19970440 Ver 1_Complete File_19970514

State of North Carolina
Department of Environment,
Health and Natural Resources
Ja mes & Hunt, Jr., G ove mor
Jonathan B. Howes, Secretary
Steven J. Levitasy Deputy Secretary
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Division of Water Quality
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, N.C. 27607
FAX:[phone]
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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Franklin Vick
N.C. Dept. of Transportation
Planning and Enironmental Branch
P.O. Box 25201
Raleigh, NC 27611-5201
Dear Mr. Vick:
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?EHNR
June 27, 1997
DWQ #970440
Buncombe County
TIP No. R2116B
On May 14,1997, you applied to the N.C. Division of Water Quality (DWQ) for a 401 Water Quality
Certification to place permanent fill in 12 acres of wetlands plus temporary fill in 0.29 acres of wetlands and to
place culverts, rip-rap and channel changes in 904 linear feet of streams for the NC 151 widening from SR 3454 to
south of US 19 23-74 in Buncombe County. Your project has been forwarded to Mr. Mike Parker [phone]
of DWQ Asheville Regional Office for review. If you send additional information to the U.S. Army Corps of
Engineers concerning this project, please be certain that our staff have copies of this material so we can use it in our
process in making a decision.
According to our preliminary, in-house review and following a field review by Mr. Parker since you propose to
disturb greater than one acre of wetlands or 150 linear feet of streams, compensatory mitigation will be required by
DWQ for this project as described in 15A NCAC 2H .0506 (h). The exact amount of required compensatory
mitigation will be determined in accordance with 15A NCAC 2H .0506. Please note that if compensatory
mitigation is not provided, this project will likely have to be denied. You have these four options for satisfying
those requirements:
1. Payment of a fee established by the Environmental Management Commission into the North Carolina
Wetlands Restoration Fund (see attachment),
2. Purchase of credits from a private wetlands mitigation bank,
3. Preparing and implementing a wetlands restoration plan, or
4. In limited instances, donation of land to the Wetlands Restoration Program or to other public or private
nonprofit conservation organizations as approved by the Department.
At this. time, options 1 and 3 are the only viable options in North Carolina. If you are interested in options 1
or 4, please contact the Wetlands Restoration Program at (919)-733-5083, ext. 358. Until a mitigation plan is
provided, this application is considered to be incomplete and our prpcessing time will not start.
In addition, in order for us to complete our review of this application we request that you furnish written replies
to the following questions: \
A. Site 7 (64 foot of stream relocation from Station 49 + 56 to 49 +7 - L-) S? ?-
Please provide a copy of the stream relocation plan, with grade and sinuosity shown in detail. Also, will
N.C. DOT be able to include vortex weirs and riffle ponds to increase this stream's potential for fish
habitat?
Station 50 + 40 to 51 + 38 -L- 130 foot stream relocation
Please investigate,ways to minimize use of riprap through placement of root wads or vegetation along the
streT banks:
B. • Wetland impact Site 12 near SR 1122. Part of the wetland is missing from the site drawing. Please
provide a revised permit drawing, and if necessary, a revised summary tab e. I
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Division of Water Quality Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
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Page 2
DWQ Project #970440
Buncombe County
C. You propose 1.2 acres of permanent fill in wetlands, to be compensated by debiting two acres of creation
at the Mud Creek mitigation site. In accordance with 15A NCAC 2H.0506 (7), up to 3.6 acres
of creation would be needed for the impact you propose. Since this would use all the creation area
available at Mud Creek and you wish to preserve some of it for other projects, we will accept a mixture
of creation plus enhancement / preservation. We suggest 2 acres of creation plus either 6.4 acres of
enhancement or 16 acres of preservation from Mud Creek. If you choose to offer only one acre of <'00TJ ?a
creation for this project, then 10.4 acres of enhancement or 26 acres of preservation would also be
requited ?'ee+ h e e?eo9' 4;f?l- cj, ?
D. Site 11 (260 foot stream relocation from Station 64 + 87 to 67 + 12 -L- REV)
We do not consider the 130 foot riprapped channel into which this 260 foot stream will be relocated to
be a form of mitigation, regardless of the stream side vegetation to be placed at intervals along the
channel. Mitigation will be required for 260 feet of linear impact. You have suggested that a 131 foot
length of stream near SR 1122 may provide mitigation potential. Please provide details of your site
evaluation and enhancement proposal. Even if this area would provide suitable mitigation opportunity,
129 feet of stream mitigation would be needed elsewhere to reach a total of 260 feet
E. Reference our correspondence of 27 May 1997, which includes our proposed policy for restoration of
temporary wetland impact areas. The 0.29 acre temporary impact area associated with this project should
be restored following construction in accordance with these rules.
We recommend that you not impact any wetlands or waters on your project site until a 401 Water Quality
Certification has been issued from Raleigh, The issuance of a Corps of Engineers 404 Permit does not mean that
your project can proceed. According to the Clean Water Act, the 404 Permit is not valid until a 401 Certification is
also issued. If DWQ staff observe impacts which are not allowable, you will be required to remove the fill and
restore the site to its original condition. I can be reached at 919-733-1786 if you have any questions about the 401
Certification process.
cereiy,
cc: Mike Parker, Asheville. DWQ Regional Office
Central Files
Jo R. Dorney
Wier Quality Certifica 'o gram
970440.rovst

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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
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August 28, 1997
Buncombe County
DWQ Project # 970440
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS, WRP
Mr. Franklin Vick
N.C. Dept. of Transportation
Planning and Environmental Branch
P.O. Box 25201
Raleigh, NC 27611-5201
Dear W. Vick:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in 1.2 acres of wetlands and 904 linear feet of waters for the purpose of widening NC 151 from SR
3454 to South of US 19/23/74 in Buncombe County, as you described in your application dated May 9,
1997. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Numbers 3103, 3108, 3100 and 3102. This certification allows you to use Nationwide Permit
Numbers 13, 14, 26 and General permit Number 198200031 when it is issued by the Corps of Engineers.
In addition, you should get any other federal, state or local permits before you go ahead with your project
including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water
Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit
expires unless otherwise specified in the General Certification
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application. For this approval to be valid, you must follow the conditions listed in the attached certification
and any additional conditions listed below. Wetland impacts shall be mitigated at N.C. DOT's Mud Creek
mitigation site. One acre of creation plus 10.4 acres of enhancement will be debited for this project. Also,
reference our correspondence of 27 May 1997, which includes our proposed policy for restoration of temporary
wetland impact areas, The 029 acre temporary impact area associated with this project should be restored
following construction in accordance with these rules.
We understand that you have chosen to contribute to the Wetland Restoration Program in order to
compensate for these impacts to streams. In accordance with 15A NCAC 2R .0500, this contribution will
satisfy our compensatory mitigation requirements under 15A NCAC 2H.0506(h). According to 15A NCAC
2H A506(h), 260 feet of restoration will be required. Until the Wetland Restoration Program receives and
clears your check (made payable to: DEHNR - Wetland Restoration Program), wetland or stream fill shall not
occur., Mr. Ron Feriell should be contacted at 919-733-5083 ext. 358 if you have any questions concerning
the Wetland Restoration Program. You have one month from the date of this Certification to make this
payment. For accounting purposes, this Certification authorizes the fill of 260 feet, in
French Broad river and subbasrn and 260 feet of restoration are required.
If you do not accept any of the condition's of this'tetifrcation, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive thisIetter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action. Employer • 50% recycled/10% post consumer paper

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Page 2
DWQ Project # 970440
August 28, 1997
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Insurance DWQ Regional Office
Mr. John Dorney
Central Files
Ron Ferrell; Wetland Restoration Program
NORTH CAROLINA - DIVISION OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H.0500, N.C. P==ent of Transportations DWQ Project # 970440, is
authorized to impact the surface waters of the State of North Carolina as indicated below for the purpose(s) of widening
US 1912374. All activities associated with these authorized impacts must be conducted in accordance with the conditions
listed in the attached certification transmittal letter. THIS CERTIFICATION IS NOT VALID WITHOUT
THE ATTACHMENTS.
AUTHORIZED IMPACTS:
1.2 acres of Class WL wetlands
1.2 acres of riparian wetlands
acres of non-riparian wetlands
n/a_ acres of Class SWL wetlands
260 linear, feet of stream channel
(other)
LOCATION: pear South Hominy Creek
COUNTY: Buncombe
BASIN/SUBBASIN: 040302
COMPENSATORY MITIGATION REQUIREMENT
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate for
the above impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters as
outlined below prior to conducting any activities that impact or degrade the waters of the state.
Note: Acreage amounts are rounded to the nearest one-quarter acre according to 15A 2R .0503(b)
• acres of Class WL wetlands
acres of riparian wetlands
acres of non-riparian wetlands
acres of Class SWL wetlands
260 linear feet of stream channel
(other)
Weoand mitigation will be done at the Mud Creek mitigation site owned by N.C. DOT.
One of the options you have available to satisfy the compensatory mitigation requirements is through the
payment of a fee to the Wetlands Restoration Fund per 15A NCAC 2R .0503. If you choose this option, please sign
this form and mail it to the Wetlands Restoration Fund at the address listed below. An invoice for the appropriate
amount of payment will be sent to you upon `receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE
NOT AUTHORIZED UNTIL YOW RECEIVE NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED
BY THE WETLANDS RESTORATION PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISION OF WATER QUALITY
P.O. BOX 29535
RALEIGH, NC 27626-0535
[phone] ext. 358
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR P.O. BOX 25201. RALEIGH, N.C. 27611-5201 SECRETARY
August 7, 1997
U. S. Army Corps of Engineers RECEIVED
Regulatory Field Office AUG 0 8 1997
P. O. Box 1890
Wilmington, North Carolina 28402-1890 EMIIRONMENTALSCIENCES
^ IJ
ATTN.: Mr. Cliff Winefordner
Chief, South Section
Dear Sir:
Subject: Buncombe County, NC 151 from just North of SR 3454 (Lower Glady
Fork Road) to just South of US 19-23-74, State Project No. 6.841027,
T.I.P. R-2116B.
The North Carolina Department of Transp6rtation (NCDOT) proposes to improve
NC 151 from south of SR 1117 (Fowler Mountain Road) to 0.2 miles south of the
US 19-23-74 intersection. A permit application was submitted to the Corps of Engineers
under Section 404 of the Clean Water Act (CWAj'and to the North Carolina Division of
Water Quality (NCDWQ) under Section 401 of the CWA. Comments have been received
from the North Carolina Wildlife Resources Commission (NCWRC), the NCDWQ; and
theUnited States Fish and Wildlife Service (Service). This letter provides responses to
the comments and provides the additional information requested by the agencies.
Miti agLtion: The permit application stated that the NCDOT would offer two acres of
creation at the Mud-Creek Mitigation Site to compensate for the 1.2 acres of project
wetland impacts (a ratio of approximately 2:1 creation). In a letter dated June 27, 1997
the NCDWQ stated morelitigation would be required to comply with the regulations
[see 15A NCAC 2H.0506'?7)]. The NCDOT will comply with this request by providing
one acre of creation plus 19.4 acres of enhancement from the Mud Creek Mitigation Site
to act as mitigation for pertnanent impacts on 1.2 aores of ,wetlands.
Stream Restoration: The NCDWQ, the Service, and the NCWRC requested that stream
reaches be restored at the same grade and sinuosity as the existing channel. Specifically
the NCWRC requested that the new channels be designed to resemble the old channel in
?•4W
2
width, depth, and gradient and that natural substrate, not rip-rap, be used in the channel
floor. The NCDOT will comply with this request. We have revised the project plans to
reflect the following:
1. Site 7 between Station 49+40.50+/- to 49+80.50+/-) on east side of road: Sheet
1 presents the revised stream channel design. The channel is at the same grade
and sinuosity as the existing channel. Stream-side vegetation consisting of native
trees and shrubs will be planted to provide shading. The new channel will have
the least amount of rip-rap as possible and rip-rap has been removed from the
channel floor.
.2. Site 7 (continued), between Station 49+80.50+/- and 50+40+/-(Rt) on west side
of road: Sheet 2 presents the revised stream channel design. This segment of the
stream is at a 6% grade and meanders have been added to provide a stable
functional stream. The new channel will have the least amount of rip-rap possible,
and rip-rap has been removed from the channel floor. Stream-side vegetation
consisting of native trees and shrubs will be planted to provide shading.
3. Wetland Site 8`Station 50+40 to 51+38-L- (Rt): The use of rip-rap was
minimized. The meander design was altered to incorporate the use of root wads
and other natural materials for stream banks. Sheet 2 depicting the relocated
channel and Sheet 3 depicting Root-Wad Detail are attached. The restored stream
channel is at the same grade and sinuosity as the existing channel. The revised
design has included a series of riffles and pools as depicted on Sheet 4. The
existing channel is littered with garbage and roadside debris (shoes, volley balls,
etc.). The restored channel will be clean and the channel bottom composed of
natural material. Stream-side vegetation consisting of native trees and shrubs will
be planted to provide shading.
4. Site 11 (260 foot stream relocation from Station 64+87 to 67+12-L-REV): The
NCDWQ requested that we provide details for mitigation on the 131 foot length
of stream near SR 1122 (Old Pisgah Highway). The permit application stated that
this reach would be evaluated for enhancement. During the on-site evaluation on
May 8, 1997 by the USCOE and the NCDWQ it was decided that the stream did
not need enhancement. The banks of the stream were stable, substrate typical of
healthy streams and well shaded with vegetation.
Moratorium: The NCWRC requested and the NCDOT will comply with an in-stream
construction moratorium during the trout spawning period of January 1 to April 15 in
order to protect the egg and fry stages from sedimentation.
Wetland Delineation: Site 12. During the field visit on May 8, 1997 the Corps of
Engineers noted that the wetland delineation for Site 12 needed to be extended. The
proposed extension wis sketched onto the plan sheets. A more detailed inspection of the
plan drawings revealed that the wetlands noted by the Corps of Engineers in the field
3
were already depicted on the project plans. No permit drawings were submitted for
Site 12 since the total impact was 0.0987 acres. The wetland acreage presented on the
Summary Report includes the area that the Corps of Engineers noted. Project plan
drawings were used during the May 8, 1997 on-site field review and we agree that the
boundaries of the wetland are difficult to see on these drawings. For your convenience,
that part of plan sheet 9 (labeled Sheet 5) that includes Wetland Site 12 is attached with
the wetland boundary depicted in red.
Stream Mitigation: According to Steve Lund of the USCOE, stream mitigation required
under Section 404 has been satisfactorily addressed by the design presented in the permit
application. We are aware that additional lengths of stream mitigation will be required by
the NCDWQ and propose to comply with these requirements by payment of a fee into the
North Carolina Wetland Restoration Fund (NCWRF). Based on information in the
June 27, 1997 letter from the NCDWQ, 260 feet of stream need to be mitigated.
Therefore, at a rate of $125.00 per linear foot, we agree to pay a fee of $32,500.00.
If you have any questions or need additional information please call Ms. Alice N. Gordon
at [phone] Ext. 307.
Sincerely,
H. Franklin Vick, P.E., Manager
Planning and Environmental Branch
HFV/plr
Vic;: w/attachment
Mr. Robert Johnson, Corps of Engineers, Asheville Field Office
Mr. John Hefner, USFWS, Raleigh
Mr. N. L. Graf, P.E., FHWA
Mr. John Dorney, NCDEHNR, Division of Water Quality
Mr. Kelly Barger, P.E. Program Development Branch
Mr. Don Morton, P.E., Highway Design Branch
Mr. A. L. Hankins, E.E., Hydraulics Unit
Mr. William J. Rogers, P.E., Structure Design Unit
Mr. Tom Shearin, P.E., Roadway Design Unit
Mr. W. D. Smart, P.E., Division-13 Engineer
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STATE OF NORTH CAROLINA
DEPARTMENT OF TPANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JP-
GOVERNOR P.O. BOX 25201. RALEIGH. N.C. 27611-5201 SECRETARY
May 9, 1997
U. S. Army Corps of Engineers
Regulatory Field Office
P. O. Box 1890 0*
Wilmington, North Carolina 28402-1890??? k
ATTN.: Mr. Cliff Winefordner
Chief, South Section
Dear Sir.
Subject: Buncombe County, NC 151 from just North of SR 3454 (Lower Glady
Fork Road) t6; just South of US 19-23-74, State Project No. 6.841027,
T.I.P: R-211013.
The North;Carolina Department of Transportation (NCDOT) proposes to improve
NC 151 from south of SR l 17 (Fowler Mountain Road) to 0.2 miles south of the
US:I 9-23274 intersection. The project will widen the existing pavement to a 32 foot
pavement, ricluding two 12-foot lanes and four foot paved shoulder. Usable shoulders
will be eight feet wide including the four foot paved shoulders. In addition, portions of
the road'vill be relocated :o.'improve design speed and safety. The proposed project is
3,693 kilometers (2.295 m0s) in length.
-.NEPA DOCUMENT STATUS
An Environmental Assess nt was. approved by the NCDOT and approved on December
29"199.33. The EA expls'the purpose and need for the project; provides a description of
the project and the alternatives considered; and characterizes the social, economic, and
environmental effects of the project. After the EA was approved and circulated, a
combined location and Design Public Hearing was held on June 10, 1991 On December
22, 199t he FONSI was approved for R-2116. Copies of the EA and FONSI have been
provided to regulatory review agencies involved in the approval process. Additional
copies will be provided upon request.

0
1 2
R-2116B is in compliance with 23 CFR Part 771 111(f) which lists the FHWA
characteristics of independent utility of a project:
(1) The project connects logical termini and is of sufficient length to address
environmental matters on a broad scope;
(2) The project is usable and a reasonable expenditure even if no additional
transportation improvements are made in the area;
(3) The project does not restrict consideration of alternatives for other
reasonably foreseeable transportation improvements (i.e. R-2116A).
JURISDICTIONAL STATUS
0/?
There are ten jurisdictional sites on R-2116 B. They are numbered 7 through 16 in the
permit application. Please note that sites 1-6 are part of R-2116A which is not the subject
of this application. Table I lists each site, the type of permit applicable, the impact, and
the proposed mitigation. The principle stream in the valley is South Hominy Creek. The
project crosses the creek once with a 3-span bridge at station 75 + 76 (Jurisdictional
Site 15). All other crossings are of unnamed tributaries to South Hominy Creek.
Jurisdictional Sites 7, 9,10, 12, 13, 14, 15, and 16 are all road crossings impacting less
than one-third acre and qualify for NW 14 status. Site 8, a channel change, qualifies for a
NW 26 permit since it is located above headwaters and all work in jurisdictional Waters
of the United States will be complete before December 13, 1998. The work at Site 11
will have 0.77 acres of permanent jurisdictional wetland impacts, 0.03 acres of permanent
surface waters impacts, and 0.20 acres of temporary impacts. The Corps of Engineers has
informed the NCDOT that the site will qualify for authorization by General Permit 31.
T bl 1 J ' ' t' al Sites Im acts and Mitigation
i
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a e urts d is ion p
i
SITE PERMIT IMPACT (acres) Y MITIGATION*
Wetland Waters Temp Total ?(` = 1
7 NW 14 ? 0 0.01 0 0.01 See Mitigation Section
s-& - NW 26 6? 0 0.05 0 0.05 On-site channel rest. 3O
9 NW 14 0:27 0.05 0.09 0.41 See Mitigation Section
10 NW 14 0.01 0 0 0.01
11 GP 31 0:77 0.03 0.20. 1.00 Mud Creek. (A 5o ht-ed
12 NW14 0.10 0.01 0 0.11
13 NW 14 0.05 0 0 0.05
14 NW 13 0 0.01 0 0.01 Bank Stabilization
15 NW 14 0 0.01 0 0.01 3-span bridge 5j,
16 NW 14 0 0.03 Ut - 0 0.03
Total 1.20 0.20 a j- 0.29 1.69
n
Avoidance, minimization, ana compensation
?(-P_ kX ?('5 "3. ? ac- (?ft'o
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1
RESOURCE STATUS
Wetland delineations: wetland delineations were conducted using the criteria specified in
the 1987 Corps of Engineers Wetland Delineation Manual on June 21 - 22, 1995. The
delineations were verified in the field on July 6, 1995 by Mr. David Baker of the DOA
Asheville Regulatory Field Office. The attached permit application package consists of
drawings depicting permanent and temporary wetland impacts. The temporary impacts
will result from mechanized clearing and grubbing actions and emplacement of erosion
control structures.
Based on data collected in the 1995 delineation, approximately 0.97 acres of wet meadow
(Schafale and Weakley, 1990) wetlands will be filled. The 1995 delineation revealed a
community dominated by wetland herbaceous vegetation comprised of soft needle rush
(Juncos effitsus), path rush (J. tenuis), Car-ex comosa, red maple (Acer r~ttbrurn) and tag
alder (Alnus serrulata). Table 2 compares the wetland impacts using both Cowardin and
Schafale and Weakley wetland nomenclatures.
TABLE 2
Endangered Species: NCDOT biologists conducted surveys for the eight federally
protected species listed in 1994 for Buncombe County: Appalachian elktoe (Alasmidonta
raveneliana), eastern cougar (Fells concolor cougar), Carolina northern flying squirrel
(Glaucon ys sabrinus coloratus), spreading avens (Geum radiatum), rock gnome lichen
(Gymnoderma lineare), bunched arrowhead (Sagittaria fasculata), mountain sweet
pitcher-plant (Sarracenia rubra var. Jonesii), and Virginia spirea (Spirea virginiana). In
the FONSI'it was stated by the USFWS (Service) that the Carolina northern flying
squirrel is not known to occur in the project area. On March 11, 1993 the Service stated
they believe that the only federally listed species likely to be within the project area is
Virginia spirea. The FONSI documented that the plant by plant survey performed
revealed no individual plants. On March 10, 1995 the Service issued a letter concurring
with the "no effect" determination for the Virginia spirea and stated that the obligations
under Section 7 of the Endangered Species Act of 1973 have been satisfied, but that if
additional species are added to the list the subject must be revisited.
The August 23, 1996 species list had three additional species for'Buncombe County, the
spottin chub (fhybosis monacha), the Peregrine falcon (Falco peregr•intis), and the gray
bat (alrotis gr-isecens). NCDOT evaluation of these species resulted in a Biological
SITE STATION WETLAND TYPE DEM
RATING
Cowardin S & W
9 52+36 to 53+43-L- PEM wet meadow 24
10 58+96 to 59+10-L- PEM wet meadow 28
11 64+87 to 67+12-L- PEM wet meadow 39
12 10+58 to 10+97 PEM wet meadow 33
13 67+24 to 67+58-L- PEM wet meadow 24
4
Conclusion of No Effect for all three species. A copy of the evaluation is included in this
permit application package.
MITIGATION OPTIONS
The Corps of Engineers had adopted, through the Council on Environmental Quality
(CEQ), a wetland mitigation policy that embraces the concept of "no net loss of
wetlands" and sequencing. The purpose of this policy is to restore and maintain the
chemical, biological, and physical integrity of the Waters of the United States.
Mitigation of wetland and surface water impacts has been defined by the CEQ to include:
avoiding impacts, minimizing impacts, rectifying impacts, reducing impacts over time
and compensating for impacts (40 CFR 1508.20). Executive Order 11990 (Protection of
Wetlands) and Department of Transportation Order 5660.1 A (Preservation of the Nations
Wetlands), emphasize protection of the functions and values provided by wetlands.
These directives require that new construction in wetlands be avoided as much as
possible, and that all practicable measures were takep to minimize or mitigate impacts to
wetlands.
The NCDOT is committed to incorporating all reasonable and practicable design features
to avoid and minimize wetland impacts, and to provide full compensatory mitigation of
all remaining wetland impacts. Avoidance measures were taken during the planning and
SEA/FONSI phases; minimization measures were incorporated as part of the project
design.
AVOIDANCE: During the EA/FONSI process the review agencies requested that we
evaluate avoiding the wetland at Site 11. The NCDOT studied shifting the recommended
alignment to avoid the site. The result was that avoidance was not considered practicable
due to the probable relocation of at. least five families. All wetland areas not affected by
the project will be protected from unnecessary encroachment. No staging of construction
equipment, or storage of construction supplies will be allowed in wetlands or near surface
waters.
MINIMIZATION: Minimization:"includes the examination of appropriate and practicable
steps to reduce the adverse impacts. Minimization techniques were implemented as
follows:
Slopes: In wetlands the side-slopes have been steepened to a 2:1 slope which is
the maximum allowed by federal highway design standards
Best Management Practices: Strict enforcement of sedimentation and erosion
control Best Management Practices (BMP) for the protection of surface waters and
wetlands.
Ditching: It is the policy of the NCDOT to eliminate lateral ditching in wetlands
as much as possible, thus preserving the hydrology of adjacent wetlands.
d
Stream Reloc,3tions:
1. Site 7: At this site located from Station 49+56 to 49+77 -L-,64 feet of stream will
be relocated. The new channel will be 72 feet long with a substrate similar to the
existing stream. The stream banks will be enhanced by planting streamside
vegetation to provide shade. This stream is not depicted on the 7.5 minute Enka
USGS quadrangle with a blue line (Sheet 11 of 11).
The length of stream from Station 50+00 to 50+40 is approximately 130 feet long
`-? on a 6 percent gradient. Due to the steepness of the slope a rip-rapped channel is
required to prevent erosion. The stream banks will be enhanced by planting
streamside vegetation to provide shade. This length of stream is also not depicted
on the 7.5 minute Enka USGS quadrangle with a blue line (Sheet 11 of 11).
2. At Site 8 located from Station 50+40 to 51+38-L- (Sheet 4 of 11), 320 feetof
.? stream channel will be.relocated. The existing stream channel is a segment
3
previously relocated when NC 151 was constructed. The relocated channel will 3
be similar to the original channel in width, depth, gradient, and substrate. The _;?O?
design includes a meander, the stream bottom will be lined with a surface similar 75
to the existing stream, the stream banks will be planted with species that will
provide shade and other characteristics of self-sustaining riparian areas. The
Division of Water Quality (DWQ), "Streambank Stabilization and Planting
Guidelines for Stream Restoration and Relocation" (January 27, 1997) will be
used as a guide to the implementation of the relocation. Final design and
implementation will be coordinated with the North Carolina Wildlife Commission
(NCWRC).
?. Site 9: This site located from Station 52+36 to 53+43 on the main line also
includes the obliteration of a portion of the old NC 151. The activity will involve
the removal of 40 feet of culvert and restoration of the area to a stream channel.
In addition, approximately 98 feet of stream channel located between the main
line and the previously mentioned culvert will be relocated into a new channel.
The new channel will also be approximately 98 feet long with a substrate similar
to the existing stream. The stream banks will be enhanced by planting streamside
vegetation to provide shade.
At Station 53+00 to 53+20-R-, 0.054 ha. (0.13 acres) around the intake of the
culvert will be reforested with wetland species as specified on Sheet 10 of 11.
4. At Site 11 located from Station 64+87 to 67+12-L-REV (Sheet 5 of 11) 260 feet
a ?of stream channel will be relocated. The stream will be relocated into V
approximately 130 feet of riprapped channel that flow into a culvert. The original ;;, 130 ?
design called for 131 feet of a 1.5m base ditch with a riprapped bottom. The
design has been modified to minimize the impact of the-relocation. The new S- J? ???
6
channel will be 130 feet in length with a substrate as similar to the existing stream
as possible. The stream banks will be enhanced by planting streamside vegetation
to shade the stream.
In addition 0.106 ha. (0.26 acres) of streambank reforestation will be planted. The
area includes a length of the old road that will be obliterated plus an area located
near Site 14 and adjacent to a tributary of South Hominy Creek. At these two
sites most of the rip-rap will be buried and planted with wetland species as shown
on Sheet 10 of 11. length of stream approximately 131 feet long located
between SR 1122 (Old Pisgah Highway) and the point of diversion will be
evaluated for enhancement by planting streamside vegeta ion to shade the stream) -
5Y Ie1?? -
5. At Site 14 located from Station 67+70 and 67+80 2 feet of strearnbankwiil be'
stabilized with rip-rap:, The quantity of fill material will be less than one cubic
3 oZ yard per running foot placed along the bank below the plane of the ordinary high
water mark. The action at this site would qualify for a Nationwide Permit 13,
Bank Stabilization.
COMPENSATION: The primary emphasis of the mitigation is to reestablish a condition
similar to that which existed if the project were not built. As previously stated,
mitigatiprr is limited to reasonable expenditures and practicable considerations related to
highway operation. Mitigation.,is generally accomplished through a combination of
methods designed to replace wetland functions and values lost as a result of construction
of the project. These methods consist of creation of new wetlands from uplands, borrow
pits; and .other non-wetland areas; restoration of existing degraded wetlands; and
enhancement of existing wetlands.
All Compensatory Mitigation must be in compliance with 23 CFR Part 777.9,
"Mitigation of Impacts" that describes the actions to be followed to qualify for Federal-
aid highway funding. This process is known as the FHWA "Step Down" procedures:
1. Consideration must be given to mitigation within the right-of-way and
should include the enhancement of existing wetlands and the creation of
new wetlands in the highway median, borrow pit areas, interchange areas
and along the roadside.
Where mitigation within the right-of-way does not fully offset wetland
losses, compensatory mitigation may be conducted outside the right-of-
way including enhancement, creation, and preservation.
The NCDOT has purchased a tract known as the Mud Creek Mitigation Site in Henderson
County for use as a wetland mitigation site. Both the project and the mitigation site are
located within the French Broad River Basin. The Mud Creek Mitigation Site is located
on Mud Creek approximately four miles upstream from its confluence with the French
Broad River near the community of Mountain Home along SR 1528 (Brookside Camp
7
Road) in Kenderson County. The site's mitigation potential consists of 3.6 acres wetland
creation in the existing upland fields, 26.1 acres of enhancement of forested wetlands and
3.1 acres of wet meadow preservation in the utility right-of-way.
In the FONSI, the NCDOT committed to mitigating the impacts at Site 11 at a 1:1 ratio.
In addition the NCDOT is committed to mitigating in compliance with the Draft
Environmental Protection Agency (EPA ) Mitigation Guidelines, the Federal No-Net loss
of functional values policy, and the North Carolina Division of Water Quality (DWQ)
regulations. Therefore, we offer two acres of creation at the Mud Creek Mitigation Site to compensate for project wetland impacts. The resource agencies have inspected and
approved the site for mitigation. The Final Mitigation Plan for the Mud Creek
Mitigation Site is being completed and will be distributed to the resource agencies.
REGULATORY APPROVALS
Application is hereby made for Department of the Army 404 permits as required for the
above described activities. In addition, we are hereby requesting a 401 Water Quality
Certification from the Division of Water Quality. We are providing seven copies of this
application to the North Carolina Department of Environment, Health and Natural
Resources, Division of Water Quality, for their review.
This project will take place in a mountain trout county. Thus we anticipate that
comments from the North Carolina Wildlife Resources Commission (NCWRC) will be
required. By copy of this letter and attachment, NCDOT hereby requests NCWRC
review.
If you have any questions or need additional information please call Ms. Alice N. Gordon
at (919) 7337844 Ext. 307.
Si er ,
H. Franklin Vick, P.E., Manager
Planning and Environmental Branch
HFV/plr
cc: w/attachment
Mr. Robert Johnson, Corps of Engineers, Asheville Field Office
Mr. John Hefner, USFWS, Raleigh
Mr. N. L. Graf, P.E., FHWA
Mr. John Dorney, NCDEHNR, Division of Water Quality
Mr. Kelly Barger, P.E. Program Development Branch
Mr. Don Morton, P.E., Highway Design Branch
Mr. A. L. Hankins, P.E., Hydraulics Unit
Mr. William J. Rogers, P.E., Structure Design Unit
Mr. Tom Shearin, P.E., Roadway Design Unit
Mr. W. D. Smart, P.E., Division 13 Engineer

DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): NW 13, 14, 26
PRE -CONSTRUCT = ON NOT 2 F =CAT = ON Ap pL =CAT = ON
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: NC Dept. of Transportation; Planning & Environmental Branch
2. MAILING ADDRESS:
Post Office Box 25201
SUBDIVISION NAME:
Cl? SIA'iL. ic;h ZIP COD': 276 i
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
H. Franklin Vick, P.E. Manager
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Buncombe NEAREST TOWN OR CITY: Candler

1

SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC. ) : NC 151 from mist nnrth of SR g4r,4 (Lower Glady Fork Rd.)
to just south of US 19-23-74
6. IMPACTED OR NEAREST STREAM/RIVER: South Hominy Creek
RIVER BASIN: French Broad
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED.AS TROUT,
HIGH QUALITY WATERS (HQW), OUTSTANDING AjDING RESOURCE WATERS
(WS-I OR WS-II). YES'[ ] -
South Hominy Creek is trout stream but not a "designated" trout stream.
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [x]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST
OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY?. YES [ ] NO [x] IF YES, PROVIDE ACTION I.D. NUMBED OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401

8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY
FUTURE? YES [ ] NO [x] IF YES, DESCRIBE ANTICIPATED WORK:
TIDAL SALTWATER (SA),
(ORW), WATER SUPPLY
IN THE
2
r
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
1.5
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 1.11 EXCAVATION: 0.07
FLOODING: 0
DRAINAGE:
0
OTHER: 0.29 temporary (clearing)
TOTAL ACRES TO BE IMPACTED: 1.47
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE : See cover letter and sum W, repoOTE R•
- '
WIDTH BEFORE {eased on normal high water contours):

AVERAGE DEPTH BEFORE: FT AFTER:
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM:
FT
FT
FT
FT
(CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: x PLACEMENT OF PIPE IN CHANNEL: x
CHANNEL.EXCAVATION:
OTHER:
CONSTRUCTION OF A DAM/FLOODING:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? NA
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS ONLY):
See cover letter and attached drawings
3

13. PURPOSE OF PROPOSED WORK: Public transportation
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT
IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
See cover letter

15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS)
AND/OR NATIONAL- MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET)
REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING
ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT
MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: See EA and FONSI
(ATTACH RESPONSES FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY,ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED : See EA and FONSI
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES J1 NO [] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ZNVIRONMENTAL
POLICY ACT?
YES tj NO [J
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES NO [ J
4
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA
27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO
WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 291
AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE
SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH
EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PR-bJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?,
Rural and scattered residential
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? NA
S. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL
MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS
CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM.
s
W SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))

s 99
DATE

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Sole of Kilometers
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t o ' T s A MARS N0ATI4 CAROLINA- DEPARTMENT OF TRANSPORTATION '
t t 2 Kn. DIVISION OF HIGHWAYS
OUNCOMOE COUNTY ,
6,041027 R-2116 A S 8
PROPOSED GRADING, PAVING, DRAINAGE, CULVERTS
,,.? .. •••y:• -„- -••-;• ---••-- ,AND STRUCTURES ON N.C. 151 FROM JUST SOUTH
01? SR 1110, WARREN CREEK ROAD TO JUST SOUTH
•.. 1 {i ; YI A OF 11.5. 19-27-74.
V. 1.
SCALE AS SHOWN
1 - It
BEGIN STATE PROJECT 6.841027 R-21166
POT 48+79.673 -L-
N 202.176.666{ E 17],726.9]95
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END STATE PROJECT 6.841027 (R-2116B)
POC 85+71.306 -L-REV. L. B.
_
PRC 85+65.705 -L- L.A.
H 204.782.6159 E 275,576.6106 - •- - '
SCALE
SITE MAP
zoo loo 0 100 zC0
LAT. 1.5m BASE. DITCH; S(Ayr
W/CL. -"I" RIP RAP--
+60 . • ' - & FILTER FABRIC - I'
? oYES ?,> >^ ?I 33.0' zom 0 ,o zor-! 0? ''• I
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E? . r °h REMOVE
CIA 1000 CM 600 CM
$ = u )? J) 600,
-- ---------
E
i , 2.792-4-tt
2.702 REMOVE R MOVE
- --- ---- ---- .------- o ----- ---
S [, ,'1T2 a a C 00 I•
VARIES ?• . .
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i=A -L- 50+40 51+38 LT.
f tiKtNUtLL, U. cxISTINC RXW - --?`• ?I
\ SPECIAL FALSE SUMP - =
32 G - - - - - EL. = 648:0 F P159 00.3"E
BERYL J. STD. ENDWALL 34 ' P 3
BRENDELL, F. D. C D
DID. 605 PG. 239
-PROP. GUARDRAIL -=- --_ F F 12.C
TYP T
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3.6 cR ? ? PROP.
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DENOTES FILL IN i.,)c-LAIJDS
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DEMDTES FILL IN 5?JRt HCE WATERS
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<. Z -DEmm-E5-FILL IN WETLAwD5
-' " i ID 7-0
• • DF_N01E5 FILL 1 N SURFACE WATER SGT! E
4, or
u C__In-: _ ,y F 1

SITE 10. STATION STRUCTURE FILL FILL II EICAVATIOI UIDERCUT
Id SURFACE II II
1 YETLAIDS WATER YETLAIDS YETLAIDS
(ha./cu.a.? (ha.( (ha.) (ha./cu.n.)
1. 10+86 -L- 906 RCP 0.0/0.0 <0.01 0.0
(Lt)
2. 12+16-12+60-L- 600 RCP 0.0/0.0 0.01 .0 .0
(Lt+Rt) 900 RCP
3. 14+38-15+41-L-REV CHANNEL CHANGE, 0.0/0.0 0.08 0.0
(Rt) SOUTH HOHINY
CREEK
4. 21+48-L-REV 2 @ 3,0 12.1 0.010,0 0.01 0.0
( R t ) RCBC
5. 29+67-L-REV 3 0 2.1 11.8 0.0/0.0 0,01 0.0
(Rt+Lt) RCBC
6, 47+19-48+40-L- 1200 RCP 0,0/0.0 0,02 0.0
(Rt)
7, 49+56-49+77-L- 1450 1970 0.010.0 <0.01 0.0
(Rt( CSPA
8. Sfl+40;51+38-L- CHANNEL 0.0/0.0 0,02 0.0
(Lt) CHANGE
9. 52+36-53+43-L- 2 @ 2.4 12.4 '0.09/2092 0.01 0.02
(Lt+Rt) RCBC
10. 58+96-59+10-L- 600 CS? 0.010.0 0.0 <0.61
(Lt)
11. 64+81-67+12 -L-REV 1650 RCP 0.31/6914 6.01 0.0
(Lt+Rt) 1050 RCP
1800 RCP
12, 10+58-10+97-Y20A- 900 RCP 0.03/130 <0.01 0.01
(Lt+Rt)
NORTH CAROIIMA•OCPARTMENT OF'TRANSPORTATION
OSVISION OF HIGHWAYS
OUNCOMOC• COUNTY
6.04102.7 . R-2116 A'I Q
PROPOSED GRADING, PAVING. DRAINAGE, CULVERTS
ANO STRUCT URCS ON N.C. 151 PROM JUST SOUTH
OF SR 1110, WARREN CREEK ROAD TO JUST SOUTH
Of U.S. 19-20-74. ,.
SCALE AS SHOWN .
SHCCT J /- OF 'HOVLnaER 1995
d ..

SITS 10. STATIQI STRUCTURE FILL` FILL IN EXCAVATIOI 9I08RCUT
II t SURFACE II II
YETLAIDS WATER WETLANDS WETLANDS
(ha./cu.a.) (ha.) (ha.) (ha./cu.a.)
13. 67+24-67+58-L-REV 456 CHP 0.021255 0.0 <0.01
(Lt)
14, 67+72-670 7-L-RSV CHANNEL 0.010.0 <0.01 0,0
(Rt) CHANGE
15. 75+76-L-REV 3 SPAN. 0.0/0.0 <0.01 0.0
(Lt+Rt) BRIDGE
16. 80+64-L-REV 1 0 2.1 X 1.8 0.010.0 0.01 0.0

---- (Lt+Rt)
-------------------- RCBC
----------------
----------------------
TOTALS 0.45/9391 0.18 0.03
IOTE: SITE NO. 3 AND SITE NO. 15 ARE BELOW HEADWATERS,
ALL OTHER SITES ARE ABOVE HEADWATERS,
SUMMARY
TOTAL FILL IN WSTLAIDS - 0.45 ha. 1 9,391.00 cu-1.
TOTAL FILL II SURFACE WATER = 0.18 ha.
TOTAL EXCAVATION II WETLANDS 0.03 ha.
TOTAL UNDERCUT IN WETLANDS

NORTH CAROLINA DCPARTMCNT OF'TIIANSPORTATIGN
f OIVISION.Of HXGHWAYS
I
OVNCOMGC COUNTY .I
G.041021 '. R- 116 A L 0
PROPOiCO GRADING, PAVING, ORAINAGC. CULVCRTS ,
AND STRUCTURCS ON N.C. 151 FROM JUST SOUTH
GF SR'1110, WARREN CROCK ROAD TO JUST SOUTH .
OF U.S. 19-;3-14.
SLALC AS SHOWN
' SHCCT i/• OF ,1I NOVCADCR 1995
i
-"qq?
IF. I k 0
"dR-2116B
v ?0`of /?T
TYPE 1 STI2GV.NIB:LNK RL•:I-OREST\TION SH:kI,L BE PL.VNTL'D 0.9m TO 1.52m ON CENTER, 1UN'D0 JI
SP.?CING, .1 l-',l -AGING 1.22m ON CENTE11, M'PROXIM1TELY 6726 PUNTS PER HECT.IRE.
? TWE" 2 STRFW1IBANK REFORESMMON SHALL BE PL•L\ TED 1.8m TO 3.Om ON CENTER, R:ItINDOM
SP:\CING, :1VL•BUGING 2.41n ON CENTER, U'PRO\lNL-kTELY 1680 PUNTS PER HECTARE.
? NOTE: 1lTE I AND TYPI's 2 STRFIAMBANK REFORE•ST:ITION SIULL BE
P.VD FOR :kS "STREA.`IMINK REFORESTATION"
x
STREAIPYIBA1NT? REFORESTATION TYPICAL
T1TE II ,
TYPE I
MM
gnu "STRELNIBXNK REFORESTATION

.NIL%rURE,111'E, SI'ZE.A-ND FLMNISH SIL1LL CONFOK.N[ TO THE FOLLON\I.NG:
TYPE 1 '
50016 SALIX N'IGRA BLkCK NNILLOW 300mm - 460mm BR
50% CORNUS SILKY DOGWOOD 300mm - 460mm BR
TYI' E 2
250% LIQL'ID:UIIB,IR STYRACIFLUA S«TETGUM 300mm - 460mm BR
25% PL-MVNUS OCGIDENT.\.LIS SYCAMORE 300mm - 460mm BR
2501o PRUNUS SEROTINA BLACK CHERRY 300mm - 460mm BR
25% BETULk NIGIU RIVER BIRCH 300mm - 460mm BR
? SEE PLAN SHEETS FOR MU-NS TO BE PLkNTED
STRF.-EVNIB.A.NIi REFORESTATION
DETAIL., SHEET
N.C.D,O.T.• RO.,.DStDI: ENCIRONNI:NTnL UNIT
• .
"BLUELINE" SUMMARY REPORT
This report is submitted in compliance with the North Carolina Department of
Environment, Health, and Natural Resources; Division of Water Quality (DWQ)
Administrative Code Section 15A NCAC 2H.0506(c)(2) which states
" [the applicant] will minimize adverse impacts to the wetland based on consideration of
existing topography, vegetation, fish and wildlife resources, and hydrological conditions
under the criteria outlined in Paragraph (g) of this Rule; or impacts less than one acre of
wetland within 1 50 feet(including less than 113 acre of wetland within 50 feet), of the
mean high water or normal water level of any perennial or intermittent water body as
shown by the most recently published version of the United States Geological Survey
1:24,000 (7.5 minute) scale topographical map or other site specific data ".
Following is a list of the intermittent and perennial water bodies impacted by the project
and depicted on the 7.5 minute Enka USGS quadrangle with a blue line..
DESCRIPTION
1. Tributary to Hominy Creek
Station 88+64-L-Rev Lt & Rt
Permit Application Site 16
NCDEHNR Index No.
6-76 Confluence with Hominy
Creek at River Mile 11.2
2. South Hominy Creek (SHC)
Station 75+76
3-Span Bridge
Permit Application Site 15
3. Unnamed tributary to SHC
Station 64+87 to 67+12-L-Rev Lt & Rt
Permit Application Site 11
4. Unnamed tributary to SHC
Station 50+40 to 51+38-L- (Rt)
Permit Application Site 8,
6-76-5 At River Mile 0.2
6-76-5 Confluence with SHC at
River Mile 1.05
6-76-5 Confluence with SHC at
River Milc 2.65
NCDOT
Buncombe County
R-2116B
Sheet 11 of 11 April 1997
i

a
State of North Carolina W4?
Department of Environment,
Health and Natural Resources
Division of Water Quality
Ja mes D. Hunt, Jr., G ove mor r??¦?
Jonathan R Howesy Secretary C)C
A. Preston Howard, Jr., P.E., Director C
Division of Water Quality
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, N.C. 27607
FAX:[phone],
FAX TO: pov
FAX NUMBER: 70-
FROM:
i
c? `f
DATE: o j r PAGES INCLUDING THIS SHEET:
COMMENTS: -T rS N, SP (?...G?1 ?{ ?1/D? -r?Glr?
4 •
. , G yon 06-T Y{r 4r '
r
t
NCDOT/P&E BRANCH
Fax : [phone] Aug 6 '97 14:51 P.01
State of Nol'tii. Carolina
Department of Transportation
Division of Highways
P. 0. Box 25201, Raleigh, N. C- 27611-5201
Planning and Environlnental Branch
Fax Cover Sheet
Date: 8/6/97
Number You Are Calling: 733-9959
Please deliver t4efellowing page(s) to:
Nuwe: _Cyndi'$ell
Department and/or Firm_ _ CDWQ
Address or Room Number: This Teleeopy is being sent by:
Name: Alice Gordon '
r Phone Number: ?f?21.1:.Z#4xt_307
Remarkv- R-2116B. llerc is our conam.ittinent agreeing to mitigate using the ratios :
suggested in the DWQ letter. We received the Corps of Engineers 404 permit today: This
letter does not mentioli the permit due to more-or-less crossing in. the mail. Thanks for all
yolirielp.
A a
IN YOU DO NOT RECEIVE ALL PAGES CLEARLY, PLEASE CALL THE. FAX
?. OPERATOR AT (919),73.3-3141 AS SOON AS POSSIBLL :? ,
PLA14NTNO AND ENVIRONMENTAL BRANCH PAX NUMBER [phone]
fi a +
h
N
urr
STARE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAmEs,B. HONT JP, DIVISION OF HIGHWAYS N W SECT. GA
oowmok R0. BOX 2NU1, lwarxo -1, rv.C. 27611-3201 ARY
August 7, 1997
U: S. Army Corps of Engineers
Rpgulatory :Field Office
P: O. Box 18,90
Wilmington, North Cprolina 28402-1890
ATTN.: Mr. Cliff Winefordner
Chief, South Section
Dear Sir:
Subject: Buncolnbe County, NC 151 from just North of SR 3454 (Lower GIady-
Fork Road) to just South of US 19-23-74, State Project No. 6.841027,
T.Z.P. R-211613.
The North Caroluta Department of J'runspoliat:ion (NCDOT) proposes to improve
NC 151 from south of SR 1117 (Fowler Mountain Road) to 0.2 miles .south of the
US 19-123-74 intersection. ,A permit application was submitted to the Corps of Engineers
tinder gection 404 of the Clean Water Act (CWA) and to the North Carol' Division of
Water Quality (NCDWQ) under Sectiom 441 of the CWA. Comments have been received
from the North Carolina Wildlife Resources Commission (NCWRC), the NCDWQ, and
the United States Fish and Wildlife Service (Service). This letter provides responses to
the corhments and provides the additional information requested by the agencies.
i[iti atipn: The permit application stated that the NCDOT would offer two acres of
creation at the Mud Creek Mitigation Site to compensate for the 1.2 acres of project
wetland impacts (a ratio of approximately 2:1 creation). In a letter dated June 27, 1997
the NcDW Q stated more mitigation would be required to coanply with the regulations
[see 15A NC,A.C 2H.0506 (7)]. The NCDOT will comply with this request by providing
one acre of creation plus 10.4 acres of enhallcoment from the. Mud Creek Mitigation Site
to act as mitigation for permanent impacts on 1.2 acres of wetlands.
Stream Re toration: The NCDWQ, the Service, and the NCWRC requested that stream
reaches be restored at the same grade and sinuosity as the existing channel. Specifically
the NCWRC requested that the new channels be designed to resemble the old channel in
Mo,-*.
GO 'd TS: VT 6, 9 6% b6Z6-i2Z-6T6: xPJ HONU89 Md/1093N
2
width, depth, and gradient and that natural substrate, not rip-rap, be -used in the channel
floor. The NCDaf will comply with this request. We have revised the project plans to
reflect the following:
1. Site 7 between Station 49+40.5{l-4-/-..to 49+80.50+/-) on oast, side of road: Sheet
1 presents the revised stream channel design. The channel is at the same grade
and sinuosity as the existing charuae.l. 5trearn-side vegetation consisting of native
trees and shrubs will be planted to provide shading. The new channel will have
the least mount of rip-rap as possible and rip-rap has been removed from the
channel floor.
2. Site 7 (continued), between Station 49+80.50-1-/- and 50+40+/-(Rt) .on west side
of road; . Sheet 2 presents the revised strearn cliannel design. This segment of the
stream is'at a 6% grade and meanders have been added to provide a stable
functional streatxi. The new c%limuiel will Dave the least ainouut of rip-rap possible,
and rip-rap has been removed from the :channel floor. Stream-side vegetation
consisting of dative trees null yli.ruLS will be planted to provide shading.
:3. Wetland Site 8, Station 50-40 to 51 -38-L- (Rt): The use of rip-rap was .
minimized. The meander design was altered to incot'porate the use of root wads
and othor xlatural matorialsIbr strearn banks. Sheet 2 depicting the relocated
channel and Sheet 3 depicting. Root-Wad Detail are attached. The restored stream
chacincl is at the same grade and sinuosity. as the existing channel. The revised
design has included a series of riffles and pools as depicted on Sheet 4. The
existing channel is littered with garbage and roadside debris (shoes, volley balls,
etc.). The restored channel will be clean and the channel bottom composed of
natural material. Stream-side vegetation. consisting of native trees and shrubs will
be planted to provide shading.
4. Site 11 (260 foot stream relocation from Station 64+87 to 67+12-E-REV): The
NCDWQ requested that we provide details for mitigation on the 131 foot length
of stream near SR 1122 (Old Pisgah Highway). The permit application stated that
this reach would be evaluated for enhatwetnent. During the on-site evaluation on.
May 8, 1997 by the 1JSCOE and the NCDWQ it was decided that the stream did
not need enhancement. The banks of the stream were stable, substrate typical of
healthy streams and well shaded with vegetation.
lVloratbrium: The NC?VRC requested and the ;NCDOT will comply with all in-stream
construction moratorium during the trout spawning period of January 1 to April 15 in
order to protect the egg and fly stages from sedimentation.
yetlaild Delineatio : Site 12. During the field visit on May 8, 1997 the corps of
Engineers noted that the wetland delineation for Site 12 needed to be: extended. The
proposed extension was sketched onto the plan sheets. A more detailed inspection of the
plan drawings revealed that the wetlands noted by the Corps of Engineers in the field
O 'd ZS:VT Z6, 9 End V6Z6-221-616:xpd HONddff Md/lODN
3
were already depicted on the project plans. No hermit drawings were submitted for
Siie 12 since the total impact was 0.0987 acres. The wetland acreage presented on the
Summay Report includes the area that the Corgis of Engineers noted. Project plan
drawings were used during the May 8, 1997 on-site field review and we agree that the
boundaries of the wetland-are difficult to see oiithese, drawings. For your convenience,
that part of plan sheet 9 (labeled Sheet 5) that includes Wetland Site 12 is attached with.
the wetland boundary depicted in red.
Stream lvlitigation: According tb Steve Lund of the USCOE, stream mitigation required
under Section 404 has been satisfactorily addressed by the design presented in the permit
application. We are aware that additional lengths of stream mitigation will be required by
the NCD Q and propose to comply with these.=requirements by payment of a fee into the
North Carol r?a Wetland Restoration Fund (NCWRF). Rued-on information in the
trine 27!,1997 letter.frrom the NCDWQ, 260 feet of streammeed to; be mitigated.
Therefore, at a rate. of:S125.00 per linear foot, we agree to pay a fee of $32,500.00.
If you have any questions or need additional information please call Ms. Alice N. Gordon
at (919)'733-7844 Ext, 307.
Sincerely,
M l
H. Franklin Vick, P.l?., Manager
Planning and Environmental Branch
fHFV/ptr
cc: w/dUachment
Mr. Robert Johnson, Corps of Engineers, Asheville Field Office
Mr. John Hefner, USPWS, Raleigh
Mr. N. L.. Graf, P.E., FHWA.
Mr. John Dorney, NCDEHNR, Division of Water Quality
Mr. Kelly Barger, P.E. Program Development Brancb
Mr. Don Morton, P.E., Highway Design Branch
W. A' L. Hankins, P.E., Hydraulics"Unit
Mr. William J. Rogers, P.E., Structure Design Unit
Mr. Toni Shearin, P.E., Roadway Design Unit
Mr. W. D. Smart, P.E., Division 13 Engineer
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GAR.RETT JR.
GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECM7ARY
August 7, 1997
U. S. Army Corps of Engineers
Regulatory Field Office
P. O. Box 1890
Wilmington, North Carolina 28402-1890
ATTN.: Mr. Cliff Winefordner
id South Section
K
Dear Sir:
t
Subject: Buncojilbe County, NC 151 from just North of SR 3454 (Lower Glady
Fork Road) to just South of US 19-23-74, State Project No. 6.841027,
T.I.P.?R-2116B.
The North Carolina Dep>. artment of Transportation (NCDOT) proposes to improve
NC 151 from south of SIB 1117 (Fowler Mountain Road) to 0.2 miles south of the
:US 19-23-74` inters&tiorr. A permit application was submitted to the Corps of Engineers
iunder Section 404 of the Clean Water Act (CWA) and to the North Carolina Division of
Water Quality (NCDWQ) under Section 401 of the CWA. Comments have been received
from the North Carolina Wildlife Resources Commission (NCWRC), the NCDWQ, and
the United States Fish and Wildlife Service (Service). This letter provides responses to
the comments and provides the additional information requested by the agencies.
Mitigation: The permit application stated that the NCDOT would offer two acres of
creation at th6'Mud Creek Mitigation Site to compensate for the 1.2 acres of project
wetland impacts (a ratio of approximately 2:1 creation). In a letter dated June 27, 1997
the NCDWQ stated more mitigation would be required to comply with the regulations
[ee 15A NCAC 2H.0506 (7)]. The NCDOT will comply with this request by providing
ole acre of creation plus 10.4 acres of enhancement from the Mud Creek Mitigation Site
to act as mitigation for permanent impacts on 1.2 acres of wetlands.
Stream Restoration: The NCDWQ, the Service, and the NCWRC requested that stream
reaches be restored at the same grade and sinuosity as the existing channel. Specifically
the NCWRC requested that the new channels be designed to resemble the old channel in
ew
4' ?6
2
width, depth, and gradient and that natural substrate, not rip-rap, be used in the channel
floor. The NCDOT will comply with this request. We have revised the project plans to
reflect the following:
1. Site 7 between Station 49+40.50+/- to 49+80.50+/-) on east side of road: Sheet
1 presents the revised stream channel design. The channel is at the same grade
and sinuosity as the existing channel. Stream-side vegetation consisting of native
trees and shrubs will be planted to provide shading. The new channel will have
the least amount of rip-rap as possible and rip-rap has been removed from the
channel floor.
2. Site 7 (continued), between Station 49+80.50+/- and 50+40+/-(Rt) on west side
of road: Sheet 2 presents the revised stream channel design. This segment of the
stream is at a 6% grade and meanders have been added to provide a stable
functional stream. The new channel will have the least amount of rip-rap possible,
apd ri p-rap has been removed from the channel floor. Stream-side vegetation
consisting of native trees and shrubs will be planted to provide shading.
3. Wetland Site 8, Station 50+40 to 51+38-L- (Rt): The use of rip-rap was
minimized. The meander design was altered to incorporate the use of root wads
and other natural materials for stream banks. Sheet 2 depicting the relocated
channel and Sheet 3 depicting Root-Wad Detail are attached. The restored stream
channel is at the same grade and sinuosity as the existing channel. The revised
design has included a series of riffles and pools as depicted on Sheet 4. The
existing channel is littered with garbage and roadside debris (shoes, volley balls,
etc.). The restored channel will be clean and the channel bottom composed of
natural material. Stream-side vegetation consisting of native trees and shrubs will
be planted to provide shading.
4. Site 11 (260 foot stream relocation from Station 64+87 to 67+12-L-REV): The
NCDWQ requested that we provide details for mitigation on the 131 foot length
of stream near SR 1122 (Old Pisgah Highway). The permit application stated that
this reach would be evaluated for enhancement. During the on-site evaluation on
May 8, 1997 by the USCOE and the NCDWQ it was decided that the stream did
not need enhancement. The banks of the stream were stable, substrate typical of
healthy streams and well shaded with vegetation.
Moratorium: The NCWRC requested and the NCDOT will comply with an in-stream
construction moratorium during the trout spawning period of January 1 to April 15 in
order to protect the egg and fry stages from sedimentation.
Wetland Delineation: Site 12. During the field visit on May 8, 1997 the Corps of
Engineers noted that the wetland delineation for Site 12 needed to be extended. The
proposed extension was sketched onto the plan sheets. A more detailed inspection of the
plan drawings revealed that the wetlands noted by the Corps of Engineers in the field
3
were already depicted on the project plans. No permit drawings were submitted for
Site 12 since the total impact was 0.0987 acres. The wetland acreage presented on the
Summary Report includes the area that the Corps of Engineers noted. Project plan
drawings were used during the May 8, 1997 on-site field review and we agree that the
boundaries of the wetland are difficult to see on these drawings. For your convenience,
that part of plan sheet 9 (labeled Sheet 5) that includes Wetland Site 12 is attached with
the wetland boundary depicted in red.
Stream Mitigation: According to Steve Lund of the USCOE, stream mitigation required
under Section 404 has been satisfactorily addressed by the design presented in the permit
application. We are aware that additional lengths of stream mitigation will be required by
the NCDWQ and propose to comply with these requirements by payment of a fee into the
North Carolina Wetland Restoration Fund (NCWRF). Based on information in the
June 27, 1997 letter from the NCDWQ, 260 feet of stream need to be mitigated.
Therefore, at a rate of $125.00 per linear foot, we agree to pay a fee of $32,500.00.
If you have any questions or need additional information please call Ms. Alice N. Gordon
at [phone] Ext. 307.
Sincerely,
t C??
H. Franklin Vick, P.E., Manager
Planning and Environmental Branch
HFV/plr
cc: w/attachment
Mr. Robert Johnson, Corps of Engineers, Asheville Field Office
Mr. John Hefner, USFWS, Raleigh
Mr. N. L. Graf, P.E., FHWA
Mr. John Dorney, NCDEHNR, Division of Water Quality
Mr. Kelly Barger, P.E. Program Development Branch
Mr. Don Morton, P.E., Highway Design Branch
Mr. A. L. Hankins, P.E., Hydraulics Unit
Mr. William J. Rogers, P.E., Structure Design Unit
Mr. Tom Shearin, P.E., Roadway Design Unit
Mr. W. D. Smart, P.E., Division 13 Engineer
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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
Ja mes & Hunt, Jr., G ove mor
Jonathan B. Howesy Secretary
A. Preston Howard, Jr., P.E., Director
ED EHNF=?L
Division of Water Quality - / -?
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, N.C. 27607
FAX:[phone]
FA XTO: G? )( r?e (?1 ??
-41 7,
4 FAX NUMBER: .:U ?. ?? ??j(J7 0 / Cp Lf S
;FROM:
DATE. PAGES INCLUDING THIS. SHEET:
COMMENTS: r
o a ve S6F
Ycj
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,IV04e" 40 -o, le 1qe-vi
t' NCDDTJP&E BRANCH Fax:[phone] Jun 24 '97 10:37 P.03
In our March 10, 1995, letter, the Service expressed concern that the North Carolina Department
of Transportation (NCD©T) would "consider" replacement of unavoidable impacts to wetlands.
The Service is pleased that in your May 9, 1997, letter, the NCDOT has "offered" to create
2 acres of wetlands at their Mud Greek Mitigation Site in Henderson County to offset the
1.20 acres of wedaud impacts to the subject project, including the 0.97-acre impacts to a wet
meadow. The Service is interested in, and requests additional information about, the schedule of
wetland creation relative to the project constmetion schedule. Impacts to streams will be
mitigated on site by restoration with similar substrate. Although the length of stream frorn!
Station. 50+00 to 50+40 has a steep slope (6 percent), the Service believes the creation of step
pools would result in a more stable, functional stream reach than the proposed prapped. j
channel." Other stream reaches should be restored with, or relocated to, channels having
appropriate substrate, meander geometry, and. channel profiles using the Rosgen (1996) methods.
We look forward to receiving more complete design plans for this restoration and relocation
work.
Thank you for notifying us of this decision. If you have any questions, please contact
Mr. Mark A. Cantrell of our staff at 704/255-3939, Ext. 227. In any future correspondencq
concerning this project, please reference our Log Number 4-2-90-078.
SVcer,
State Supervisor
cc:
Mr. Bob Johnson, US. Axnty Corps of Engineers, Regulatory Field Office, 151 Patton Avenue,
Room 143, Asheville, NC 28801-5006

NCDOT/P&E BRANCH Fax : [phone] Jun 24 '97 10:36 P.02
1 '
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
June 18, 1997
Mr.I. Fa>aklin Vick, P.E., Manager
Planning and Environmental Branch
Division of)Iighways
North Carolina Department of Transportation
P.O. `Bo 25201
JWeigh, North Carolina 27611-5201
? 4010
jU% 2 31997
' Dear mt.. Vicik
Subject: NC 151 from SR 3454 to just south of US 19-23-74, Buncombe County, North
Cairolina, TIP No. R -2116B
A 'In your letter of May 9, 1997, to the U.S. Army Coxps. of Engineers, you cited an update to the
`.list of species considered in your December 23,4993, environmental assessment (FA) and the
lbocember 24,1994, fwding of no significant impact (FONSI) for the subject project. The
following comments are provided in accordance with the Fish and Wildlife Coordination Act, as
mended (16 U_S.C. 66I-667e), and Section 7 of the Endangered Species Act, as amended
6 U.S.C. 1531-1543) (Act).
The U.S. Fish and Wildlife Service (Service) provided comments on this project on Marc411,
1993, and concurred with your determination-of "no effect" on endangered species in a lct.tor
dated Iviwz 10, 1995. Based on the updated information, the Service extends this concurrence
, sis monacha),
)bap
to the three additional listed species for Buncombe County-spotfn chub (A
peregrine falcon (Falco peregrinus), and gray bat (Myotis grisecens). The Service does not have
any major objcetioxis to the proposed project and concurs that the project should have "no.effece'
on federally listed endangered or threatened species. In view of this we believe the requirements
of Section 7(c) of the Act are fulfilled. However, obligations under Section 7 of the Act must be
reconsidered if: (1) new information reveals impacts of this identified action that may affect
endangered or threatened species or critical habitat in a tr ader not previously considered;
(2) this action is subsequently modified in a manner not considered in this review; or (3) a new
species is listed or critical habitat is deterixjned that may be affected by the identified action.
r
NCDOT/P&E BRANCH Fax:[phone] Jun 24 '97 10:37 P.04
® North Carolina Wilcife resources Commission i®
512 N. Salisbury Street, Raleigh, North Carolina 27604.1188, 919:733-3391
Charles R Fullwood, Executive Director
June 9, 1997
Mr. Robert Johnson, Office Manager
T.J. S. Army Corps ofEn&=z
Regulatory Branch
151 Patton Avenue, Room 1433
Asheville, North Carolina 29801-5006
SUBJECT:. NCDw Natiowide 404 Permit Application
NC 151 impwvemenrs, TIP, No. R-211.68 - South Rominy Creek
Buacombe.Cpoaiy, North Carolina
,.Q
DWb&.,Johneo,
W. H: Franklin Vick, P.E., of the North Carolina Department of Trauspottation is requesting a letter of
eonowp're m from the North Carol lim- Vild M Resources Commission (NCWRC) to obtain a 404 permit from the
U.S. Army Corgis of Fng*ers_ . I have reviewed infonzlationt PmVidedby the applicant, and I am familiar with
habitat values of the project area These comments are provided in accordance with provisions of the Glean, Water
Act of 1977 (33 U.S.G. 466 et seq.) and the Fish and Wildlife Coordination Act (48 Stat 401, as amended; 16
U:S.C. 661-667d).
The applicant proposes to improve NC 151 from south of SR 1117 to 0.2 miles south of the US 19-23-74
intersection. The project will widen the existing 18-fifoot wide facility to a 32-foot wide facility, including t"o 12-
foot lames with 4-foot paved shoulders. In addition, portions of the highway will be on new alignment to improve
design speed and safely. The project is 2.3 miles in length. Direct project impacts to fish and vdldlife resources
involve several unnamed tributaries to South Hominy Creek and associated wetlands- Constxumon activities
include the installation of corrugated metal pipe, reinforced concrete pipe, reinforced concrete box'culverts, new
bridge construction, and several channel relocations.
South Hominy Creek provides good habitat for •troul but is not Designated Public Mountain Trout Water
because public access could not be obtained from area landowners. The NCWRC is concerned about potential
project impacts to trout and other aquatic resources in this drainage, however, we do not object to the issuanice of a
404 permit provided the following conditions be placed on the subject permit:
1. Adequate sedimentation and erosion control measures must be implemented and maintained on the
project site to avoid impacts to downstream aquatic resources. Stormwater should be directed ?o
buffer areas or retention basins and should: not be routed directly into streams. Structures shoulid be
inspected and nm intcined regularly, especially following rainfall events.
2. The culverts should be placed with the floor of the barrels approximately one foot below the level of
the stream bottom to allow natural stream bottom materials to become established in the culvert
Following installation. This may require increasing the size of the culvert to meet flow conveyance
requirements.
10 .1 NCDOTIP&E BRPNCH Fax :[phone] Jun 24 '97 1038 P.05
NC 131 project 2 June 9,1997
3. Baffles should be placed in reinforced concrete box culverts at 15 foot intervals to allow for the
collection of sediments in the culvert, reduce flow velocities, and to provide resting places for Bsh
moving through the structure.
4. If pocwNs. all instrown work should be conducted in a dry work area. Sand bags. coffer"MA
flexible pipe, or other diversion struaures•should be used to minimize excavation in flowing water.
5. Adequate precautions should be taken to prevent direct contact between wet concrete and stream
water. Uncured concrete-afl'ects water quality and is toxic to fish and other aquatic organisms!
Wastewater should be disposed of on upland sites. Water returned to st omm should be of sW icxcnt
quality to protect aquatic orgWisrtrs.
6. The new channels should be constructed in a dry work area and stabilized before water is divested
We ask that the new channel be designed-to resemble the old cl?atumel in width, depth, and gradient
and that natural substrate, not rip-rep. be used in the charnel floor. NCDOT should coordinate
stream relocation designs with NCWRC staff Native trees and shrubs should be planted along the
stream bank to provide cover for fish and wildlife and protect the hanks from erosion.
7. Temporary or permanent herbaceous vegetation should be planted on all bare soil withirt 15 days of
ground disturbing activities to provide long term erosioo cotrtrol.
8. All incenracn cnatrvction is prohibited during the trout spawning period of Ianuary 1 to April, 15 in
order to protect the egg and fry stages from sedimentation.
9. Construction staging areas should be located on upland sites, specifically not in or adjacent to wetland
areas. This will prevent contamination of streams or wetlands from fuels, lubricants, hydraulic f luids,
or outer toxic materials.
10. The wetland mitigation plats should be implemented and maintained This includes the onsito
mitigation regarding the stream relocations and the 2 acres of wetland creation at the Mud Creek
Mitigation Site in &ode= County.
Thank you for the opportunity to review and comment on this project. Fending availability of field sta
the NCWRC may inspect the work site daring or after construction. If there are any questions regarding these
comments, please contact me at [phone].
Sincerely,
Mark S. Davis
Western Mountain Region Coordinator
Habitat Conservation Program
cc: Mr. H. Flankun'Vick, P.E., NCDOT
Ms. Alice N. Gordon, NCDOT

N
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, STATE nATE ERa1ECT REDERENCE
ANC. R-2116B
r STATY. MD1.N0. P.APRW.N0. ? DFACRIPTION
r

EROSION AND SEDIMENT CONTROL MEASURES
Description ST m6o1
---
1630.03 remporur. Silt Ditch
1630.05 'FempDrary Diversion. _ -- --------- TV
1605.01 Temporary Silt Frnee _....__-.___....... - ? -
1622.01 Temporary Berms and Slope Drnivs - _. ___...
1630.01 Silt Basin Typo A,, _........._
1630.02
___ ____..
Silt Basin Typr B..........
.__...-
1633.01 Temporary Rock Silt Ch-1, Type°.A....._.
1653.02 Temporary Rock Silt Chrek Type-B.____- --
1634.01 Trmporar Rock Sediment Dom TTpe A .._ _
1634.02 TrnrpnrnrT Rock edimen2 Dam T pr B ..
1635.01 Rock Pipe I-,1•t Sedinn•nt Trap ' yp k _
1635.02 Rock Pipe inlet $rdi ent. I'rnp T}pe-B - -
1636.01 Rock Silt Srrrrn...-..-
1650.04 Stillh.et Basin
Rock Lcl t Sediment Trap:
A
OR
_ A)
102.01 Type ?...__
B. .. Olt- -B)
1632.02 Type B
C13
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1652.03 ypo C
t
TMS PROJECT CONTAINS
EROSION CONTROL PLANS
FOR CLEARING AND
GRUBBING PHASE OF
CONSTRUCTION.
TROUT WATER(S) EXIST
ON THIS PROJECT
'Trout WRtee Zone6) EEir
From S(R. 19. tltoS(i..J 1 I.Srb
Rel., To E. C.Specid Preririom
for Specie{ Conoidornfienr.
ROADWAY STANDARD DRAWINGS
The following roadway metric standards as appear in "ROADWAY STANDARD DRAWINGS" -
Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated July 18, 1995 and
the latest revision thereto are applicable to this project and by reference hereby are considered a part
of these plans:
1605.01 Temporary Silt Fence
1622.01 Temporary Berms and Slope Drains
1630.01 Silt Basin Type A
1630.02 Silt Basin Type li
1630.03 Tempornry Silt Ditch
1630.04 Stilling Basin
1630.05 Temporary Diversion
1632.01 Rock Inlet Sediment Trap Type A
1632.03 Rock Inlet Sediment Trap Type C
1633.01 Temporary Rock Sill Check Type A
1633.02 Temporary Rock Sill CheckType B
1634.02 Temporary Rock Sediment Dain Type B
1635.01 Rock Pipe Inlet Sediment Trap Type A
+1
STA`TrIE, 01[" N10R ,I'1H { `:1.fZOLI 1
DEPARTMENT I 011- TRANSPORTATION
PLAN FOR PROPOSED
HIGHWAY EROSIOIN CONTROL
13UNCOMBE COUNT
LOCATION: N.C. 151 FROM JUST NORTH OF SR 3454 (LOWER GLADY FORK ROAD)
TO JUST SOUTH OF U.S. 19-23-74
TYPE OF WORK: GRADING, DRAINAGE, PAVING, CULVERTS, STRUCTURE, SIGNING, SIGNAL,
LONGLIFE PAVEMENT MARKINGS & SNOWPLOWABLE PAVEMENT MARKERS
TO
C9NTgY OS
A
ra
• 9Sy?
Prepared in the Office of:
]ROADSIDE ENVIRONMENTAL UNIT
DEPARTNIENIT OF TRANSPORTATION
DIVISION OR HIGHWAYS
RALEIGH, N.C.
199-5 STANDARD SPECIFICATIONS

rvc, "t+65.705 -L- L.A.
. -. N 7EA]e2616e ::':.; 6.6e06
BEGIN STATE R/W PROJECT 6.841027
POT 48=49.500 -L-
NOTE:
PLACE TEMPORARY ROCK SEDUVIENT DAMS
TYPE- B AND -TEMPORARY ROCK SILT-
CHECKS TIDE-A AT DRAINAGE OUTLETS.
I PROJ. REFERENCE NO SHEET NO. TOTAL SHEETS
' R-21168 •2
STATE PROJECT NO. F.A., PROJ. NO.. DESCRIPTION
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CHECKS TYPE-A AT DRAINAGE OUTLETS. ! 5(0 -ac
No separate payment will be made to divert water at the culvert
site. All costs for temporary channel changes shall be included = ?? _ t^IF1 R?IO15
in the Lump Sum price bid for Cmvert Excavanon.
CTIONSEQUENCE - "_?'?-?i.ii'?. -?Clir•

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RUCT TEMPORARY CHANNEL CHANGE WITH LINER.
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RUCT IMPERVIOUS DIKES. Lri6.IbB
RUCT RCBC. (CONSTRUCT SILLS AND PLACE NATIVE I;?i(d LiJev- _-
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R•2116B EC• 6
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PROD. REFERENCE NO. SHEET NO. TOTAL . SHEETS
- R•2116B
STATE PROJECT NO. F. A. PROD. W- DESCRIPTION _
CLEARING AND GRUBBING
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STATE PROJECT NO. F.A. PROJ. NO. DESCRIPTION
CLEARING AND GRUBBLNG
EROSION CONTROL FOR
CONSTRUCTION - S
NOTE:
PLACE TEN-II'ORARY ROCK SEDMENf Dews
TYPE- B AND TEMPORARY ROCK SILT
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PROJ. REFERENCE N0. SHEET NO. TOTAL SHEETS
R-2116B
STATE PROJECT NO. F.A. PROJ. N0. DESCRIPTION
CLEARING AND GRUBBING
EROSION CONTROL FOR
44
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NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS
I, 2 , I ?5? TATE- B AND TEMPORARY ROCK SILT
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No separate payment will be made to diLert water at the culvert
site. Ali costs for temporary channel changes shall be included y
in the Lump Sum price bid for Culvert Excavation.
d00 tvy,r y. w/ II °- °°? c +80
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CONSTRUCTION SEQUENCE
1. CONSTRUCT STILLING BASIN (48 M3).
2, CONSTRUCT TEMPORARY CHANNEL CHANGE WITH LINER.
I 3, CONSTRUCT IMPERVIOUS DIKES.
4. CONSTRUCT RCBC. (CONSTRUCT SILLS AND PLACE NATIVE
STREAM BED MATERIAL ON CULVERT FLOOR).
S. COMPLETE ROADWAY.
PROJ. REFERENCE NO. SHEET NO. I AL SHEETS
R-2116131 EC-10 I-z
STATE PROJECT NO. F .A. PROJ. NO. DESCRIPTION
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION-12
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CHECKS TYPE-A AT DRAINAGE OUTLETS.
PROJ. REFERENCE NO, SHUT 40. TOTAL SHEETS
R•2116B (? I
STATE PROJECT NO. F.A. PROJ. NO. DESCRIPTION
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION -13
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PI = 10+33.736 PI =
A = 64'15'12.0" RT. A =
T = 28.258 T =
L = 50.464 L =
R = 45.000 R =
-Y15-
'I = 9+80.172 PI = 10+11.560
= 18'20'05.0 " LT. A = 9'06'58.0" LT.
F = 20.172 T = 11.560
= 40.000 L = 23.070
t = 125.000 R = 145.000
0.04 e = 0.04
)S = 50 km/h DS = 50 km/h
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SPECIAL DITCH k/ LAT. 1.Om BASE DITCH +73 6.841,
WY FROM T TO $TA I E REMARKS 7 BQ3YY FROM .S?9 IDSTA SIDE 6.856 3 31 1
-L- 49+55 49+89 LT. -L- 49+89 50+40 LT. +50
-Y15- 10+40 10+58 LT. NO RIP RAP -L- 49+48 49+74 RT. 14.000 0
-Y15- 10+40 10+57,5 RT. NO RIP RAP 1I
;•49.053 Q§ = I }I +
•06'28.0" RT. BEGIN STATE PROJECT R-2116 - of ?I
.815 S.,D, x .01 wI
.408 '.?,"" Q + .8162.
•000 DATUM DESCRIPTION POT 48+79.673 -L- PROP.R/W , Nm tit
04 HORIZONTAL: THE LOCALIZED COORDINATES USED ON ' 1Q I
km/h THIS PROJECT ARE BASED ON THE STATE PLANE ? 1
6
COORDINATES OF NCDOT GPS CONTROL MONUMENT ?I^ c E 1 q
"R-2116-11". NAD 83 COORDINATES ARE \ - w?0 612
HILL, BENNIE LEE .\ `'--- ?\ xaR? Q I{08•
%/ NORTHING: 204960.9403 EASTING: 275641.6389 08. 1241 PG. 86 HILL VELDA I
3 X,
y THE COMBINED GRID FACTOR IS 0.99978058 08.1075 PG. 638 DB. 938 PG. 98 Q (? 11 '5
DB. 608 PG. 13 -Y15 t 51
ASPNAG7_\ T ,
GR THE BEARING AND DISTANCE FROM -L- P.O.T. De. 635 PG. 435
STATION 48+79.673 TO "R-2116-11" IS I \\ ?_ I I Q c Q 11 Q ?` c .147 / N 42' 03' 54.8" E 3750.430m looj CDOCac o 11k25?AT o11 01`
THE BEARING AND DISTANCE FROM -L- P.R.C. \ Q 1\ 1
STATION 85+65.705 TO "R-2116-11" IS `1 s P p i j PIST A n? -' X11
N 20' 01' 35.5" E 189.801m I I %'
I / I? 1 FF P
VERTICAL: NATIONAL GEODETIC VERTICAL DATUM 6 ° ° I Qp.) a }40 o,
1000 GONC `^? ^ n I 1
OF 1929 =^ 9-1 1 SPECIAL W4222 1
Q I Z PROP. R/W ';? 5 I e I //P?T DITCH
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5-
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00 / I
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PC 10+00.000 -Y14- I b i I I I I v 16.uuuQ C,
? . R--15m-
.. 300 CM 450((CY TAOra `a50 Cm
2
Noa'36000E 0, f
-.-____.-_-__-
N24'3600.0TE I I 0 /57 I xafs ?.. _-- -? a REMOVE
PROJ. REFERENCE NO. SHEET NO. TOTAL SHEETS
R-21168 EL 12 (o??
X,
BEGIN CONSTRUCTION .
OC 9+75.000 -Y15-
O
BLANKENSHIP, GARY ;616 YTON
? 08. 1650 PG. 73
PCC 10+00.000 -Y15- 1
1 3si5v1
1.5u?IR
x
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16.500
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; o S70. END L/
J C8 666 •1?q6?1 i?? n S j TD. ENDWALL LL.I
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• ROP. R W /
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S Q / EST. 89 TONS & 143 S.M. $ a i' /OR -?
J \ 3c EST. 2 C.M. D.D.E. S' /sp
x 4SBW
A O 4000 &K WALL
POT 49+40.000 -L-
44 '14- X
dA/ / Q \
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REFERENCES:
-FOR -L- PROFILE, SEE SHEET 14.
-FOR -Y15- PROFILE, SEE SHEET 23. 1
NOTE:
-DRIVEWAY RETURN RADII ARE 5m. CONSTRUCT
WITH ASPHALT UNLESS OTHERWISE NOTED.
/// /•N ?'/ / / - W% 'I" RIP FABRIC POT 10+70.000 -Y15- 14`1r? f Q
6 CC Q EST. 24 TONS x y '
460 EST. 42 SM CL "B" RIP RAP
W/ FILTER FABRIC HENSLEY KENNETH EUGENE
1?O f / ?p0o / cU' ' 1 EST. 2 TONS Q _ 08 J033 PG. 71
EST. 8 S.M.
08. 1437 PG. 669
/
I 08 136 PG. 195
(] `?
._. apog b :?` \ BEGIN STATE R/W PROJECT O i O
"STEVEN E. LEE REDMOND HEIRS,

QQ 5 1 POT 48+49.500 -L- 06.1241 PG. 503
(Q HILL, BENNIE LEE
Q Q Q 'AvV. A? ` DB. 1813 PG. 352
? Q Q PT 10+55,943 \PC 10+79.606 -Y14-
SR 1117 -
532
I
76 218
t_
NC -
151 5276 5148
9511 9'?T
1997
EST. ADT _n
Tlr
TRAFFIC VOLUMES
VARIES TO MEET GRADE
SEE PROFlIE
MM DER SHOULDER
p A POINT
o3m '? A't
IN. CL •B' RIP RAP
(3m HICx
W/ FILTER ABPoC
SPECIAL DITCH
)wY FROM STA TO S TA ME REMARKS
16- 11+40 11+88 LT.
'16- 11+00 11+12 LT. NO RIP RAP
,.sm
u \ 0.3m
MIN.
0.3m ? ?
t MW. (CL RIP?RAP
0? 1.4m 51/ FILTER IFABAIC
3.0m
Y.C.
SPECIAL BERM DITCH
RWY FROM STA T A 11
-L- 50+40 50+68 RT.
ill F
CL •B' RIP RAP
(.3m TRI«
W/ FILTER ABPoC
LAT. "V" DITCH
powy FROM STA TO STA
-L- 53+20 53+50

° VARR
t.5m 6

um. oB

MIN. ? 1

av
Om ON'
LAT. 1.0m BASE DITC
RDWY • FROM STA TO STA
-L- 49+89 50+40
30m
a
BASE DITCH
9 TO STA SIDE
53+00 LT.
3.Om
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SSE DITCH
?s1A TO STA ME
+95 - RT.
um I
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IN 48
0.3m O
•S• RIP RAP CL
NIN. .r CL, •B• RIP))RAP MIN. I.pn d
(.1n THICK) (.Sm ITHICN)R? YAR.
k/ LHTER CABRIC W/ FILTER FABRIC W/ FILTER FABRIC
4.8 TO 20
"V" TAIL DITCH 1.0m BASE TAIL* DITCH LAT. 2.Om BASE DITCH
R V FROM STA TO STA IDE RDWY FROM TA TO S TA 50E MARK RDY FROM T TO STA ZIM
-Y16- 11+90 - LT. -Y16- 11+50 12+00 RT.
-L- 52+30 - LT. -Y16- 11+90 - RT. USE CL 'I' RIP
RAP (.5m THICK)
r- irl.rl
- 0 \?oP LAT. 1.Om BASE DITCH W/ CL. 0
I" RIP RAP & FILTER FABRIC DAMS. LARRY VAN NT8 1 I I Q MOOR 10U51E M.
BIANKENSHIP; EST. 174 TONS & 279 S.M. I Q DECK a
GARY CLAYTON EST. 184 C.M. D!D.E. OB. 1379 PG. 606 SII0+40 08. 862 PG. 344
z OB. 1650 +6C X731 33.000 DB. 910 C. 311
PG. 762.763 "e <, t 33.000\ 26.500 1LAi 1.5m BASE DITCH W/ CL . o.
t 1'I" RIP RAP & FILTER FABRIC +46
+00 /R-10m° IIEST. c17 TONS & 658 AB +32 ) PROP. R
26.50 n 22.00,., QC N
/ .N D.D.E.
LLJ 23.000 ELST 834 C.M. ?- + ?•??.,
w f +?? ?.; -4? 1 =
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1
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..._-I ? .. .. -Z. t. 1 -:
REM01E f 11
Q.
4' .
?. 514$ 30 1000 Cli 600 CAI
?I Exfnw, P" ' R 600 CN _-
Q _- RC 151 5.7 ASPHALT
r. ( EMOVE
I I•
6 oo. f??l€"1I? _ ?? ?1r_1IIra1 21
SPECIAL SEDIMENT CONTROL FENCE
15140
Sz
GOA`
WARREN, RAY E. -?
D8. 1554 PG. 344,345 ExISRNO R 'k 7\
7.7 NC
08.1588 PG. 229 CCVc NW
"V" TAIL DITCH W/ CL. B +58
RIP RAP & FILTER FABRIC 49,752
'EST 3 TONS & 8 S.M. (-L-)
EST. 5 C.M. D.D.E.
s
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F/
Q ?-? Q? ? ? MI?NNI
MELT Cj
-S\
28
MILLER, LESLIE M. SR.
DB.506 PG. 377
C. NSTRUCT WITH:
50mm 1-1
200mm ABC
\4
1 m 9,yr \ P \
It \
C R 15m
.Om BASE DITCH / /
RAP & F.F.
;T. \
iT. 39 T_0_ 02 S.M.
IEST 651 C ,,
.Sa C`--- -
N24=36'00.0 L`??'?=', 4?9'.!
R-21168 k•!;/.1sr5
If1! SR 1119
874
11375
)FILE, SEE SHEET 14.
5276 109 765
-Y16-EXT. PROFILE, SEE SHEET 23. 8511 19? 378
DETAILS, SEE SHEET 2-C. NC 4-4-
151 28 -591 -+
33 9
TURN RADII ARE 5m. CONSTRUCT WITH 360 5910417
I
.SS OTHERWISE NOTED. 690
EST. ADT 1997
12.620 -Y16- 2017
TRAFFIC VOLUMES
MILLER THOMAS 0S6.906 PG. 62
?$ F D. 812 PG. 549
e„ L I r
`1806 PG. 232 RETAIN
Af
BEGIN CONSTRUCTION I x li
POC 10+75.000 -Y16-
PCC 10+00.000 -DET1-
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n I• Q
=L `"
12.000`
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18 TONS & 59 S.M
\ RR=15m K I I1 liIB\
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C- - - - I S C FALSE SUM /? l CR /X K' ulg :.
O ExiSnsc P ? x-x WETLANDS PCC 10+71.114 -DET1-=
d 7
Lo
+oo /I Dt /? 3's R
450 C ( / ELB R 7.6/ IMNZ 45Bw x "oo0 6 zrN? R=S POC 53+24.00 -L
19.000 ??yi -' _--"-' - w ELBOW =10.2 -?\k cASrR \ AIL 2c ?? R=I
• R=8.4 /C
C \
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18:000 1 RIP RAP & F.F.
/'. ,. N . •, I m[ STD. BERM ?OJ "• L ?.` A ??? ? \ 7. 138 TONS & 362 SM?,
+ `, +--. +INAGE CUTLET
22 C.
LLJ / - Sfp-n OBItTERRTE ?Sd ST. 4 C M D E
STD. BERM DITCH j '•STD BERM DRAINAGE OUTLET
9P BERM DITCH f "' SAN DRAIN PROP. RC
Z
h FIELD R/W +80 R IL BASE TAIL DITCH W
.G STD. BERM DITCH C
e '?k CL "I' RIP RAP & F.F.
J O /
"W/CL . B RIP RAP HIPPS, HARLEY 33.12 EST. Sh4 2Sti' \
HENSLEY, KENNETH EUGENE I& FILTER FABRIC PROP. R/W 6 DB. 462 PG. 309 - +10 PROP. R/W cR e x 0 ST ?0 CM NS D D.E? S.M.
1033 PG. 71 IEST. 11 TONS & 35 S.M. / K DB. DB. 524 534 PC. PG. 279 583 ,280 39,000 1p 4-
/// 3b 1.7 I S °• T$ 5 92.0 -L-
I I 0
U DB DB. . 1437 PG. 669 ( 8 DB. 716 PG. 10.11 \ BUTERAIE
DB. 1367 PG. 195 DB. 1198 PG. 395 CHARLES O SMITH ` R=5m__ Y?
I -
WILSON. NORMAN LEE t S F 0 P
Q I
OB. 1621 PG.599 I SPPIIA•L SBDI.JEJT /qua/l Ms
41 2.1 I
351.?Ri 'A e42 9
17-
-Y1 6- /-Yl 6-EXT.
+95 10
¦ 10+08.149 PI = 10+57.453 40a?XT.) d 0
PI ¦ 56+96.300 PI = 10+66.743 P) ¦ 11+17.882 PI = 11+73.713 PI = 12+07.354 PI 10+16.425 PI 3.om 6A6E DITCH W
A 1815'00.0" RT. D = 9'36'00.0" RT. '? 6'01'00:0" RT. = 4'38'30.0" RT. _ 66'14'27.7"_ LT.. 66.425 " RT, 60'49'30.1" RT. _ 56,482 8.5" RT. CL. "I" RIP RAP & F.F. d?
15.398 T = 8.916 T = 16.310 T - EST. 19 TONS & 53 S. M.
Ls = 60.000 T = 23.512 T 17.823 L = 28.903 L 32.815 L ¦ 15.913 L 30.143 EST. 5 C.M. D.D.E. i
¦ Q C4",
Ls - 60.000 L = 46.915 L 30.768 L = R = 30.000 -Y16-ET.r
R = 25.300 R Z9O.DOD R ¦ 30,000 e
Ts 404.259 R _ 280.000 R 293.000 R = 220.000 REMOVE CULVERT
Lc 682.158 e 0.04 e 0.04 0.02 e = 00.02 (STRUCTURE ITEM) W MEET E11STIeG
= = = e = 0.05 e = 0.03 DS 20 km/h DS = 20 . km/h ET I 11
Rc = 2330.000 DS = 50 km/h DS = 50 km/h DS = 50 km/h DS = 20 km/h HIPPS,HARLEY P?
?/ DB.462 PC.30
V = 40.000 /// DB. 524 PG. 279, 80 /
20.000 D8. 534 PG. 58
0.02 DS. 716 PG. 10,41 REMOI
V =
e = .OZ DB. 1198 PG. 395 i REPLA
Ls
0.sm
MiK _0
tEMOVE -I d n !A
D7 B! 6

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11 ?°d ,'/0
pd

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Illz m ??- '? "'n/
? w
5.913 -DETi- -Y16- Ila zp Fl POT 11+10.733 -Y18- _
40.971 -DETi- I h II POC 10+65.339 -Y16-
Q s
HYLTON, M. B.
3.953

Ib
(-n8) ns
1

R
12
Q
WHITAKER, ROBERT
L
L z
D8. 161 P 243
C
3. I. +
I
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LLI
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19.000 ??v L/ /

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77,686
Z
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08.,,107 P 627
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•8162
2
IDE 0.3m
COVER
(xl•9rl
)
19.947 -Y16-EXT.
I 1.Om BASE DITCH W/
CL B RIP RAP & F
I T EST."1 TONDA.E.7'
CONSTRUCTION
12+26I.552 -Y15-EXT.
3A I
UJ - OU Kl
O.ISm
CI_ 'A' RIP RAP
(.2m
i.Bm W/ n11C3ABC
FILTER
DITCH LINER
82WY FROM STA TD BTA SIDE
-L- 55+50 55+80 RT.
HYLTON. M. 8-
-10 08. 906 PG. 62
A DB. 612 PG. 549
O
}
f0
Is
-Y18-
1
MIN.
0.3m MIN.
'RAP
CL '11' RP A
W/ Ft1ER F/8RIC O.6m
LAT. 0.6m BASE DITCH
M= FROM STA TO STA SIDE
-L- 54+35 54+76 RT.
MIN.
a ?
MIK p. •9' RIP flAP
t.Om (.,3 nnCl(1
W/ FILTER FABRIC
1.Om BASE TAIL DITCH
RDWY FROM STA TO STA SIDE
-L- 54+08 54+38 RT.
o
O
A' ? s
O ?, ? "no
. 0
W

PI _ 56+96.300
A = 18'15'00.0" RT.
@s = 0'44'15.8"
Ls = 60.000
Ts = 404.259
Lc = 682.158
Rc = 2330.000
U = 40.000
V = 20.000
e = 0.02
DS = 80 km/h
S5Af 1? a
YOUNG. KENNETH THOMAS JR. l
DB. 1672 PG. 151
¢xlsnH , i
C?Y;, 0 ?\\
-;CD
WHITAKER, ROBERT L.
+ \9\
14
DB.1612 PG. 243
A\ CARTER, FRANCES J. \\ t
QOd' O ?DS. 809 PG 407 \\
f0 " 548 0
+ o°' 13 \?- FALSE SUMP
/OWENBY, JERRY LEE, ET AI?T• EL 688.2
W /21000 DB. 1167 PG. 627 CCC"'
n C
VI -------.`--- CIF/ `-STI
o rl 0 r" 125'
L N mI ?? r f. ?
-F <; quo, ? t3
?" ? t 3 1
Ln N6Y, JEP.RY LEE, ET AL'
o ,
4 +2i
I" 30576
1 BASE HEAD DITCH W/
"I" RIP RAP & F.F. %
14TONS & 22S.M.
3 C.M. D.D. /

GARDNER, EVELYN H. /•
93
// DB. 1689 PG. 492 / F
0=0
RIP RAP APRON
7"B-
FILTER FABRIC
0
'1. 2 2 TONS & 8 S.M.

LL_ 21.000 g\"
a +FC $\
?F b _-C_? o PAI
04'
ENOWAL•L A
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14 450
/470 o2-CI- ---------- ' v
C 0
24.241
-Y18-
PI = 10+24.708
A = 7'36'00" RT.
T = 24.708
L = 49.344 I
R = 372.000
I
II
IB
2I'N
YOUNG. KENNETH THOMAS & -
JACKSON, LINDA YOUNG +05 Ix
PROJ. REFERENCE N0? ???"
?+?? R-21168 FLI T
22
HUGHES, THELMA J.
DB. 796 PG. 541
DB. 908' PG. 242
OB. 1652 PG. 58.60 44000 BEGIN 4SBW FENCE DB 1296 PG 360
/4 1g ?+ \
G ,? ? Ts
+59.524 L0
?
31.000 +61.363 \
W 26.000
-- C---------- --
C YOUNG, KENNETH THOMAS &
JACKSON, LINDA YOUNG .a
FALSE m1 ?" DB. 1612 PG. 153,154
JTERATE \T i
64 ? 0
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w
D1 ?A J
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k
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Lij
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A L I 1?? o? 0
51 ?
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A" RI R AP
TER FA

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18 TONS &
\ S.M. POUND
. ROBERT DEWAYN
1583 PG.288}"
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32.000
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1 C + eN
- ?' 34.664 \ R\ // + I'-
V I 1 CL " RIP RAP & F.. 29.900 GARDNER, EVELYN
17 ,J'A +60 \ a ,. // ,
o') s OB, 1689 PG. 492,493
f 170 EST. 98 TONS & 2 .M. (98.1
• o d 33.350
LLJ .o EST. 92 C.M. D.D.E. 40.089 +09
Nr
'
25.750 / t 2AZIA11rISAa
I'll g bQ2
'Al TEE 1.5 L?EIR \? 3 r 1, r l \ \
a g ??
L ys 0 90D OS 2.44m WIDE 'OVERFLOW CHANNEL .?.Y \ 1.5NI?R \\\\ 19 - '? s2 .
Q x'> 1 0 SMATHERS. CARLA MARIE HUGHES, THELMA J.
L P E° ??' / / \ ` - I I MARK KETTRON OB. 1583 PG. 290
+50 SMpTHER8, OB. 796 PG. 541
0 \ 08.1583 PG. 283 De. 908 PG. 242
+05.1 56.000 65.000 DB. 296 PG. 360
51.000 g '?wva ? ?^-; e?^? -
PO W 0 ? TDE 15 /p
LAT. .6m BASE DITCH LINED CHILDS, WILLIAM F.
13A 8 +04.5 W/EROSION RESISTANT MATERIAL DB. 712 PG. 249 9 `.
/
\ V \ / -
OWcNBY, JERRY LEE v 60.000 1.0m BASE TAIL DITCH W/ DB. 232 PG. 122 ° -DRI
YE1 -
STD. ENDWALL CL. "B" RIP RAP & r. F.
E$T. 41 TONS & 11-1 S.M.
EI_ST. 15 C.M. D.D.E. 6
A POC 54+84.000 -L- = PI = 10+10.564 ' y o
PT 9+95.200 -DRIVEi- A _ 78.35'081" LT a
SPECIAL TYPE "A" SILT BASIN (90 mm I © PC 10+05.000 -DRIVEL- T = 5.564
TOP OF DAM = 684.5
TOP OF RISER = 683.7
©
PT 10+14.327 -
DRIVEL-TOP OF OVERFLOW SPILLWAY - 684.0
M
SURFACE AREA = 425 S
PINC 10+90.000 -DRIVEI- R = 6.600
.
.
AVAILABLE VOLUME = 378 C.M. 0 = 6.55'24.2" LT.
DENUDED AREA - 2.0 ho.
EO POT 11+10.315 -DRIVEI-
REFERENCES:
-FOR -L- PROFILE, SEE SHEET 15.
-FOR -DRIVEL- PROFILE, SEE SHEET 27.
NOTE:
-DRIVEWAY RETURN RADII ARE 5m. CONSTRUCT
WITH ASPHALT UNLESS OTHERWISE NOTED.
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DITCH LINER
RDWY FROM STA TO STA 2D--
-L- 61+10 61+40 RT.
VARIES TO MEET GRADE
SEE PROFILE
n.7m
_77 1
SHOULDER 1:1 IN.
POINT U
y,1 M?
N.
CL 'B' RIP RAP
3m THICK
W/ FIL R FABRI
SPECIAL DITCH
RDWY FROM STA- TO STA 2M
-L- 58+90 ' 59+00 RT.
-L-
PI = 56+96.300
A = 18'15'00.0' RT.
as = 0'44'15.8"
Ls = 60.000
Ts = 404.259
Lc = 682.158
Rc = 2330.000
U = 40.000
V = 20.000
e = 0.02
DS = 80 km/h

15m
H
F0.7m
NM.
MR1

dt?`" IAP
(?(7m THICK '
¢ 1.1m W/ FlLTQi gABPoC
.0.
V.Cl
SPECIAL BERM DITCH
RDWY FROM, STA TO STA SIDE
-L- 58+50 58+90 RT.
-L- 59+00 59+20 RT.

f.5m
-8 00611
CL 'B' RIP RAP
'TER ?ABRIC
LAT. "V" DITCH
ROWY FROM STA TO STA IM
-L- 58+68 59+00 LT.
PROJ. REFERENCE N0. SHEET N0. I TOTAL SHEETS
R-21168 FL 5 (c jer.1
°i
u /
VARIES OQ ?.
. 0
MIN 05
0.7m MIN.
CL (.SmR11PHICNR
W/ FILTER FABRIC 0.6
00
O
Z
I-
LLJ
W
,r
V)
J
O
O
w
f-
IF-
LLJ
Z
Fi
J
S
U
Q;
? f
5 xy9x
ov o
ROBINSON, CARL
'?eaOB. 1592 PC.3
REFERENCES:
LAT. 0.6m BASE DITCH
W= FROM STA TO STA SIDE -FOR -L- PROFILE, SEE SHEET 16.
-L- 59+00 59+10 LT.
NOTE:
-DRIVEWAY RETURN RADII ARE 5m. CONSTRUC
WITH ASPHALT UNLESS OTHERWISE NOTED.
u'
nneri% ???
P.
nr
Ak F
0.3m MIN,
CL "I° RIP RAP MIN
Sm TaCK)
W/ FlL FABRIC 0.6m
LAT, 0.6m BASE DITCH
RM FROM STA TO S TA SOE
-L- 65+20 66+00 RT.
.3
'r

I I I
-Y19-
X=l 6 = 10+ 678 = 10+ .591
.0" LT. 1 43'00.0" RT. - 47'36.0" RT.
T 22.678 T 33.519
L 071 L 1.456
= 164, 9 = 62. 0
PI - 66+6.65
A - 917' 0.0" RT.
ea = 2• "19.9" MP
La = .000 \
Ts = .849
Lc = 53. 17
Rc 700. 00
U 40.00
V = 20'004 PINT
. HENRY M.
DB. 1610 PC. 55,56
DB. 1677 PG. 560.561
08.1 07 PG. 683,684
\\
90
?A'
BRENOELL F.
OB. 605 PC.. Z3
239
Q \\ v / x
Q ?? \ ?+ Q
s ° $\\\\?+
?C \\`'*\\
m \ / / ?\ CR e•nA•V Q \...' ?\CLEVINGER. MARY BRENDELL
\Sp \+
28 \ r ?• V ? B. 1318 PG. 185
Pi_---_-
DEGROOT, MARY B. \ ts-
\ C° 1e \ \ \ 4 \ -
D8. 1870 PG. 384 ?0 ?- qo
6r1
_ X
97 + 5
2.4 \t s° \ ?'. - ?\ \ 42067 4- 097 Q
SUTTON, ROY 43.693 \ +33 1 m BAS
+86 E DITCH W/ CL "I" -
?\ d z 1222 \ 42.462
t // 411 sR u \ _•:P RAP TONS ER FAB-IC Q QPROP. R/W z
0 °, 3.5 A lbr - F;, ? G ST. 173 TONS & 269 S...M.
z + ) 29 \ \ 37.066 ?//?'r(??' \ o? \ I EST. 444 C.M. D.D.E. +67 C?+95 \
PROP. -
R/ CO +35 \ ! PUCKETT, WILLIAM L. JR.\\ \\?` \\\P/SC.ay 36.015 I'-
/ .. POP. \ yAY Nc R
32.500 1589 PG. 697,698 +82 + 1'B REi N RW _ w 32.972 W
`?. 22" DB.?. +10 30.7 / ?CQ ' R/ 34 (18 ("L-REV.) W
\ 3
PROP. R/W 20.321 GRA E- ExtB ;NC R
W /w-e2
2 00 \ / /
-, _L BRENDELLp.. SPECIAL FALSE SUMP?_ U)
EL = 648.0
+? /8Q c
C' _ . SEE SHEET 2-C
a JJ
= P ,
2 EMOVE . ??\ ! e `v "--m•.,,,TD ENDWALL 1 >
. ` F BERYL J. W
}PROP C
J -- ?'GJe=
REDMOND. FRANK L. 26 R/W
'qb?o/f 4 2 ,;FALSE MOVE ' PROP. GUARDRAIL - - F
OBLITERATE
2 GI °°,p?SUMP I 1=1 ?' \ _ -L \ -L-REV
O /) EDO- RALSE 'Fo\ > 2-GI
rv }} 00 ?? 28 ° SUMP so 30 °° °e MELT TLANDS
n 1 FALSE SUM, „ . RISE SUMP \ t\ -? -_° _ _
N42'51'000"E N42-51'00.0"En n \ly[_ AIL y
+ nit
C"j
„rv
FALSE SUMP !` 0 AMP v-
J? 3 \ Ca
.; -e 600
SU
600
•-m o°'" •,..4..nfLLY1l? g41e.?y""„".>._.'"„ _. e°. A,.' / e. ...3.6 MELT\ ..GUJR?P 35?p ?c,?5o?
t • z 2-GE4e F LS? 112-
-G
t£3
v.
Q ` ?' ::. .:. 27 °2 1 . . , -.. 29 SUMP a - . + 310 OBLITERATE Q-.. R O F6b0 - - n-F? w
V?
(f p m1 _.,,.. Q 1.9 - R= 33 9 \( - 1
I O'PERFOR c
f I ER/TE I-
W l(o POT 63+83.000 -L- (n
J - - - C\ \ 3$r 1.8A i , a? (? Q \/ 31 Q sEP1[c \ / : x22.000 +44 00 \26.i 69 y9?o$ Q `\//\/? \ ?Ffc9 ?° ' \ ?0 W
+ Im 30 A1v4 ?] }\ HILL EDWIN L. / /\ L \ s ?/ 6sgrF 35 ''v? ` z
+t0 _ TURNER, ANDY M. S° Q DB. 1528 PG. 57 580--__ / / LAT. O.6m BASE DITCH W/ \ $
• 33.000 8 DB. 1370 PG. 135,136 Bw X / ' ?QX PROP. R/W / ?/ EST. 92 TONS 6CL. k 3 S.M. \ \ r?P Q \ S lO / r
• ?" STD. BERM DITCH C Q a - L z? •Nµ /\ EST. 257 C.M. D.D.E. B' \ ¢o
V Q STD. BERM _ -X aL 5 gE O X / / 72 o° ° 4\ `' b C.?
C DRAINAGE OUTLET 26 q ?© /1yA/ O b a\ ? rl.lxl ? ?.
G REDMOND, FRANKLIN L. PROP. R/W --L +80 C `x CRANE, BERYL J. Q
DB. 1589 PG. 691,692 49.000 $ n la •LT I„u \\ \i? DB. 840 PC. 267 's o d?G +70 0.6m BASE DITCH LINED W
8 \ \ p?_f.! / / ?oG W/EROSION RESISTANT MATL ,¢p?
Ix x 54.000 ;'STD. TYPE "A" SILT BASIN (800 mm) \
TS 65+74.916 -L- L.B. o
L S BN `x/ / '°''e TOP OF DAM = 649.44 +86.5
OP OF RISE = P OF OVERFLOW SPILLWAY = 649.14 POT 65+74.916 -L-REV. L.A. 32 (62_500)
x I ASPNAG7 TO
SURFACE AREA = 560 S.M. CRANE, BERYL J.
I I / VOLUME AVAILABLE 660 C.M.
Aq?
m DB. 840 PG. 267
x x ? DENUDED AREA = 3.5 ho. REFERENCES:
I ' p -FOR -L-\-L-REV. PROFILE, SEE SHEET 17.
Ix NOTE:
•°7,° +d
-DRIVEWAY RETURN RADII ARE 5m. CONSTRUCT
\- ?1 l STARK. JEANNE M WITH ASPHALT UNLESS OTHERWISE NOTED.
I - OB. 1668 Pr, ')m.

Mw. VARIES
Sm WN ,
.08 ?fl,
O.Sm MIN

CL 7" RIP RAP
THICKI
NM
R
L
9
O
W/ FI
TE
FABRIC
O
LAT. 1.5m BASE DITCH -
RDWY FROM STA TO TA 5M
-L-REV. 65+40 65+85 LT.
PROJ. REFERENCE NO. SHEET N0. TOTAL SFffETS
a R-211613
6

1
I
-Y20A- SR 1123

655
= 10+24,868 PI _ 10+76.994
5855 251 1162
360
6292
I $
= 19'11'25.6" LT. = 27'01'09.7" RT. 10555 45? 650 111334.3 <
524 T
= 13 = 19.221 NC ?-+
.
= 26.795 L = 37,726 151 218` * r46 I;
= 80.000 R = 80.000 394 965 4z
= 0.08 e = 0.06 8081
14 3
$ = 50 km/h DS = 50 km/h AD
ES T 1997 n $ Y
2017 I n-
-YZO- - TRAFFIC VOLUM ES
A
+60.592
= 1 +30.211

B
"
'
' 43.000 -Y20-REV. _
POT 13+
3.871
R
°
LT.
54.0
_
48 POC 67+099217 -L-REV. 3a 20-
20E
'>
)
47
= 10 BRENDELL, F. D. 3 * 1.5 *
, 605 PG
23
OB 5 0
9\ I
= 20.6
= 100.00 .
.
- - - .
?
0
POT 11+15.000 -Y20A- = r p IWW
REV.
A2. +I POT 13+05.404 -Y208 r'? 1
O 3DITCH 0
200.000 I I
W/CL. "B
& FILTER FABRI ) N
Iw
\.a EST. 29 TONS D. I
I +85.
5 4
.5
N
EST. 82 S.M.
-X 15 .C

CONSTRUCTION -YZOA-
,!v?-?BEGIN
_
m
\ POT 10+00.000 -Y20
A- gaL
H ',m 36 V
\ T\ PROP. R/W- --\ 00
+00 C 1 R=76
r
(10.OO00) PECIAL DITCH
O E UNIFORM TAP
k REMO>I< ? yA? oA 6G
Z \x ry1.p TO ()PAIN
1 - I Rio 3 OBLIitR TE REM,
?` - V ' OI:, ?-1?rwGRAD
---?.1 ExlS11NG C.
(n C\i Y/ EST. 7 TONS
?fV L
N o g ao 3 E op. S 66+72.155 R y 1P Npw
i' . BTU P=

-L -L-REV. -Y20-REV. -Y21 A- DRIVE2- PROJ. REFERENCE NO. SHEET N0. TOTAL SHEETS
}}- n R-21168 FL Il l??sr•9
= PI = 13+69.296 PI = 12+44.270
PI 66+6 .765 PI 87+04.450 pi = 10+13.5961
D 91700,0" RT. = 1010'05.7" RT. 3454'49.7" RT. = 59'57'11.8" RT. L = 81'21'43.5" RT.
es = 119.9" es = 2'27'19.9 T = 15.724 T = 28.840 T = 8.596
Ls = .000 Ls = 60.000 L = 30.468 L = 52.319 L = 14.200
Ts = 8. 49 Ts = 92.295 R = 50.000 R = 50.000 R = 10.000
Lc = 53. 7 Lc = 64,229 e = 0.02 e = 0.04
Rc 700. 0 Rc = 700,000 DS = 50 km/h DS = 50 km/h O
S
U - 40.004 U 40.004 O PC 10+11.344 -Y20A- WOOTEN, CAROLYN
I? V = 20.004 V = 20.004 i' DB.1809 PG. 532,533
i +55 a 0.05 O PT 10+38.138 -Y20A- s _
W 3.433 D$ = 80 km/h 'A
(-Y2D-REV,) © PC 10+57.774 -Y20A- aP OH PT 10+95.500 -Y20A s ° °' a3 \\ /
MEET EXISTING PAVEMENT
BEGIN CONSTRUCTION POT 9+93.403 -DRIVE2- _ a 11
GOINGS, KEVIN J. •.
\ POT 12+60.592 -Y20-REV. T ti 0 DB. 1710 Pc. 72z f
POC 67+80.000 -L-REV.
\ * 2' + I JO PC 10+05.000 -DRIVE2- as +eo
L 2.2 ,1.1, I 0 /"A I 63.000
+70
0 38*1.5*I OK PT 10+19,200 -DRIVE2- MCELRATH, ARTHUR c Y +12 (-REVD
\ +80 31 , I.b* I DB. 1685 PG. 285 6'? a 58.000 I I
+65 +00 4.4 (-L-REV.)
I.5 ©PT 11+40.000 -DRIVE2- A, J
\ (-ttD?rs ¢1
E 50.000 em / ?RO? R/W C
fESTSPECIY -REV, 36 h L-REV.) +20 ------- O
PING ?N µ aao.o s. azDITCH SM ERS, JOHN W. ) L (-L-AEV.)
L '8" RIP RAP D 6PC. 555,556 $TA. 10+69,000 -RI 2- a,.7so R=s
I R FABRIC pQg'S4.9" LTD -L-REV.) 22 TONS B A{'Q 9 s R=2m
ES . 63 S.M. SP. D DITCH' 7 m _
1 13 ST 67+96.383 -L-REV. &/FIL R fABAICA
w 1 STANDARD BERM EST. 9 TONS 0 N /? -w (? p0/ OBLITERATE \ ?1 I-
n
67+36. 3 -L-REV, DRAINAGE oun EST 156 S.M. 61,
0 5 C W
E
22.000 8
0 ' -PROP, R/W (-L-REVD.) ?j K HUNTER, MELANIE ANN. ¢
(-Y20-REV. /1 o /o° / `? xlti S
OB. 1685 PG. 275
D 1 °0i
34 6263
NDELL, F. D. SPECIAL DITCH b, OBLITERATE
?. / ,g 1 + W
-46 „ .605 PG. 239, C ''4o w - OBLITERATE - -
?,. 6D??11 Sg / g 1 45
? _ ...:. n.- 6 0 ?`E- 0 /? .0 m t McE TH, ARTHUR E.
T .
EMOVE71 '"° •1.2 r 2•I e o a D . 0.-290.291
1 / 1 39 WETLANDS... o (2.0 ).. ? of Om TAPER •1 1+? / $ L..
,? ?I rYP. I oes° a1 / ?/? \\ "+% Q a ° oo s 1 ?? *' _..
r o
-- m
? \o ro
o f cGUARORAIL o Iro o o N53'0I'05. -7"E D } aol
r,05 1 ° N ? ni I oI O
._. T` _._ '- .- - - o ? ,n' ?. ` \? n a1 ?--' o ? . ???? 1 ? ? S . 'o W T
...- ..... ?/. DB. -rl ?t".,w?., ` y' °?. <I ?I o1 `
90m -TAPER
1. t
rot.1 X „ N Iv: ! '/? -• F•AC.. p 7N•: MELT_ W. I o
S? J_ ,
vyY _ o n N° \A. F 'SUMP. REM StI - rl-
1 e (S'•'- E- o ae & e o e, LL W GROUT P 4
SPEC. DITCJ
LARD IL 4D GRADE T
-
-- O PINTA RY M.
O 1 45 k •? I-
o, g WETLANDS W00 '?? /^C6ce ,B CONC EjDWALL^ ' o? DB. 5 PG. 325 NN1 1 s 45 600 McELRATH, ARTHUR E.
ROP. + i 2-2 5 CONIC HW5 CS s?o ° sPo \ \ C U t z 4 2 v '-A J
A E ?ARORAI i"V' STD. ENDWALL-.ry I t6 0„ .2 ELBOW o eWOHC p '1 `W'=. McELRA'M, ARTHUfi ,os >t \
CQ 6C G , I + REV. +75 d q7• ?a RETAIN a c'\ .,,,yP ?(R 3.6x1$ - ,D
/a y'' Sy rqi LITERATE D8. 620 1 C .J?r? _ ?t --v 35 *IB*
(9 f 155 'L- 30.000
T$ 66??J a (-L-REV) 4 ' MELT ?S \T 8? CL 7l' RIP RA C W
- a 'FOR DETAIL, SEE 1 ? SF. +30 \
/x .g C F
600
E .) . \ \\ ; Z
.. F^ ?? t;-•?O PROP R/W.- -SHEET 2-C a 1 \ (L-R
6 sf` -- 28.1ga / ?/ c SOSOE
Aee w (L-REV) Pm BASE HEAD DITCH 0 poBLITERATE
y oMtx +ao ° t `9 J
f f) W/CL. CI" RIP RAP_ & F.F I .0 0 °'00 m
\\? ?
P V i._ 01" . ;,I PROP. R/W .000
EST. 55-TON51e,62 S.M. /-. • _
' ?. ??.•?- ? ` w ,40)... :.?- .,0..,, 6
.' C L. 'BRI RAP . 1 Sm BASE TAIL DITCH
& FILTERFABRIC" - 1 IP RAP &
EST, 3 TONS - 1.ESL 39.,?ONS, &?60 S;M., .; :. .ft•. (. / x /Qrv W C f''1 -... .. 1J
EST. 9,S.6+. 3 I / S?/ P ry0 / 7 - r ° 1 °? •? Pg /? i? ':)
-Y2O? 1/, , '(/ 106-FIA STREAMBANK REFORESTATION
I ?' / of h0 0 ?I/.,. S3 /f'" 20m BASE Cl 7, t°"v \ J?vE / -? L
J AI - ` SPE L DITCH J 0 y _ _ 1
V x J 1 i/ a / S EST. 50 C.M. W 60o i?/ v o' n f / FOR DETAIL SI
?\ a \ x 0 . c ?4, / ?yti v T "'?...'6. m .8 •,7/? 3 y/ ? 3 cR 2+61.3
Z BAKER. JACK R. A \\ / r2o\ ?' _ _N I \ EA5ET /w
v B. 707 PG. 595 pR \ PROF
r 10? +10 6P `ti /r `1 ??3 FI! _ J .. 8,?6 a." qg%1 v W o DRIVI
Q 48.000 +* o V \ 37 I?, xA?4 / . 36 \ I \ OP \ \775 CMV'' 1 *O oe' +78 Y SCE +7(
h 'v T (;} C51 \ - / /10.733 ?u
(-L-REV.) d6 ?Q' 4 0? Q? ?, ?' \ \ .? GONG 20.0
r e x c F } t7 REEVES. THOMAS R. ..
-\ 6 CLIFFORD, RUSH F. III; 'E/ ' ' ' / .y oo „gc +00/ /
/
/ - - - / - s+ +0 8.000
D
3 t 1.5 * 1 P7. 0 M c r 020 08. 1702 PG. 307 ?}- OB. 995 PG. 626 - .:. (- - DETAIN e „c
4.267 /+78
!'
/18.000
32
CRANE. BERYL J?MFN/ "ury.q•c / MEET EXISTING J1 GENTRY, JO
/ hti oC a ff , ' -r 5 jA MENT V a DB. 1222
DB. 840 PG. 267
VARIES TO MEET GRADE `. V rsp E',i '?? ! YANCE VARIES ,.em END CONSTRUCTIf
POT 13+00.000
/ o Ro SEE PROFILE REFERENCES:
SEE PRA // /" Q Ay?l 0 I MW. -MEET GRADE -FOR -L-REV. PROFILE, SEE SHEET t
u N,? SHOULDER
POINT I6 © d y
OJ'
(f;
At J B RIP / i a
CL RAF' Cf I -FOR RE D
low A:+ ?3n Mm. -FOR -Y20APROFILE PROFILE, SHEET 2 1. - I ell (.3m iTICN / a Q\ ?I J 0..'B• MP RAP
w/ FlLIER ?ABPoG S?3 'Y? / om TNla
MIN. \ ? _• - r -FOR -DRIVE2- PROFILE, SEE SHEET
FIL / \?ILLER, RONALD L do \Y?GC W/ FABRIC NOTE:
SPECIAL DITCH GR Der, 1405 PG. 727 ?0 SPECIAL DITCH GRADE -DRIVEWAY RETURN RADII ARE 5m.
RFC SPECIAL 0.6m BASE DITCH ? FROM STA TO STA 5?E CONSTRUCT WITH ASPHALT UNLESS
"? STA To srn REMARKS \ OLT °' BDYLY mom STA TO STA SEE RF-2 AND PROJECT SPECIAL PROVISIONS REV. 69+e0 70+00 RT.
? €3\ I -Y20A- 10+37 10+70 LT, NO RIP RP w
-Y20-REV. 13+00 13+25 LT. /\1 i -Y20A- 10+70 10+95 LT. OTHERWISE NOTED.
-Y20-REV. 13+87 14+14 FIT. NO RIP RAP Q /y.) '
1 "r„ .1- -nn iT Nn PIP PAP l:1 1 GANDPY i?:'?
IUV U LIAM = 643.5 ` 1?? ?f0,•.°°- *au
TOP OF RISER = 642.9 - -..r 4.268 i' R-21168 EGA 1o..1si.10
TOP OF OVERFLOW SPILLWAY = 643.2 +9 [
6 f // MEET EXIST. PAVEMENT - - '--?-
/?// f 0 VOLUME AVAILABLE = 480 C.M. SZ .br I .000 48? a '
SURFACE AREA = 663 S.M. e
DENUDED AREA - 2.33 hcL J +80 .2 r2.1 %I
.26 6 CL. "B" RIP RAP SWEIR
1
p1 / O / '16.=0 c & FILTER FABRIC I'
EST
/? // / r/ ?6P`' L1y1Y0'V4 9I +8D EST. 23 TONS
R"/a++? / ??, 2??0 / 0. 5a'SP ?U 6.500
SPECIACH BEGIN CONSTRUCTION
e?+o?? 90° POT 9+80.000 -Y21-
a' s / +40
PAYNE. MICHAEL S. a?'r7 0" 17.000
/ ,o\ DB. 1804 PG. 687,688 q (-Y21-) F 47 3+78
5.000
5)
STO• ENDWALL +88 1.51
O \ 0 / ' 35.000 11 /
McELRATH, ARTHUR E. / BRICKEY. , HARRY H. co SPECIAL DITCH
1
DB. 1685 PG. 290,291 08. 1723 PG. 431 +72 POT 10+23966 -Y21- LB -
Y
I
8
z
nn l I
a?Q° N
\ C 0.000 / G 46 k ',^~m
OB. 1752 PG. 158 +72 (-Y21-) o +40 BZZIE)
PC 10+23,966 -Y21- LA.
?4 7 4
+?4j0" 2. BASE LAT. DITCH LINED 1.2 9'000 4 18.000 2,br1.2 I LAT. 0.6M BASE DITCH CLARK, HOMER D.
/E r / a1
w/ROSION RESISTANT MATERIAL (-Y21-) 45 EST. 210 C.M. D.D.E. DB. 1753 PG. 303,304
LAT. DITCH i + +50 DB. 1666 PG. 725
+77 7.0 &Ek. "B" RIP RAP M. D.D.. r? r '>3 m N 21 B- ,r°1,eYl 40000 DB. 808 PG. 515 /
57.00 .roe +10 ILTER FABRIC -L-R?) DB. 698 PG. 356-358 (-L- REV') 35.000 ?0 3 TONS +97
PROP. R/W +20 a4(-Y21-) F 9 S.M. ?P ,? r 4 W 32.000 3. I
eo.aoo) /? +ioc ?6> a (-L-REV.) as
3 i.I 4 ?I 9.0' o t o0; y$, _ _----
+45 CL "B" RIP RAP ?' (-Yet-) Obi 'l ) E a Y21B to KIRKPATRICK, THOMAS FRED
C / W/FTLTER fABRICw I ?yy5i ti ) o N .699 --- / DB. 1399 PG. 261
a
L- a.DREOOV EST. s roes ° rE o I ^ o _ _ _ _ _ -- _ CS 73+00.097 -L-REV. _
O? m . EST.
12 S.M. 0 +u 0 0 800 x
Cs- 7_2*
c
M ) \6OPERFO 45 r i 154 ?q9?' 1 n ??" 49 F . STD, ENDWACL i
z RISER/TEE r 6? C F +10 4.5 a• CL 'B" RIP RAP
-\? +77 t.?h WIDE r 0.000 +8 75 R=15m & FILTER FABRIC '
\ (-nt-)_- r 86' (TYP.) EST. 5 TONS
S
+60 25.434 OVERFLOW SPILLWA" p EST. 12 S.M. ° 50 +60 R2.I*I
u ; 24.000
179 -Y21A 25000 011 -t7-/-L-REV. (-L- REV.)
'r- POT 12+06.14579 1
W -- soroo'oo.o" '?. saw aaE ` 6 ?l!
POT 70+16.179 -L-REV. I F r F- - _....._ .... _..... a. 0 7. F F G Q
\' REV.)
r / ?-AT. 0.6m BASE DITCH ' ' - - m 5 ?C!
LLJ
V'
EST. 294 C.M. O.D.E 11 - - ------C
r!1 .7 r2. rl "5. \ lC l,!'??-?> ? ?r/ 7.5 _______-
A SP. OITCI-
5 GRADE "
V. \? ?' / r. of .- O.i ''??•'Uj OI O O F? F?'1Bm :1? 1? ?,.. ,.,: a? _ u O? ..,I
/ k .d "r w SU`"' r i /d rI, + 21.500 I RIP RAP
0 ., r rO r[LTER FABRIC - o 0
o0m OBLITERATE
TAPEP
ocroaeo
LAT. 'V" DITCH N>,5
53-01,0 h1tT rj mow ?- F.-- T. 25C.M. D.D. F- 43a -C ?\ a.. Vv o' T??O•E
E2 17 28.020 I _+00
c- -
+OS - to +20
6 l:.'. 1 21.487 .18.000
-f 42 ?1 \ ?+?+ C _ CIF 39.000: (-L-REV.) -L-REV.)
1 / 1
OI N TS 1+30.804 -L-REV. z2 /G f_TCE- Q a c
I. ^^Sm J " GRADE _-1= .. +54 1-L-RE¢) ?P
n?J (T lf"' RPi .. / +SD IR-Sm +00
?oYa r +90 0 DRAIN l - - NE _ - vp 133.000 +60 LGDNSTRDDT / 32.000 +80
6.000 46 WITH ABC (-L-REV.) 28.000
E (-L-REV. 38.000
7.332 C i
Vf ( L-REV.) V (-L-REV.)
p?f ,:. -- ? (-Y21-) _ _ .- - - • `
r /Ll.o" 0.00 J ORC RD
3.6A1 I .'. 1050
Q T"15 TONS. CR 1 1e 50.0 & CL. "B" FILTER ORIP N RAP FABRIC
M TONS GR ( c `5f C3 5T 73+45.097 -L-REV. _
I ?W OBLITERATE FILTER FABRIC I
Z C EST.6
OM ASE TAIL D TCH - 1 - - 3•
o r 0.000 \PC 1 .430 -Y21A- ?.
I. t•?ST, 0 C.M. D.D. \
TOE - 6+12
IQ;, (-Y21 ) EST 26-3• 53 000 PUMP' ON CO iDE STD EN OWALL
o _ +80 p 0\V SP. ITCH W
RE?> 11 R
sx2.2.111? 60000-L-kE O) ?JSt;1.9AI B IP AP 49
:/.(-L REV). '.•t '? / Q &LFILTFR FABRIC
;_ Y2 ?. ;5IEa
a ' '" 15 W EST. :9. TONS
OR)KIRKPATRICK,, THOMAS FRED
G W%CL• B'P RIPH RAP EST. 38 $.M. • --:. " 1399'
E CONC. SC 71+7504 L-REV. _ . + . A
?// & FILTER FABRIC
6.432 PG;; 261
POT 11+03.625 -Y21B- Est 16 TONS & 51 sM- OB
/ S x +42 4 C.M. D.Q.E. -
U r yyW ° 0+ +..?. on s .. / 3.16, 1.5,1 EST: 1
Al Q
a6 Y ' CLARK, HOMER D.
/?- @1AGENTRY, JOHN M. DB. 1753 PG. 303304
I I 08. 1666 PG. 725 -L-
y D8. 1222 PG. 431 GDB 808 PG. 515 -L-REV. -Y21 A- -Y21 B-
// 0?'Y f j De. 698 PG. 356-358
PI - 72+ .316 PI = 72+39.072 PI = 12+44,270 PI = 10+51.108
s (7 6 = 23 '00.0" RT. 0 = 22'17'54.3" RT. p = 59'57'11.8" RT. = 56'59'22.9" LT.
JI DTREE FARM es = '48.9" es = 257'48.9" T = 26.840 T = 27.142
O Ls = .000 Ls = 45.000 L = 52.319 L = 49.733
1.5 EI Ts = 11 765 Ts = 108.268 R = 50.000 R = 50.000
VARIES TO MEET GRADE
D.3 Ism 1,5. _ Lc = 131. 12 Lc = 0.08
SEE PROFILE 124.294 a 0.06 e
Dam lolp Rc 435. 0 Rc = 435.000 D5 = 50 km/h DS = 50 km/h
0. , SHOULDER, .. q E _ ..MIN. IN. .? W U - 30.004 U - 30.004
= m z -, 7 I ? POINT O.Sm 7 .? .. +.
MIN, CI_ "A' RIP RAP MIN. CL re• RP RAP V 15.004 V = 15.004
REFERENCES:
(.sm THICK 63mFl1ER LIM o.Em am e = 0.06
w? FlL1ER ?ARRIC w/ ?Aaalc DS = 80 km/h -FOR -LL-REV. PROFILE, SEE SHEET 19.
SPECIAL DITCH LAT. "V" DITCH LAT. 0.6m BASE DITCH 1.Om BASE TAIL DITCH -FOR --REV & -.216- PROFILES, SEE SHEET
$? FROM A TO STA SIDE REMARKS RDWY FROM TA TO STA SIDE REMARKS gQW FROM STA TO STA 5M ' FROM StA TO STA SIDE
-Y21 A- 12+20 12+40 RT. NO RIP RAP -Y21B- 10+67 10+80 RT. NO RIP RAP -L-REV. 70+67 71+56 LT. -L-REV. 71+75 72+35 RT. NOTE:
-Y21B- 9 9+85 +85 10+40 LT. NO RIP RAP -L-REV. 72+40 72+71 RT. NO RIP RAP -L-REV. 71+96 72+50 LT.
-.218- 9+93 10+43 RT. NO RIP RAP -L-REV. 72+11 72+97 RT. -DRIVEWAY RETURN RADII ARE 5m. CONSTRUC
-L-REV. 73+OS 73+2o RT. WITH ASPHALT UNLESS OTHERWISE NOTED.
4
N
PEVI 1. M
1
0
'. TYPE VI
END APP. SLAB . x
STA. 76+24.346 I
11.5
?B
CI- RIP RAP
VDm THICK
/ FILTER 8RIC
VN DITCH
:A TO STA MM
75+60 LT.
:SST CHURCH
d
39 -L-REV,
L0
CLASS "II" RIP RAP
EST. 15.0 TONS
CLASS "II" RIP RAP
EST. 30.0 TONS
3. AY7 I
J LAT. "V" DITCH W/ CL.
DB. 1399 PG. 261 "8" RIP RAP & F.F
EST. 66 C M SD D 22 S.I
STA. 7.
SP. TYPE VI
N
a
n

?
SP. TYPE v[ BEGIN BRIDGE ?I
STA. 75+53.000 I\
3EGIN APP. SLAB
3TA. 75+49,660 SKETCH SHOWING ROr,
APPROACHING BRIO.
I

Sm
N
m IN'
M
? iN
7
-
0.31 ''r
v`
MN.
41-1-11 THICY, RAP
3m
W
?
1.41 /
FILTER
ABRIC
CD J.DI"

V_ V.C.
SPECIAL BERM DITCH
RIM FROM A TO ST9 S2:
O -L-REV. 76+61 77+05 RT.

MONTMO''!ENC:
LLJ DB.
W De.
+30 02.
(n 44.000
(-L-REV.)
?PR07.
C- ----- /
I KIRKPA TRICK THOMAS FRED
1141 USF
w'D1L? INI
s
o 3d,Lhx
NI
?, I I iG11c,?
jqf, Jrlwz&i-fHpc ?e?IAi(YPE B
AS 1(fm_w.6 gees W4WZ Arnj6445LZ,.
?1 a PC 10+00,000 -Y22- _
IN PC 10+00.000 -Y22-REV,
? so Isnri ---'_ _ _
10 `'..
BRENTON, MA E C. 7
m 08. 618 P 553 +20
R +1 ? I n g ; 000 o
s 14.000 I I
S (-Y22) ( y -0T,?T,r13fl4?R4
" 8 + SPEC. DITCH D
Nt7 EPnC PT 10+36,753 -Y22-REV. \e
5 TANK I S f D 11 3 S 6.
1 YSTEM I I m xl
ROP. CONC. g '
sxv DRIVE +
5. 00? i m
a° B \ (-Y22
ti ?1
D6 _ -)
N 1a b. A '_ lu ? r Sm V s slx'n__,?"
y 0.191
SPEC. DITCH
m S\, W\\ Y22' REV. 13 WHITMIRE, JAMES R.
DB. 1646 PG. 673
1 1 c 1 SA n I END BRIDGE
TA s F D 'D STA. 76+21.00
1 I ;h.J '
- ES . .. ..B 1 •.
O +40
2
(-L-REV.)
UlC/? ? C - ?,A 4 a O a
T 42.3 0 11'0; i'
` 300
/a m '?-•.? ?` SP. DITCH \ W/ELB Wa
GRADE A\ 0 F ;1 1.s tr"a°,a
Io MI ?%? N75
1° nl ??? rv II =C,E
Q o? .. FALSE o?o0`n 5\
NCRETE-FLU W
', '.:.n - - 9 -., .. -oy? - _.+23. °`? 00 CcP TwNEV RAC ;rn. Af
I
W •?4? n SAS P n -
z, N IMO °>.YY? LSc SP1 TYPE VIA s
? -SUMPa. \ V
L 52 o g o? ?` I
I SP. DITCH GRADE /
3.9 2 I c__ E CLASS II aI
+PP. SLAB STRUCru
BEGIN E;L
e ;
CLA "II" RIP RAP
r-" r - - S CLARE ITEM
STA. 75+49.660 EN WALL
LPRO° 1 +o BEGIN. BRIDGE / +3s
.. 49 ..
REV 311 0001" STA. 75+53.000 POC 76+0¢ 5. -l _ - u
KIRKPATRICK THOMAS'FR _
DB. 1399 PG 261 • .:. POO 11+12 91 2 flEV:
PI: 76+23.872 vl 3.4xLE r1
= SA1.7111
24'25'20.6" LT, - JEW
es = 2'27'19.9" Fit-{ss-
Ls = 60.000 O -4
w0x/
• Ts = 181.533 PI = 10+18.48:; 1+38.093
Lc = 238.376 A = 15'02'28.6" L'. 18'52'58.6" RT. C ?X/ SPKjLr /
Rc 700.000 T = 18.483 33.259
U 40.004 L 36.753 65.914 PC 11+04.834 -Y22-REV. - ?i ,
G
rr V = 20.004 R = 140.000 200.000 44,
e = 0.05 e = 0.08 0,08 0 CS 7542i "I
- - ??? /,/ k
DS 80 km/h DS = 50 km/h 50 km/h +94 - / 4
3.353 I I k 20 Oa
-Y22- 22-, /
/ END CONSTRUCTION
POT 12+00.748 -Y22-REV, LB. e m Now
PI 10+ .127 PI 11+ .71/ 11+7 .591 POT 12+00.000 -Y22- LA. / 1a +00
D - 1 ' 0'00 0" LT - 7 00 0" 9' '30 0" RT 20.000
\? LJ whT END APP. LAS
+2s STA. 76+24.34
(L2RE00 e G
J O 6 \
? 57 5 M@
?+ D FALSE ?° GI +
? G SUMP
? M -
VI
s.
N
P. TYPE 8 58 375 MEL 6 ? F
w n L 5 59
!i 'Is "I __cT
6- G
PROJ. REFERENCE NO. SHEET NO. TOTAL SHEETS
A R-21166 (I L)
REFERENCES:
-FOR -L-REV. PROFILE, SEE SHEET 20.
-FOR -Y22-REV. PROFILE, SEE SHEET 25.
-FOR -DRIVE3- PROFILE, SEE.SHEET 27.
NOTE:
-DRIVEWAY RETURN RADII ARE 5m. CONSTRI
WITH ASPHALT UNLESS OTHERWISE NOTED.
-L- -DRIVE3-
PI = 75+ .968 PI = 10+11.905
A = 21' '00.0" LT. 0 = 81'35143.9" LT. B
As = '48.9" T = 6.905
Ls = .000 L = 11.393 ?i
Ts = 10.156 R = 8.000 T?
Lc = 114. 6
Rc 435. 0 =I" Z
U - 30.004
V = 15.004 sl" i I
54 R s "? I 55A 58 7:?-
" Iq I ALLEN, PATRICIA M. FOREMAN, JAMES J. ,. ,
ALLEN, MARVIN E_ DB. 1092 PG. 117 DB. 1808
DEL 1092 PG. 117 N DB. 1700 PG. 301,302 PG. 171,172
I (??
Od. 1700 PG. 298,299 ; / i
4,1,2.1 ?my c,. '37
I?
0 ATE REMOVE y ?? '%-xE ?M?(Y
'gip „ X ny V'
5 CONCCATTLE xING 70
U
-x--x
N O
__- - Ipl of \ \ t ? 1
•1
xl -L-RE
??s\\\ Z
? G.
-
H
ASPHALT DRIVE ?,5 x22% ?"
DH ----------------V 1---- - -- - o
1 / - NPT'SYIA a^r C / _f0??.J ?R?Rm +00
4 5
IOVE g Q8 5
PS / TCE R?
1
I
T = .127 T = 0.180 4.763 / k ?I x
L = 136 L = 294 463
R 14 . 00 R 42 . 00 18 . 00 ??ryo° III c 'g°
? i?/+ I I yx NI? ?
C +65
+50 SP. "V- DITCH W/ CL 35.661 TCE
RIP RAP & FE L REV.) +40 50.000
?I ?»u (30_R00) a + (-L-REV.)
55
a ^ EST.-9 TONS & 30 S.M_ 43.000
'SUMP /y0 ny.•:.. ..., ... (L REY) '.. _.
, FALSE -END, SEC
EST: 20 C.M. D.0 E_ + - _ THOMAS, REBECCA E.
ELb4 .1 00 0.0 ' °+• - 52 41.000': .. ,... PP ?? D8: 1092 -P.G.:1'1d _
(L-REV.J i. 1z_ /r
MOSS, ADA BENRY + SP. i7RF0E DITGH.w ?a 9B 1 700 PC. 301,302
55.
i 00 WD 7 xls OB. 1208 -PG: 21 'I14 &?F4LffRIFABRIIC "?
A ?@ II Ii EST. 55 TONS d: 185 S.M. CS 77+40.714 -L-REV.
LOA CL 8 RIP RAP LINER ?
` w Ab WITH FILTER FABRIC
d EST. 40 TONS
r ryy I EST. 84 S.M. VARIES lb MEET GRADE
POC 9.95.200 -DRIVE3- _
-\ sod "bj 54 O SEE PRORLE AND
E 1 ?Ti /V \`?'? + ALLEN, MARVIN E. POC 76+54.000 -L- 0.3m CROSS-SECnCNS
V \ DB. 1092 PG. 117 Oyt EU' \-
o I PT 11+70.748 -Y22-REV,--_?_, B. 1700 PG. 298,299 © PC 10+05.000 -DRIVE3- A+
+80 i^ H PT 10+16.393 -DRIVE3-
O SPECIAL DITCH.
I• I w+85.8 / - (3-Y220--REV.) \ 60TSZ FROM STA TO STA MM
o 53 dJ \ O PT 11+17.000 -DRIVE3- -Y22-REV. 10+00 11+08 LT.
+ g / 3."j %1.9x1 DRYS, TROY KEITH ? -Y22-REV, 11+16 11+31 LT.
DB. 1732 PG. 33,34
N , 12 53°a I.B. . DISTANCE VARIES
c, ?- p.°7n 10 MEET GRADE
" 60 SEE PROFUf. ..
EASTING DITCH 0.3. ..
+04 Mm. i WH
1000 zom
z•, M1`
A
omw
2 )
+04 CL "B' RIP RAP CL 'B' RIP RAP CL "B' RI
1. 3w1 TNCN) (.9n THICK 0.01c
(', 53) R/ F7L&R PABRIC w/ FILTER ?ABRIC EN
y DITCH LINER SPECIAL "V" DITCH SPECIAL DITCH GRADE SPECIAL DRIVE DITCH
STA
STA I
" M ET EXISTING BDWY FROM STA TO STA 2M BDWY FROM STA TO STA S4E EQWY FROM STA TO STA 510. RIM EROM 77+50
PAVEMENT -Y22-REV. 11+45 - LT. -Y22-REV. 11+40 - LT. -L-REV. 75+00 75+25 LT. -L-REV. 76+50 77+50
Il«1111 -L-REV. 75+00 75+25 RT.
I \ 59 Y 7,_11 24.000
\I (-Y25-) TCE a-53t)
\ OWNER UNKNOWN
0 I I PC l68.237 -Y25- /Ae'
\???} z? xll I 2 t I PT 10+90.A34 -Y25- e 466
_.... \ Sg9•\cy( .' I I +90 +60 (-Y23-AM '
\\\?J2 \ +92.155Q 14. 0 30.00 tGE /{?•
/y\ob.
\` ed\ .4.266 I I TCE (-r23-REV.) P.
I +75 R\? /
Cl 3.766 \ T'NrJfgq POT 11+00.000
33.700 POC 9+90.000 -Y2 REV. _ •o /,E'

POT 8+75.000 -Y23-REV, 2N: IJ ?__ 1S.6DU \
I GRAD 'VTF w SOIL (-Y23-REV) Ye
d 10 GRAIN o OR? d . ?? -? \ f - - 0
I / +0 ?= M 10.0 E%ISTIN>;'R?W / 15m i
]PC 8+81.921 -Y23-REV, ? , 9 no'oo.o' W '
I (-Y23-aEV.) V • , o xur ?e.8a.) 31.812
w I !, G4?a I" <' ° M + N=' 6 29.8"E o (TY23-REV)
I MEET EXISTING ?c^ ?5 e o+ n it .s h R-15m
a 5 l I- -? ' ,? ,
Fp a PAVEMENT \ Xh1!Y.? h° ? I • IV
es, a I I?I ' \ v' 3orn ,PER SP. DITCH
' ' V
1145' ry
a 1 I J I \ \ L. "A" RIP RAP
QBEGIN CONSTRUCTION a Ib I c `\ & FILTER FABRIC
aria +20 EST. 27 TONS h
POC 9+05.000 -Y23-REV. I 9s00 00 S.M. a' Tq
\G QI I (-Y2.3-RF
"B V, 1, \ C
L. I" RIP RAP \ V
I s no I? p\:?,\ p 1sFp & F .TER ABRI \-???` I Z REV. ",? f?
J 11
TSOM.
I v 1Fti t B F 0 PROP. R/W 2 A 4'a9'0P
I Q s a
I.G. PC 9+86.980 -Y23-REV. x
„? .o3a1 Goa ? ? k ?,
,
0 a• I I b ? n s"' 1 1 4-
PT 9+33.700 -Y23-REV. +00
34.00 0 0 \
k (-Y23-REV.)
o
10+210+27,332 -Y25- 8 Q
'may
BEGIN CONSTRUCTION
10+40.000 -Y25- 2 s F APn

71 SP. DITCH W/
CL. B RIP RAP
& FILTER FABRIC
EST. 15 TONS A 43 S:M.

/
15 M
39.000 V
I- Y23-REV) /
X
\
\o
I\ k
}max
xl Y \?
I Y \ x60 ,
yI l I ® I
x- VINEIARO N? / 8 57A n 11 CANDLER: W. W. 900,..\k
0 1.31ra2.2r1 WILSON, FRED _ R a DB. 1112 PG. 382 d \ O/
CR ._ PG. 697 l
DB. 1847 PG. 657 In _..._-06: ooj
?0? PG 278 ..
DECK \\ k
56- ?o / h \ D8. 1863 PG. 171 ?? ' DB•
CB. 417 PG. 190 +95 \) I 1
...1'_ FOREM :JAMES J. f N a ApY?r d a C34.p00) \ I ?Il }
LJ I D 1808 Is `"m'm•
W PG. 71;172 :,_ °? ?s \ \ PRaP. R/w PT 10+98.615 -Y23
+10 - - - C I If/k
(2i-000) AIaI I -=-t= \ ?_ ru C _-__ _ (° 1 rsepr*
blkl - 57 _ ?l &FO a I.II R=l
c
_ - ` OBLITER 1 4 2 t )
= -OBLITERATE - D'-5 -J'REit 'RE,, SU P
` G ?3 -_ =? --- f •l_ oB 1607 PG s3a -
LIJ
t.°' \ I.RtR., .? ....._..OU2asL
-f)- TAP_
J wmy, e r-?? - / m 90.OC
x LT
?
`? .u.
n--_ CJ 1Z ?=ysp;- N 'I i NSO'53'34?••4- 0. ... - 1. _?. .........
...........
o of ....... .. ... +:
n D I i°n 90m TAPER REV • ° a ,.:.:-. ../ +/ 63
.00 F) Q.. .. FARtSE°SUMP
X ' x 900 n ....
(? ` d 55 =? x 56 x x?x r 2. I I ''`,
F ST'76+00 14 L-REV. C a CANDLER. W W \?k
.. ALLEN, PATRICIA L+ ?y 1 -_
.109_ PG. 117 1 V DB-1112 PG. 3SU o?`a OB IT-EFATE, 1 .
FG. 301 30= 4- : DB 1085 PG 6.7 J
DB 1700 ?.o. 1
PG. ,5
D& 7
190 (2i_R00)
B. 436 PG
D
0 ------
PT 11+56.225 -Y23- d '
--I PROP. R/W t
'' Jp +20 SPECIAL DITCH GRADE 1
w = +00 \-PROP. R/W (42.000)
U 43.000 - I /
p
-REV.) 'A Q /
Q S ?? ?I t Lfjr I 3.962 x
(-Y23-)
e
-I - MEET EXISTING
-Y23-REV. \ L -L-REV. PAVEMENT
PI = 9+08.405 PI = 10+54.052 PI 81+9393 PI = 76+23.872 PI = 82+34.485 x
pll
Q = 29'40'01.4" LT. Q = 79'57'09.6" RT. Q = 30'54'00.0" LT. Q = 24'25'20.6' LT. Q = 31'43'44.1" LT.
T = 26.484 T = 67.072 es = 2-21"19.9" 6s = 2'27'19.9" es = 2'55'47.6" II I
L 51,779 L = 111.635 Ls = 66.000 Ls = 60.000 Ls = 45.000
R = 100.000 R = 80.000 Ts = 23.198 Ts = 181.533 Ts = 147.595
e 0.04 a 0.08 Lc = 316904 Lc = 238.376 LC = 198.661 x I
DS 50 km/h DS 50 km/h Rc = 7000 Re = 700.000 Re - 440.000
U 40.60 U = 40.004 U - 30.004 ?If
V = 20.004 V = 20.004 V = 15.004
e = 0.05 e = 0.06
DS = 80 km/h DS = 80 km/h x
PIM Y23
i /
PROJ. REFERENCE NO. • SHEET NO- TOTAL SHEETS
? R-21168 ,6,?_JI•/ {?-
0.1 m
0'x
CL 'A' RIP RAP
LBm (Z 1NICN
W/ FILTER FABRIC
DITCH LINER
RDWY FROM STA TO STA SIDE
pR /i -Y23-REV. 9+20 9+65 RT.
60 r SF VARIES TO MEET GRADE
? LS
SNIPES, DOUGLAS R. r SEE PROFILE
DB. 1766 PG. 33.34 08 w O.J
0.3 SHOULDER , WIN
DB. 1713 PG. 239.240 .?
a 1 4n DR MIN. r
f MIN. r MIN. CL '8' AIP RAP
RIP K))RAP W/ 1HIR(
- CL •B'IC
W/ FILTER FABRIC W/ FILTER ABRIC
3.9 r18t1
d B SPECIAL DITCH LAT. "V" DITCH
I. R
BQY+Y FROM sTn TO STA ME MAR N FROM STA TO STA 5M REMARKS
9
sa -Y23-REV. 10+03 10+20 LT. -L-REV. 80+48 80+55 RT.
-Y23-REV. 10+20 10+40 LT. NO RIP RAP -L-REV. 80+60 80+80 RT. NO RIP RAP
QA -Y23- 11+40 11+80 RT. NO RIP RAP
EXISTEP VA EMENT 3.911.9 r1
J-31.43- 3• rl.8r 6 eJR .
3
.969 C 50.000 senw i}
(-Y23-) (t-REV)
I ? / 458 '
CANDLER, W. W.
1

+80 x-x._x_x_x'.
k?\ _
61 r
L7?
0.000
(-L-REV.
?\\\
WILLIS. A. P.
TO I
+73 }\\\
CL. "I" RIP RAP k\\ DB. 280 PG. 258
OB. 255 PG. 85 ,?•Y
V
.? 40.500
)
--REV EST. 35 TONS \\\
4 72"
o B0
5.951
REV
~
3 k\\

SC 81+31.890 -L-REV. ?k ?s C

PROP. R/W

7
.)
(
l-
3SBW 00
23.000
\
{

(-L-REV.) ll
?
c A-
Q 80+86.890 -L-REV. CD
_ _ V o
TAPER a
..... - --.;t . `?-? ..-•_..+ I 55m TAPER ' 35m 'S
J
?' T _{- ?-_ a a ? ol- JAPER 1'(1(!l ?F?
...?.y .. y ? y y m
7.5
m ROP. 2.1x .8 RCBC I m 1 (TYP
a W/TAPERE INLET x o '
& BEVELE HDWL _ I _ R EV.
S C) + C?? b 61 L
$ y
x ? WILLIS: A. P. Y
Cg a /// - +00 1. 08. 280 PG.-250 d
19.000 OB. 255 PG. 85
DNS: (-L-REV.) C\ - --
1 )
LAT "V" DITCH POT 80+24.501 -L-REV.=' ~ ' -
( m I ' .
- Y ,Sr 20 C.M. D -.D E CA) POO 11+19.450: -Y23 REV.
ITCH W/ CL: POT 11+19.450 -Y23- +_u \--PROP. R/W 46.000
II 8
Q .. (] ZRIP& F.F. .... -. ,. - - .. 40.500 (-L-REV,
EST 5 'TON 14 S.M. 1=64a Glut- "3T' 7 C.M. D. B - I-L-AEV.)
_j-+67.61 GPOC 11+20.156 -Y23-
o ? a Q PROP. R/W 3'q+1'`Irl
? 2.•}rl.ll a -Y23- -Y25-
Flt
END CONSTRUCTION 10+74.Srut PI = 11+20.9 PI = 12+07.057 PI = 10+80.160
+6o POT 11+80.000 -Y23- Q 1'56' 6.0" RT. Q = 4'39' .0" RT. Q = 1812'00" LT. Q = 43'20'50.5" LT
3Y962 )! p T . 31 T = 23 T = 15.217 T 11.923
Q L= 21. 1 L= 70. L= 30.177 L _ 22.697
PC 11+91.839 -1x23- R 636.0 R - 870.00 R = 95,000 R = 30.000
58 /(J e = exist e e = 0.07
CANDLER, W. W. DS = 50 km/h DS = 20 km/h
DB. 1112 PG. 382 JCI 12 PI 10+13.6 PI 1'0+46.4
DB. 1085 PG. 697 I Q Q = 15'3 ' 0.0" RT. Q = 40'2 ' 0.0" RT. REFERENCES:
OB. 736 PG. 278 FOR -L-REV. PROFILE, SEA SHEET 21.
DB. 417 PG. 190 a T = 69 T = 99 -FOR -Y23-, -Y23-REV. AND -Y25- PROFIL
Q L = 27.1 L = 36.9 26.
PT 12+22.016 -Y23- R = 100.000 R = 52.500 SEE SHEET NOTE:
A„?Q -DRIVEWAY RETURN RADII ARE 5m. CONSTRI
WITH ASPHALT UNLESS OT'r.ERWISE NOTED.
1 t
?0 11
80 a5
REV. '1[
+95.5 3.6
II
:; I
-Y24-
PI = 10+ 1,944
A - 4 48'00.0" RT.
T = 2.110
L = .045
R - 55,G00
N
?LLJ
W _C
J
O
s1 N
x
+0G
46.000

97 CPI = 731
86+15
PI _
= 81+97,!393
300.0" LT. C
.0" RT. .
23'21'00.0" LT.
Bs
7'19.9"
2*/ X T = 50.026
Ls 0.000 L = 98.664

Ts
223.198 -
R =
242.100
Lc - 16.904
R = .000
= 40. 4
V = 20.00 \ \
VARIES TO MEET GRADE ,
SEE PROFlI£
o
Mw.
.M1FR
OER
? ?A
MCI- ? k1 POINT
SPECIAL DITCH
RDWY FROM STA TO STA ME
-L-REV. 83+00 83+35 LT.
-L-REV. 85+05 85+50 RT.
MIN. 1.5m
0.3m .08 Q
F
0.3m :7
7%1
MIN. CL. "B" RIP RAP
W/ FlL IR FABRIC
LAT. "V" DITCH
gp}4' ' FROM TA TO STA $i QE REMARKS
-L- REV 85+02 85+30 LT. NO RIP RAP
-L- REV 85+40 85+65 LT.
-L- REV
PI = 82+34,485 PI = 84+71,259 PI = 85+69.805
A = 31'43'44.1" LT. A = 16'30'43.7" RT. A = 0'42'39.0" LT.
As = 2'55'47.6" T = 45.707 T = 1.502
Ls = 45.000 L = 90.780 L = 3.004
Ts = 147,595 R = 315,000 R = 242.100
Lc = 198.661 e = 0.08
Rc = 440.000 DS - 80 km/h
U = 30,004
V = 15,004
e = 0.06
DS = 80 km/h
.. 1z Sm
FL5rTf0? M Nm
T +
LAT. "V" DITCH
RDWY FR M TA TO STA SIDE
-Y24- 10+60 10+87 LT.
°l

END STATE PROJECT R-2114?0;
3W / I
17 "1- / ( J o e
P0
N By
® 63
EDMONDS, JAMES M. & SUTTON, JOHN R.
DB. 1465 PG. 32,33
D8. 1457 PG. 352,353
00
H
D. 0. E.
eJ5 ????\
M1 \
I S
?j .
I
1

PINKERTON, THOMAS C. Q
DB. 1672 PG. 519,520

REFERENCES:
-FOR -L-REV. PROFILE, SEE SHEET 22.
NOTE:
-DRIVEWAY RETURN RADII ARE 5m. CONSTI
WITH ASPHALT UNLESS OTHERWISE NOTED.
PROJ. REFERENCE NO. SHEET N0. TOTAL SHEETS
?,h R-21168 EC 2? ?alx I;
PLANTING DETAILS
SEEDLING /LINER BAREROOT PLANTING DETAIL
?9TATP. 9TAw PR0.IECT R¢IP.RENCE N0. 41N.IiT TOTAI.
.?J. '..llflt1'Y
SrAT? P' gpLVp, - F..LPAOI,VO: - OP,ICRIPTION
REFORESTATION
11
HEALING IN
1. Locate a healing-in site in a shady, well
protected area
2. Lmavate a flat bottom trench
300mm deep and provide drainage.
3. Baekfill the trench with 50mm well
rotted sawdust. Place a 50mm layer of
well rotted sawdust at a sloping angle
at one end of the trench.
4. Place a single layer of plants
against the sloping end so that
1 1 r
the root collar is at ground level.
i ?.
5. Place a 50mm layer of well rotted I ', f; f
sawdust over the roots maintaining 1 ry 1 ?"?"?
a sloping angle.
J_LI__l J_[r_
I.
yi..
6. Repent layers of plants and sawdust
as necessary and water thoroughly.
ROOT PRUNING
All seedlings shall be root \
pruned, if necessary, so that
no roots extend more than
250mm below the
root collar.
t
0 TREE REFORESTATION SHALL BE PLANTED 1.Sm TO 3.Om ON CENTER, RANDOM SPACING,
AVERAGING 2.5m ON CENTER, APPROXIMATELY 1680 PLANTS PER HECTARE.
REFORESTATION DETAIL SHEET
N.C.D.O.T.- ROADSIDE ENVIRONMENTAL UNIT
I
I
I
JJ
DIBBLE PLANTING METHOD
USING THE IBC PLANTING BAR
I
50mm
T`. rl I- F II I 'i q, If-IIJ W
??II IHI?I P I?I?I II I Ifl-I
II_III?I iII?u???JII I ?I 'hI'?IL_ II ? i It` II-n-?il_ '
X41 1 r'll ]ll J
III I
1. Insert planting bar 2. Remove planting bar 3. Insert planting bar 50mmj
as shown and pull handle and place seedling at toward planter from
toward planter. correct depth. seedling.
II
I ??
?I I?
li
..,1.-+11-11
II
? r?l
I? ?
I
I
II?
4. Pull handle of bar 5. Push handle forward
toward planter, fuming firming soil at top.
soil at bottom.
r,
rt ' i i_ III
I= III I I I ?? I I
III III II

it
I
1 11 ?i
II ??I?r I,l?lll
I III 1L? i?
??il INII?'m?l
6. Leave compaction
hole open. Water
thoroughly.
PLANTING- NOTES:
PLANTING BAG
During planting, seedlings
shall be kept in a moist
canvas bag or similar f .
container to prevent the
root systems from drying.
IBC PLANTING BAR
Planting bar shall have u
blade with a triangular
cross section, and shall
be 300mm long,100mm wide and
25mm thick at center.
'6853>i3 itifl MIF. S8S58
SDGN843888$38$85t'E88
'S
6$84U$$IjS45TASERNA'tnE$$$S
88
'

PLANTING DETAILS
SEEDLING /LINER BAREROOT PLANTING DETAIL
HEALING IN
1. Locate a healing-in site in a shady, well
protected area.
2. Excavate a flat bottom trench
300mm deep and provide drainage.
3. Backfill the trench with 50mm well
rotted sawdust. Place a 50mm layer of
well rotted sawdust at a sloping angle
at one end of the trench.
Z
4. Place a single la r of plants I
a9ninst the sloping end so that f
the root collar is at ground level.
i Place a SOmm layer of well rotted
sawdust over the roots maintaining
a sloping angle.
1 _i 1 L L ?JJ
6. Repeat layers of plants and sawdust
as necessary and water thoroughly.
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
SOmm
lhll ' I ? T I I ! ! _? ?1 i
=ul g rl !? ?!, I
Atill
I'!
TT?r-T
L Insert planting bar 2. Remove planting bar 3. Insert planting bar i
as shown and pull handle and place seedling at toward planter from
toward planter. correct depth. seedling.
1 /

I? ??

?
I-' -
it I

T
?4L
??IILII
III I I

1
??? I? I -
N
II_I TI
HII I T-?I
111

?,i T?II I II
I!al it :L!I -
li II_?IL-I I
4, Pull handle of bar
toward planter, firming 5. Push handle forward
firming soil at top. 6. Leave compaction
hole open. Water
soil at bottom. thoroughly.
P1--kN TING NOTES:

PLANTING BAG
During planting, seedlings
shall be kept in a moist
canvas bag or similar
container to prevent the
root systems from drying.

IBC PLANTING BAR
Planting bar shall have a
blade with a triangular
cross section, and shall
be 300mm long,100mm wide and
25mm thick at center.
ROOT PRUNING
All seedlings shall be root
pruned, if necessary, so that
no roots extend more than
250mm below the
root collar.

STREAMBANK REFOIDESTATION
DETAIL SHEET
N.C.D.O.T.- ROADSIDE ENVIRONMENTAL UNIT
'6$'SB$$SYS if ME$'t$$'$
't$i$$t$$$$$$$$$$UGN$'$$$l-$$$$$$$$$$$
$'$$$USERNAME$$$$
rr.Tr 9TAT6 PROIRCT RRFRRANr.R N4 'x,:?Y?1' ;JT.11. ,
xnxn
N.?.? R-2116B
STRfB PR- P.-P0.01.N4 YY:NP116

? TYPF. I STREAMBANK REFORESTATION SHALL BE PLANTED 0.9m TO 1-52m ON CENTER, RANDOM
SPACING, AVERAGING 1.22m ON CENTER, APPROXIMATELY 6726 PLANTS PER HECTARE.
? TYPE 2 STREAMBANK REFORESTATION SHALL BE PLANTED 1.8m TO 3.Om ON CENTER, RANDOM
SPACING, AVERAGING 2.4m ON CENTER, APPROXIMATELY 1680 PLANTS PER HECTARE.
? NOTE: TYPE LAND TYPE 2 STREAMBANK REFORESTATION SHALL BE
PAID FOR AS "STREAMBANK REFORESTATION"
STREAMBANK REFORESTATION TYPICAL
TYPE H
TYPE I
5A
2.4 NIET.
it
NhT.I
STR[ NI
STREAMBANK REFORESTATION
MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING:
TYPE I
50% ' 3SALIX NIGRA BLACKWILLOW 300mm - 460mm BR'
50% CORNUS AMOMUM SILKY DOGWOOD 300mm - 460mm BR
TYPE 2
25% LIQUIDAMBAR STYRACIFLUA SWEETGUM 300mm - 460mm BR
25% PLATANUS OCCIDENTALIS SYCAMORE 300mm - 460mm BR
25% PRUNUS SEROTINA BLACK CHERRY 300mm - 460mm BR
25% BETULA NIGRA RIVER BIRCH 300mm - 460mm' BR
? SEE PLAN SHEETS FOR AREAS TO BE PLANTED

N
MN
l' l
O
0V
mss/
V
O
Q00
Prepared in the Office of.
ROADSIDE ENVIRONMENTAL UNIT
DEPARTMENT OF TRANSPORTATION
DIVISION OF HLC3H W.?? S
RALEIGH, N.C.
1995 STANDARD SPJa(71FICA'TI(0NS
ROADWAY STANDARD DRAWINGS
The following roadway metric standards as appear in "ROADWAY STANDARD DRAWINGS"
Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated July 18,1995
the latest revision thereto are applicable to this project and by reference hereby are considered a
of these plans:
1605.01 Temporary Sill Fence 1632.01 Rock Inlet Sediment Trap Type A
1622.01 Temporary Berms and Slope Drains 1632.03 Rock Inlet Sediment Trap Type C
1630.01 Silt Basin Type A 1633.01 Temporary Rock Silt Check Type A
1630.02 Silt Basin Typk11 1633.02 Temporary Rock Silt Check Type B
1630.03 Temporary Silt Ditch 1634.02 Temporary Rock Sediment Dam Typ
1630.04 Stilling Basin 1635.01 Rock Pipe Inlet Sediment Trap Type
1630.05 Temporary Diversion
' OW-FI1 !CARIOILI-N'?,
D'FIPART?11-'INT OF TRANSPORTATION
PLAN F0`R PROPOSED
HIGHWAY EROSION CONTRI O L
BUNCOMBE COUNTY
LOCATION: N.C. 151 FROM JUST NORTH OF SR 3454 (LOWER GLADY FORK ROAD)
TO JUST SOUTH OF U.S. 19-23-74 -
TYPE OF WORK: GRADING, DRAINAGE, PAVING, CULVERTS, STRUCTURE, SIGNING, SIGNAL,
LONGLIFE PAVEMENT MARKINGS & SNOWPLOWABLE PAVEMENT MARKERS
rG
c
94,t? pS
BEGIN STATE PROJECT R-21168 N o j 23
POT 48+79.673 -L- y r" ?a„IT Q
6,` ..
1 n202176686<E273'28.9?SS 61 1`??'?""?--•d r? /? - ?,i?C )0
; C1,
a a
-L-REV. I G ^" '3 F??
\ -Y19 u- _ ?y1?? -Y218- 1 r NC 151
I M it
?^ 6 1 i li 1 -Y21h- Y25 w
1, . Vtie- _L_ t #? NC 1 ?-1? l,I, 4? .. ? 1J R? I r 2?ti
EV p'
BEGIN BRIDGE
S„ ')1
POC 75+53.000 -L-REV. {
END BRIDGE `
.-' „ NC 151.! POC 76+21.000 -L-REV.
OG??v tct ??/TS 65+74.916 -L- L.B. _
NC POT 65+74.916 -L-REV. LA.
ENO STATE PROJECT R-2i16B J
POC 85+71.306 -L-REV. L.G.
PRC 85+65.705 -L- L.A.
- N 2C47826156 E 27 5766)08
BEGIN STATE R W PROJECT 6.841027
POT 48+49500 -L-
EROSION AND SEDIMENT CONTROL MEASURE
5fa` Descr;vfion Sy -hol

1630.03 Temporary Silt Ditch _...____._._.__. n a -
1630.05 Temporary Diversion. _.._........__---- ._.___ TD ?-
1605.01 Temporary Silt Fence .__........_.._.---- Hi
1622.01 Temporary Berms and Slope Drain- _----------- --- _...
1630.01 Silt Basin Tape A-._....... _.
1630.02 Silt Basin Type B.---
1653.01 Temporary Rork Silt Cheek Type°.?._-----
1633.02 Temporary Rock Silt Check Type-B...._
1634.01 Temporary Roch Sediment Dan) Type-A--- --...
1634.02 Temporary RDck Sediment Dam Type-B-. .
1635.01 Rock Pipe Inlet Sediment Trap Type-:\... -
1655.02 Roch Pipe inlet . ediment Trap T pe-B..-
1636.01 Rock Silt Screen..-._ _ .
2
1630.04 Stilling, Basin 1511
Roch Inlet Sediment Trap:
q
OR
-A
1632.01 _.
Type \ ...
B - OR B)
1632.02 T`pi B
' c
air
c I
1632.03 ago
'Gyve (
THIS PROJECT CONTAINS
EROSION CONTROL PLANS
FOR CLEARING AND
GRUBBING PHASE OF
CONSTRUCTION.
TROUT WATER(S) EXIST
ON THIS PROJECT
Trout Water Zeaete) Eaiat
From Sta 19.tit to Sta.9r2L1-f.
Refer To E. C. Spacial Pravi i-
[ Specul Cemrdentioaa
1

NOTE:
PLACE TLMPORARY ROCK SEDIMENT DAMS
TYPE-B AND TEMPORARY ROCK SILT
CHECKS TIDE-A AT DRAINAGE OUTLETS.
co
-4-
i
y
PRC.:. REFERENCE n0. SHEET NO. TOTAL SHEET
R-2116B
STATE PROJECT NO. F.A. PROJ. N0. DESCRIPTION
CLEARING AND GRUBBING
EROSION CONTROL FOR
J I 'I CONSTRUCTION -
FLOW
II II ' I
E I ?^I 3a1.5AI
O I 0 1.5 LAIEIR
1 ?
Lc)
cr) h `? 0
1.5 vJ w
CF
iL
w
z
z..
U
Q
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DA:IIS
TYPE- B AND TEMPORARY ROCK SILT
CHECKS TYPE-A AT DRAINAGE OUTLETS,
No separate payment will be made to divert water at the culvert
site. All costs for temporary channel changes shall be included
in the Lump Sum price hid for Culvert Excavation.
LC)
CONSTRUCTION SEQUENCE
1. CONSTRUCT STILLING BASIN (78 M3).
2. CONSTRUCT TEMPORARY CHANNEL CIIANGEWITH LINER.
3. CONSTRUCT IMPERVIOUS DIKES.
4. CONSTRUCT RCBC(CONSTRU("I'SILLSAND PLACE NATIVE
STREAM BED MATERIAL ON CUI.VIiRT FLOOR).
5. DIVERTTRAFFIC.
6. REMOVE EXISTING RCBC.
7. COMPLETE ROADWAY.
v
I-
t11
I
O
Lf)
W
-r
U
Da - \ -- _? -__
-STD
TD TD
D ---TD TD TO
OF
LL
5C
_ I ?? - t^1?2?lad5 =
?w '1- 71.114 -.DC I !.- - - ?
4OQ, _
r?IPaRazY ? ? '_-.
41NlJFl t ;_ e k R MOV•
GIaJvE L/ a=t
I?I(N LI.IEK ?? _ ?? 1 ? n
rT. 4C. N. 0.J.S
PPOJ. REFERENCE N0. ?HGLI NU. IUTAL 7Ntt1
R-_116B IF. 4-
STATE PROJECT NO. F. A. PROJ.-NO. DESCRIPTION
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION - 5
-Y16-
N
3. -DET
C
-} _ -- _ _
.-f
-- C
1-
600..
i11111011111 1!
600mm 1 li i'11111`0 ?
BSI 911®f -'i Flu uP ll?l??l1©I
ITr(r?l .,, r?lrnmr_
SPECIAL SEDIMENT CONTROL FENCE

WETLANDS
-r W AL SEDI.AE.lr
4oJf-goL f'JcE

I ! 1iI ? z
of °
?JI, I I--
? I? Iw
-To
s - - - ------- -
w
Y Ao . . ?G
PDE
? MO7j
rot ` FLOW
'o
i
i
o;
z
r
w?
wi
NOTE;
PLACE TEMPORARY ROCK SEDIMENT DAMS
TYPE- B AND TEMPORARY ROCK SILT
CHECKS TYPE-A AT DRAINAGE OUTLETS.
I,-
0
z
w
w
r

PROJ. REFERENCE N0.
R-2116B SHEET NO.
?..? b TOTAL SHEET
STATE PROJECT NO. F.A. PROJ. N0. DESCRIPTION
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION -
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS
T1TE- B AND TEMPORARY ROCK S[LT
CHECKS TYPE-A AT DRAINAGE OUTLETS.
PROJ. REFERENCE N0.
1

- - - --_.----
R-21166

SHE
ET N0.
------- --

OTAL SHEET
STATE PROJECT NO. F.A. PROJ. N0. DESCRIPTION
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION - 7
Q0
C
F-
D`-? ? ? ys_?_1

NOTE;
PLACE TEMPORARY ROCK SEDIMLNT DAINIS
TYPE- B AND TEMPOBLA RY ROCK SILT
CHECKS TYPE-A AT DRAINAGE OUTLETS.
PROJ. REFERENCE NO.
R•21i6B SHEET NO.
g TOTAL SHE
STATE PROJECT NO. F.A. PROJ. NO. DESCRIPTION
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION - 8
1
rj
O.
w?
N
?t-
CD
?\\ _ .. _"r rT. ?Yp .i?r"+TD??rrTAr TD-
r?J"w? . ,. ?r as T r
., ff

IQ

A
- L-
l -L?
F ---
?vs
iS
S1CrrGg5/A/
- , A„`
s!-lo
- F
wETLANDS
p
.T ?. !IL

O
7
{-
w
w
//z^
vl

I?
\ i? G
? 1
e
61
NOTE.
Pl..ACE TEMPORARY ROCK SEDIMENT DAMS
TITS- B AND TEMPORARY ROCK SILT
CHECKS TYPE-A AT DRAINAGE OUTLETS.

WFOZ \
-Y20A-
c0 C
C?
LJ r i
i
I
i
?yd 2.2
-4MGI -4 Le c
PIST-A
k ??-- ?'?_------ -L-REV.
\`?g I WETLANDS L -
?L
IV-
WETLANDS r
L te ??
w 1?,
?I
r
I/
REV.A
r

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/
O
0
l-
LL
?Lr?L.!-!
I
01)
D
- ?
1 z,
-------_-
=>
PROJ. REFERENCE NO.
R-2116B ,HEET NO.
.Q TOTAL SHEET
_
STATE PROJECT N0. F.A. PROD. NO. DESCRIPTION
CLEARING A'D'D GRUBBING
EROSION CONTROL FOR
CONSTRUCTION
- ?

r?
?d
11
51,_1 QAStAt TYPE .A? P 4
l !
o aERPoRPITD
/ ISER ...
,
r
rc
-Y21Q-
- N
4
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS
TYPE- B AND TEMPORARY ROCK SILT
CHECKS TITE-a AT DRAINAGE OUTLETS,
I / .'. / 3.1°1.67
ay'-TS--D--
r -L-REV.
3.vtigtl /? 0
-9 Q,
ITO?'? ?
IhL? ?,??_ I? ToE
LLA
/ -Y2I A-
4

PROJ. REFERENCE .10.
R-2116B SHEET JIO-
R6, TOTAL SHEE
STATE PROJECT N0. F.A. P90J. N0. DESCRIPTION
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION -110
PG

I \

ti
Q
Z
W
Vl
0
z
Vi
?f
oA,hfl?5(?uFslext.tvv? B

10
MOL
+1.5.1

,1.1, I

NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS
TYPE- B AND TEMPOIIARY ROCK SILT _
CHECKS TYPE-A AT DIUVNAGE OUTLETS.
PROD. REFERENCE NO. SHEET NO. TOTAL SHEETS
R-211613 la f
STATE PROJECT NO. ° A. PROD NO DESCRIPTION
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION -11
,
,
1
I
Ilk,
Y1.2_-REV,
lo\ FLO
\X
\1`
1
N
I

cp
1 I ? fi ?-
1 1
1
1 `
. . . -3L2.I?1r1
T' - -DRIB VE3? O
57, icE
1 A?
POE
- ico
I
I

c
z
L
CC
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS
???S / TlPG B AND TEMPORARY ROCK SILT
r
?•Ir 2.171 /? CHECKS TYPE-A. AT DRAINAGE OUTLETS.
\
65 C6 /
TC6
-Y23-REV;--/
Q)
?\ '\\ \ 3 71.871
\ \ I•S4.?EIR
C? \ 1
\ \ F-7717, l
? 15 R
Q A?
I,
.? STD-- Qti? zoly i
T-D
_TD.
co
,J
(1
Q
5
tl
I . r7.171 l
I 15 E
I

I CONSTRUCTION SEQUENCE (
I. CONSTRUCT STILLING BASIN (48 M3).
2. CO NSTRUCT TEMPORARY CHANNEL CHANGE WITH LINER,
3. CONSTRUCrIMPERVIOUS DIKES.
I
4. CONSTRUCT RCBC. (CONSTRUCT SILLS AND PLACE NATIVE
I STREAMBEUhIA'f
ERIALONCOLVERTFL00R).
COMPLETE
S, ROADWAY.
it 'CANDLER, W. W. `
3 R=15m
1
I,
TE-IPaRn2Y 1
?J.iaW,IEL _
y ,lalve
nnII
''Ji I ?IrN LI??
A5?'IC,
PPOJ: REFERENCE NO.
R-2116B SHEET N0. TOTAL SHEET
STATE PROJECT NO F .A. PROJ LO.
- ----------- DESCRIPTION
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION - IS

W
+73 1 -1
40.500 E
L_REV) WD
? d0
?? 359 J
L-R51EV),
O gwlC
1``t
1
7-'&R11EVALlY INLE
HOWL
LAT. 'V DIT
EST. 20 C.M.
,)I TCH W/ CL.
RIP , ' & F.F.
A Tnu . I1 Q 1'
?? II
t
I t
t ?' O
ao
^f1
I
1
n
?4L.--y.? 1
Nu separate payment will be made to divert water at the culvert lam, ?''? 00
site. All costs for temporary channel changes shall be included
in the Lump Sum price bid for Culvert Excavation.
fLON N l t J 50 - +80
1 f 4_500 0.000
r
I z --kEV.) (-L-REV.
(+L. I ??
t , r t
t ?
I I
f 'per //
VOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS
TYPE- B AND TEMPORARY ROCK SILT
CHECKS TYPE-A AT DRAINAGE OUTLETS.
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION -13
L
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STATE. PROJECT NO. F.A. PROD. I DESCRIPTION

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PI = 10+33.736 PI =
A = 64'15'12.0" RT. A =
T = 28.258 T =
L = 50,464 L =
R = 45.000 R =
-Y15 -
PI = 9+80.172 . PI = 10+11,560
A = 18'20'05.0" LT. A = 9'06'58.0" LT.
T = 20.172 T = 11.560
L = 40.000 L = 23.070
R = 125.000 R = 145.000
e = 0.04 e = 0.04
DS = 50 km/h DS = 50 km/h
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VARIES TO MEET GRADE
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-Y15- 10+40 10+57.5 RT. NO RIP RAP
:.000 DATUM DESCRIPTION
.04
J km/h HORIZONTAL: THE LOCALIZED COORDINATES USED C
THIS PROJECT ARE BASED ON THE STATE PLANE
COORDINATES OF NCDOT GPS CONTROL MONUMENT
"R-2116-11". NAD 83 COORDINATES ARE
NORTHING: 204960.9403 EASTING: 275641.6389
THE COMBINED GRID FACTOR IS 0.99978058
GF THE BEARING AND DISTANCE FROM -L- P.O.T.

/ STATION 48+79.673 TO "R-2116-11" IS
i N 42' 03' 54.8" E 3750.430m
THE BEARING AND DISTANCE FROM -L- P.R.C.
"
"
STATION 85+65.705 TO
R-2116-11
IS
N 20' 01' 35.5" E 189.801m
VERTICAL: NATIONAL GEODETIC VERTICAL DATUM
OF 1929
POT 47+ 45.549 -L- _
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hr°. EST 98 TONS
92 C.M. D.D.E. s4 16 z°',?`0'
[EST.
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PI _ 56+96.300
A = 18'15'00.0' RT
es = 0'44'15.8"
Ls = 60.000
Ts = 404.259
Lc = 682.158
Rc = 2330.000
U = 40.000
V 20.000
e = 0,02
DS = 80 km/h
\\ +59524 L0
_y18_
PI = 10+24.708
A = 7'36'00" RT.
T = 24.708
L = 49,344
R = 372,000

8
YOUNG. KENNETH THOMAS &
JACKSON, LINDA YOUNG
OB. 1652 PG. 58,60
/ C ----- --
YOUNG.-KENNETH THOMAS &
JACKSON, LINDA YOUNG 4,d E
OB.1672 PG. 153,15.
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PR J. REFERENCE NO. SHEET NO. TOTAL SHEETS
R-21168
22
HUGHES, THELMA J.
DB. 796 PG. 541
D8. 908 PG. 242
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+ 51 cc
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.GW o.o0 6. -
D
ID
eN 20
y
CL "A" I A
+I__ OBLITERATE W/FILTER FA
C Ga EST 18 TONS S.M. POUND ROBERT DEWAYNE ° ?.4 ?5 12 I k? (n
1583 PG. 288
Ai 2.2A C ?
Qf33 _---_-_-- Q ?k
S M1?'?0 E iR=sa, _ dh 1I ------- --
- "`- ----------? - W
D
+?sN Z
_
243 \ -------?-------- © +00 1
32.000
.6T =V PROS/ \ fl°?/} PROP © 4R +95 Z
+60 dE 34664 . R/W © C qGf:
33.350 +70 I'-
40.089 } Q
I ?
7 EAR
\ I9
\ SMATHERS, CARLA MARIE
MARK KETTRON
SMATHERS, OB 1583 PG 290

51.000 0 158.000 ` 65.000 p8. 1583 PG. 283
r
. ?wttt
PO ^1y, Q 1:J TDE I 15
M1"&a4 LAT. 0.6m BASE DITCH LINED CHILDS, WILLIAM F. +
13A +045 W/EROSION RESISTANT MATERIAL
60.000 DB. 712 PG. 249
OWENBY, JERRY LEE I.Om BASE TAIL DITCH W/ DB. 232 PG. 122 °
STD. ENDWALL CL. "B" RIP RAP & F.F.
• ZEST. 41 TONS & 111 S.M.
EST. 15 C.M. D.D.E.
SPECIAL TYPE "A" SILT BASIN (900 mm PIPE) -
TOP OF DAM = 684.5
TOP OF RISER = 683.7
TOP OF OVERFLOW SPILLWAY = 684.0
SURFACE AREA = 425 S.M.
AVAILABLE VOLUME = 378 C.M.
DENUDED AREA = 2.0 ha.

-DRIVEi-
PT 9+95.200
OB
-
PC 10+05.000
DRIVEL-PT 10+14.327 -DRIVEI-
D
O PINC 10+90.000 -DRIVEI-
,L = 6'55'24.2" LT.
of POT 11+10.315 -DRIVEI-
O POC 54+84.000 -L- =
-DRIVE1-
PI = 10+10.564 '
s
= 78'35'08.1 LT.
T = 5.564
L = 9.327
R = 6.800
HUGHES, THELMA J.
DB. 796 PG. 541
DB. 908 PG. 242
DB. 1296 PG. 360
REFERENCES:
-FOR -L- PROFILE, SEE SHEET 15.
-FOR -DRIVEL- PROFILE, SEE SHEET 27.
NOTE:
-DRIVEWAY RETURN RADII ARE 5m. CONSTRUCT
WITH ASPHALT UNLESS OTHERWISE NOTED.
T
0
O
k /
0 L // R
O "m"
1 v
cp_'yr_ m.
55i?Wj I _n
N-\gbl1, i o er
X52 YOUNG, KENNETH THOMAS JR.
Y'` OB. 1672 PG. 151 ?/(„'
11
f
40
r

t
0 0 a
22
HUGHES, THELMA J.
DO. 796 PG. 541
OB. SOB PG. 242
DB 1296 PG 360
LAT. 0.6m BASE DITCH I
CL. "1" RIP RAP & F.F.
EST. 24 TONS & 42 S.M.
EST. 90 C.M. D.D.E.
LAT. "V" DITCH W/ CL
CL. "B" RIP RAP & F.F.
EST. 19 TONS & 63 S.M.
EST. 54 C.M. D.D.E.
1? 1`4ft+
-L-
PI = 56+96.300
A = 18'15'00.0" RT.
@s = 0'44'15,8"
Ls = 60,000
Ts = 404.259
Lc = 682.158
Re = 2330.000
U = 40.000
V = 20.000
e = 0.02
DS = 80 km/h
+
3
A
END FENCE
R
G/
• / o
PROP. R/W /
/ In
0 "B" RIP RAP
CL

Z .
& FILTER FABRIC +40 /
EST. 4 TONS R/1Y
EST. 6 S.M. 4-STRAND
BAxBEO-WIRE 11

LLI FENCE

w +00
20.000 150 C!
PRING
BOX 19 y

e

_ +60
17
`
0
' 18 PROP. GUARDRAIL
J 0
.
FALSE'SUMP?.
. 2-GG

O ry MELT
-
p ryIN . t -
?""z-?.,-> ?•''-"' FALSE SUMP
a

cn 0 .3 1.1 - ? +so
23.000
- \
C SP. BERM DITCH W/ +
H
CL "B• RIP RAP \
J \kasgW l &F,ILTER FABRIC
+00 \ 1 EST. 24 TONS
STD. ENDWALL
32.000 X (` EST 78 S.M.
S ` (
1 SP. DITCH W%
22 ' GL 'B" RIP RAP
'
x
,
p i
- FILTER FABRIC
&
'
'

Q PROP.
L
' s F. 7HEUJa ES
CNS
9
EST. 26 S.M.
.
DB 796 PC 541 _
G D8. 908 PG. 242
06. 1296 PG. 360
D
[4 "A" RIP RAP
(2m LT
I.Bm W/ FILTER ABRIC
DITCH LINER
RDWY FROM STA TO STA ZU
-L- 61+10 61+40 RT.
VARIES TO MEET GRADE
SEE PROFILE

36.0
sw?- -
„ nss':s
?E
/ g
yo
In
a
/? 25
GUY, MARVIN S.
DO. 1613 PG. 140
0 ?
5'9j5 A •y?
24
SUTTON, ROY H.
DO. 963 PG. 279,280
5 A2.3.1
I.5 L IEJ aP
CL LT RIP RAP
& FABRIC
FILTER
EST. 2 TONS
EST. 6 S.M.
s??r Cw
\ +05
\ C22.500
DE
N 1R
CCNC
: 23
EIP
MORGAN, MARY JANE ?+?,F
' DB. 47 475 PG. 82
PIS DO. 549 PG. 551
20 J= D8. 908 PG. 210
i a? i +' T \S r i.l

3m
SHOULDER +1 uln.
POINT
IN
CL. "S" RIP RAP
(,Jm THICK)
F18 R1
SPECIAL DITCH
RDWy FROM STA TO STA SIDE
-L- 58+90 59+00 RT.

24
SUTTON, ROY H.
DB. 963 PG. 279,280
0 00
+80
f3 a0.
000 0
PROP. R/W c0 4 1% I 0 z
-C

+90 .
STD. BER I ITCH) \27000' \C `\ fl 0 p 0 `( F2Zy 0a Z
STD. BERM
OUTLET 0 -
ITCH W/ RAINAGE
RIP RAP
R FABRIC
TONS 0 0 -? ?----'-? Q
0 + f3
Q 44.000 Q - ,- 0• ..Sro?RM DITCH Q
. 23. \ Q 0 0 /45000 PROP R/W
0
MORGAN, MARY JANE
DB. 475 PG. 82 (`,S 60.t 'id 100 -1 - + 26 0
10 \
D8. 549 PG. 2551
DB. 908 PG. 210
1. m 1.5m ?cp
$ wn. n, De
ati A N:I&N° , (Jm iMlp( RAP 1 , (CL '91* RIPP ICN RM
g. I.Ln 1Y? FlL1EI1 ?ABPoC W/ FILTER 48RIO
J.Om
V.G.
SPECIAL BERM DITCH LAT. "V" DITCH
Rpm FROM STA TO STA 9@E RDWY FROM STA T TA
-L- 58+50 58+90 RT. -L- 58+68 59+00 LT.
-L- 59+00 59+20 RT.
PROJ. REFERENCE N0. SHEET NO. I TOTAL SHEETS
r R-21166-? (afer?-
a M1.
r 0
ST 60+94.199 -L-
VARIES D6
QUA'
MIN. ? oa ?y
0.3m MIN.

PoP RAP
CIL Y
W/ TER
FABRIC

LAT. 0.6m BASE DITCH
RDM FROM STA TO STA =
-L- 59+00 59+10 LT.
+. .• REDMOND. FRANKLIN L.
06.1589 PG. 691,692
3 S
s yos
up o."
ROBINSON. CAR
DB.1592 PG
REFERENCES: Q?\
-FOR -L- PROFILE, SEE SHEET 16.
NOTE:
-DRIVEWAY RETURN RADII ARE 5m. CONSTRUC
WITH ASPHALT UNLESS OTHERWISE NOTED.
2a
SUTTON, ROY H.
DO. 963 PG. 279,280
C - C LL1
I LL!
cn
A I I.
FASUMP
LSE m I ,.
''
oI N4251'00.0"E ?•- 'j p
I M O

1^,r,?-FALS(•• SU?",
181
r

fLLCLJ?

ALSE SUMP -
_
7
m

10'..450:ESY .. 0
W/ELBOW

0
,
..
1
)0.
(? of 2_8gooe

-
;

\ Q - CL. A" RIP RAP 0 0 I'-
+ \ \ \ 0 45r2.2yi W/FILTER FABRIC
EST
0 0 © Q
EST. 68 S.M.
0 (n
?V? . 11* 1,5m
C)a MIN.,
CL. .I .a9 ( I' RIP RAP MIN,
1
.5m THICK
O.Bm
W/ FILTER FABRIC
LAT. 0.6m BASE DITCH
RDWY FROM STA TO STA 5nE
-L- 65+20 66+00 RT.
VARIES
Lsm MIN
Lew
MIN.
O.S. MIN,
CL Y RIP RAP 1,
LT
R Sm
FABRIC MIN.
W/ FI
E
LAT. 1.5m BASE DITCH
MYff FROM STA TO STA Za
-L-REV. 65+40 65+85 LT.
O
O
-Y19-
T = 14.610 L 077 120. 0 PROD. REFERENCE NO. SHEET N0. TOTAL
0" RT. .0' RT.
53'00.0" LT.
9+ .436 X=6
78 X=602+ 91
4R-21168 -Ib

PI - 66+6 . fi5
s
A - 91T 0.0" RT.

9s
= \2'
F'19-9" ?
Ls '
000
Ts '849
Lc 53, 17
Rc 700. 00
V_ 40.00
?Iz ? I s? U 20
.004 PINT
\\ D8. 161
DB. 1677
/ ?' a\\ DEL 1407
??,,CLEVINGER, MARY
\I/ 28 \\ Q Q?j\ ??DB: 1318 PG.
DEGROOT, MARY B.
\ DB. 1870 PG. 384 \?'a.
0
°
a
34
BRENDELL. F. D.
OB. 605 PG. 239
a
a
\ \ \\ VII
11 / 1-2
\ ab? •' _ _ ?\?\,, \.'\\ 47.067 4 097 Q '?
.. 1
24 •t\ z - -_ 1-Q_ .. ?' 43 fi \\ © cle. __ +33 O
SUTTON, ROY H. +9 93
\II c .42,462 P RAP & FILCH W/ CL "I"
} +86 G4 ? 1 m BASE DIETER FABRIC QPROP. R/W Z
SR 1 2 E
3.5r1.8x / 29 Ml \ 3706fi ` 6T. 773 TONS & 269 S.M.+67
Flo `??. ST. 444 C.M. D.D.E. 36.075 Q+95 I-
z /+ CD J PUCKE7T, WILLIAM L. JR.
+35 NO R W _ 32.972
32.500 ?/ I 22 08. 1589 PC. 697,698 \ +82 t, S/ pp NET N R/W (-I-REV.) LL.I
`,:_ .:L1J C PROP. R/w P. R/w - \\\: _20.J21
LL j 30.73 GRA Ep\- 34 _ g P IV-
_PROP DRAIN BRENDELL 0. SPECIAL FALSE SUMP?_
_ - ?_ 2 00 OBLITERATE
-? --- ----- -?Pr.rWw ?? ?\ Q sE -H ei z ?
C ..
'° 'a +tiJ \\ \ ` _ _ - _ - _ i"` '? ' _•?? EMOVE BERYL J. ?''?\\ ! `-, STD. ENDWALL\
W
_ __ C^ Fro PROF I
s
6 REDMOND. FRANK 26 'g R p
-PROP. GUARDRAIL - - F
e(e- I 24 - 2-.oeeee_?k g?FALSE OVE 1m OBLIT\RATE
I \
/ •7
EEO- I.- . ' 2-GIsump E iDa? 7 2 I9?S? ELP.. i1 . -L .. -L-REV \ TLANOS J
.. ° .. \ E111?
Q? FALSE SUMP WC - ALSF SUMP 28 ?rc M - -
_ N
Q gvlmi •--- -E v, .105- V, 1 N42-51'00.0"E ri q`6r a °a\°' L-L1-?-°• 34
N4251'00.0- W O
olri' n __
C?j
O
FAI cc y, FALSE SUMP
N ee?op \\
.-3.6 +
-.ROP Cfl
?" '2 - ., ,. e`?? 29 _. a ... OBLITERATE Q .D ?.
oV 33 5 - .•>,,, '-800 PERFOR
I FIR /IF
z o g?le 5 2.2x POT 63+83.000 -L- Q iG / ae e w1 ?. f` n
38x LHx I / ! +00 '' \ P+ a,, G L11 n
k Q / F C 8
H--I SEPTIC 22.000 \26.269
lig"o HILL, EDWIN L F--I
, ANDY M. DB. 1528 PG. 579,580 LAT. "8" 0.6m BASE DITCH W/ PROP. R/W CL. RIP RAP &F.F. \ 0 I I 33+10 .000 DB. 1370 TURNER PG. 135,136 a B j G Q { / / EST. 92 TONS & 263 S.M. m
• U I -? Q 3 at?X -moo Q\G$ / 9? N\
/. EST. 257 C.M. D.O.E. 0
STD. BERM DITCH C I zro - -.21'WA X / / "l mo\ 4 U
xN9 &CML pp f `5
Q LSTD. BERM x? Q .L5 Q1 ,/q/' 32 +?? 3brl.7x? l i
DRAINAGE OUTLET 28 Z"
REDMOND, FRANKLIN L. PROP. R/W +80? xv CRANE. BERYL J. I'S I \\-_ -_?i Q
Q DB. 1589 PG. 691.692 49.07)0 LT U I \ ` ?-?,;JQ / D8. 840 PC. 267
^ & "'\l G 0.6m BASE DITCH LINED W
+70
4CP I x 54.00 0 W/EROSION RESISTANT MAiL pE
STD, TYPE "A° SILT BASIN (8 00 mm) TS 65+74.916 -L- L. B.
_
I S Bu \\?7 TOP OF DAM = 649.44. - +86.5
I I ASPHALT TOP OF RISER= 648.63 POT 65+74.916 -L-REV. L.A. 32 (62.500)
TOP OF OVERFLOW SPILLWAY = 649.14 CRANE. BERYL J.
I I +` SURFACE AREA 560 S.M. ? .? VOLUME AVAILABLE = 660 C.M. D8. 840 PG. 267
m
DENUUED AREA 3.5 h°. ! a `u°
x x ? , o fi REFERENCES:
7° -FOR -L-\-L-REV. PROFILE, SEE SHEET 17.
If ' ?
NOTE:
I I $ ?'?j ' 1
SlAll JEANN * -DRIVEWAY RETURN RADII ARE 5m. CONSTRUCT
?l l '6 WITH ASPHALT UNLESS OTHERWISE NOTED.
Do. 16
66 PG . 2 20 0
f

r
-Y20A- SR 1123
655
PI = 10+24.868 PI = 10+76.994
"
5655 251 1152
360
6292
'
0 1911'25.6 LT. D RT.
= 2TGi'o9.7 10555 453 650 11343
T 13.524 T = 19.221 NC •- + ?- +
L = 26.795 L = 37.726 51 2181 r46
R 80.000 R = 80,000 394 985
e = 0.08 e = 0.06 Sae
DS 50 km/h DS = 50 km/h 1457 1997
EST. ADT 2017
Y20 TRAFFIC VOLUM ES
-
- t3-`5?999-Y2 0T
0

L:
o.e ?
y 1
PI
O
B
T
"
_
Y20-REV.
POT 13+43
.000
-
(p +60592
3
'
.
L
T
N POC 67+09.217 -L-

12T i 3?40 4p- REV. 34

BRENDELL F. 0.
(-Y20-REV. t
3 + 1.5 r I
20.
L
O
- - OB. 605 PG.23
- 9 1.5 H

POT 11+15.000 -Y20A- _
I I 3'2"I POT 13+05.404 -Y2080 EV. "-?
I•
CHP
I
(ZYipA
/
d RI
&/FILTER FAB I
I
• ?,
? EST. 29 TONS
M
82 S
EST SN1. ; I +f
.
.
.
., ?X

r BEGIN CONSTRUCTION -Y20A -
P0t-10+00 000 -Y20A- °
o15m
-L- -L-REV. - Y20-REV. -Y21 A- -DRIVE2-
I PI = 765
66+6 PI 450
67+04 PI = 13+69.296
"
' PI = 12+44.270
" PI = 10+13.596
y II = .
0" RT.
91700 0 .
10'10'05.7" RT. 49.7
R
= 34'54 T. p RT.
= 59'5711.8 = 81'21'43.5" RT.
e I
.19
.
9"

¦ 2'27'19.9" T = 15.724 T = 28.840 T = 8.596
" I es = 000 Ls 60.000 L = 30.468 L = 52.319 L = 14.200
I; I
a
Ts =
49
8
Ts
= 92.295 R = 50.000 R = 50.000 R = 10.000
0. .

L
64
229 e = 0.02 c = 0.04
PROD. RFfERENCE NO. SHEET N( : TOTAL SHEETS
R-21168 IFL-Ff fCa.?,r.?
° Lc - - 53.
0 7 c DS = 50 km/h DS = 50 km/h
70
k I Rc 0 Rc 700.000 O
t U 40.004 U - 40.004 m
q WODTEN, CAROLYN
V = 20.004 V = 20.004 of PC 10+11.344 -Y20A- DB. 18os PG. 532,533 .
+55 e - 0.05 O PT 10+38.138 -Y20A-
nv - = 80 km 9
3.433 s
(-v20-RE.) DS /h © PC 10+57.774 -Y20A- I `
MEET EXISTING PAVEMENT oo ""
BEGIN CONSTRUCTfON O PT 10+95,500 -Y20A- y ?c Q E" a3 \
POT 9+93.403 -DRIVE2-
POT 12+60.592 -Y20-REV. GOINGS' KEVIN J.
O POC 67+80.000 -L-REV. 08. 1710 PG 722
?. /
( r2' `I JO
20 1+70 PC 10+05,000 -DRIVE2- as /
If 1. 2.2rl.lrl
w \
PT MCELRATH, ARTHUR
0 38rlsxl OK 10+19.200 -DRIVE2- +2
v' I I \ +BO 3•2 r l.b r l DEL 1685 PG. 285 "'
•a 58.000 / / IM
i r \ 7.000 .5 ©PT 11+40.000 -DRIVE2- a.. +oo ?'+'`? L-REV')
'IN (-Y20-REV) 1
- Y -REV. 36 +65 50.000
/ (-L-REV.)
/
4.5 N 47.000 /cR'
SPEC] DITCH SM ERS, JOHN W. PING SCE-
=sm `
I W/CL B" RIP RAP D 963 PG. 555,556 STA. 1D+69.000 -DRI 2- gV 1? +55 '/Z
& Fl R FABRIC ? = 709'54,9" LT. cE
EST 22 TONS g A•Q
1 ES . 63 S.M. a SP D DITCH .F' A 1 R=2m
• 9 P=R4: H ,p, 36 ? j 13' ST 67+96.383-L-REV. E.
ST 9RrFAB CA ?peyl` tDE Y ?
?+ o N?
+20 PIR(X R/W ?
S'.? L 47.SOD (-L-REYJ
c
?
-- __
_-- __ 0
', O
\
/ w STANDARD BERM o ?o OBLITERATE
EST 156 S.M.
\ \ PROP R 67+36.X3 -L-REV. DRAINAGE OUTLE
10.000 , R=76 n, 1) I E I v ° p 28.000 K 0 - C as 1 '42 +^°"/ \ LLI
Y2o._ PECIAL DITCH 22.000 d ?•- eE
..y (- ) G N 76' ro {- 20-REV. PROP. R/W (-I-REV.) HUNTER, MELANIE ANN
0 A 't REMOVE i' 1'E C UNIFORM TAPER A I •t,.??, B. 1685 PG 275 ?i...•?'/??
? ? - ,ae•Y o
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3 i0 DRAIN
r 1 _ ` ASP+17.5 5 1 ; o-iM1O C o-1 34 " ae ?+ ? C - - 0"?.4' OBLITERATE , 1 N :' qn? \ ? ?x
/(\ D I
` _ 20. ?- NDELL, F. D.BPECI L ITCH +a'a• / / ^\
OBUTER ,REMOVE " - A D - - -
Y '
.. 1?. -,.I-... .0 S R 'ELT. 4.5e .605 PG. 239, --C. 4 • ?BLIE
E FO 12. 0 E w
Q:?
4-ARTHUR "E
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Z C. 00 G. V 39 WETLANDS "? i-3 ttPr d.2r x _ ? _
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o "4t / ?/ \ NJ a .p o oo S Y e m5`° ..
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• • $
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:.:...?-. aI lk,
o ° U ^ - y \;.- N53'01 15.7-E lqt?
BRCNDEL PG ?[ B
DBE 605 W/li I _ - I I - of 0
`
_ I
m .Tp.PER - _ N o.? i _ cl •k^- '?- Io 90m TAPER
fZL1LP
o / SAL - RN- ELT ` W/J
-?f y w '^ ?ql- - \ 38 3'3139.2" .REM VE SOmt
o 0
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SPEC. DITCH +
IL+ 40 GRADE Ri.
? // 1 e? ' o F 0° °0 RY M. t '.1 1 tJ f-
- - n
?
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p
. ? + PG. 325 O ° a 45 .' .. 45 - ?, P
w2
A g?ARD ?? 2 x6 od 600 CS °°o •=o ?Po -0B. _
McELRATH,1. 2. NtELRATH, ARTHUR E. ,
RAI ,i Ev STD. ENDWAIL So RETAIN xC xWS + c' °V q c - XS. , ARTHU '
W - - - -
+ R 75 d 4 .2 ELBO -
66+12.155 O 30.000Q A >Z rob^° IP.. \ d9 Re\ 3.Srl8t C __ \DB. 620 PG. 448_C g c \?
It-REV. 4'` MELT LIffiRAIE ? C --c j
'(? l„ S 4 CL ' RIP RA o-d,o!? \I h
FOR DETAIL,
SEE ?. SF. X30 U \\ '.
PROP R/ SBEET 2-C 32.600 a! z
-t-REV.} . 1 - _ \\ \
r- a ig. BASE HEAD DITCH OMItN CR6E Q OBLITERATE
(n a9 °" W/CL "I" RIP RAP & F.F / y/? M / r . , 1111 ( +40 6
CL: "5" Rip' RAP _ „!`; .1 5m--- TAI DITCH- W .-EST. 155 TONS & 82 SM. O . - n? PROP. R,/w _ 40.000
p > a \ 9
$. FILTER, FABRIC : T ICI -1" RIP pAP & FF.'`.. EST. 7 C.M. D.D.E.
"i 4 A /-
EST'.3.TOLHS: _.. 1 1. $STd39.TGNS &-60-S:M.:- :'. Q
.EST. 9 5... IJ'•1 ?.-1'.IEST. 7.C.M DDE •:..,?.. / .r ,f r` I S2. v 'S ' f Z
-Y20- V
j3x .106'HA-. STREAMBANK REFORESTATION 177
SP L DITCH of ' 3 "°l / 0' " l I EST. BASE CF _. _ _ b;' w 9:. \FO ° AV
50 C.M.
J \ a 0 x? J Sy 0'0??4 / Std FOR DETAIL SI
T 35' \ x Op ?i "? ,y? I`I1 \1 \ °, _?'?"?''"{' `A. av cro f?M ?K 3' CR +66
1- BAKER. JACK R, }?0\ y - '? ?.. \ 2' "'E* m 5g7kto 5. g1i? 12.31
U -,,J BAKER, PG. 595 ao" p a G
?C " ur I // RF(/ - _ q; \ \ r M1a ar Sti PROP
Q 0 ?.9 y. / 3x ? \
\ 1 I ' \ gp ??\075 cN?'' 1 eM1'a`M1 `? +78 Y tGE DR 70
\?O R/8 / 3a
C (-ROD) ,v ' e y o %gGOp ?p }yap \ 37 XO O ?N - - -
Q .o GONG 2 .OC
?• THOMAS R. \ \\ ?` /10.733
CLIFFORD, RUSH F. III:/ RO REEVES,
/ yq> dM1 +00/ / 0
3 r IFj r I FJ ° n C ' 02 8. OD
D8 1702 PG. 307 \} DB. 995 PG. 626 / +00
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DB. 840 PG 267 s
MEET GRADE
VARIES TO
END CONSTRUCIIC
SEE PRO nE
POT 13+00.000 -
MIN. \-SHOULDER ?'Ir / I © AO ;„? 1sEe Pea REFERENCES:
V-1,. POINT / I p ©a\r r lg L'A, rvn' ?0 / Mw.
MIN. ? -FOR -L-REV. PROFILE, SEE SHEET 1E
) .' oam Mm. J 1 ._ -FOR -Y20-REV. PROFILE, SEE SHEET 0 01
CL 'B' RIP RAP IP 0-01ER 9 c I` p +. ASS/C?? / aZFABR?- RAP -FOR -Y20A- PROFILE, SEE SHEET 24
S W/ nLIIN, \ -FOR -DRIVE2- PROFILE, SEE SHEET
/ `-MILLER, RONALD L ©?\0
SPECIAL DITCH ce OB 1ao6 PG. 727 O?OAO NOTE:
SPECIAL DITCH GRADE
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1
e PROJ. REFERENCE NO. SHEET NO. TOTAL SHEETS
END
T7 v[ R-21162
r SP. TYPE VI STA 7.:'. ` A / (?'
fL-19 /l.lx.llI
2 s P O ??iLI?(uZErFr1P?R?mf RcGcSEtR^1? TYPE $ ?? f ki? REFERENCES:
a 91 0
o1 ? . A ". .. j ?f . " /o to /'V A-5 h(U n1G $s5+?h IltleRE A?puCAFS -FOR -L-REV PROFILE SEE SHEET _20,
o n - _ .
o jh I -FOR -Y22-REV. PROFILE SEE SHEET 25.
^I TYPE v[ S -FOR -DRIVES- PROFILE, SEE. SHEET 27.
SP. TYPE VI BEGIN BRIDGE MEET EXIST. C V
END APP. SLAB x' PAVEMEN 3.d , I.b+I NOTE:
STA. 75+53.000 "I u Iwo
BEGIN APP. SLAB STA. 76+24.346 o0 om 1 +00 • I. e -DRIVEWAY RETURN RADII ARE 5m. CONSTRU
STA. 75+49.660 SKETCH SHOWING R0,". 3'429 3.277 BEGIN CONSTRUCTION WITH ASPHALT UNLESS OTHERWISE NOTED.
(-Y22-) ??? ?O?J (Yu)
APPROACHING BRIG PC 10+00.000 -Y22- _
_ PC 10+00.000 -Y22-REV. -L- -DRIVES-
e> '?.
0.3m 10 t5m ` I BRENTON, MA E C. PI = 75+5 .968 PI = 10+11.905
MIN Q?oe?E 1 V a DS. 618 P 553 +20 = 21' '00.0" LT. L = 81'35'43.9" LT. s
+15 I ° d K 20.000 e
? as = '48.9" T = 6.905
ta.00o x r 2-)
dt cL R RIP RA" 2
?•)•? 1.2m wj"FILtER FA5RIC '-_CL 'B' RIP RAP 3 r Lrj fI 54(-712-) I y I LS = .DDD L = 11.393
tt'/3m) I1
Q vc. V1/ FILTER7HICK CABRIC 65 bR xt 1 . g ° SPEC. DITCH c TS = 10 .156 R = 8.000 ??
s PT 10+36.753 -Y22-REV. Lc 114. 36
`- SPECIAL BERM DITCH V" DITCH _
RDYY FROM a ID STA SQE 9 TO STA 2M 50 gHir STAN c t s v o I I I RIG 435. 0 'IQ Z
Q -L-REV. 76+61 77+05 RT. 75+60 LT. CLASS "In RIP RAP S ` IYStEM I m U - 3D.GD4
Z EST. 15.0 TONS ` M VE 1. ROP. CONC. I $ ?I V = 15.004
y x__x' s 7r,r l I DRIVE +550
I. I q
MONTMORENC :QST CHURCH 5.000 `f aIy I? 55A 56 /i
L? CS. I 3 a5~ `. (722) u` 54 n o
W N 'A ?• A D6 I rn wlC se'-sz°-•" ALLEN, O N E. Itil ALLEN, PATRICIA M. FOREMAN, JAMES
2 ° J.
DB. 1092 PG. 117 D8.1808
2 +30 r ' ASPHALT
• ?I s ive _ ?- I, m Oe. 1092 PC. 117 DB. 1700 PG. 301,302 PG. 171,172
CIO 44.000 .R u e 1 I DB. 1700 PG. 298,299 4r_I ll,
(-L-Rev.) , n
; ? \ SPEC. DITCH ? m ?
PRC°. CLASS "II"RIP RAP m x\ b ..`.. Ili. tl.br 51 a d.l?2+I b/I yl ?'
EST 30.0 TONS m Y22 REV. I e a C
WHITMIRE, JAMES R.
AL7:I ' .' ?t I 08.1646 PG. 673 "a r p ATE / OVE X?xc
?I -- C----------- 39 -L-REV. 3.4
` s END BRIDGE 5 C
a9 1.5 R x ? s F
s sE n 76+21.000" v4 °'
DS. 1399 PG. 261 RcEAT?xiuc /X u,s Cp
KIRKPATRICK, THOMAS FRED ? 1y o
? -
?I lAT "V' DITCH W? CL ' ` ? rri 1 Ln ? ? STA. - -"' " , - -' - -
- +75
B RIP RAP & F.. OO
EST 65 TONS & 22 . s.M 12.000 ?s w SLAB -x <sew
EST. 18 C.M. D. D.E. =712-) END APP
0 +ao W` +2s . T STA. 76+24.34
d. 3. I$xl I?.\ 22.000 u•', 2 N $ .\ (22E00 - - 1
py???J?J?7?? a \ \ 1
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SP. DITCH /][? \ Yi/ELB W? W y., \
inn ?_ II N75.19. I o° GRADE
Of 1! ... ?' F a sn `?P' `i° x.:57 5 MELt
Q !o ni ti of -?'G"E'°^ 450 4?Bro 1 D SUAIPE"woa _GI b?\\
p? .. ., FALSE ' S in ? ye\ \ / n
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MEL4S i i. a „ SP. TYPE VI ?' +° B `w L ?5 59 H _ ?.5 Z2x-_ " ?1 L
SUMP"e t 19 1 r .g ?., N6T5 18 - C -DRIVE3- I R=8m +00
G 2-"52 ?? \ E 0 e " c n 43.000
(-L-REV.)
P. DITCH GRADE / 1 ° I ELB
5 +65
&JU __ m -- (42651
N_ 3.9 2 I 1'?/ ?.. CLASS in RI 08 C
STRUCTURE I
BEGIN APP. SLAB r 1 w REMOVE ?a /' R=5
- _ .. C. ,. CL9 In-RIP
2 RAP _ , _ .:? _, .b PS TC_E
?• STA. 75+49.660 S CTURE ITEM ENDWALL aA•e ^e?- a J+
+O?L----... - \ 1 [2R2??e,M D7 , +50 SP "V RAP F.F (
B" &w/ CL. -JS.REV) (-L-REV)
PRO` +40 -- 50000
:FGIN BRIDGE
.: - ..,... 49 - J (C REV.). EST. 4• RIP IONS & 30. S,M. 43.000„ F j (L-REV.) .,. 55..
32.000. 51
- .._{ -REV. ` - ... -. - S1 Y? c.. 1. 'N n. s \•. ._? (-L-REV.): IN <-.
L-R6v.) STA.75+a53.000 POC 76+04. S -L 1 1 SUMP PSEC EST: 2 C.M. D.O.E. +00
,•,RIRKPATRICK THOMAS PF-_ - „-T2;-), +40 + EI:64 1 p; THOMAS REBECCA E.: '..
.0.. 41.000
G 9092 PC. 117
OB 1399, PG 26' -1) POC 11+12 91- -REV.,. ,.._.:,.6.663 DB -
PI = 76+23.672 . 3.2 r1•7A1 `(-Y12-11 r 111 7 t w \? hIOSS, ADA BENILY ?. I '..., j P. ;I'VE DITCH w// to 'p- DS. 1709 PG. 301;70:.. CL.
F"B" RIP RAP
Iz '
3 PIAF1R 1 '?PRp? ASPH.. m57 xl P ?'•x t"' CL B PBRAPO8 PG. 21., or ICI ESTI ER FABRIC 85?S.M. ?ry 18
= 24'25'20.6" LT. - V. I E
.?'n I a q WITH FILTER FABRIC I I / CS 77+40.714 -L-REV.
III as = 2'27'19.9"
LS = 60.00 -- °?? a h I EST. . 84 s.M
^1 EST 40 TONS POC 9.95.200 -DRIVES- _
VARIES TO MEET GRADE
N0
Ts = 181.533 PI = 10+18.48 1+36.093 1 so1 \ 54 ?• SEe PROFILEoAns
p 3 I Pn \ < ??= \N ALLEN, MARVIN E. POC 76+54.000 -L- 0.3m CROSS-secn
Lc = 238.376 A = 15'02'28.6" 18'52'58.6" RT. Ci /X ALT +64 o f Mw.
Rc = 700.000 T = 18.483 33.259 O ASPN 7.oaO S DB. 1092 Pc. 117 O oR E r ?-? ?t _r_m_vL SHO
/ 3 d (-122-) a PT +70 .748 -Y22-REV. De. 17c0 Pc. 298,299 G PC 10+05.000 -DRIVE3-
U = A:+
EV. _ ?? i? +N p
• C) PC 11+04.834 -Y22-R 11
40.004 L = 36.753 55.914 , ?t w
V = 20.004 R = 140.000 200.000 +94 I a?F Iw / O
PT 10+16.393 -DRIVE3-
es ?AEr!5 2,00 +80 SPECIAL DITCH
=1 - ? k a 8.000 R vv 30.000
e = 0.05 e = 0.08 0.08 D ??? _gl(-ra-)
` +85.6 / RDyy FROM STA To sTA
w (-Y22-REV)
DS 80 km/h DS = 50 km/h 50 km/h +94 - 0 53 ?, O PT 11+17.000 -DRIVE3-
+94 I d / -Y22-REV. 10+00 11+08 LT.
722- (Sru?) k20.000 3.1,1.`,1 DRYE, TROY KEITH -Y22-REV. 11+16 11+31 LT. -Y22-
\ \ I LG / I (-r22-) PDE (. 1 DB. 1732 PG. 33,34
/. e"
END CONSTRUCTION /STD. DWALL am . rns7MEET YARI POT 12+00 PI 10+ .127 PI 11+31".71= 11+7 .591 POT 12+00.0 0 Y22-RL.A. L.B/ I r +00 a 3) N60 10 EXISTING "V* ? Dam ` 4j=i PR A 3
= 1 ' 0'00.0" LT. D = 7' '00.0" 9' '30.0" RT. - DITCH (20.000 +oa "IN, g's uw
T = .127 T = 0.180 4.763 / / k I x (-r22-) v
+04 CL 'B' RIP RAP ((CIL '8• RIPI RAP '.: CL 'S' RIP)
L = 136 L = 294 2 463 / /? Ihl W I i 373223 ) 3/`F, L7ERK48RIC N/ R7ER tABPoC ( iF ?IIN F ICK
R 14.00 R 42 . OQ 18.00 / / ry8 III tz4 ( I h DITCH LINER SPECIAL "V" DITCH SPECIAL DITCH GRADE SPECIAL DRIVE DITCH
RDY FROM STA T TA SIDE 3DHY FROM STA TO STA ZU RM FROM STA TO STA 2a $ WY FROM STA TO STA ,SIG
PAVEMEENI?RNG _
Al -722-REV. 11+45 LT. -722-REV. 11+40 LT. -L-REV. 75+00 75+25 LT. -L-REV. 76+50 77+50 R'
END E.,`? PROJ. REFERENCE NO. SHEET NO, TOTAL SHEETS
sra. ?.: TAE ?`'... / ? ? q 1 4.1 _- R-21162 ?w r?xli
T
SP. TYPE V[ qq
2 S F D
P 461 " °? IA I 11t6TEHPcReRY P?GKSEDI"1 L?? 4`iTYPE g REFERENCES:
--------
pl I I I _- __. - _ .. -FOR -L-REV PROFILE, SEES EET 20.
-I "I - o I $ I 08? ( -FOR -Y22-REV PROFILE, SEE SHEET 25.
TYPE vt d: aT y` 4 s -FOR -DRIVES- PROFILE, SEE, SHEET 27.
SP. TYPE vt
BEGIN BRIDGE "I END APP. SLAB . s ` MEET EXIST. I i ?} I I NOTE:
_ c l •, vl•bsl
BEGIN APP, SLAB STA. 75+53.000 STA. 76+24.346 I ?-'o PAVEMEN o Ids I +oo I 3..4 E -DRIVEWAY RETURN RADII ARE 5m. CONSTRU
STA. 75+49.660 SKETCH SHOWING RO `, (3r4u29) 0 3.277 BEGIN CONSTRUCTION WITH ASPHALT UNLESS OTHERWISE NOTED.
-Y22-)
. PC 10+00.000 -Y22-
APPROACHING BRIf:.
I PC 10+00.000 -Y22-REV, -L- -DRIVE3-
w - 2
O ISE,j -------qqq
g LSm um tsm` 10 I( BRENTON,SMA E C. I E1v PI = 75+4.968 PI = 10+11.905
1 N D8. 618 P 553 1 = +20 a .00 21' '00.0" LT. D = 81'35'43.9" LT. a
, ., e°°o?
os ° +1s : a 20.000
MIN. a C 8' RIP))RA 14.000 a r (-Y22-) 9s = 48.9" T = 6.905
1.2m w// FI FASRIC -CL B' RP RIP ; (-r22-) Ls = 000 L = 11.393 3
3m nuac 3
r .1.5 rl,3
O oDm ?i/rn,ERNASRC 1.5 eR Vl 8 SPEC. DITCH s TS = 1D .156 R = 8.000 ??
0
'- SPECIAL BERM DITCH V" DITCHI O 5 Pno PT 10+36.753 -Y22-REV. Lc = 114. 36
BDYY FROM T TO STA 514E 9 TO STA 514E 5 1mT sTANK t s F D e RC 435. 0
O -L-REV. 76+61 77+05 RT. 75+60 LT. 5 rsTEM I 6 d• U - 30,004
CLASS "II" RIP RAP m 5
Z EST. 15.0 TONS M VE 1. I ROP. CONC. I g * V = 15.004
y x_x' sMwir I DRIVE +
MONTMOTENC: ?1ST CHURCH 50 ?al 54 fly" I?' SSA I 56 /i
W DE. f 3 "u Dfi • - ( I°? O " Iq l ALLEN, PATRICIA M. FUREMAN, JAMES J.
DE, $ ?. ?+ ?, 4 e•_ vv xm ____? °'m °-=" • ALLEN, MARVIN E. DB. 1092 PG. 117 I DB. 1808
r = +3D av
"° '' •• s ios •_ •± - SPHALr I DB. 1092 PG. 117 1700 PC. 301,302 PG. 171,172 , n
(/7 44.000 x u 1 7 SPEC. DITCH 1 DB. 1700 PG. 298,299 aI
(-L-REV.) - F
51 a d'Ir2+I ?e?
CLASS RIP RAP YZZ-REV.
?P2L EST. 30.0 .0 TONS WHITMIRE. JAMES R. C
I m I 0 ATE
LLJ -0----------- 39 -L-REV. 3.5N1.7 R1 OB. 1646 PG. 673
' ° s RE M »,? 00
as I•S R x o 1 sA sE n END BRIDGE 0
s F D f coNc
1 KIRKPATRICK, THOMAS FRED \ 1' 1`? - r 11 r? TA' S.0 m TA, 76+21.000" - ?E1v o 1,
1 %1uc
x L 'l
.J LAT. "V" DITCH W CL. NG
DB. 1399 PG. 261 +75 `v,
B RIP RAP & F.. %
EST. 65 TONS & 22 S.M2.000 s
EST. 18 C.M. D.D.E. (-r22-J k1O
O +4o Q .
zz _0
(_L-AEV.
'.:..?
??C K a7
W '$ ?
a-L N1 T T42. 7 1
.:. ??? C p A y N N G?
P DITCH ?w%ELB wa . N 1?
?? nl s? PffJ? o° GRADE ?\ F <s .sn. w ov.s
iN n' II N75'19'OO.G"- vt1[T p
Q 1J Mi '?? N1 ?-,? ? ?_ L50 4 ?? ".W;,,. ? h1
o .. --L.LL...6g FAL woe a
a 01 _ .- _ -)r ME_T° p 53 NCREiE FLU W
... ... ..
nI _. i. g/ .. ?oI -., .?,=^ - +23 ^?•?Sti 00 £S_ N EV RAk A
^ 12.C
L-Lj` ?ffJ? X14
I
MELt
?•------------ SUMP SP. TYPE V B
52
U +I LSP. DITCH GRADE / v 1
,• r
r STRUCNR RT we
-- ____?-,, BEGIN APP. SLAB E
_- ? - .,.,... .--:-'CLA 'Ii"'-RIP RAP -
pol I
Q.
-`- / STA. 75+49.660 ST CTURE ITEM EN WALL
LPRC ??
. • ' .as +? rGIN BRIDGE
O
- -- .'. 32.000--
L REV, A STA:°75+53:000
poC 76+04.
R[RKPATRICK. THOlAASFR?. •' ;. r22-)..
---------------------
POC 11+12 91 2-REV: 6.683 r+
DB 1399 Pc 26•`--'_ I 2
1( r22-)
PI = 76+23.872 31t7AI \ 1
EJ pRO? AsPH
= 24'25'20.6" LT. 11. * L1JF,
Bs = 2'2719.9" - YO
12- 11
t Ls = 60.000 C
Ts = 181.533 PI = 10+18.48 1+38.093
Lc = 238.376 = 15'02'28.6° 118'52'58.6" RT. L' W66 22 ,% i pLS /a +64 9
Re = 700.000 T = 18.483 33.259 'x B%AS^ ? ? (zooo
- - C) PC 11+04.834 -Y22-R )
EV. ??? ?i ?tg? }NI
U - 40.004 L - 36.753 65.914 /y+i l
V = 20.004 R = 140.000 200.000 r <34
e = 0.05 e = 0.08 0.08 V1 I9% x?$I (8.000)
DS 80 km/h DS = 50 km/h 50 km/h +9 -
+94
Y22- ?' (3-r22-) k20.000
- / (-Y22-) PDE
END CONSTRUCTION / /,TD. ENDWALL
` POT 12+00.748:-Y22-REV. L.B. _
\ - ®? ,.-, ?,. „ .., - - ?-x?_x?"--fir', ;?• o? \ ' -' 0
wlLT END APP. SLAB ^^ "x c 4SOW - ?, log O
\ +zs STA. 76+24.34 __---"'
I I \ ,N /? 1p i
y : • -L-REV. - -
('L REV.)
°? t nr ,N N
-L-RE
o \ 57 S MELT +? \ L
v' G D SUAIPE°aoeo -CI .: ??§\ \
y_
A
. TYP`E'VSC B 58. `75 +150 9 H ASPHALT DRIVE .I.S 22+ \ \
`? - - 1,167.5318 c f -- -DRIVES- G " I R=8m +oo
43.000
OWS
+65
W?E? 10' 0,9' /? - __ ._4^•_, w _ .,ov" 42651
q i- e C I / Da - O -5 C (-L-REV)
R
'r WA REMOVE /
I. ' _.. PS D7 S t +00_ ._ .. TCE +65
W/ CL. ' - 35.661 iCE -? I _
x cu, xrsy,. , +50 SP. "V" OTCH50.000
'6" RIP RAP & +40 (-L-REV.)
(-L- EST. 9-TONS & 30. S,M. JJ?,/ I 55
1 FALSE ,. NpY +h? s !REV.) . 43.000
?E _ST1
,SUMP 'eR, +00 - - THOMAS, REBECCA E.::
522d.C.M D D.E 41 020"L (L-4t) ly. < DB. 1092 PG ::...
) E REeY ?NeP 5 -DIVE DITCh
0 BOSS, ADA BENTLY •W o ' DB. 1700 PG. 301 117 -
// ,392...
1+557 ?k w\ / CL "B RIP RN? n $
r 1500 DB. 1208 PG 21 nr I Z5 & FILTER FABRIC: I Ie __...
I'D m CL "B" 'RIP RAP LINER Esr. 55 TONS & 185 S:M. CS 77+40.714 -L-REV.
w Aj WITH FILTER FABRIC
I a y EST. 40 TONS
VARIES TO MEET GRADE
M1 i ESTS6\s.M. \ 54 n POC 9.95.200 -DRIVE3- _
E ^\ 0/? O - 1 F SEE PROFILE AND
o ° < I II ALLEN. MARVIN E. POC 76+54.000 -L- o.; CROSS -SECTIONS
1 V ?, "n DB. 1092 PG. 117 ??
a PT 11+70.748 -Y22-REV.'-__ B. 1700 PG. 298,299 © PC 10+05.000 -DRIVES- Aa
1 ?W I / H PT 10+16.393 -DRIVE3-
L / 3000 O SPECIAL DITCH
W85
I' I .8 / (-y2.2-REV.) ° RDWW' FROM STA TO STA WE
o . s3 \a. \ IO PT 11+17.000 -DRIVES- -Y22-REV. 10+00 n+oa LT.
E I / DRYS, TROY KEITH "W?.. -Y22-REV. 11+16 11+31 LT.
i•?r6gxl
), 1 DB. 1732 PG. 33.34
a / 1.8m . DISTANCE VARIE
G 1 2 TO MEET PI 10+ .127 PI 11+ .7?-1 11+7 .591 POT 12+00.000 -Y22- L.A. / I 00 3x223) 60 EXISTING v DITCH o.3m ti ]z SEE PROFILE
4r +00 +04 MIN. '6'? MIN .35 = 12' 0'00.0" LT. = 7' '00.0" 9' '30.0" RT. 20.000 11.000
T = 127 T = 180 4.763 / / k x I +os (-Y22-
L 'B R P RAP CL B PIP RAP A a B' RP
I. - 1'3m THICK 4°m ma '' (.
L = 136 L = 294 2 463 1HIa
A. lyl I (3?i3) W/ E L1ER FABRIC w/ R,ER ?Aeac "/ FILTER ?
R 14.00 R 42.00 18.00+8 I x a g I h DITCH LINER SPECIAL "V" DITCH SPECIAL DITCH GRADE SPECIAL DRIVE DITCH
RDWY FROM STA TA 5(DF j(L`(VI FROM STA TO STA $Dyly FROM STA T TA 5M gDWY FROM STA TO STA $E
\ /}/" I ya "I II?"?41I M ET EXISTING
/ $ I II PAVEMENT -Y22-REV. 11+45 - LT. -Y22-REV. 11+40 LT. -L-REV. 75+00 75+25 RT. -L-REV. 76+50 77+50 R' -L-REV. 75+00 75+25 LT.
i
f
a
-Y24-

PI _ 10+ 1.944
p - 4 48'00.0" RT.
T = 2.110
L = .045
R = 55. 00
-L-
PI 81+97.93 G>R= 852.197 CPI 86+15.731
30' 00.0" LT. 1 30'00.0' RT. A = 23'21'00.0" LT
6s 2' 7'19.9" 43.802 T = 50.026
Ls 0.000
22 310 L = 98.664
Ts 3.198 43 000 R = 242.100
Lc - 16.904
R = 0.000
40. 4
V = 20.00 \ I 1
\\\, ,\ ?\\ 921
01 '?*ep
TER 60
SNIPES DOUGLASS
-L- REV
PI = 92+34.485 PI = 84+71.259 PI = 85+69.805
A = 31'43'44.1" LT. A = 16'30'43.7" RT. A 0'42'39.0" LT.
8s = 2'55'47.6" T = 45.707 T = 1.502
Ls = 45.000 L = 90.780 L = 3.004
Ts = 147.595 R = 315.000 R = 242.100
Lc = 198.661 e = 0.08
Rc = 440.000 DS = 80 km/h
U = 30,004
V = 15,004
e = 0.06
DS = 80 km/h
of
Q Q
PROJ. REFERENCE NO. I SHEET NO. I TOTAL SHEETS
R-21168 IEL 2I, 13
END STATE PROJECT R-zw? ;
POC 85+71.306 -L-REV. _
PRC 85+65.705 RIP ?Af

DB. 1766 PG. 33.34\ tsl. z./ ivm
. .. / i 6
. ES
\ Ih l T. 9.2 S.M. _J s O
N 1713 PG. 239,240
V_
[ ?? Q \\\\\4 ? \\? CONSTRUCT WITH: /...?'/ / HOY4VP CREEK EDMONOS.DB.II 65 PG.SUi1 N. JOHN R.
O 50mm 1-1 s / 3 x I5 * I ".?. r A Ex. / / DB. 1457 PC. 352,353
+? No 21? W 200mm ABC
CL. "B" RIP RAP PC 84+25.5552 -L-RE• L5 El m,ov LAT.'V DITR P / Q (eT ?J
Opp°
`?..
W/FILLER FABRIC ST 63+75.551 -L-REV. &LFILTERIFABRIC
oo v EST. 4.5 TONS „Aa•T^ i EST. 77 TONS ?` ea
(? \ h \\ Q oq ?> NC \?V cy EST. 13.4 S.M. EST. 55 S.M. L,\ Q .. _
/W 61 \ 1 Q Wh?% 00 DC % E5+20 43 C.MM. D.D.E./ fl
W \ x 1ti %? 9 Q c / 30 000 / LAT. "V" j
T WILLIS, A. P. DITCH
\ +55 TDE
1 I oq / 1.5 9 (-L -REV.) ST. 29 C.M. O.D.E.
f^ ? / (-r2a-) C ? TDE / ?1 ? 5E0 \ \
L -. 'Pan?\Q \. /?6? uo ,ap .... 010 % I I M1
PROP. R/W -LAT. 29 C „ DITCH LIJ
O.E I s I I + \ ?. PROP. GUARDRAI r 600
:Fsg
-• GO PC 85+68.303 -L-REV.
\?? \ ?0 PROPOSED &,175
Ljj R=1 i OBLITERATE GUARDRAIL a ?II?gXRETAIN TEND , ?M?
ry \
-L-R.E _ _ _ .._ n oll ` 11r` i R-Sm
- a L m?
E REMOV
+80 F 0??.. .. / WILLNS,A. P '-?REMOVE?
\ ?l
w.1L.ROD). 16 0
C E.A L T 1914 J ;.f r + It 0
g\MON GUARCR -- ---___
I SMELT `` ?,
??' F r l
N - I ?• ` {I
' .-\G I p-- -il-? p C LAN nd°c + -mot 1
jo Qw CSP. DITCH 9 ° _ o '?? of p 1135.4 39 - 1 N
!?? rictLr 5 °.?°? °R co, -. - °c? '?" •f ?-
.. SUMP y ... ..may//? - r-
..:.p••k MF
'?.. - - i-;"'"'.,. -- - _ -e» - - - I `° _._.so e.. _ -I - • I --.
`'i7. ,) wpa _Mes. 10. --.v'r" a? _ MELT LSE 8 - D _ -T?Yka..Tf
I.
rf.V•c'R
IN .°:o. - R• °'?'l... - ?.oA--moo.-..? 'cA+utiT
r I - - cl-r? iQ, va . ...... f°. "'-rN_ . -. u .--f + E RFfa STfO + +-- S p
N + -
_?? Il•.\ r }?Ir a u`` -J,-M./u . o'.:. E OVE SP .'DITCH R?. C' u 00cM S'_
/1V o t P J P,tl. „rg°°o°°, &O?Om fi REMOVE
7
° 4506 a° "Lp f"'1`' o i? D9pO0 / \E/ 72 PROP. CONC. irW/2 E W ?I ?:.°N RETAIN J1'., ! ?,
//~^^ \ X7`777 \'-U ° 600 MELT EXPY. GUTTER I
MTL
I
.v/ Y. ,. ` " 00p ALSE°?e n 11 °t R 67+ 450 NO + PROPOSED GUARDRAIL / ASN.NRB
.'? I SUf,1? co) -sPRtxc . 3\ /G 11 ,5/e °o w LA ui / I
W 68 ?? ar y m ?j (,) \ `S ?'WC apB 2
MON `?p p "f \ F c
STARR. ANNE
C \ OB. 168 PG. 77 0?? \ R/W .. I Z +I 3?ol.8fl .5r,
eoX - o: 1"r PT 85+16.332 -L-REV. ASPHALT
SPEC DITCH CRAOE RT. PRAL lp A
T 4. 2.1 + 111 \? Oy /??
I o w/ O I m° ASPHALT r^
- --c - - _° .. CS +30.551 -L-REV. srD. eM? .... j /
'----= -- c
C. I?? j ??.._' \ G QRAIXRE OUTLET - '~I a
/ 8 a I? ^ s 1% FIRE I = a c ?/ +/? -
...46.000 a - o t /
L-REV.) +80 STD. BERM DITCH W EMS g
I
PROP R/w / 41.000 II- STA
(-L-REV.)
PROP. R/W
POC 82+87.033 -L-REV.=
STD. BERN --i ++ 0 1I ?• ?I `'I
DRAINAGE OUTLET 52.000 .. .. ,. .. ENKA-CANDLER FIRE & RESCUE zopO ar /
38x6 (-L-REV.) k 08.1485 PG. 363,364
c0 w^u ??
61 °/ DB. 1537 :PG. 163,164
Atl• WILLIS, A. P.
RTON THOMAS C.
DB. 280 PG. 258 If/ k PINKE
s .. \'
DB. 255 PG. 85 OB. 1672 PG. 519.520
ANTENNA I h Q
II
1.Sm ? p
?-{I P 1.5m
.. I I Rq,Oer
VARIES PR MEET GRADE 0.3m 08 P f?N'? '24n,OR 0.3m
SEE PR MIN,
OFlLE , fR MIN. .08
0.J .3m ?'r ti'
uIN. SNWUIER 0
MIN.
POINT Cl. "8" RIP RAP
WfmFILTTERKFABRIC
SPECIAL DITCH LAT. "V" DITCH LAT. "V" DITCH
RDWY FROM STA TO STA 5!QE SD-1YY FROM A TO STA ME BEbAftKS RDWY FROM STA TO STA 'qlQF
-L-REV. 83+00 83+35 LT. -L- REV 85+02 85+30 LT. -Y24- 10+60 10+87 LT.
-L-REV. 85+05 85+50 RT. -L- REV 85+40 85+65 LT. NO RIP RAP
REFERENCES:
-FOR -L-REV. PROFILE, SEE SHEET 22.
NOTE:
-DRIVEWAY RETURN RADII ARE 5m. CONSTRI
WITH ASPHALT UNLESS OTHERWISE NOTED.
PLANTING DETAILS
SEEDLING / LENTER BAREROOT PLANTING DETAIL
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
REFORESTATION
i
t
>a .
HEALING IN
1. Locate a healing-in site in a shady, well
protected area.
2. Excavate a flat bottom trench
300mm deep and provide drainage.
3. Backfll the trench with 50mm well
rotted sawdust. Place a 50mm layer of
well rotted sawdust at a sloping angle
at one end of the trench.
j
4. Place a single layer of plants y ,Y
against the sloping end so that
the root collar is at ground level.
i
5. Place a 50mm layer of well rotted. p
sawdust over the roots maintaining
a sloping angle.
i
6. Repent layers of plants and sawdust
as necessary and water thoroughly.

,1 ? 5omm
III

ii?l ?l
-11E11 IIJ It=
??I
u =11

J
III
_
?
?1 W- W= I 1:
1

1. Insert planting bar
as shown and pull handle 2. Remove planting bar
and place seedling at 3. Insert planting bar 50mm1.
toward planter from
toward planter. correct depth. dl
,
711
I RIP
aim
4. Pull handle of bar
toward planter, firming
soil at bottom.
PLANTING NOTES:

I hII
I it 'I III I ??
I? ?IIII I?III
5. Push handle forward
fuming soil at top.
n•ie. ..n:,m Pxan? ea xxw.ir u "I : ?.I,rv
I
TREE REFORESTATION SHALL BE PLANTED 1.8m TO 3.Om ON CENTER. RANDOM SPACING,
AVERAGING 2.5m ON CENTER, APPROXIMATELY 1680 PLANTS PER HECTARE.
see mg.
I'
II
?I
i
It
q
I
I ??'ll J1 Ili
?'1????11=1?1 I
6. Leave compaction
hole open. R't r
thoroughly,
PLANTING BAG
During planting, seedlings .,'
shall be kept in a moist
camps bag or similar _
container to prevent the
root systems from drying.
10C PLANTING BAR
Planting bar shall have a
blade with a triangular
cross section, and shall
be 300mm long,100mm wide and
25mm thick at center.
ROOT PRUNING
All seedlings shall be root
prnned,ifnecessary, so that
no roots extend more than
250mm below the
root collar.
I
?I
I
III
-. J I
IJEFOIZESTATION DETAIL SHEET
N.C.D.O.T. -ROADSIDE ENVIRONMENTAL. UNIT
...........----------- _................................ .......... ............................... ............ >yeo>o>'»A>IF ; i 53DGN8SS'S'SS884s8£a. a
.................................. ............................... .................._....... _
......._.._............-............_ E551HSER H A6IE588
..............._................_.. .... ...._......................... .... ............_ ................................. _
----------------- ------------------------------------------
4
PLANTING DETAILS
SEEDLING /LINER BAREROOT PLANTING DETAIL
HEALING IN
L Locate a healing-in site in a shady, well
protected area.
2. Lxcavate a flat bottom trench
300mm deep and provide drainage.
3. Backfdl the trench with 50mm well
rotted sawdust. Place a 50mm layer of
well rotted sawdust at- a sloping angle
atone end of the trench.
4. Place a single layer of plants
against the sloping end so that
the root collar is at ground level.

sere sr w '.nsw-m, rQr".
?0 51 NF:1'Y
?.?., R-211
6B_ RF-21
r.re nioi_ Y+.Y?a.rcn _ orxattioH
iI
? TYPE 1 STREAMBANK REFORESTATION SHALL BE PLANTED 0.9m TO 1.52m ON CENTER, RANDOM
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
GO g iip I
1. Insert planting bar
as shown and pull handle
toward planter.

I!`
h

2. Remove planting bar
and place seedling at
correct depth.
U'li L iJi
I ?II? ICI
1
- somm
I ?n I
??a:ITI
3. Insert planting bar 50mm
toward planter from
seedling.
SPACING, AVERAGING 1.22m ON CENTER, APPROXIMATELY 6726 PLANTS PER HECTARE.
? TYPE 2 STREAMBANK REFORESTATION SHALL BE PLANTED I.Sm TO 3.Om ON CENTER, RANDOM
SPACING, AVERAGING 2.4m ON CENTER, APPROXIMATELY 1680 PLANTS PER HECTARE.
1
? NOTE: TYPE LAND TYPE 2 STREAMBANK REFORESTATION SHALL BE
PAID FOR AS "STREAMBANK REFORESTATION"
vii hI
u ?????jl??11
-I
4. Pull handle of bar 5. Push handle forward 6. Leave compaction
toward planter, firming firming soil at top., hole open. Water
ei I f ?t ?I soil at bottom. thoroughly.
j
17
PAIVING NOTES: I:
PLANTING BAG '
During planting. seedlin gs
shall be kept in a moist
camas bag or similar
5. Place a 50mm layer of well rotted 1 4- container to prevent the
sawdust over the roots maintaining ! } f t ' ! root systems from drying. J
a sloping angle.
1
- SBC PLANTING BAR
Planting bar shall have a
blade with a triangular
7 cross section, and shall
?. be 300mm long,100mm wide and

7 25mm thick at center.
z
i
6. Repeat layers of plants and sawdust
as necessary and water thoroughly. ROOT PRUNING
All seedlings shall be root
pruned, if necessary, so that
no roots extend more than
250mm below the
root collar.
STREAMBANK REFORESTATION TYPICAL
TYPE H
TYPE I a
2.4 :1ifT.I
t„
sd. l
STaEti„
STREAMBANK REFORESTATION
MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING:
TYPE I
50% SALIX NIGRA• " BLACK- WILLOW 3001iin - 460mm BR
50% CORNUS AMOMU1M ` SILKY DOGWOOD 300mm - 460mm BR
TYPE 2
25% LIQUIDAMBAR STYRACIFLUA SWEETGUM 300mm - 460mm BR
25% PI-ATANUS OCCIDENTALIS SYCAMORE 300mm - 460mm BR
25% PRUNUS SEROTINA BLACK CHERRY 300mm - 460mm BR
25% BETULA NIGRA RIVER BIRCH 300mm - 460mm BR
? SEE PLAN SHEETS FOR AREAS TO BE PLANTED
STREAMBANK REFORESTATION
DETAIL SHEET
l
N.C.DA.T.-ROADSIDE ENVIRONMENTAL UNIT
6$$$$$'S$$$$$'d$$3DbN$$$1'S$$^>b 5$4'd$$$
$$$$USERNAME$$$$
NCDENR - DIVISION OF- WATER QUALITY
WETLANDS RESTORATION PROGRAM
RECEIPT
October 3, 1997
Mr. Franklin Vick
N.C. Department. of Transportation
Planning and Environmental Branch
P.O. Box 25201
Raleigh, NC 27611-5201
The Wetlands Restoration Program has received a check in the amount of
$32,500 as payment for the compensatory mitigation requirements of the 401
Water Quality Certification issued for DWQ Project # 970440. This receipt serves
as notification that the compensatory mitigation requirements for this project have
been satisfied. Please note. that you must also comply with all other conditions of
this certification and any other state, federal or local government permit or
authorization associated.with this activity.
p ( (g/ ?wYom6E