRADING, DRAINAGE, PAVING,
PAVEMENT MARKING £~ PAVEMENT MARKERS
NCDOT CONTACTS: J. RALPH CANNADY, P.E. MARK T. G1BBS, P.E.
DIVISION PROJECT MANAGER, DIVISION 14 DISTRICT 1 ENGINEER, DIVISION 14
GRAPHIC SCALES DESIGN DATA
50 0 50 10o ADT 2001 = 2,800
ADT 2025 = 5,100
PLANS DHV = 10 %
50 0 50 1fl0 D = 60
T = 3 %'
PROFILE (HORIZONTALI y = 40 MPH
PROFILE
' TTST 1% DUAL 2%
PROJECT LENGTH
LENGTH ROADWAY PROJECT 140.045116
= 2.438 MI
Preicared In tts Offlcs cf.~ n
5121 KingdKO ° ~u1fASSOCIATES61 •~' 851-606b
1006 SiANDARO SPECIFfG170NS
RIGHT OF WAY DATE: BRIAN A. WILES. P.E.
PROjRCT EIGINEER
LETTING DATE:

SK 1`11U (tSlli WiLLUW 11VAL)
TO US 6~ 03REVARD ROAD)
?T 6 OF 13 3/10/08
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
ARY PLANS
OR WMTAUm10ti
P#tELIMINARY PLANS I
DO nm Use P°R W~•SfituCf~oY
DIVISION OF HIGHWAYS
STRTE OF NORTH CAROLINA
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' ~ :° ~~ ~ .M PR®JECT 140.045116: WETLAII~D SITE MAP

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k ~ ~ 'f ~'~, WATER IMPACT /~ 5298
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a KO & ASSOCIATES, P,C.
® Consulting Engineers
SlA Stviceoa7 M'ar,sW1510e, R.LLflGH.kC nma
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DENOTES PERMANENT
® SURFACE WATER IMPACT
7JECf REFERENCE NO. SHEET NO.
14C,04511b 5
owAr oESwN NroRAUUa
ENGINEER ENGWEER

PRELIMIN Y PLAlvS
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DIVISION OF HIGHWAYS
HENDERSON COUNTY
PROJECT: UC.095ll6
SR ll71 (CUNNINGS ROAD) FROAI
SR 1210 1BIG WIi.LOW ROAD)
TO 1JS 64 (BREVARD ROAD)
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ROCK PLATING
CI IDCA(`C ~
LEGEND
W
Q
Z
W
w
z
w
w
N
a
0
O
0
~~,
~~
Iw
Z
J
z
v
s
Y
6
3
E
4
D
2
N
E
0
0
0
0
0
a
w
i
w
Z
J
U
F-
1
SPE TA L E DRCH
INO4 fo saw
Q'~ D
9 xat D= I ft.
& 2 Ft.
STATION TO STATION SIDE
6M60 - 6H00 ftT
CAI G
SPECIAL LATERAL N' DffCH
Ixor ro seder
1 3>~.
D
IR,>. o- I F+.
STATON TD STATION SIDE
19x00 - 5H00 RT
ti~ GLI
Q
CP~
D TAI K
PROPOSED OUTLET CWINI&L
<NOt ro sod.t
NaITr ~ K NaFwd
Q-ou,d
D Q'~
ua thg r._Fr
SEE 51'EClAL DETA&. SHEET 2-5 D • _ FT
Typo o} Uner = NATNE CAASSES
coN enNKS ow.»
STATION SAE Y D
52+45 lT 2 Ft. 7 Ft.
53W0 LT 2 ft. 6 Ft.
66125 LT 3 Ffi. 7 Ft.
SITE 3
TEMPORARY SURFACE
WATER IMPACT
100 0
50 100
SCALEo 16= 100' HORlZ.
m I~RAI.DIE T.NCFLLLR.
O ~''- REVOCABLE fA7LY TPo15T
IftE1aA CAROL i1CA1t1A
.
SITE 4
/ CORi F19ER NATTShT
BANKS OSY.Y
P6Cw PLAT3~ EST 95 SY
$~T=~'
39'
PLAN VIEW -SITE 3, 9 & 4
STA. 51+97, STA. 53+40 & STA. 60+45 -L-
RIP RAP~~~NKHENT
5 LS'
T-'
r
Type of User- CUSS '8' RF' RAP
STA710N
66x50 AT
SITE 9
O
DENOTES TEMPORARY
® SURFACE WATER IMPACT
DENOTES PERMANENT
® SURFACE WATER IMPACT
a RO & ASSOCIATES, P.C.
Consulting Engineers
61i16WD0.q wAT5W1E ]OAAYHG,4 N.CI1606
fflYl551JU66
I~CD®~"
DIVISION OF HIGHWAYS
HENDERSON COUNTY
PROJECT:14C.045116
SR ll71 (CUNNINGS ROAD) FROM
SR 1210 BIG WILLOW ROAS3)
TO US 64 BREVARD ROAD)
9 OF i, 3I
rwu~c~i w
14CA45116
7
;OADWAY DESIGN MYDAAWU
ftJGINffR "NGINFSA

PRELIMIN Y PLANS
.a xm use eo cc~rrnucrw.~

m
v
e
m
E
a
9
L
m
E
u
a
ETAIL
SPECJA(. CUT DITCH
l x t to sold
~~~
D
Ykt 0• I Ft.
STAt]ON TO STATAX SIDE
6500 - 64100 RT
~,p0 _ 554gS RT

OETAIL F
SPEgAL~OT-EASE DITgi
f Not to Sooid
D +~`~
B
1112 O= I Ft.
11aw ~ LS Ft.
&2ft.
Type of Liner- PSRAI
STATKN TO STATIDN SIDE
65f65 - 66+50 RT
R CELL IEF1A5 AND
-- CRr'E P°E
{ AOft~F~.O
a~urr~r~ mrcN
EST 25 TONS
EST 32 SY FF
EST S CY CD£
5EE CETA~ P`~
~~ /> ~
t v
t77T CfTpi
'~..A.
T ~ ~lL~S7FafAR1~
fb qt P3 bi9
O
100 0
50 100
SCALE: I°= 100` HORIZa
~~~wl~ ~~
A
sT :Aw-r to s.~.°RCN
'~ 0
FRNr f 102 0= I Ft.
Nmt. ~ LS Ft.
B= _ Ft.
Type of IJner tlwe I Pop-R~
STATgN SOE B
66400 U Z Ft.
SITE 10
TEMPORARY SURFACE
WATER IMPACT
PERMANENT SURFACE
WATER IMPACT
h
SEE CEiA@. 'F' J a sfPBc s ~r4 ' ~ A: ~ ~ 'r~.~
DONALD E AID ! oa4~ f~0 s• ~ ` F~ f`R'c" x`' ,~"~~t_--~_ _
IxADYS A.SCNEAAER : ~_ -~. '~-- --
~i
Ds REO PC M! h ~ V
O ' ~ PTSYa 6T+3402 E_E - ~=~"~'__--_ -
a ~'*..r .rn~:. .
" ss6N'a6'r
~ ~W 0.ilA[iIIRIC~ ;,
!b iP56 PQ 3tT y
O FILL IN WETLAND
~~ S 33` b`
K5,69' w
"~.., 6 407356.8 v.
X29, q y ~ ~ ~ R1151.GVF1LEfl
rv 41'37'23' E 72' y ~ NOIWA 4~ O+IMENDEfI
_ 60J' S 3174 E m ~ p? EOt DO O ~
~~ 56.64' g O
p?s-
~~ .3J ~~T~~ 5j7J2hf RETAR7 EXiSTiNG~
o r0~,43J' R!F RAP D:TCH
~ 3 J079..
L ~ 'IWWV 66^T3~E 5 <1.47• .
r ~ 25'4 5 42'41'STE
R . x.00` H6.T2' 160.00' ~y
~sl~
~~ N N J7L lUI
D ~ ~~
R ~
PLAN ViE1N -SITE 10, II & 12
STA. 70+20, STA. 71+80 & STA. 72+15 - 73+10 -L-
SITE II
PERMANENT SURFACE
WATER IMPACT
TEMPORARY SURFACE
WATER IMPACT
a7FS?H C<7i,'{~
4
AO & AS500IATE5, P.C.
Consulting Engineers
an aw9o>+ wex~wa mo.waatuneos
GLI
SITE 12
m NcT l'Sfi P0~ (ONSi%L'G'f7aY
O
R CELL rF115 A20
BEl'IY R IER71 e
OB 6lIP¢ 718
PROIECi REFERENCE N0. ~ SHEET N0.
fNfnNEER ~ ENGINEER
n
d- fiA'S7aT4ffllb2
~'4- POrSta A7~.00
TEMPORARY SURFACE
WATER IMPACT
PERMANENT SURFACE
WATER IMPACT
a
T
D ~ 5~~ U) '
L ~ /42~'
r - ~r.4a
R - r~oaa~
LEGEND
F DENOTES FILL IN
WETLAND
5 38767 M
~ ~ ~'AfA .y ~~
'~ END CONSTRUCTION
.cs`,v as ~'4-10+70 N O
1 . ~y4%v .,t. ?t
'r aaawi 'Jr p,,,..
o N, ' N1]~ ~~ N ~
~ FRAM( C.iICEili1EY AND
~ F1AtE K.IICF7J~IE.Y
~\ DD~fQ~
~ 5927B'60'E
DENOTES TEMPORARY
® SURFACE WATER IMPACT
DENOTES PERMANENT
® SURFACE WATER IMPACT
N~~®~
DIVLSION OF HIGHWAYS
HENDERSON COUNTY
PROJECT:I~C.O~Sllb
SR ll71 (CUMMWGS ROAD) FROM
SR 1210 BIG WILLOW ROAD)
TO US b~( BREVARD ROAD>
10 OF 13 3/
- N7.94'

ti
a
m
x
i
0
ti
L
G~
C
E
E
ToF AIL A
SPELL CUT~ITCR
~~ J- ~
0
Wn.~IFt.
sTArxrN ro STATION soE
63+00 - 64+SO RT
84150 _ g54g0 RT
63+50 -90100 RT
DETAIL
PROPOSEDwOU~L~CNAlWE1
Nahr ~ M Natird
Q.~ Oroud
0
Coir Fber N . _ Fi
Nattln0
SEE SPECW. OETAA., SIFEf 2-6 O ° - Fi
Type of Llner -NATIVE GRASSES
ca4 6Atxs oxLn
STATION SDE Y 0
T6t95 LT 6 Ft. 4 ft.
0
R~ ~~
DETAIL F
SPEC II~b~E DRCN
0
B
NU4, ~ 1 Ft.
&2Ft.
Type of Llt)er = P9RN
SFATpN TO STATION SDE
69+W - 69f50 RT
TOE PROTECTION
cwt to sows
wnrd
Q-and ~,
4°s Sao,.
vf3,
e
\Type of Liner =PSRI1 d • I Ft.
STATION TO STATION ~
x+00 _ 'Rye RT
DETAIL P
ST IAtDfTCH
D
Fetr FoEr1o bn. P• I Ft.
Moc a' is Ft.
&.Ft.
Type of LNer= CJaee I Pov-Rav
STATON S®E 6
66+90 LT 4 Ft.
/~ ~/

ROCK
~ BAFtI(MENT
6
aBder Potrrt
Sn
B
v
o
d ~
sh
ul
3S ff ~ 2 ft
Fker Fmrb

Typo at LNx• C NO'
3s tt
laae iRip-Rap
STATKW TO STA'DON SIDE TONS fF.
81+50 -64+70 LT 910 100
Hq
GLI
^V,l9CA45t16 _ 9
)A-WAY DESIGN HYDFAUOC
B7GMEER ENGINEER
PRELIMiN Y PLAN:
W Nat tlse FD fA:v'SfAVCRON
`\ O 8~
RCEd. IfELS A!D Oz SESr"
BETiY R r(t I C
O CLASS '!' RP p,>U•
EST T TONS
~ ~~ EiT ~ SY FF i ~
ROL'K PLkT6VC I
SEE DETA9.'R'~ ~~~
SITE 5
TEMPORARY SURFACE \
WATER IMPACT
t ~ FRED #IATTOIG
~ ,~ ~ Z~Y
SEE DelAS. 'K'
o `~ '
W ,` ~'(ae
N C ~~~ /.
E
N
O 'a~ ~°
o %
k ~ w.
o E ~'
~
C'~ f 'I~Y`
•,

IAA I 4~`~ L
Z , "~
~,
~ 6URY
iNV o.6'-~ \'
1,
I eluiP K ayEA Mo
DmaR,w ,~ arE,~
~--PERMANENT SURFACE
WATER IMPACT
MAREA 9RYAtiI'
"a y~
h
OTfCTiLW rooy)~ 3oz3v6'N2° by 5ti
SY N~sz, ' sew ~~ 65 h
f Ail 'J' ab>... 27, o' e~
TEMPORARY SURFACE
WATER IMPACT
O
.~
5 g3540~6' h'y9,
~~ry
h
s ~6J
aSy~ 9.
00 0 sk
50 100 \~
SCALE:16= 100' HORlZ.
O
dOW1t16UTGER
`y`
~o
p1~
~'
PLAN VIEW -SITE 5
STA. 76+96 -L-
4
vp~ ~
A

'
N /
ry 4R7,26~ [
9,
1
~ 2S
.~.
J~'p~• tl ~ N 4177'2Y N 9v.7
260.72' ~~ 91.96'
>' o
"
" rASCO,u.c
F~-`~cn B'~--~Ft~''

'----- 26 .-3~-

...._---
____
2T
-
F~ .
_..., JNE S.STOlEY

SPECI+tL CUT 91TCH -.SPEGAL Ufi OfTCN "~'k.IT ~~`
SEE DETAR. `A` SFF OETAfl/1' w` `~
/ ~ I ~ ,,
(~~o~/ ~F i ,fin
~J49 \, e --~~ ..
,vo ~. nun. r~a+~xt/ °~~
~~~~;
24 f~51aQi'HI?2 ~ ~ f s~ ~~`>
\ ~°~/~ ~
Y SPECAL \~ ~~
5 96545 46 4'~E F S kp)~ B~AS,E331Tgi PSRN _ /~,
x,96' ~•sr SEE DETAIL `F' `v/?_ QJ
SF£pAL CU7 aTCN
/ SEE OE+AII 'A' ~~ 0~
~; '~~ RERKfVE 1~
v~
~z~~ ~()
Y~
~~
\~ 1 ~
., ~~
\ ~O
O.
r ~ ~~~ ~
2
t
~~~.
i
m s ~ TfpMAS ~~
plea ~V
~ O ~~
~F
~=
f
a KO & ASSOCIATES, P.C.
® Consulting Engineers
6~If5gGp0e YAY,eME 1040.11FJC4M1tn~
mvl en~o99
LEGEND
DENOTES TEMPORARY
® SURFACE WATER IMPACT
DENOTES PERMANENT
® SURFACE WATER IMPACT
~V~® JL
DIVISION OF HIGHWAYS
HENDERSON 4roUNTY
PROJECT:I~C.045ll6
SR ll71 (CUNNINGS ROAD) FROM
SR 1210 (BIG WILLOW ROAD)
TO US 54 03REVARD ROADI
3l

DETAIL A
SPECIAL CUT OfTCN
(Not to Soda
~~-~ a
D
RRn D= I Ft.
SiATpN TO 57ATpN SpE
p7i50 - 9D+50 RT
ETAIL
PROPOSED OUTLET CHANNEL
fNrf io Soda
~{„- ~ r Nahrd
L7'OtR1d ~~
0
Colr Fifler Y = _ FT
Nattlrq
SFE SPECIAL DETAA.5NFf 2-9 0 : _ FT
Type of Lfier =NATIVE GRASSES
lDN F{AlKS OM.Y)
STATpN SpE Y D
pTHS LT 4 Ft. 7 Ft.
~~
QO
PROIECE REFERENCE No. ~nr~l nu.
KO & ASSOCIATES, P,l~. 140.045116 11
Consulting Engineers
SCI QhGppy WAY, bVIlE lpp.WpGH.N.CT1506
a
I~1 ~4sa66 RoAnwav GESIGN
E4GINEFR NvDRAUUu
ENGINEER
GLI
PRELIMIN
!b N~ URR ro Y PLANS
CpNS1RUCIlaN
~ Q SITE 6 ~ 2,
~WiE SSTOhEY JAf~ S.STOtEY
L
[P
9
0
z
E
t
a
9
i
u
m
E
C
C
Z
F
LL
LL
u
u
u
v.
C
c
c
c
M
a
Q
~-
In
I
w
z
J
V

~~~®~
DIVISION OF HIGHWAYS
HENDERSON COUNTY
PRO7ECT:14C.045116
SR L171 (CIJllSMINGS ROAD) FROM
SR 1210 fBIG WIl.LOW ROAD)
TO US 54 BREVARD ROAD)
?ET 12 OF 13 3/10/
~~~ ~ ` `STA. IO7+55 'L- DENOTES TEMPORARY
® SURFACE WATER IMPACT
5Q IOO DENOTES PERMANENT
SCALE: I°= 100' HORIZ. , ®SURFACE WATER IMPACT

c
rn
a
0
s
E
a
L
Ir
E
E
ETp AIL A
SPELTAL cur DRCH
t Iwt to xaa
6'~1
0
iAn. ~ I Ft.
STATION TO STATION SIDE _
16+57 - R~50 RT
LA 11~DRCH
~.
0
e usti m I Ft.
8= 2 ft.
b 2 Ft.
S1ATpN TO STATHN: SIDE
ISi50 -16+5'1 RT

~_ I ~r
\\'
11
~O'
l!,'~~
~v
`,(, t7
Vv
QO
QO
~X
11
~,~P
~~ ~ ~'
~G~ F~
PLAT RASE DITCH %v
~ EST T2 CY 0G`e O~~
SEE Dc'TAR. B`. „~,
7"iPi`%
O G~~
5 ~~3
O
JAIE 5.5701EY
TAR, DITCH
6TS5 T~ P,AP
EST 2: SY FF

EST 3f6ST ~~~
sEE oETAR. x'--
SITE 7
TEMPORARY SURF,
WATER IMPACT
0
0
0
0
-}~
rn
N
FQ-
W
Z
V
M
Z
W
W
W
'r W
N
i c - '
SPEClt~. Cllr DITCH q;~ ;gip ~ •--`
SEE 4ETAR. 'A' ~..__ ~.- . a. .. ,-
1
PERMANENT SURFACE °'' - ~s
WATER IMPACT e .l \k ~~ ~ ~- ~ y '' ~„f `~ ~ 2e gr~5vse'E ~ i ~' V ~ l N\ s:~
DikiY ~//'4~ ~ .r. + a.yti'SSOH ! ~ I l 1 RFAI141 }LCAPEL YEF~p ALSPBY MAC
Q ~.-J ~ y ~~ ~ ~ ~ ~'" Q
~ •i1y 0 "ry~bs'~5 l I PATiCCK NOCOPPM AtD m O ~ o
wA(a.YN RGNM00lA `~ ~ + L~/ P~7ECTIDM' w40WSUacOPP1+ : N :~
,! P5ry~5• FDIIlf10 4CRAI~OtiD SHEET D~E'fSAll'J' sJ
I' lup F1EFH ~. CRAIFOIi~ 1'
,~ 1
TEMPORARY SURFACE M `~
WATER IMPACT ? e 4~ O i'
•I--TGE PROTECFk~Y
W/ PSRM
k`'~"+ S<E DETAR 'J' " agw'~' e " ryas' "!
d ~~
R 0530'o0'M-~~
!~~
~/ LEGEND ~~®~
'°^ ENOTES FILL IN
100 0
50 100
SCALE: I"= 100' NORIZe
II
~P~ e~B ~ N F D DIVISION OF ffiGHWAYS
WETLAND
HEA`DERSON COUNTY
.PLAN VIEW - SITE Z ~~ .... DENOTES MECHANIZED pR07ECT:1'lC.045ll6
7 f1 ` ` CLEARING
STA. 119+20 "'L- E ~~ ~5~, ~ • • • SR ll71 (CUNNINGS ROAD)FROM
1.o'od s a'Po'o0'p m DENOTES TEMPORARY SR lYlO (SIG NII.LOW RoADI
S/,°°~ ~yc ~ SURFACE WATER IMPACT
-// TO US 6l LBREVARD ROAD)
y/ DENOTES PERMANENT
® SURFACE WATER IMPACT SI~ET 13 of 13 a~lE
DETAIL J
TOE PROTECTION
(Mot to Sold
~ti
~ mp.
d
d • I Ft.
Type 0i Uner =PSRY
STATION TO STATION SAE
pA400 - p9t75 Rt
R4+40 - k4+65 RT
4ETAIL L
STpN0Af6~A-SE ORCH
(WY to soad
NkI.0. 1 Ft. B
&_ft.
STATON SDE B
Nit69 LT Y
p4+80 - LT 4'
K0 & ASSOCIATES, P.C. ~rtU~IgG,pg5lls l2
a
Consulting Ea$ineers
a-+I nuc°ox Fax e,me leq xePlcexcnxa
1~» xoAOway GESwN
@IGIhEE4 NTG6AUUa
ENGINEER
GLl
PRELIMIN Y PLANS
o° .•ar use Fo cna~srxurnov
pETAiL K
PROPOSED Ol1TLET CHANNEL
I Not k saY1
Na#u' ~, N Nalurol
~~y O Crand
tl=_Fl
SFE SPECIAL DETAA. SIEEf Z-5 D = _ FT
Type aF Uner = NATINE fx7AS5F5
~~~
wN 6ANK5 aan
STATON SpE tl D
R5r20 LT S Ft. 3 Ft.
h J 7y9x
Jy P
k I~~•13'
27 E ~"~~
,WE S57gEY x O<•Ee•
n70'33'E
CLASS '8' R'P RAP n 02'50'74' E
EST 8 TONS
FST 21 SY FF -x~y p,,.-0w
SOLF 4'DASE TAiI WiGi "~~
TD ELEV 2D66
EST ZS CY Dom'
FC^,06

',

°
TEMPORARY ROCK SILT CHECK TYPE 'B' DETAIL
TEMP. STONE
DITCH CHECK
S~yp P PvE~E~~
NOTES:
USE CLASS '8' EROSION CONTROL STONE FOR
STRUCTURAL STONE.
i
EDGE OF PAVEMENT
~, THE ENGINEER MAY DIRECT THE OPTION OF
° ~tigve~ ONESS11rAACREODRAINAGEIAREAHANDNA DITCHTHAN
~)
STRUCTURAL STONE GRADE LESS THAN 3%.
BACK
SLOPE
ISOMETRIC VIEW
""T""1L GROUND
C
m
0
N
U
Z
E
5
U
0
s
BASE OF DITCH
Rinriron~ aROUND 12~~ 12" MItJ.
SEDIMENT
TRAP
FLOW ----
4L TYPE "B" ~ 4~_S"
SILL BASIN ~ '
I__________ ~
ELEVATION VIEW
CROSS SECTION
VEE DITCH
CROSS SECTION
TRAREZOIDAL DITCH

COIR FIBER BAFFLE DETAIL
DRAPE BAFFLE MATERIAL OVER WIRE STRAND
AND SECURE WITH PLASTIC TIES A7 POSTS
AND ON WTRF FVFRY 12rr ~
8 GAUGE MIN WIRE
STRAND SHALL BE
SECURED TO POST
TO SUPPORT BAFFLE
MATERIAL
1]HrtLC IVIHI Cn1HL
NOTE: INSTALL THREE(3j COIR FIBER
BAFFLES IN SILT BASINS AND SEDIMENT
DAMS AT DRAINAGE OUTLETS WITH A
0
SPACING OF 1/4 THE BASIN LENGTH.
TWO(2j COIR FIBER BAFFLES CAN BE
INSTALLED IN SILT BASINS LESS THAN
20 FT. IN LENGTH WITH A SPACING OF
a
1/3 THE BASIN LENGTH.
INSTALL T-POST TO ANCHOR
BAFFLE TO SIDE OF BASIN AND
SECURE TO VERTICAL POST
BAFFLE MATERIAL SHALL BE SECURED
TO THE 80TTOM AND SIDES OF BASIN
USING 12" LANDSCAPE STAPLES
AT 12" MAXIMUM SPACING BAFFLE MATERIAL

NOTE:
PLACE TEMPORARY ROCK SEDIM~IT DAMS TYPE - 9
AND TEMPORARY ROCK SILT CHECKS TYPE - A AT
DRAINAGE OUTLETS.
NOiEr
PERU4E7ER EROSION CONTROL ME45URE5 SHALL BE
INSTALLED DURING CLEARING AND GRUBBING PHASE.
NOTE:
CONTRACTOR SHALT. PROYIDE GROUND COVER ON
EXPOSED SLOPES WDHIN 21 CALENDAR DAYS, APTER
ANY PHASE Of GRADING.
NOTE:
ALL EROSION CONTROL DEYICES SHOWN ARE
IOCATFD WITHIN EXISTING RhV OR EASEMENT.
-Y-
PI StD 10+49A7
p= 2636'58l'(tTJ
D = 2632'4!3'
L =9650'
r = 4s.or
R =215.84`
-Y-
P! Sfa 11+6897
p= 3"59'S5A'(LTJ
D = Z' 45' 36.4`
L = 14467'
T = 7246`
R = 2A7565'
-Y-
PI Sta 12+5910
p= 1r49'389'(ffrJ
D = 33'28' 28b'
= 35.33'
T = 1773' -L-
R =17116 _,,_
-Y-
PI Sta 12+57.36
p= lr42'146'(LTJ
D = 2826'53,4
L =4114'
T = 20b4'
R = 201.40'
9
N
8
aS
U
U
0
N
z
0
U
°9
`~ ~~
' 'M1 ~;" CLEAR]NG AND GRUB8ING
~_ .....
~'.'. EROSION CONTROL POR
._. _
Pl S1Q 71+7728%;~ CONSTRUCRON SHEET 4
p= 24'47`90.4%(RTJI6+so~29:ti: ~'
~
~ D = 81N064 ,-105.66 0
L = 30292'
~,
~
3
6
7
5
~ T = 1
u
~
j
7
~
y
R 16+76
4d IEL1
'''f~ ~ ~
Y
.
PPP
4
`
120.67 ~
~ J ~• Y~
'
W ~~

6fi. 2' Q ' ~
~~~~/ 0
~
80 x15 x3 ~+ .
A~
-L-
P/ Sta 12+8062
p= 35'!9'38T (RTJ
D = Is 2?' 12.8'

' L =21590'
/
~ T = 111.45'
~
~ R = 350A0'

~' - - C5t
d r`
~¢~:-.
5D
'~~ ~.. ~Y -PCC$tQ
IO+96
~ FRENCH
~U, LLLP
_
.
.
~~ 1 {~ ,
, B 1723 Pi
X
'
' 7+0130 fELI
+60A0 (U
~ !
ry 39,03'. 8+HL04 IEL1

^!' 40 00 ' ~

7+01'93 tELI 9+0512 lEL)
.. 59.69
. ~ +6000 (0.T ..- _ 3A00 _ _. .~- 59.50'
/ f ,•~ 300D ~ -- TOE ~,~ ~ '-~ ~ B+8 69 {CLl 1
!0+00.00 = ~, , 1 .: o ac - .+ s.o~
yy ~ -.
f2+41.37 6un.w+ ~ _ ..- ~ _ ,er.. ,
1 d'~ .. ycp , .
r~. _ \
1 ~' ~ -
,~! J. y, nary -1 Jy\ `'
1212±76T0 ~t ,"' ~7 -ti . _ C~,~ X!-~sc P~ ~_`CF
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FOR -L- PROFILE, SEE SHEET N0, 74
FOR -Y- PROFILE, SEE SHEET N0.19

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NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS NPE - B
AND TEMPOPARY ROCK SILT CHECKS TYPE - A AT
DRAINAGE OUitETS.
NOTE:
PERIMETER EROSION CONTROL MEASURES 3NALL 8E
INSTALLED DURING CLEARING AND GRUBBING PHASE.
NDTE:
COMRACTOR SHALL PROVIDE GROUND CDYER ON
EXPOSED SLOPES WITHIN 21 CALENDAR DAYS, AFTER
ANY PHASE OF GRADING.
NOTE:
ALL ER0H10N CONTROL DEVICES SHOWN ARE
LOCATED WIMIN IXISTING RNf OR EASEMENT.

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L = 15372' tiy~~
T = 80.0'7 eA yaw
R = 225170'
/ 0 CUNNINGS C9YE COMPANY, LLC
08 959 PG 369 CLEARING AND GRU881NG
EROSION CONTROL FOR
CONSTRUCTION SHEET. 5
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CONSTRUCTION SEQUENCE tSTA.25+00 -L-)
(ROAD CLOSURE -MAINTENANCE OF TRAFFIC YW OFFSITE DETOUR.)
T. INSTALL SPKIAL STIWNG BASIN.
i. PLACE UPSTREAM IMPERVIOUS DIKE.
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CONSTRUCT CULVERT DIVERSION CHANNEL
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INSTALL R£PLACEMEM CULVERTS AND HEADWALL
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CONSTRUCT AND STABILIZE UPSTREAM CHANNEL IMPROVEMENTS.

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E 7, R£M04E IMPERVIOUS DIKE. DIVERT FLOW THROUGH REPUCE,IENT CULVERT.
~ 8, REMOVE EXISTING PIPE CULVERT AND CULVERT DPlERSION CHANNEL.
o g, CONSTRUCT AND STABILIZE DOWNSTREAM CHANNEL IMPROVEMENTS,
c REFER TO ROADWAY PLANS FOR CHANNEL DETAILS.
0
10.
REMOVE SPECIAL STILIFNG BASIN. STABILIZE DISTURBED
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~, 1T. COMP'~E ROADWAY.
NOTE:
THE CONTRACTOR SHALL NOT PUMP SEDMENT-LADEN
WATER DIRECTLY IMO 57REVA FOR Dfl/ATERiNG OF
CULVERT SITES, THE CONTRACTOR SHALL FIVER SED1MENi
-LADEN WATLR THROUGH SPECMLL SF3lLING BASIN.
DETAIL
IMPERVIOUS DIKE -SCHEMATIC
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2.IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORN
FROM STREAM FLOW WHEN NECESSARY,
3. ALL GRADED AREAS SHALL BE STABILIZED WITHIN 24 NDURS,
4. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL 8E
INCIDENTAL TO THE WORK. THIS INCLUDES POLYETHYLENE
SHEETING, DNERSION PIPES, PUMPS AND HOSES.
5. PUMPS AND HOSES SHALL BF OF SUFFICIENT SIZE TO
DEWATER THE WORK AREA.
6. THE CONTRACTO0. SHALL NOi PUMP SEDIMENT-L4DFN WA7171
DIRECTLY INTO STREAM. FDA DE-WATERING Of CULVERT SRES,
THE CONTRACTOR SHALL FILTER SEDUAENT-LADEN WATER THROUGH
SPECIAL STIIUNU BASIN.
7. FOR PUMP-AROUND OPERATION, THE CONTRACTOR MAY UTILITE
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CLEAN WATER. '
DETAIL
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END CONSTR~ION~ '~%
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R = 750,00'
FDR -L- PROFILE, SEE SHEET M0.15
FOR -Y2- PROFILE, SEE SHEET N0.19
<~ rn .1' ~`
°} ^ a~ ~\\ Plans prepared by:
~~ \ i,RO ~ RSSOCIATES, P.C.
Consulting Engineers
t ~ 3121 KA'GDOM WAY, SUITE IDO
® RALEIGH, KC. 27b07
(919) 857-606b
NOTE:
PUCE TEdJ30RARY ROCK SEDIMENT DM40 TYPE - 8
AND TEMPO-,ARY ROCK SILT CHECKS TYPB - A AT
DRAINAGE OUTLETS.
NOTE:
PERIMETER EROSION CONTROL ME45URES SHALL BE
INSTALLED DURING CLEARING AND GRUBBING PHA6E.
NOTf:
CONTRACTOR SHALL PROVIDE GROUND COVER ON
EXPOSED ROPES WITHIN 27 CALENDAR DAYS, AFTER
ANY PHASE OF GRADING.
NOTE:
ALL EROSION CONTROL DEVICES SHOWN ARE
LOCATED WRNIN EXISTING FAV OR EASEMENT.

4 ~ PROJECT REPEPEI4CE N0. SiEET N0.
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B
AND TEMPORARY POCK SILT CHECKS TYPE - A AT
DRAINAGE OIJi'LETS.
NOTE:
PERIMETER EROSION CONTROL MEASURES SHALL BE
INSTALLED WRING CIEARiNG AND GRUBBING PHASE.
NOTE:
CONTRACTOR SHALL PROY7DE GROUND COVER ON
EKP03E0 SLOPES WTTHW 21 CALENDAR DAYS, AFTER
ANY PHASE OF GRADING.
NOTE:
ALL EROSION COMROL DEVICES SHOWN ARE
LOCATED WRHIN E%ISTING PM' OR EASEMENT.
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M1NC5 COLE C ANY, LLC ~
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09 691P6 346
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FOR CONSTRUCTION SEQUENCE,
SPfCiAI SEDIMENT / SEE SHEET EC-SA -Y3- POTSt0JOf001I0
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ma MELVIN R. RENAUD AND
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FOR -L- PROFILE, SEE SHEET N0.15
FOR -Y3- PROFILE, SEE SHEET N0.20

~ ~
N0. SHEEI N0.
CONSTRUCTION SEQUENCE (STA. 51+97 -L- & STA.53+40
(ROAD CLOSURE -MAINTENANCE OF TRAFFIC VIA OFFSfTE DEfOURj
7, INSTALL SPECIAL SnWNG DASIN(S}.
2, INSTALL UPSTREAM PUh1P AND FLWBLE HOSE,
S, PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS
FOR STREAM DIVERSION.
4, PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS.
DEWATEA ENTRAPPED AREA
5. REMOVE flDSTING PIPE CULVERT.
6, INSTALL REPLACEMENT CULVERT AND HEADWALL
7, CONSTRUCT AND STABILIZE CHANNEL IMPROVEMENTS. REFER TO ROADWAY
PLANS FOR CHANNEL DETAllS.
g. REMOVE IMPERVIOUS DIKES, PUMPS,ANO TEMPORARY FIE]URLE HOSE.
DVERT ROW THROUGH REPLACEMENT CULVERT.
9. REMOVE SPECUd STILLING BASIN(S). STABILIZE DISTURBED AREAS Y71TH SEED
ANO MULCH.
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IMPERVIOUS
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2.IMPERVi0U5 DIKES ARE TO BE USED 70 ISOLATE WORK
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3. All GRADED AREAS SHALL OE STABILIZED WITHIlJ 24 HOURS.
4. MAINTENANCE OF STREML FLOW OPERATIONS SHALL BE
INCIDENTAL iO THE WORK.TNIS INCLUDES POLYETHYLENE
SHEETING, DIVERSION PIPES, PUMPS AND HOSES.
I, 5. PUMPS ANO HOSES SHALL 8E OF SUFFICIENT SIZE TO
I llEWATER THE WORK AREA
B, THE CONTRAQOA SHALL NOT PUMP SEDIMENT-LADEN WATER
DIRECTLY INTO STREAM. FOR OE-WATERING OF CULVERT SITES,
THE CONTRACTOR SHALL FILTER SEDIMENT-!ADEN WATER THROUGH
SPECIAL STIWNG gASIN.
7. FOR PUMP-AROUND OPERATION, THE CONTRACTOR M4Y UTILIZE
STABLIZfO OURET INSTEAD Of SPEIAL Sii1VNG BASdN IF PUMPING
CLEAN WATER. I
DETAIL
IMPERVIOUS USE -SCHEMATIC
I IROt To Scak>
LD' Freeboard I
HATLWAL~~ ~ ~'y PUMP '~.
STREAM D SDE ~',
SDE
POLYPROPYLENE
NON-DioDBLE MA71 Mtn. D = IS Ft. ~I
DETAIL .
IMPERVIOUS DIKE -SCHEMATIC
INOt to S;dal
c-40'FreeDOarC
STtGM \ D ~ SDEP
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POLYPROPYLEtff
NON-ERODIBLE MAT Min. D = I.5 Ft.
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FOADSIOF ENVIRONMENTAL PROTECT 9VGINEEA
PRELIMINARY PLANS
DD FOT V98 FOA WVMRUC19aN
SPECLAL STIWNG 8A51N
FOR PUMP~ROUND
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TEMPORARY ~
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DIKE NOTES: ',
FlEX18lE HOSE ~ 1. INSTA{1 SPECIAL STIWNG BASM(Sj, i
T. PIPE REPLACEMENT SHAIt of PERFORMED iN ONLY DRY OR I,
2. INSTAU. UPSTREAM PUMP AND ftIXIBLE HOSE. ISOLATED SECTIONS OF CHANNEL. '~~
PUMP~AOUND D, PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS iii
2.iMPERYt0U5 DIKES ARE TO BE VSED TO ISOLATE WORK
PUMP fOR STREAM DIVERSION. FROM STREAM FLOW WHEN NECESSARY,
4. PLACE DOWNSTREPM IMPERVIOUS DIKE AND PUMPING APPARATUS. ~ 3. ACL GRADED AREAS SHAH BE STABILIZED WITHIN 24 HOURS,
DEWATER ENTRAPPED AREA ''i,
4. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE I,
5. REMOVE E%ISTING PIPE CULVERT. INCIDEiTAL TO THE WORK THIS INCLUDES POLYETHYLENE
SHEETING, DNERSION PIPES, PUMPS AND HOSES. ~i
b. INSTALL REPLACEMENT CULVERT AND HEADWALL. '',
S. PUMPS AND HOSES SHALL BE OF SUFFICIENT SILE TO I
7. CONSTRUCT AND STABILIZE CHANNEL IMPROVEMENTS. REPER TO ROADWAY OFNATER THE WORI( AREA. '~..
PWVS fOR CHANNEL DETAILS. '~
b. THE CONTRACTOR SHALL NOi PUMP SEDIMENT-W7EN WATER ',
8. REMOVE IMPERVIOUS DIKES, PUMPS,AND TEMPORARY FLEXIBLE NOSE. DIRERLY IMO SFREAM. FOR DE•WATERING Of CULVERT SRES,
DIVERT FLLNM THROUGH REPLACEMENT CULVERT. THE COMRACTOR SHALL FILTER SEDIMENT-V~DEN WATER TFA20UGH '~,
SPECIAL STILLING BASIN. '~.
9. REMOVE SPECIAL STILLING BASIN(S). 5(ABWZE DISTURBED AREAS WITH SEED ',
AND MULCH, 7. FOA PUMP-AROUND OPERATION, THE COMRACTOR MAY UTIIRE
SFABLIZED DUTLFT INSTFM OP SPECLU. STILLING BASIN IF PUMPING
70. COMPLETE ROADWAY. CLEAN WATER
Plans prepared r:y:
~KO ~ AS50G/AYES, P,C.
Consuiling Engineers
5121 KINGDOM WAY, SUITE 186
IIArErcH xc 27667
(419) 851-b666
-L- PDTSta.61+57b8 =

NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - 8
AND TEMPORARY ROCK SitT CHECKS ttPE - A AT
DRAINAGE OUTLETS.
NOTE:
PERIMETER EROSION CONTROL MEASURES SHALL BE
INSTAL' ED DURING CLEARING AND GRUBBING PHASE.
NOTE:
CONTRACTOR SHALL PROVIDE GROUND COYFR ON
EXPOSED SLOPES WITHIN 21 CALENDAR DAYS, APTER
ANY PHASE OF GRADING.
NOTf:
ALl EROSION CONTROL DEVICES SHOWN AAE
LOCATED WITHIN EXISTING PAY OR EASFMEM,
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WE3lEY L ANDCRSON AND
ANEIIp GAIL ANDERSON
~ e ~ 9i5725'E S 3959},x,6 DB NSR PG 212
Pf SYa 64+9533 sl~zr6

3 ~ D = T 09' 43P
' 5 3d,4,~,
L = 493.66 B6,j5~
T = 25497'
m R = 8P5A0'
s asss'w'6
- wr.4a'
-L-
PL SYa 70+22.4/
p= 1543`58.0'fLTI
D = S 43' 461»
L =27459'
T = 13816'
R = l,ODO.IXY
R. CECIL WELLS 0.N0
BETTY A. WELLS
oB 6BIPC 346
~ ,.
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AND NGflNA J. LAVENDER ,~;~
DB II'o9 PC 330 8 '

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-Y4-
PI a 11-19977
p= T25`41PfLTl
D =-512'3!3'
L = f42bP
T = 7f.90' ' ~'
R = IJOO.Od
CIEARlNG AND GRUBBING
EROSON CONITROI FOR
CONSTRllCfION SHEET B
h
0•
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w
w
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DB !99 PG o91
FOR -L- PROFILE, SEE SHEET N0.16
FOR -Yb- PROFILE, SEE SHEET N0.20

~ ~
~ t
NOTE:
PUCE TEMPORARY ROCK SEDIMENT DAM6 TYPE - B
AND TEMPORARY ROCK SILT CHECKS ttPE - A AT
DRAINAGE OUTlETB.
NOif:
PERIMETER EROSION CONTROL MEASURES SHALL 8E
INSTALLED DURING CLEARING AND GRU081NG PHASE.
NOTE;
CONTRACTOR SHALL PROVIDE GROUND COYER ON
EXPOSED SLOPES WITHIN 21 CALENDAR DAYS, AFTER
ANY PHASE OP GRADING.
NOTE:
ALL EROSION CONTROL DEVICES SHOWN ARE
tOCATED WITHIN ERISTING RhY OR EASFA4EM.
O~
R. CECIL W£lL5 AND
EETTY R. WELLS
De 601PG 346
SPECW.SEDIMENT
CONTROL FENCE
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DR 123E PC 101
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D = Il' 27` 33f7
L = 30639'
T = 158!7'
R = SOOAO'
1
CULVERT AT -l- STA 76+9E:
f0R CONSTRUCTION SEQUENCE,
SEE SHEET EC-1A

Plant prepared by:
~KO ~ ASSOCIATES, P.G.
Conaulteng Engineers
® 122 KINGDOM WAY, SUITE 104
RALFdGH, X.Q 21607
[phone]
.\
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P! Sta 81+6255
o= 9a~4r3~zrlrr~ 83
D = rQlg26.2' ~
L = 339.95'
T = 18!.00' '\
R=4~A0'
R. CECIL WELLS AND ~u36'w'w
BETTY A, WELLS ~g\
SPKIAL SEDIMENT OB 681 PC 396 \
CONTROL PENCE ~`-~
,, ~ \
R
~~~ -._ -
,,~'~ ,~ ~ - -- w
__E ~ E' - ~~ E E-U
REFERENCE N0. SHEEi N0.

-L-
P/SYo d1+3250
D = 1505`549'
L = 23052`
r =1ti2s
R = 300A0'
WYl SHEET HC. ~
PRELIMINARY PLANS
W N07 effi PRA C0.V5(AVCIION
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION SHEET 9
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OB u79 PG Iz DARLENE L. BAEHR~ \n~~ ~~
PCSta. as+rr.22 I 08 1006 P6 243 \ ~ \fjE~
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PISta 89+7676
D= 22'44'34SQr)
D = 1419' 262'
L = 15878`
T = 80.45'
R =900.00'
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NOlE:
THE ENl71NG CUT S1APE
ON FARCEL 28 SHAM
NOf BE OISfURBEA
j FOR -L- PROFILE, SEE SHEET N0.16 1

~ ,
CONSTRUCTION SEQUENCE (STA.7b+96 -L-j
(ROAD CLOSURE -MAINTENANCE OF TRAFHC YIA OFFSITE DETOUR.)
1. INSTALL SPECIAL STIUJNG BASIN(Sj,
2. INSTALL UPSTREAM PUMP AND FLIXIBIE HOSE.
3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OFERATIONS
FOR STREAM DVERSION,
q. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS.
DEWATER ENTRAPPED AREA
S. REMOVE IXISTING PIPE CULVERT.
6. INSTALL REPLACEMENT CULVERT AND HEADWALL
7. CONSFRUCT AND STABILIZE CHANNEL IMPROVEMENTS. REFER TO ROADWAY
PLANS FOR CHANNEL DETAILS.
& REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY FLEXIBLE HOSE.
OTVERT FLOW THROUGH REPtACEMFM CULVERT.
9. REMOVE SPECIAL STILLING BASIN(S~. STABILIZE DISTURBED AREAS WITN SEED
AND MULCH.
10, COMPLETE ROADWAY.
P! Sta 77*1227
~= 350534,2'fLT3
D = 1P ZT 33A'
1 = 306.33'
T = 158A'
R = 5~,~'
NOTES:
1. PIPE REPLACEMEM SHALL BE PERFORMED IN ONLY ORY OR
150LATED SECTIONS OF CHANNft.
2. LMPERVIDUS DIKES ARE TO BE USED i0 ISOLATE WORK
FROM STREAM FLOW WHEN NECESSARY.
3. ALL GRADED AREAS SHALL BE STABILIZED WiTHM 24 HOURS.
4. MAIMENANCE OF STREAM FLOW OPERATIONS SHALL BE
INCIDEMAL TO THE WORk. THIS INCLUDES POLYEMYLENE
SHEETING, DIVERSION PIPES, PUMPS AND HOSES.
S. PUMPS AND HOSES SHALL BE OF SUFFICiENf SIZE TO
DEWATER THE WORK AREA
6. TFTE CONTRACTOR SI1Al1 NOT PUMP SEDWSM-LADEN WATER
D)RECTLY IMO STREPAt. FOR DE-WATERING OF CULVERT SfTES,
THE COMRACTOR SHALL RLTfA SEDIMENT-LADEN WATER THROUGH
SPECIAL STILLING BASIN.
7. FOR PUMP-AROUND OPERATION, THE CONTR4CTOR MAY UTIULE
STABLED OUTLET INSTEAD OF EPECLAC STILLING BAS1N IF PUMPING
CLEAN WATER.
~q0
8~

~ , ' ,
NOTE:
PIACE TEMPORARY ROCK SEDUIENT DAMS TYPE - B
AND TEMPORARY ROCK SILT CHECKS TYPE - A AT
DRAINAGE OURETS.
NOTE:
PERIMETER EROSION CONTROL MEASURES SHALL BE
INSTALLED DURING CLEARING AND GRUBBING PHASE.
NOTE:
CONTRACTOR SHALL PROVIDE GROUND COYER ON
IXPOSED SLOPES WITHtN 11 CALENDAR DAYS, ARER
ANY PHASE OF GRADING.
NOTE:
ALL EROSION CONTROL DEVICES SHOWN ARE
LOCATED WRHIN EXISTING RW OR EASFMENL
S~
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7
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JANE S. STONEY
DB pE2 PG 049
-0 597 PG IB
DB 942 PC BI
Dfi E62 PG 563
OB 672 PC 416
D3 T33 PG A9
'.
pT as 9
~= 47'23' 022' (r7F1
D = J5 05' 549"
L = 29810'
r = J3rsa'
~3 R = 340.00'
~~
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DO ~ ~ ~ ~ ~ /~ ~ oo1P CHARLES S, GLA12ER
k •~,, .;` ~% 5d~o / x a SHERRY a cLArzfR
~ ~~ ~, C ~~ ! ~ ~~/ h OB K02 P 2461
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DD RDD PG 6E4 /
~ \

BANE S. STON'eY
176 1092 PG 049
OB 69i PG R3
DB 95"< PC 61
D6 fi62 PC 563
78 fi12 PG 416
9A 773 PG 09
FOR -L- PROFILE, SEE SHEET N0.17
Plant prepared by:
,KO G' ASSOCIATES, P.C.
Gonsutting Engixeers
,Sill KINGDOM TVAY, SUITE 140
RALEIGH, MC.27b07
(9[9) 851-6066
?ROIECf REFERENCE ND. SHEET N0.
l4C.095116 EC-8/CDN5TJ0
VA' SHEET N0.
ROADSIDE ENYIRONMENTAI P0.0ffCf ENGINFH
PRELIMINARY PLANS
00 I+9C USE I08 WA3T8Ul XIN
CLEAPJNG AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION SHEET 10
2
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t`Q
~'°, >-2
r
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NOTE:
PUCE TEMPORARY kOCK SfDIMENT DAMS ttPE - 6
AND TEMPORARY ROCK SRT CHECKS TYPE - A AT
DRAINAGE OUTLETS.
NOTE
PERIMETER £ROSION CONTROL MEASURES SHALL BE
INSTALLED DURING CLEARING AND GRU981NG PHASE.
NOTE
CONTRACTOR SHALL PROVIDE GROUND COYER ON
EXPOSED SLOPES WfTHIN 21 CALENDAR DAYS, AFTER
ANY PHASE OF GRADING.
NOTE
ALL EROSION CONTROL DEVICES SHOWN ARE
LOCATED WPD41N EXISTING RAY OR EASEMEM.
O
O
0
Z
W
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N
JANE s, sraNEr
DB 1062 FG 049
08 597 PG 18 -
OB 942 PC 61
D6 Efi2 PG 5fi7
OB b72 PC 416 ?.4 '~.
D8 733 PG 09
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D8 777 PC 179
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aNO aIZABETN a ERs » s PTSta. lOB+2Tb4
I D3 721PG 403 ~_,_}•~ h__ i ~
-YS- - - --
15'
5
9
P

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oaN ouLDTE
ENTERPRISES, INC.
u DB 845 PG 683
E~
o~
5
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~ DAh OllCDTE ENTERPRISES, INC. • ~ ~1K
' ~ ~ - DB 846 PG 687 ~,
~ ° ~ ~ ~ NOf OrsruRB
iq ~ ' , ENO C STR(!CT(ON 570NE CO(tlMNS OR
~ v ~ ;-Y5J 45
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,
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CULVERT AT -ll 6TA 101+59•
-L-
~
%
•~'t~z~~ PI Sta IOI'P66S2
,
' FOR CONSTRUCTION SEQUENCE,
SEE SHEE7 EC-9A
~
~= 0
AP 452' (RT1
d =0'34'22,6'
'
-Y5- L = 121.45
~ s o .45 ~ a r =60,73'
o- ra 22' ~s rRn "m; R -1owooo'
c D = 28'3B' 52.4 e
'
,
s L = 3616'
7=IB14
R = 2~1~'
h 1
-YS-
k I
~
, ~= 57'45'S57'fRr)
,
~,, 0 = 5434'027'
~ L = 10565
r =5792`
R = 105.00'

FOR -L- PROFILE, SEE SHEET N0.17
FOR -YS- PROHIE, SEE SHEET N0.2D
CLEARING AND GRUBBING
EROSION CONROL FOR
CONSTRUCTON SHEEP 11

Q
Z
W
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J0.NE S. STONEY
oB aa2 Pc c49
J8 59T PG Ifi
09 942 PG N
DB 662 PC 663
~ 67T PG 45
GB 737 ?G 139

~ ~
PROIFCf REFERENCE N0. SHEET ND,
140,045116 EC-9WCONSTII
R'ri SHEET ND.
U)
O
i.`
i
NOTE:
THE CONTRACTOR SHALL NOT PUMP SEDIMEM-LADEN WATER DIRECTLY IMO
STREAM. POR DEWATERING Of CULYERT SITES,IHE CONRACTOR SHALL FILTER
SEDUIEM-LADEN WATER THROUGH SPECLtt STIWNG B451N.
fOR PUMP-AROUNO OPERATION, THE CONTRACTOR MAY U11UZE
STABUZEA OUTLET INSTEAD Of SPECIAL Si1WNG BASIN IF PUMPING
CLEAN WRIER
c
a
c
P
P
a
i
0
u
ti
0
N
Z
F
7
U
DETAIL
iMPER910US DIKE -SCHEMATIC
( Not to Scalal
I.0'Freeboara
NATWiM~~ ~ ~ PUMP ~~~',
STREAM D SRlE
SKE
POLYPROPYLENE,
xoNYROOeIE uar IAIn. D = 2 ft.
~O
PRELIMINARY PLANS
m Nor uss RoR consrnucnoN
CONSTRUCTION SEQUENCE ~5TA.107+55 -L-)
(ROAD CLOSURE - MAIMENANCE OE TRAFFIC VIA OFfSITE DETOUR)
I. INSTALL SPKIAI, STILLING 84SIN.
2. PLACE UPSTREAM IMPERVIOUS DIKE.
3. IXCAVATE ROADWAY EMBANKMEM AND INSTALL TS' TEMPORARY PIPE
4. PLACE DOWNBTRFAM IMPERYIOUS DIKE AND PUMPING APPARATUS.
DEWATER ENTRAPPED AREA.
5. REMOVE WSTING CULYERT.
b. INSTALL REPLACEMEM CULYERi AND HEADWALL
7. REMOVE 1MPERVIOVS DIKE. DIYERT FLOW THROUGH REPIACEMEM CULVERT
B. REM04E 15' TEMPORARY PIPE.
9. CONSi1tUCT AND STABILIZE CHANNEL IMPROVEMENTS. REFER TO ROADWAY
PLANS FOR CHANNEL DETAILS,
10. REMOVE SPECW. STILLING BASIN. 5iAB1UZE DISTURBED AREAS
WITH SEED AND MULCH.
11. COMPLLTE ROADWAY.
v
Plans prepared bp:
,KO G' ASSOCIATES, P.C.
C9nsntting Engineers
,512! RINCDOAf WAY, STATE 199
Rr1LE1GH,N.C.27607
{9l9) 851-6966

',
NGTE:
P1ACE TEMPORARY ROCK SEDUAENIT DAMS ttPE - B
AND TEMPORARY ROCK SILT CHECKS TYPE - A AT
DRAINAGE OUTLETS.
N07F.
PERIMETER EROSION CONTROI MEASURES SHA1i 8E
INSTALLED DURING CLEARING AND GRUBBING PHASE.
NOTE:
CONTRACTOR SHALL PROVIDE GROUND COVER ON
EXPOSED SLOPES WITHIN 21 CALENDAR DAYS, AFTER
ANY PHASE OF GRADING,
NOTE;
ALL EROSION LOFfiROL DEVICES SHOWN ARE
LOCATED WttHIN EXISTING RM1Y OR EASEMENT.
11
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OA 625 PG 919
-a
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m
V
9
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U
i
0
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CULVERT AT -l- STA.139+20:
FOR CONSTRUCTION SEgUENCE,
SfE SHEEP EG10A
~~ I
\90,W.
NAD 83 3F
JANE 5.570NEY
D8 1082 PG 044
DB `97 PC le
DA 542 PG M
OB 662 PG 563
OB 672 PC 416
DB 173 PC 49
~~
N ~O~$rs~
~Jr.
F
\~\
\ N
"zG 2~j' SPECIAL SEDIMENT
7033.E\
N ` CONTROL FENCE
PRO]ECT REFERENCE N0. SNEET N0.
I4C.C45U6 EC-10/CONS
RW SMEE7 N0.
20ADSIOE 64VIAONMENT.LL PRD]FCT 94GNe62
PRELIMINARY PLANS
DO VOT V58 ROR WNRTRVCI'ION
CLEARING AND GRUBBING
EROSION CONTROL T-0R
CONSTRUCTION SHEET iY
FCSta.l17+7259 ~ ~`\ ~
JANE 5. STONEY N M~a.,Ljg, c O
De IGez Pc o49
L6 597 PG f8
OB 942 PG 81 - ~~W2.OY a
PTSta.l2Jf64.25 D5 652 PG s63 ~ o25ona~e'"-*----'-
DB 672 PC 416
~, DB T33 PG 04
~o~`~b,~ SPECLAI SEDIMENT _ -~!- _
~oeyrRa COFITROI FENCE "°' N
~r ti , -..r~~ RL
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k ~ _ v, ' ='°~~y: CX 2z4 _ E .. ~) S:> 12' DRIVE ~
32.18' ~' ~- l i ..:
' ~ ' 190.00 .,.rte !. ' , / ., ~ yod R gt59'8E' r
*IOAO ,
50.00' a'"-~ ~' 5 AAPAN H. AND VEANON AUREY MASHBURN ~
~ ~ +40.0036.79' ~# LEANNA &CAPEL 08 1077 PC 195
X' Sa,oo' ®1 ,.,~rsasfi, IE DRIVE .. ..-~ Iz' DRIVE oe 1234 Pc 271 m.~
"~ ~ PATRICK MoCOPPUI AND ''!',a,
NADMI S. MOCOPPN "•
OB 999 PG 191 £ -
EDMhRC L. CRANFORD ~ e
AND Eft,EEN 1Y. CAANFORD ~^ £ PCS10. )2~+5577
OB 545 PC 181 d
00
°o ~'
DD NU7 DlSfURB
GAS VALVES
-L- -.
Pr sto 1ls+B~,ae
D = 1219'18.0' ~='0~~~~
L = 391E5 x ~~'oa ~_ ra.e6"
T = 2D8.29' ~.- tX6Y
' -- - 2~
T~
e'~ of
e°,'' FOR -L- PROFILE, SEE SHEET N0.18
m~
PIa»r prepared by:
a ,RO £~ ASSOCIATES, P.C.
p > Consulting Engineers
'h/ ,512! XINGDOM WAY, SUITE 100
ItAtelclr, x c, 27661
{9I9) 851-6066

A
DETAIL
IMPERYiWS DIKE - SCHfMATIC
i Noi to Scale)
LO'Freeaoard
NA711RAL~~ ~ ~y PU41P
STP~£AM D SIDE
SIDE
POLYPR~YIENE
NON-FADDIBL.E NAT'L NIn. D = I.5 FS.
CONSTRUCTION SEQUENCE ~STA.133~00 -L-~
N
c
a;
v
d
v
n
c
a
a
u
m
~i
U
z
E
U
a
N
U
(ROAD CLOSURE - MA1NffNANCE Of TRAfFiG YlA OFFSITE DETOUR.)
T, INSfAii SPKl4l STIWNG BASIN(SJ.
2. INSTAII llPSTR(AM PUMP AND FLEKIBLE HOSE.
3. PUCE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS
FOR STREAM DNERSION.
4. PUCE DOWNSTREAM UhPE&YIOUS DIKE AND PUMPING APPARATUS.
DEWATfR ENTRAPPED AREA
5. REMOVE IXISTING PIPE CULVERT,
d. INSTAII REPUCEMENT CULVERT AND HEADWALL.
7. CONSTRUCT AND STABILIZE CHANNEL IMPROVfMENfS REFER TO ROADWAY
PUNS FOA CHANNEL DETAILS.
B. REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY fIFXiDLE HOSE.
DNERT FLOW THROUGH REPUCEMENT CULVERT.
9. REMOVE SPECIAL STIWNG BASIN(S). STABILIZE DiSPURSED AREAS WITH SEED
AND MULCH.
t0. COMPLETE ROADWAY.
NOTES:
t. PIPE REPUCfMfNT SHALL BF PERfORMfD IN ONLY DRY OR
ROUTED SECTIONS Of CHANNEL
2. IMPERVIOUS DIKES ARE TO 8E USED TO ISOLATE WORK
FROM STREAM FLOW WHEN NKESSARY.
3. ALL GRADED AREAS SHALL BE STABILIZED WfTHIN 24 HOURS.
4. MAINIENANCf OF STREAM FLOW OPERATIONS SHALL BE
INCIDfMAL TO THE WORK. THIS INCLUDES POLYETHYLENE
SHEETING, OIYERSION PIPES, PUMPS AND HOSES.
5. PUMPS AND NOSES SHALL BE Of SVFflGENT SIZE TO
DEWATER THE WORK AREA.
6. THE CONTRACTGR SHALL NOT PUMP SEDUAENTaADEN WATER
DIRECTLY INTO STREAM. FOR OE-WATERING OF CULVERT SRES,
THE CONTRACTOR SHALL FILTER SEDIMENT-UDEN WATER THROUGH
SPECIAL STIWNG BASIN,
7. FOR PUMP-AROUND OPERATION, THE CONTRACTOR MAY UHUZE
STABUZED OUTLET INSTEAD OF SPKUll S11WNG BASIN IF PUMPING
CLEAN WATER

f ~

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NOTE: PROIECI REFERENCE N0. SNEET N0.
PLACE TEMPORARY ROCK SEDltdENT DAMS TYPE - B l4C.045116 EC-(1/CON5713
~ AND TEMPORARY ROCK SILT CHECKS TYPE - A AT
RW SNEET NO.
DRAWAGF OUTLETS. ROAO6IDE fNYIRONMEMAL PROJECT ENGINEER
NOTE: '
PERIMETER EROSION CONTROL MEASURES SHALL BE
INSTALLED DURING CLEARING AND GRUBBING PHASE.
NOTE:
CONTRACTOR SHALL PROVIDE GROUND COVER ON
PRELIMINARY PLANS
E%POSED SLOPES WITHIN 21 CALENDAR DAYS, AFTER o
a
u
ANY PHASE OF GRADING. R
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DB 8R PG 76 R = Q5(J
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A550CIATES, P.C.
~-
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~ 1211Q1iGDOM WAY, SUITE !40
~ R9L&16X X.C.27607
[phone]

NOTE:
CONTRACTOR SHALL PROVDE GROUND COVER ON
EXPOSED SLOPES WITHIN 27 CALENDAR DAYS, AFTER
ANY PNASE OF GRADING.
NOTE:
COMRACTOR SHALT PROVIDE INLET PROTECTION FOR
PPRTIALLY WSTALLED STORM DRAINS. THIS MEASURE
SHOULD BE INSTALLED AT THE END OF EACH
WORKING DAY.
NOTE:
CONTRACTOR SHALL MAINTAIN ALl DEVICES AS
PROTECT LS BROUGHT UP TO GRADE.
NOTE;
ALL EROSION COMROL DEVICES SHOWN ARE
LOCATED WffHIN E70STING RM' OR EASEAhENT.
NOTE:
INSTALL A1AT71NG FOR EROSION CONTP.OL fN All
PROPOSED OTTCH LINES EXCEPt WHERE PERMANENT
LINERS ARE SPECIFIED ON THE PLANS OR DIRECTED
OTHERWISE BY THE ENGINEER
y90
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L =96.50'
T = 491)7`
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L = 144.61'
T = 7246'
R = 2A7585`
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L = 3533`
T = fl73` -L- PUTS1o.
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L =4114'
T = 20b4'
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L = 21580'
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CIBdMl~S COVE COMPANY, LLC
DR 963 FC 345
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FOR -L- PROFILE, SEE SHEEP N0.14
FOR -Y- PROFILE, SEE SHEET N0.19

DETAIL A LAT RALABASE DITCH
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26+25 - 27+50 Ri
29«OD - 33+36 AT
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DB iQ3 PS93
PROPOSED DUTLEt CH F
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EST 136 TONS
EST 150 SY FF 'WEIR
EST 15 CY DDE
SEE DETAIL 'D'
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NOTE NOTE:
a CONTRACTOR SHAll PROVIDE WIET PROTECTION FOR
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~ SNOULO BE INSTALLED AT THE END OF EACH
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p CUNNINGS COVE COMPANY, LLC
DA 954 PG 369
,3~
PROJECT REFERENCE N0.
I AhY SHEET N0. 1
PRELIMIVARY PLANS
W uOf USe POA ~V.~3'FAQC'TSeN
FINAL EROSION CONTROL
FOR CONSTRUCTION SHEEF 5
Pl Sta 33+65A8

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R = 2ADO.Cb`

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SEE DETAIL 'C' N>
4.23+2834 ° ^"
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CUNNINGS COVE COMPANY, LLC I
D8 1280 PG 086 S ~p 0,}.F
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INSTALL MATTING FOR EROSION CONTROL IN ALL
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LINERS ARE SPECIFIED ON THE PfANS OR DN2ECTED
OTHERWISE SY THE ENGINEER
{
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OB 954 PG 369
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FOR -L- PROFILE, SEE SHEET N0.14
Plans prepared by:
~XO ~' ASSOCIATES, P,C.
Consulting Engineers
IuxixcnoM w.sR; sr>1ra IU8
kr1LEIG;Y, N.C.296G1
(419) 851-b46b
DETAIL C
OR.ET CNANNEL
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MASTDN G. O'NEAL, JR, ~~ SEE DETAIL 'A' -
JAYNE K. D'NEAL a
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CUNNINGS CGVE COMPANY, LLC
OB 959 PC 369
CLA55 'G'RIP fiAP
EST 2 TONS
EST i SY FF
\ 36+60 - 38+00 AT
95*50 - 97+00 A7
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NOTE
CONRACTOR SHALL PROVIDE GROUND COVE0. ON
EXPOBED SLOPES WRHIN 21 CALENDAR DAYS, AFTER
ANY PHASE OF GRADING.
NOTE:
COMRACtOR SHALL PROVIDE INLET PROTECNON FOR
PARTLALLY INSTALLED STORK DRNNS. THIS MEASURE
SHOULD RE INSTALLED AT THE END OF EACH
WORi(ING DAY.
NOTE:
CONTRACTOR SHALL MAINTAIN ALL DEVICES AS
PROJECT IS BROUGHT UP TO GRADE.
NOTE;
AU EROSION COMROL DEVICES SHOWN ARE
LOCATED WitHiN EXISTING RM/ OR EA9EMEM.
NOTE:
INSTALL MATTWG FOR EROSION CONTROL IN ALL
PROPDSED DRCH LWES IXCEPf WHERE PERMANENT
UNER$ ARE SPECIFIED ON THE PLANS OR DIRECTED
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CUNNINGS CDVE COMPANY, LLC
D8 954 PG 369
P sra
p = 96'35' 343'lLTJ
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END CONSd'RtlGT10N-/
Y2- ii+75
-Y2-
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L = 07.87`
r = 392s'
R =200.00' .~~i
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EST fITONi
EST 22 SY fF-
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'C 558
SEE DETAE 'E'
N/SPSRM i BASE
EST 17 SY
SEE DETAR 'F'
Plans prepared by:
,KO CH AS50CIATES, P.C.
Consulting Engineers
® !27 KA`GfN7M WAY, SUI7E Ie0
nACSrcr~ xc. z~ao7
(919) 85]-60b6
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PRO/ECT R£FFAENCE NO. 8HEE7 N0.
l4C.G45f16 EC-141CON5
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10AD8iDE EN44RONMENTAI PROJECT ENGINFFE
PRELIMINARY PLANS
p0 N01' VEE POE WNSTEVCTION
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STAN6~SE~ DITCH
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cw D qA
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GHQ
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PI Sta 48t02S3
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D = 7'38`22A'
L =217,46' ~

T = !40.34' \
R = 75D.01J`

FOR -L- PROfILE,SEE SHEET N0.15
FOR -Y2- PROFILE, SEE SHEET N0.19

1
PROJECT RF:EPB{E N0. fNEFt N0,
190.045116 EC-l5/CON'S
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ROCK PLA'flNC AT-EAIBANRMEM
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49400 - 9W0 Li 525 670
SN95 - E2435 LT 85 80
574q - 5}450 LT 90 YLO
SE450 - 58~D0 LT ]25 915
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SS
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PROPOSED OUTLET CHpNN EI
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Natwtl ?, M
' Naturd
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D
Coir Flbar Crowd
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SEE 9PEOdl DETdL, 6HEfi 2-6 D ' -' ~
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A
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STATION SIDE W D
5245 LT 2 Ft. 3 Fi.
57130 LT 2 Ft. 6 Ft.
60+25 LT 3 ft. 7 Ft.
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PCOSta. S2'
9+3 C01A FlBEA MATTING
BANKS ONLY
EST 2q SY
SEE DETAIL 'X'~--~
TIE i0 EX1571NG BURY
RO ?EATING pry 0.6`
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NGS COPE COM NY, LLC ,-~
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~SEfIUPEiAIn r +S~
- ~~~
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SPECIAL LAT 'W DITCH
SEE DETdII 'G'
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P15fa 50f9269
p= 527'25.9'fS)
D =3'05'49.4'
L = 30536'
T = 153A3'
R = 1,850.00'
INV 0.6' p~ 1
SEE [
MRAFEO M.'NWTESOE
AND JOHN N. WNITF.SIDE
CB 6BIPG 631
CCiR FIBER MATTING
BANKS ONLY
E<T 54 SY-~
SEE DETAIL 'K' I
- 30' CSP
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CONTROL fENCE
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12' 6P,IVE
SPECIA CUT DITCH \
SEE DET IL 'A' ~
e EMBANKMEN
)NS o% MELVIN R. RENAW AND
Y FF >~ ~ GERALDINE T. LNCHALIK,
UL 'Y D REVOCABLE FAMLY TRUST
4 DB 1006 PG 86
`BRENDA CAROL MCY,INNA
OB 93: PG 730
Pl Sta 53+4114
o = !g (~ 2sz
L = 188bT
T =9612'
R = 400A0'
SPECIAL CUT DITCH ~
SEF DETAIL 'A' EST
SEE
PRELIMINARY PLANS;
m NOT U66 POA CON9TRGCTIDN
FINAL EROSION COMROL
FOR CONSTRUCTION SHEET 7

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BEVERLY GRAY P O, 11f4
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/ l = 7312' 46S ° '~
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' Q ~~
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NOTE
CONTRACTOR SHALL PROVIDE GROUND C04ER ON
EXPOSED SLOPES WITHIN 21 CALENDAR DAYS, AFTER
ANY PHASE OF GRADING.
NOTE:
CONTRACTOR SHALL PROVIDE iN1ET PROTECTION FOR
PARTIALLY INSTALLED STORM DRAINS. THIS MEASURE
SHOULD BF WSTALLED AT THE END OE EACH
WORKING DAY.
NOTE:
CONTRACTOR SHALL AWMAIN ALL DEVKES AS
PROTECT IS BROUGNf UP TO GRADE.
NOTE:
ALL EROSION CONTROL DEVICES SHOWN ARF
LOCATED WITHIN EXISliNG RM' OR EASEMENT.
NOTE:
INSTALL MATTING fOR EROSION CONTROL IN ALL
PROPOSED DITCH UNES IXCFPi WHERE PERMANEM
!)MFRS ARF SPECIFIED ON THE PiANS OR DIRECTED
OTHERWISE 8Y THE ENGINEER.
END
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r ~~\~~
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p= 58' 42' 493'rLT)
D = 63'39'43P \ -
L = 9223'
T = 50b2'
R =.90.(10'
0
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FOR -L- PROFILE, SEE SHEET N0.15
TOR -Y3- PROFILE_SfE SHEET N0.20
Plaru prepared by:
,KO ~ ASSOCIATES, P.C,
CDnruiting Engineers
,SIT! KINGDOM TYAY, SLTTE 100
RALSIGlf, N.C. 27601
(919) 851-b066
///
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p= 3590'29.4'lRT)
D = lP27'33A'
L = 3032'
7 = 160b9' ~,2g c
R = 500.00' ,~,~9
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TYPe °t Llner= PSRN 8= 2 Ft,
STATItli TO STATION SIDE
NOTE:
CONTRACTOR SHALL MWMAIN ALL DEVItES AS
PROJECT ii BROUGHT UP TO GF.ADE,
NOTE:
ALL EROSION CONTROL DEVICES SHOWN ARE
LOCATED WITHIN £%ISTING RAV OR EASf1dENT.
NOTE:
INSTAlI MATTING FOR EROSION CONTROL IN ALL
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DE
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66+00 ET t Ft.
PROifC7 REFfRENCF N0. f 3N67 N0.
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PM' SHEfi N0.
AoIJSIDE ENMRONMENfAL 7xo)ECT cYGIHFFx
PRELIMINARY PLANS
Da NGf U$ P°R ~NSTAOCR°N
FOR -L- PROFILE, SEE SHEET N0.16
FOR -Y4 PROFILE, SEE SHEET N0.20
Plans prepared by:
~KO ~ ASSOCIATES, P.C.
Consulting Engineers
lu xnvrxnans Wi1Y, SUCIE 100
RRLSIGH, N.0. 27601
[phone]

TAI I DETAIL F
SPECIAL CJT DITCH ~ SPECI 1° A E DITCH
Itbt to Sodal INO} } Sca'a1
Froni
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c D ~ pe
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BS+OD - 89}50 RT Type of Liner- PSRM
B/+50 • 9500 flT _L_
69+50 •30+00 RT STATIJN TO STATION SICE
A9+00 - 8950 RT P! 5ta 8/+62.55
~= 48'4P372'fRT
DE1'AI K ! D = 1418262'
PROrO5E0 OUAET CHANNEL j L = 33995'
(Nat to $cdeJ T = 181.00`
Natwcl eN r Narura! j R = 9D0pp'
wound 0 'round I
Cdr Fiber
Maftln0 W = __ FT'
SEE SPECIAL DEEAf., SHEET 2-6 D ' " Fi
Type of liner = NATIVf GRASSES
(ON BAYKS ONLY?
STATION SR1E N D ~~
T6'95 L7 6 Ft, 4 ft.
A.CEtlI WELLS ANO
BETTY R. WELLS
DB 681 PG 346
3PECIAL SEDIMENT
CONTROL FENCE
p ~~%'
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7 PINILiP N. ELYE4 AND
DEBLRAH A. ELYEA
OB 878 PC 63

COiR FIBER MATTING \
BANKS ONLY
EST 42 SY
~ SEE DETAIL 'K'
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SPECIAL SEDIMENT C0 681 PC 346
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~ 81+90 - 84+70 LT 319 100
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80+90 LT 4 Fr.
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D = 1905'54.9'
L =23052`
r =12rzg
R = 30000'
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TAIL 'J' rsy? s, 5's'P any y5
IOJ,n 67
Pl Sta 77+1227
o= 3sc6'34zrcn
D = 1! 27' 33A'
L = 30639
T = 158!7'
R = SA7OP'
~52
.r
63
~. 'B
rl A
9.4
NOTE:
CONTRACTOR SHAH PROVIDE GROUND COYER ON
IXPOSED SLOPES Wf(H1N 27 CALENDAR DAYS, AFTER
ANY PHASE OF GRADING.
NOTE;
CONTRACTOR SNAll PROVIDE INLET PROTECTION FOR
PARTIALLY INSTALLED STORM DRAINS. iH15 MEASURE
SHOULD BE INSTALLED AT THE END Of EACH
woRKING DAr.
NOTE:
CONTRACTOR SHAll MAWTAiN ALL DEVCES AS
PROJECT IS BROUGHt UP TO GRADE.
NOTE:
All EROSION CONTROL DEVICES SHOWN ARE
LOCATED WfTHiN IXISTING RhV OR E75FMfM.
NOTE:
INSTALL MATTING fOR EROSION CONTROL IN ALL
PROPOSED DDCH ONES IXCEPi WHERE PERMANENT
LINERS ARE SPECIFlED ON THE PLANS OR DIRECTED
OTHERWISE BY THE ENGINEER
<;;
I
?ROJECT RFfERENCE N0. SHEET NO.
14C.0951l6 EC-fL/CONS
WN ENEET N0.
I.OADSIOE EN1RONMtN7AL PR01ECi ENGINEER
PRELIMINARY PLAINS
ao Nor use PaR consraocrlov
FINAL EROSION CONTROL
FOR CONSTRUCnON SHEET 4
OB T73 PC 139
LINE 25' OF CNANN'fL S1
W/CLASS 'I' RIP RaP y_
EST 26 IONS
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s AHD BAAO THOMAS
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PI Sta 89}7676
o= 2z44'34srtn
D = 1419' 262'
L = 15878'
T = 80.45'
R = 40Q7m'
Plans prepared by:
,KO f~ dSSOCIATES, P.C.
ConrulTing Engineers
121 XlIYYGDOAf WAY, SUITE IAA
1rAl.~tcx, x.c.2vr>o2
{919) 851-6066
THE EXISTING CU( 5lDPE
cif PARCEL ze sNa1
FOR -L- PROFILE, SEE SHEET N0.76

TAIL
sPEC1aL cur DITCH
libt io 9eaA
Aer Sbp
Natirtl 4,p ~ CA
v D
a
Mln. D' I F},
STATION 70 STATION SIDE
90.00 - 9HDO =,T
94+00 - 99+59 RT
95«99 - 97«50 Ri
DTEAILJ
TOE PROTECTION
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NU}ura
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a
d = f F•.
Type of LMer =PSftN
S1A710N TO S7ATION SDE
100+75 - a+SG LT
Jol«sE - az+is RT
NOTE: r
CONTRACTOR SHALL PROVIDE GRa1ND COVER ON
EXP05E0 SLOPES WITHIN 21 CALENDAR OA75, AFTER
ANY PHASE OF GRADING.
NOTE;
CONTRACTOR SHALL PROVIDE INLET PROTECTION FOR
PART45LLY INSTALLED STORM DRAINS. THIS MEASURE
SHOULD BE INSTALLED AT THE END OF E4CH
WORKING DAY.
NOTE:
CONTRACTOR SHALL MAINTAIN ALL DEVICES AS
PROIECT 15 BROUGHT UP TO GR4Df.
NOTE:
ALL EROSION CONTROL DEVICES SHOWN ARE
LOCATED WITHIN EXISTING PAY OR FASEMEM.
NOTE:
INSTALL MATTING FOR eROSION CONTROL IN ALL
PROPOSED DITCH LINES EXCEPT WHERE PERAUJ4fM
LINERS ARE SPECIfI£D ON THE PLANS OR DIRECTE-
OTHERWISE BY THE ENGB~EER.
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L = 298J0'
T = 73154'
R = 30G.Th7
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0
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D0 ID62 PG U9
- DB 597 PG R
D9 942 PC 61
D8 562 PG 567
OB b72 PC 46
DB 73J PG R9
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EST 50 5Y
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CHARLES S. GLATZEA
A D SHERAY A. GLAT2ER
06 1202 P 246

NOTE:
THE F_XISl1NG CU7 SLOPE
ON PARCELS ?.8 THRU 31
SHALL NOT 8E DISTURBED.
NOTE:
ON PARCELS 32 THRU 37 Aft FLAGGED TREES OR
WITNIN 7HE ORANGE FENCE SHALL NOT 8E CUT. ;
7h'E BRUSH WAHIN THESE TREES CAN SLAY.
PROJECT R13ERFNCE N0. $H6ET NO.
l4C.0451l6 fC-!8/CONS
RhY SHEcT N0.
LOADSIOE ENVIRONMENTAL PROIER ENGINEER
PRELIMINARY PLANS
RD NoT USL PoA CONSPRVGT(ON
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FOR -L- PROFI4E, SEE SHEET N0.17
Plaru prepared byr
~KO f~ ASSOCIATES, P.f..
Consulting Engineers
I21 XAGDOM WAY, St717E I04
RAI.FJGF~ XC.27601
(9I9) 85I-6D66
JANE S, STONEY
DB wa2 PG 049
OB 597 PG IB
DB 942 PC 81
D8 662 P6 6fi3
DB 672 PG 46
DB 73: PD 49
aass 'B' RIP
EST 3 TONS
EST IISY Ff
w 9 EST 6S SY \
L29.63 = SEE DETAIL 'J' ~ °P~
WINNIE R. PlTTILLO ~~ a ~ p~
Oa iJJ PG 969 ~£g ' a°~~8~ yJ~~2
'`'`\ JOHN E. NYNE$ AND 0 aJp
to. 9bd3/53 Luba w, nmfs /
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DETAIL A
SPECIAL WT DIFCH
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/ ~Fraft
(/ D1ta
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D }}W
nin. 0= IPf.
s7ATmN Ta sTAnGN soE
107+60 - 60+EO ftT
ETAIL
PFDPDSED OUTLET CHANNEL
(Nm m xmal
Noturol Py W Natural
Ground D Ground
Coir FISBr
MaHlnq M' _ __ Ff
SEE SPECUI DFTAR. SLEET 1-B 0 ` •' ~
Type oP Llner =NATIVE GRASSES
(GH BANKS ONiYI
9TAT+GN s~ w a
107+45 LT 4 Fi. 3 Fi.
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JANE S. STONEY
DB 1081 PG 049
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T = 1814
vi
~ ENTERPRISES, INC.
DD 8-05 PG 66: ~ R = 200.Oa
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T = 6073'

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SPECIAL CUT D,iCH
SEE DETAIL 'A'
b
NOTF:
CONTRACTOR SHALL PROVIDE GROUND COYER ON
EXPOSED SLOPES WITHIN 21 CALENDAR DAYS, AFTER
ANY PHASE OF GRADWG.
NOTE:
CONTRACTOR SHAH PROVDE INLET PROTECTION FOR
PARTIALLY INSTALLED STORM DPAINS. THIS MEASURE
SHOULD BE 7NSTALIED AT THE END OF EACH
WORKING DAY.
NOTE:
CONTRACTOR SHALL MAIMAIN All DEYICES AS
PROTECT IS BROUGHT UP TO GFADE.
NOTE:
ALL EROSION COMROI DflICES SHOWN ARE
LOCATED WITHIN IXfSTING RW OR EASEMENT.
NOTE:
INSTALL MATTING FOR £RDSION CONTROL IN ALL
PROPOSED PITCH UNES EXCEPT WHERE PERNANEM
UNfiRS ARE SPECIFIED ON THE PIhN15 OR DIRECTED
OTHERWISE BY THE ENGINEER
JANE S. STONEY
OB 1082 PG 049
OB 991 PG 10
OD 942 PG BI
DB 662 PG 563
DD 672 PC 415
DB 793 P6 139
II IP
?RDJER RJ:FEaFt4CE N0. THEFT N0.
14C.045Jt6 EC-hJ/CJNS
wW sH6£r ND.
ROADSIDE ENVIRONMD4W. PROlEC6 ENGINEER
PRELIMINARY PLANS
w Nor vsfi J'OR coNtrRVnlaN
FINAL EROSION CONTROL
FOR CONSTRUCnON SHEET 11

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JANE S. STONEY
OB IOE2 PG 049
D8 597 PC 19
DB 992 PG 81
0B 662 PG 563
0B 672 PG 4K
DB 73S PC 139
FOR -L- PROFILE, SEE SHEET N0.17
FOR -YS- PROFILE, SEf SHEET N0.20
Pldnt prepared by:
,KO ~ ASSOCIATES, P.C.
CDnsutdng Engineers
12lIQh'GDOM WAY, SUfPE JOD
nAr,~lrtx xc.27r,or
(919) 851-6D66

D~T~ Al'_ A
SPECIAL Cllr DITCH
(No} to 6add
aidM,
curb J~Dr~ d S~ 54pe
D
B
Kin a I Ft.
STATION TO STATION SIDE
Il6r5T • 97$0 A7
DET !~i ~8
LATERAL BAS DITCH
f NOt to $C0~
0
- Hope
ro ~ N D
B Alin D=lFt.
&2Ft.
a2Ft.
STATN7N TO 6iAigN SIDE
L5+90 - N6+5T RT
>>h
QO
Oti
hX ~
11
~~Q
~~~~ ~ \
~G~
2' LAT BASE DRCH ~i'~
~ EST 72 CY DDE
SEE DETAH. '8'
DRIVE IMAiCN EX.I
gnu
~~4.
i5 ry~.y}
//
1~
=4'
~~~
``w~
_7
D TAIL
D~.T~11_J PROPOSED OUTLcT CHANNEL
TOE PROTECTION OETA1 L lNOr ro 9ede1
~~ 1 nor to s:aal STA IN DITCH Drorwa ~ w
NOTUr01
D r°IL'7d
crane ~ 9oPS Colr FIDer
\ d qA BOtting W : _ FT
SEE SPEOAL DETAL, SHEET 2-8 D ` -• ~
Bla D= 1 Ft, B Type o` Liner =NATIVE GRASSES
B= ._ FT. (PN BAN%S Dt~EY)
d= IFt. __
Type of Liner =PSRB STATION SIDE B STA?NN SIDE W D
STATION TO $TA7MN SIDE W+60 li Y 19+20 LT 5 Fi. ] Ft,
ry~JJ2 Q4+00 - 124+3a Ri p4+80 lT q'
r„r 124+4D - R9+65 RT
NAD 8~ ~_ a\
DB 1062 PC 049
.Xry9~ryti~ JANE S. STONEY
° `0. OB 942 fG 8
~9` OB 662 P6 567
~, DB 672 PC 416
DB 733 PG 139
10 LF 2' BASE TAIL 01TCH
fST S CY DDE
SEE DETAIL 'L'
CRIVE PIPE
FOR FIELD 30
ACCESS
CLASS 'A' RIP RAP
EST 5 TONS
ESi 21 ST FF
CDIH FIOER BATTING
EST 36 SY
SEE DETAA 'K'-l

N ~Sg
JS~9&
J9.
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\ SPECIAL S
E
7 ~ EDIM
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j j JANE S. STONEY
r
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DB s~ Pc IB
ry 2
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~• ~ ~$i0• /ti~'~
+- n
0'
m ° Da 942 PO 61
DB 662 PG 563
DB 672 PG 416
CLASS 'B'R1P AAP
ESi 8 TONS
4J N'
1 ~^„ N DB 737 PG 139 I- EST 21 SY FF
SPECIAL SEDIMEM
CONTROL FENCE
~GR~#1 J`.0
I /1~
SPECIAL CUT DITCH
SEE 9ETAIL 'A'
BARAYN G. CHANDOLR
OB 626 PG 919
c
m
N
a
U
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U
7
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NOTE:
CONTRACTOR SHAd.t PROYIDE GROUND COYER ON
IXPOSED SLOPES WITHIN 21 CALENDAR DAYS, AFTER
ANY PHASE OF GRADING.
NOTE:
COMRACiOR SNALL P0.0VIDE INLET PROTEC110N fOR
PARTIALLY INSTALLED STORM GRAINS. THIS MEASURE
SHOULD BE INSTA!LED AT THE END OF EACH
WORKING DAY.
N~IE;
COMRACiOR SHALL MAINTAIN All DEYICES AS
PROTECT IS BROUGHT UP TO GRADE
NOTE:
ALL EROSION CDN1ROl DEYICES SHOWN ARE
LOCATED WffHIN E%ISTING PA4 OR EASEMEM.
NOTE:
INSTALL MATTING FOR EROSION CONTROL IN AJ.L
PROPOSED OffCH UNEE IXCEPf WHERE PERMANENT
LINERS ARE SPECIFIED ON THE PLANS OR DIRECTED
OTHERWISE PY THE ENGINEER

BOLF 4' BASE TAIL DITCH
TO ELEV 2066
EST 25 CY ODE
SEE DETAIL 'L'
PROJECT FFFERENC6 N0. SH.ET N0.
i40.045f16 EC-20/CONS
W! SHEEP NO.
10AD91DE FNYIRON/.iEMAL PROTECT 9NGiNEER
PRELIDIIN.4RY PLANS
W NOT USE PoA NNSITtOCPION
FINAL EROSION CONTROL
FOR CONSTRUCTION SHEET 12
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`f` +40,0036.79 ~~ ~ ze''A J 1 , LEANNA R. CAPEL DB 1077 PC 14b
'iv' Bo.oo' (,,.~ x~ B.A~, 16' URIVI= 12' DRIVE DB 3234 PC 2N ~ a
91 6
~' ~a '-TO£ PROTECTION PATRICK McCOpPRJ AND m g$
. ~. w/ PSRB NAOBI S, NcCOPPlN _ e
'! P5260?+' EDWARD L CRANFORO z SEE DETAL 'J' OB 999 PG 141 I
AND EILEEN W. CRANFURD
DB 545 PG 10 m u C$ f
~ $8
~~"~ ~ DO NOT DISTURB
1 CPS VALVES.
~ ~A ToE PROTECTION
PI Sta !)918068 oN wi PsRI
~= 48'IS'33,4'fLT) "6~ EST985Y
D = l219'18D' ,a~~ sEE DETAa'J' NDS~io'DD'a.-----
ND6naDD'w"_ raas
L = 3srss'
T = 20829' _`,_ DI,67'
R = 465A0` afi'se'~'R~'
I
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r~~°~ FOR -L- PROFILE, SEE SHEET N0, l8~
oNo
~~.``` mo _....._..,.._....._..__._................_. _......_.....
c {°° ~ s u~~ ¢ Plaxr prepared 6y:
a~ ~~' -~...~ ~KO f~ ASSOCIATES, P.C.
„~> ConsulTrng EngineerT
5121 XItiGDOM TYAY, SL'T1Ti IDO
RALELGA, M,C. 29607
(9i9) 851-b066
+10.00 f ~ ~ ~~
32,10' k
+IG.00
50.00' IBi4yR i, '~~'"f +90.00

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SPECIdL CUT DROH
tNs} 'a Soaq;
II f¢r~a~t
fhlvrd (y 1 ,fat 9ope
aowa a. D W
Mk>. D=IP!.
ST0.TNNi TC STATION SIGE
'3h00 - 133x16 RT
178+50 • 139gC5 RT
p*90 - ia.oo -W- A7
DETAIL F
SPEOAT~;OT-SASE pITCH
tNO4 }o Sccl=1
rwuM C tABr ~i4d~i
B ~
Nln. O= I Ft.
Max, dQ I,5 fi.
Type of LRler= PSAM 8= 2 Ft.
STATION TO STATHW SIDE
129+D0 • i29+25 RT
:37+16 - {33+50 RT
ETA) K
PROPOSED DUTLET CHANNEL
IXM to Grdel
NO4ura ?y NatUrai
CfpW1E Grwn7
D
Catr F:Eer
MattlOG R a •, PT
SEE SPECDI. DETAR, SHEET 2.8 D = _ F7
Type oT lNer =NATIVE GRASSES
ION BANKS ONLYI
siaiidl 9mE w G
17J~92 LT 9 Ft. 2 Ft,
133106 AT 3 Ft. J Ft.
ETAI P
57AND A9 DITCH
I NOt }e Sodol
oN D 0. 0
Fp4er Fobrlc Min. B= I ft,
Nax.~ t5 ft.
B= __ F?.
Type of Llner= pose i Rlp-Rap
STATION 6mE 8
139+00 LT 2 f4,
I '~
N DA 83
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yrppw
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ti JANE S. STONEY SPECLU SEOIMEM
OS 1062 PC Dag CONTROL FENCE
"C d EST 53951' MAiiiNC aB 992 PG 81
DG 662 PG 567
I
m J SEE DETAIL 'N' ~ t3
'2
FG U9 AP
T
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S
:-k:'`^i' ' ,. ~ w ~V~ INY, 0.6 .
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ST
32
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HEADWALL
2' SPECIAL CUT BASE DITCH
W/ PSRM
EST t7 SY
SEE DETAIL 'F'
P! 0~S /29t~fB6
o= I.~Ig4o.I'rRn
G = 3 4Y 47.4"
t = 3&055'
T = 181.05'
R = (550.00'
NOTE:
CONTRACTOR SHALL PROVIDE GROUND COYER ON
eJ305ED SLOPES WITHIN Zl CALENDAR GAYS, APTER
ANYPHASE OP GRADING.
NOTE
CONTRACTOR SHALL PROVIDE INLET PRDTECTION T-0R
PARTIALLY INSTALLED STORM DRAINS. THIS MEASURE
SHOULD BE IN5TAI.lED AT THE ENO Of EACH
WORKING DAY.
NOTE;
CONRACTOR SHALL AN9VTAIN ALl pEYICES AS
PROJECT IS BROUGHT UP TO GRADE.
NOTE:
ALL EROSION CONTROL DEVICES SHOWN ARE
LOCATED WIMFN EXISTING RN/ OR EASEMEM.
NOTE:
INS7ALt MATING FOR EROSION CONTROL IN All
PROPOSED DRCH UNES E%CEPT WHERE PERMANEM
UNERS ARE SPELIRED ON THE PLANS OR DIRECTED
OTHERWISE eY THE ENGINEER.
/ 1-2'SPECIAL CUT DASE
01TCR W/ PSRN
EST 23 SY
BURY WV. 0:6' SEE DETAE, 'F'
19 LF PROP, WLET CHANNEL
CORi FIBER NATTING
ON BANKS ONLY
EST 25 SY
EST 5 CY DDE
SEE DETAIL 'K'
44
tOWEL J. GETTNAN, ET AL
D3 Yt36 PG 7D0
GB Xza Pc 767
OB 765 PC 377
BB 812 PG 7L5
00 829 PC I7
BB 950 PG ZD9
oB A6 PG 267
BB 588 PC 419
BB 432 PG 55
DB 331PC 89
OB 757 PG 247
Da a7z vc m
pU"i;?
?ROJECE REFERENCE N0. SHEE7 NO.
190.095(15 EC-21/CJNS
RMf SHEET No.
AOAD6IDE ENYIRONAIENEAL PROJKT ENGINEER
PRELIMINARY PLANS
00 HOT p58 PoH CDN7rRUCT10N
FINAL EROSION CONTROL
FOR CONSTRUCTION SHEET 13
-
L- fVT JT0.1~ytJ7,%1 =
-YI- POTSfo.12+4558
CLASS 'E'RW RAP
EST 3 TONS
\ST 10 SY Ff
~,~~~ \
x/c
/
/ \
-BL- 34 PING 137+32.66 =
-L- POC 136+90,88 II9.64' RT)
F 2'BASE HEAD DITCH
iS TRIP RAP -~-
la Toes
q 5Y FF
P $tQ ,3/'1'54,
3 CY OOE Q = 4B' SY I$S' (LT)
DETAIL 'P' p = 22' S5' 05,5"
L = 2!3.45'
T = (1372'
R =250.00'
` ~~ ti~
\ ~~~ , ~.9~ Jµ
~?~
-END CONSTRUCTION
-t- l39f12
~~~
V
S
SPECIAL CUT DITCH
SAL DETAIL 'A'
FOR -L- PROFILE, SEE SHEET N0.18
FOR -Y7- PROFILE, SEE SHEET NO. 19
Ploru prepared by:
~KO f~ ASSDCIAT'ES, P.C.
Consulting Engineers
® 711 KINGDOM A'AY, SUITE IOD
RALEIGH, N.C.1760I
[phone]

Sheet 10
Site 8 Eliminated
Not jurisdictional