A-10

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
May 22, 1995
To: Gordon Cashin
NC DOT
h:
Throu John R
Dorns;P)
g .
From: Eric Galamb
Subject: Comments on A-10 C&D Site Visit
Madison County
F15WA
WOO
[D EHNF1
FILE COPY
DEM participated in an on-site meeting from March 28-30, 1995 for A-10 C&D. The
following comments are based on the site inspection:
A) DEM is concerned that SR 1351 (Jarvis Road) is presently being paved. DOT has not
maintained adequate soil and erosion control measures and therefore, Jarvis Branch
was adversely impacted by sediment. Jarvis Branch is in a WSII watershed and
should have been protected by soil and erosion control measures for high quality water
resources. When DOT constructs A-10, SR 1351 will be relocated and impacts to
Jarvis Branch may occur again. DOT should design the relocation of SR 1351 and A-
10C that drains to Jarvis Branch with high quality soil and erosion control measures.
Frequent inspections of the erosion control structures should be made.
B) DOT is proposing 3 storage (waste) areas. The waste area on sheet 8 for A-10C is
acceptable. The storage area shown on sheet 7 of A-10D is also acceptable. DEM
requests that all of the waste for A-10D be placed in this area rather than utilizing the
storage area shown on sheet 8. The unnamed tributary to Little Creek is a C Trout
stream that would be impacted with the waste area on sheet 8. This stream is very
high quality with little sediment and therefore should be avoided. Consequentially,
DEM prefers that 2 waste areas be utilized.
C) There are very few wetlands located on this project. There are several very significant
streams. DOT should develop a stream mitigation plan. The stream shown on sheet
11 of A- 10C is a high quality stream. DOT proposed to place this stream in various
sized CSP structures. Streams under the waste areas will have lost their aquatic
functions and mitigation should be proposed. DEM requests that DOT investigate
stream enhancement options east of the control of access point for Harlon Gray
Ramsey (sheet 7 for A-10D).
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% past-consumer paper
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Gordon Casin Memo
May 22, 1995
Page 2
D) Stream relocations should continue to be coordinated with DEM. Bear Branch as
shown on sheet 14 of A-10C is a stream where further coordination should occur.
E) DOT is proposing that "special rock check dams" be used at several locations for the
A-10 project. These rock check dams are an unproven technology. What method will
DOT utilize if the check dams prove ineffective?
F) DOT will be altering normal drainage basins when water is transferred across local
watersheds and dumped into an adjacent stream DOT should explain the methods
employed to maintain the hydrography of the receiving stream.
The early coordination has allowed DEM to comment on the project in the planning
stage. If DOT incorporates these comments into project design, a better project can be built.
A10C&D.mem
cc: Sandra Stepney, DOT
Bob Johnson, Asheville COE
Mike Parker, ARO
Ted Bisterfeld, EPA

Foss-Ito FaM Not*
NORTH CAROLINA
MADISON COUNTY
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
AND
NORTH CAROLINA WILDLIPR
RESOURCES COMMISSION
AFT
RLIMBURSMMENT AGREEMENT
PROJECT: A-10 C & V
THIS AGREEMENT, made and entered into this the
day of , 1996, between the DEPARTMNT
OF TRANSPORTATION, an agency of the State of North Carolina,
hereinafter referred to as the DOT, and the NORTH CAROLINA
WILDLIPH RESOURCES COMMISSION, hereinafter referred to as
WRC;

WHEREAS, DOT haw prepared, and adeptad plane to make
certain highway constructions and improvements under Proieict
A-10 C & D. Madison County, said plan consisting of the
construction of us 19-23 from northeast of US 19 to the
Tennessee State Line at Sams Cap; and,
WHEREAS, the Corps of Engineers and other resource '
agencies have expreased concern regarding the expected
primary and secondary impacts on trout streams and
tributaries due to channel relocations and culvert install-
ations associated with the construction of said Project.; and,
- T8d 817F-4 :ON X31 NOdInN3 GNU ONINNUld:QI 9Z:bti
.
WHgpS g; om has agreed to perform certain off-site
trout stream enhancement mitigation at a 2:1 ratio to addreOe
these concerns and meet the permiting requirements for the
construction of project A-10 C & h; and,
WHEREAS, DOT has re+questad WRC to undertake the planning
and implementation of the agreed to off-alte atream
enhancement mitigation; and,
WHEREAS, WRC has agreed to perform said mitigation
subject to the conditions hereinafter set forth.
NOW, THRREFaRE, the parties hersto, 04ch in
consideration of the promises and undertakings of the other
as herein provided, do hereby covenant and agree, each witn
the other, as follows:
1. WRC shall be responsible for developing a mitigation
plan for approximately 25,000 linear foot of off-mite trout
stream enhancement mitigation for impacts associated With the
construction of the Project. Streams selected shall be of
similar size or larger. Typical enhancement measures may
include, but not be limited to, gtreambank stabilization
and/or revegetation, installation of fish habitat structures,
fish stacking, and fencing livestock out of the stream or
constructing managed livestook watering facilities. Said
plan shall be reviewed and approved by the Corps of
e0d sre# :ON -131 NOdInN3 QNU ENINNU-1d:QI LZ:VT
Engineers. All work shall be in accordance with DOT's policy
and procedures and subject to DOT's review and approval.
2. DOT shall be responsible for obtai Aing all easements
needed to implement the approved mitigation plan at the
required ratio. WAC -shall help identify the preferred
mitigation areas but shall not be involved in securing said
easements.
3. WRC shall be rasponoibla for all physical stream
restoration activities as set out in the approved mitigation
plan. All work shall be subject to the review emd approval
of DOT and comply with federal and state guidelinas and
Procedures* #
4. WRC shall complete work set forth in this Agreement I
within five (5) years from the date of execution of thine
Agreement.
5. DoT shall reimburse WRe for the costs of said
mitigation work as set out above at the rate of fifty dollars
($50.00) per linear foot or stream restored up to a maximum
amount of $1,25O$000. WRC may invoice WT on a monthly basis
for work incurred. Invoices should be submitted to the
manager of the Planning and Environmental Branch In Raleigh,
North Carolina for review and approval prior to
reimbursement. Invoices are subject to the review and
approval of DOT's Fiscal. Branch prior to disbursement and
20d BVE4 ?_. :ON T31 NDdInN3 QNU 9NINNUi d:QI sZ:Vti NOW
Sust be submitted within one (1) year from completion of
the work.
6. WRC shall maintain all ?conks, documents, papers,
accounting records# and Ouch other evidence as maY be
appropriate to substantiate costs incurred under this
Agreement. Further, WRC sliall make such materials avsilablo
at its office at all recasonablel< times during the contract
periodo and for threw (3) years from the date of final
payment under this Agreement, for inspection and audit by the
Department's Fiscal section.
7. WRC shall be responsible for meeting the established
success criteria of the mitigation plan. DOT shall be
responsible for all costs associated with any recFired
maintenance for a period of five (5) years after completion
of the work on a cost plus basic.
rod Breg :ON 131 NOdInN3 GNU ONINNU-1daQI 6Z:bti
TN WITNESS WHEREOF, this Agreellent has been executed, in
duplicate, the day and year heretofore spat out, on the part
of DoT and NRG by authority duly giveh-
WITNESS: NORTH
COMMI
BY:
TITLE
BY.,
APPROVED AS TO FORM
BY:
ASSISTANT ATTORNEY GENERAL
- SOd BVE# :ON X31 NOd I nN3 (

„l M- 0F I\10IZXFIf (p!.(.::
DEI'hRTMLENT of Trjv, s ?OiZ :
JAMES B. HUNT, JR
GOVERNOR P.O. BOX 2520;, RALEIGH. N.C. 27611-5201
F R?cF??Fo
FiyV?R???1,?I'rs
gp41 q? sC'
ti ?FNCFs
:. SAMUEL HUNT Ill
SE.CRE-rm ,
MEMORANDUM TO: Bob Johnson Randy Turner
Janice Nichols Gordon Cashin
David Cox Vince Barone
Eric Galamb Randy Henegar
Stan Hyatt
FROM : Sandra Stepney, PE
Roadway Design Project Engineer
DATE: February 6, 1995
SUBJECT:: Project 8.T842401(A-10C&D) Madison County
Proposed 1-26 from Northeast of US 19 to
Tennessee State Line at Sams Gap
In accordance with NCDOT commitments in the environmental
document, a field review of jurisdictional wetland limits
within the selected alternative will be conducted with the
environmental agencies, FHWA, and DOT.
The meeting is scheduled for March 28-30, 1995 to allow
sufficient time as needed for the field review. Please plan
to meet at 9:00 am at Stan Hyatt's office on March 28. His
office is located in the Forks of Ivy Plaza, US 19-23N at
the Buncombe-Madison County Line.
Mr. Randy Turner will serve as team leader in this review
and will be assisted by John Lansford from my office.
Copies of the project plans will be sent to you for early
review by March 10. This will allow us time-to incorporate
comments from the preliminary field inspection scheduled for
February 14.
If additional information is needed prior to this meeting,
please contact me at [phone].
SAS
cc: Tom Shearin, PE
Frank Vick, PE
Archie Hankins, PE
Roy Shelton, PE
Bill Smart, PE

State of North Carolina
Department of Environment,
Health and Natural Resources •
Division of Environmental Management IL F
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary C) E ?--? N F1
A. Preston Howard, Jr., P.E., Director
May 10, 1994
MEMORANDUM
To: Melba McGee
Through: John Dorney
Monica Swihart
From: Eric Galamb
Subject: FEIS for US 23/1-26 Corridor
Buncombe and Madison Counties
State Project DOT No. 8.T842401, TIP #A-10
EHNR # 94-0753, DEM WQ # 10590
The subject document has been reviewed by this office. The Division of Environmental
Management is responsible for the issuance of the Section 401 Water Quality Certification for
activities which impact of waters of the state including wetlands.. The subject project may
impact 3.8 acres of waters including wetlands.
DOT should develop a mitigation plan for the wetland impacts. The mitigation plan should be
submitted to DEM for review and comment.
DEM appreciates the commitment to install hazardous spill catch basins. Local Emergency
Response Teams should be aware of the basin locations and their method of operation.
Signs directing the teams to the catch basins should be erected.
During the April 15, 1993 monthly COE/DOT/DEM meeting, DOT indicated that untried rock
check dams would be used for this project. DEM requests that these check dams be located
at the maximum distance from the stream as possible. DOT committed to develop a water
quality monitoring plan for this project. This plan should be submitted to DEM for review and
comment.
During discussions with Mr. David Scheffel (with DOT's Roadway Design Unit), DEM was
informed that an existing RCBC would be extended an additional 200 feet at crossing E-1-2.
In addition there would be 200 feet of channel change. The channel change was not
discussed in the document. All stream relocation/channelization should be in conformance
with DOT's guidance document.
Endorsement of the FEIS by DEM does not preclude the denial of a 401 Certification upon
application if wetland impacts have not been avoided and minimized to the maximum extent
practicable.
Questions regarding the 401 Certification should be directed to Eric Galamb in DEM's Water
Quality Planning Branch.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF
August 25, 1995
Regulatory Branch
Action ID 199402123 (TIP No R-2306 A&B) '?FCF
Action ID 199505735 (TIP No ?j-'I0 3B,C,&D) /1 ??Fo
V? n
Mr. H. Franklin Vick FM'iRpti ??/I?
Planning and Environmental Branch i?r s
North Carolina Department of Transportation 0,
Post Office Box 25201
Raleigh, North Carolina 27611-5201 S
Dear Mr. Vick:
construction delays.
This is to confirm youi: August 18, 1995 telephone conversation with
Mr. Bob Johnson of my staff concerning a number of Department of
Transportation (DOT) projects that are located within our Asheville Field
Office area of responsibility. Although a number of other projects were
discussed, we understand the above projects require the more immediate
coordination in order to lessen the likelihood of permit and eventual
We are in receipt of 'the individual permit application for R-2306-A (US
74 from I-40 to SR 2775). In reviewing the application we find it to include
Dnly approximately 3.5 miles of the project. Combined with R-2306b, the total
project is approximately 7.0 miles (11.26 Km.) Department of the Army permit
regulations require that applicants submit applications and plans that include
all activities the applicant wishes to undertake that are reasonably related
to the same project and for which a DA permit is required. In keeping with
these regulations, the R-2306A application is incomplete without segment B.
The application for segment A is being held pending the receipt of additional
information for segment B.
As you may already be aware, it is essential that we receive a
comprehensive project application in order to evaluate cumulative impacts to
waters and wetlands over.the length of the US 74 project and to fully apply
avoidance and minimization standards under the 404 (b) (1) Guidelines of the
Clean Water Act. Further, Federal and State review agencies typically expect
no less than a complete and comprehensive public notice where such projects
are proposed. In submitting, the complete project application, you should
also include channel relocation/construction details (i.e. any proposed in-
stream fish habitat structures, streambank revegetation plans, etc.) for the
significant stream relocations. Likewise, if stream channel enhancement is
proposed elsewhere in or near the project area to compensate for net linear
stream footage lost, please indicate this with the complete application. The
specific locations of any such channel enhancement work can be provided during
the public notice review period if not immediately available.
Regarding A-10, I understand that your office is planning to submit a
comprehensive individual permit application package for sections BB, C, and D
in place of a pre-discharge notification application for what would have been
a large number of nationwide permits.
Primed on ® Recycled Paper

-2-
We believe this decision is well founded in that this 12 mile long
multi-lane interstate project is expected to have much more than minimal
individual or cumulative impact on aquatic resources. Had you made a decision
to submit a nationwide permit application/s DA regulations and the 404 (b) (1)
guidelines allow for a finding by the District Engineer that it would be more
appropriate _o proceed with an individual permit. We believe that the
individual permit procedures in this case will provide for a more efficient
public review and better accommodate mitigation planning and review.
In March of this year our Asheville office participated in a site
inspection o the A-10 preferred alignment with a number of other Federal and
State agency representatives. The project is expected to result in the loss
of approxima=ely 8 acres of wetlands. We are in agreement with your
Department tat there is little opportunity to further avoid or reduce wetland
impacts within the selected corridor. Therefore it was recommended at that
time that DOi, begin to consider developing a wetland mitigation plan to offset
potential unavoidable wetland losses (perhaps on one of the proposed waste
areas).
Of even greater concern to this office and probably the review agencies
are the expected primary and secondary impacts on trout streams and
tributaries. Primary impacts will result from channel relocations and the
numerous, lengthy culvert installations. Secondary effects may be even more
significant due to sedimentation and runoff from upland construction, and
watershed clearing. Acid rock may also be encoun_ered during construction.
Some of these impacts are already visible due to private logging operations
within the anticipated highway corridor. In considering the potentially far
reaching effects of this project on the various cold and cool water resources,
my staff recommended at the March meeting that DOT develop an aggressive and
comprehensive mitigation plan designed to avoid, minimize, and compensate for
primary and secondary stream impacts. We believe that such a plan is
essential and that it should be submitted with the permit application or at
least during the public notice review period. In short it will be part of any
issued permi= along with the wetland mitigation plan.
In providing recommendations concerning stream mitigation, all channel
relocations should be planned in accordance with the North Carolina Wildlife
Resources Cormissions published guidelines for channel relocations.
Relocation plans should show specific proposed in-stream structures designed
to approximate natural habitat conditions. The plan should strive to add
length to channel relocations where possible. Relocation plans should also
include detailed revegetation plans including species composition, plant
spacing, etc_ Stream channels that are unavoidably placed in pipes/culverts
and permanen7-ly b,lried under the highway, should be mitigated for by locating
nearby waters suitable for enhancement. Enhancement should be undertaken on a
greater than 1 to 1 linear ratio. Streams selected should be of similar size
or larger. Typical enhancement measures may include but will not be limited
to streamban< stabilization and/or revegetation, installation of fish habitat
structures, fish stocking, and fencing livestock out of the stream or
constructing managed livestock watering facilities.

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DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
F'
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Action 3D-No: 199505735 May 9, 1996
PUBLIC NOTICE
The North Carolina Department of Transportation, Division of Highways,
Post Office Box 25201, Raleigh, North Carolina, 27611-5201 has applied for a
Department of the Army (DA) permit TO PLACE FILL MATERIAL INTO 7.79 ACRES OF
WETLANDS AND RELOCATE 8550 LINEAR FEET OF STREAM CHANNEL WITHIN THE DRAINAGE
AREAS OF BIG BRANCH, CALIFORNIA CREEK, HIGGINS BRANCH, JARVIS BRANCH, SPRINKLE
CREEK, BEAR BRANCH AND LITTLE (LAUREL) CREEK TO FACILITATE THE CONSTRUCTION OF
INTERSTATE HIGHWAY 26 (STATE PROJECT NO. 8.T842401, TIP NO. A-0010) FROM NORTH
OF NC HIGHWAY 213 TO THE TENNESSEE STATE LINE AT SAM'S GAP, A DISTANCE OF
APPROXIMATELY 10.2 MILES NEAR MARS HILL, MADISON COUNTY, NORTH CAROLINA.
The following description of the work is taken from data provided by the
applicant and from observations made during an onsite inspection by
representatives of the Corps of Engineers. Plans submitted with the
application show the construction of a four-lane, controlled access highway on
both existing alignments and new location. The southernmost two miles of the
project (applicant's segment A-10BB) extends from north of NC Highway 213 to
US Highway 19 at Mars Hill. This work is generally located along the existing
alignment of US .19/23 and would impact the waters of Big Branch, California
Creek and their tributaries at five locations. Existing box culverts at Big
Branch and California Creek would be extended to accommodate new lanes. A
220-foot long section of Big Branch would be relocated. Fill in wetlands
totalling 0.45 acres is proposed in this segment. This segment (A-10BB) is
being processed separately under existing DA nationwide and general permits.
The impacts from this work will be considered in determining mitigation
requirements for the entire project. The middle six miles of the project
(applicant's segment A-10C) from US 19 to SR 1318 at Laurel Creek would be
located on a new alignment to the west of US 23. This section would impact
4.13 acres of wetlands at ten locations and 1.81 acres of surface waters at
six sites. Approximately 460 linear feet of Higgins Branch and 1000 feet of
Jarvis Branch would be culverted. An additional 170 feet of Jarvis Branch
would be relocated. A large waste area for disposal of unsuitable soil and
rock materials would be located in the headwaters of Sprinkle Creek. At Bear
Branch a 400-foot long section of channel would be relocated and approximately
915 feet would be culverted. A 900-foot long bridge span is proposed across
Laurel Creek. The northern 2.2 miles (A-10D) from SR 1318 to the state line
is on new alignment to the west of US 23. A total of 3.21 acres of wetland
and 1.10 acres of surface waters would be impacted in this section at seven
sites on tributaries to Little (Laurel) Creek and in the headwaters of this
drainage system. Two additional waste areas would be located in coves to the
west of the proposed roadway.
The impacted wetlands are associated with groundwater seepages and
springs. Of the total 7.79 acres to be impacted, 0.98 acres are undisturbed,
forested wetlands vegetated with ironwood, red maple, laurel and buckeye.
Approximately 5 acres consist of herbaceous marsh and scrub shrub wetlands
occupying low areas in yards, pastures or abandoned agricultural fields and
vegetated with soft rush, sedges, bittercress, Impatiens, tear thumb,
elderberry, and alder. The remaining 1.8 acres of wetland are marsh and scrub
shrub complexes that have been recently disturbed by logging activities. As
indicated above, the proposed project would cause the relocation, culverting
or piping of a total of 8,550 linear feet of stream channel. Approximately
7,000 linear feet of channel are trout streams or tributaries to trout
streams. The remainder of the channel impacts would occur on Higgins Branch
and Jarvis Branch which are not state-designated trout streams.
-3-
permit will be denied if the discharge that would be authorized by such permit
would not comply with the Environmental Protection Agencies' 404(b)(1)
guidelines. Subject to the preceding sentence and any other applicable
guidelines or criteria, a permit will be granted unless the District Engineer
determines that it would be contrary to the public interest.
The Corps of Engineers is soliciting comments from the public; Federal,
State and local agencies and officials; Indian Tribes and other interested
parties in order to consider and evaluate the impacts of this proposed
activity. Any comments received will be considered by the Corps of Engineers
to determine whether to issue, modify, condition or deny a permit for this
proposal. To make this decision, comments are used to assess impacts on
endangered species, historic properties, water quality, general environmental
effects and the other public interest factors listed above. Comments are used
in the preparation of an Environmental Assessment (EA) and/or an Environmental
Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to determine the need for a public hearing and
to determine the overall public interest of the proposed activity.
Generally, the decision whether to issue this Department of the Army (DA)
permit will not be made until the North Carolina Division of Environmental
Management (NCDEM) issues, denies, or waives State certification required by
Section 401 of the Clean Water Act. The NCDEM considers whether or not the
proposed activity will comply with Sections 301, 302, 306, and 307 of the
Clean Water Act. The application and this public notice for the Department of
the Army (DA) permit serves as application to the NCDEM for certification.
Additional information regarding the Clean Water Act certification may be
reviewed at the offices of the Environmental Operations Section, North
Carolina Division of Environmental Management (NCDEM), Salisbury Street,
Archdale Building, Raleigh, North Carolina. Copies of such materials will be
furnished to any person requesting copies upon payment of reproduction costs.
All persons desiring to make comments regarding the application for Clean
Water Act certification should do so in writing delivered to the North
Carolina Division of Environmental Management (NCDEM), 4401 Reedy Creek Road,
Raleigh, North Carolina 27611-7687, on or before May 27, 1996, Attention:
Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will
be received in this office, Attention: Mr. Steven Lund, until 4:15 p.m.,
June 7, 1996, or telephone [phone].
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..

SUMMARY—- SHEET

FILL IN FILL iN
SITE. SIATim. WETLANDS (AC.) SURFACE WATER
'-"_ - ?•? SITE IA 0.1 AC.
SITE IB 0.04 AC.
STA. 10 6-00 TO SITE iC 0.14 AC.
1497+00 - 0- RT & LT SITE ID 0.053 AC.
0.7 At.
~
,^__. --_? -?---- SITE iE 0,032 AC.
SITE IG 0.052 AC.
SITE IF 0.51 AC.
SITE 111 0.81 AC.
SITE IK 0.15 AC.
SITE W 0.22 AC. _ _--
.,T_...?__.._..._..?.?._.r.?.................r-r- SUB TOTAL SITE i 2,10 AC, 0.7 AC,

STA.1489-, 80 TO
II 1493.40 - U•• RT 0,15 AC. 010 Ac.
_ 0.08 AC.---
11 511+p0 0 I- CT & RT 0,31 Ac,
STA.1522?OG -LI• RT 0.19 AC.
AND 1527r0C, -t1- LT 4.47 AC.
STA. 1532+00 TO 0.04 AC.
31 1540400 -Li- 0.40 AC.
5TA.1550+F10 TO .0.06 AC,
Ott r55:+30 -u- 0.05 AC.
STA. 1570+4U "-LI- RT & LT 0,11 AC, 0.0 A.C.
AND 157k ! -LI- _
1'0 T ALS 3.21 AC. 1.10 AC.
N. C. DEPT. OF 'T'RANSPORTA'T'ION
DIVISION OIL HIGHWAYS
MADISON COUNTY
PROJECT- 8.T842401 (A1bD)
I-26 FROM SR 1503 AT
LAUREL CREED RD,
TO TENNESSEE STATE LINE
Jq bro-T SAMS OAP
$HZET 10 0 r 7 P,n 6Hu-r o? ?
e R^Tt q
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor August 4, 1992 A. Preston Howard, Jr., P.E.
William W. Cobey, Jr., Secretary Acting Director
MEMORANDUM
To: Melba McGee
Through: John Dornego
Eric Galamb c
From: Monica Swihart
Subject: Draft EIS US 23/1-26 Corridor Study from NC 197 to NC/TN Border
Buncombe/Madison Counties
State Project DOT No. 6.869001T, TIP #A-10
EHNR # 93-0029, DEM WQ # 6325
The subject document has been reviewed by this office. The Division of
Environmental Management is responsible for the issuance of the Section 401 Water
Quality Certification for activities which may impact waters of the state including
wetlands. The following comments are offered in response to the DEIS prepared for
this project which will impact 3.8 acres of wetlands.
1. A 401 Water Quality Certification will be required for this project. Applications
requesting coverage under our General Certification 14 requires written
concurrence.
2. Ivy Creek, Adkins Branch and Gentry Branch were reclassified by DEM. These
waters are now classified WS II to a point 0.6 miles south of Adkins Branch. It
is recommended that hazardous spill catch basins be installed and maintained
along all WS creeks within the proposed construction project.
3. DOT should require that the contractor not impact additional wetland areas due
to the disposal of excavated spoil material, as a source of borrow material or
other construction related activities. The document states that wetlands will be
filled by construction material. DEM prefers that these wetlands not be filled.
Are these fill areas included in the 3.8 acres of wetland impact?
REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 9191946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
A p'.. 4
4. As discussed in the DEIS, a mitigation plan will be developed in consultation
with the resource agencies. The mitigation plan will be included in the FEIS.
5. Endorsement of the EIS by DEM does not preclude the denial of a 401
Certification upon application if wetland impacts have not been avoided and
minimized to the maximum extent practicable.
Questions regarding the 401 Certification should be directed to Eric Galamb in DEM's
Water Quality Planning Branch.
cc: Eric Galamb
G
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PAVED SHLD. ~ SfiAL SIGNATURE: ~
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NOTE: FOR PROFILE OF -Y21REV-SEE SN T EE 36
+75 -LREVI- NOTE: FOR PROFILE OF -RPA- SEE SNEETS 36
395' (R i l NOTE: FOR PROFILE OF -RPB- SEE SHEET 37
NOTE: FOR PROFILE OF -RPC- SEE SHEET 37
NOTE: FOR PROFILE OF -RPD- SEE SHEET 38 NOTE: SEE SHEET f7 FOR CURVE DATA
PAVEMENT REMOVAL
DO NOT USE FOK C®NSTRUCTION
14-r~4AR-1995 "14:30
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WOODS woops
14-MAR-1995 10:12
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STATE HYDRAULICS ENGINEER DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
Prepo~ed In the Offlce off:
DESIGN DATA PROJECT LENGTH GRAPHIC SCALES
DIVISIOIII OF HIGHWAYS
100 50 0 100 2 00 LE11(GTH ROADWAY FA PROJECT APD-13-1(29) _ 1990 STi1NDARDS SP6CIFICATfON
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D~ 10% TOTAL LENGTH PROJECT 8.T842401 = 6.023 MILES ~GHT OF WA 100 50 0 IOIO 200 D 55% ' OF WAY DATE: FEBRUARY 1995 SANDRA A. STEPNEY P. E. 5lG~TU~~ STATE lifGIIWAY ENCINE&R - DBSfGN
PROJ&CT 6NGIN86N ROADWAY DESIGN DEPARTMENT OF TRANSPORTATION
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DUAL 5% ACCESS BEING LIMITED TO INTERCHANGES
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14-MAR-1995 10:12
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`„(R'T) ~ ' , ~ ~ ~ x,-' r r m DB 183 1 r ~ ~ ~ EIP IR D ~ SEVp g CSP
'i'a ! Z \ ° Oc'*+ fit; 3 r'' ? y„M1~ 1 f IL UTEIUL ry'pT[H ` ~ .!1 l,:f
~,'"i ; s S ¦/CUSS I Ri RAP 1 t x.1.7 ~ G`'e6~~ ~3 6• w " ~ 9 ~ S sEE DETAL E . ~ ~'2 c ~ "a^(. Ll .X ~ ~6 B~ SII10LGtOR / F
SHEENY ~("q_,,.-..~ F DING ,rye ~ '~e~ .ti,~ 41S r. • ~ ( Sri , O u• ! ' / v NCE PDST ]0• CSP W;~9EI E W 3 FE f ~ ~i !6. cs~~ ~ W ~ ~ --k.
> r. ~ ~ „th• 155 PG I' l o+ pp ~ " i! ~ V C \ ry~~~ N O f - { ~ ~~~1, ~ ~ rLp' l0E PROIECTI ON ! ~ / ~ ~ j?"1 , ~ ~ • +1 C5P
? `^V' h'^~~ 1f t/tt. I RIP RAP 6 ~ ~ ! E . S ~ - . i ID ROCK SILT CHECK TYPE B S Zf,r ~ 30' CSP t A / ~ O ! ` e cA. 6• x r caRR. 1 / { C • r,7; C
ry ~ %J ~ ,3 a! ~ SEE DETAI L B O s, ~ t ~oDS 1 ,p.:, ~ ; ' ,,~,~31I v~, +30 -L ~ ~ m i;~ ~ i W ~1, ~,a*.
`'J ~1 ~ ~ ~ d 80-~ E ® K~~~`"} ,'~:a 225' (RT1• '33'w ~ n ~ m S',~ ~t 4 C~ ~ WD /F~ fi ` 1'Yl ~ 3, t.
95+.a~T) / fin, ;r,l ,I~a °=m ~ ~ 1 ~ V M ~ ~ JB ~+~r? ~ r~ L'''1 tOE PROTEC110N + N ~ F~ I ! B. C~':9, ~ ('y / S • ~ r~' K/CL I RI P RAP
1, ,2 ~ ~,J' ,,.5 T 3 ~ SOUR' ~ . J T~~.. <I, >J W ~ 10 92.40' r~z,, ti I +~4 ~ N ! :r~/ e SEE DETAIL D ~ ~
t, ~ ~ I ~ +05-L - ° N I + AN RAC AY , Q ~ r,. ~g THOMAS A. ! d+ t,• t , Z ~ lt! A bL.~ l0E PROTECTI DN-- "11 Q. 1. ~ ti; ~ VCL. I RI P RAP 8 i
~ 0 '"549' (~~fi) ti ~ ~ 8 ~ qq~ ~ 122 P 5 ! c, i v D8 ! { ~ THOMA A. AND GRAl,E RAY ! ROCK SILT CHECK TTPE B ` p ~ i "3 C~ ~i SEE DETAIL 8
'w~ 0~ „ / {n W r ~f + M DB 185 P 0~ - - - SPECI AL ROCK CHECK DAY ~ 1 N-; I` L ' - ` f i' t w-
~ 'a# x~~ , ~ •j,;.,, / { T ~ ~ +30 -LREV ,'lr~~ , ~ ,.w2r ToEPROTECrA>H DB 122 PG 135 ~ , 0 LREV zs• o. c. ~ ~•'~,.,3., LR V x,~ ~
,r~ ~.r, r +04 - ~ 455 (RT) NCS':1~9 FED ~ °u ~r° R/aessl~RAP LREV W {1 _~r , i}, r t .h~ DB 185 PG 19 ~ ~ 5' (RT) SEE DETAIL A ~ ~ ' !RT) `L^°F? U M s 60' CSP, 8 c } T ~1, ` ~'^5 ~ I 1 ~ i i0E PROTECTI ON
SERVO L, ~ RO ~ ~ { { scE ocurr c 371 (RT) .r, , + ~ p ~ X 6' K 2' C , C^~ ( 9/Cl. I AI P AAP Iq° WHITE OAK 5 ( ~ ! 4 I ((~1, TOE PROTECT SEE DETAIL C
JODS 't~~ + •V- °Q wrir, DB 99 PG 91 W ' ro h W 0 ~ 50 `!Q ~ir ~ , . ~ wooDS W~~D T ! f 4" ~ti" R/CL. RAP ! ;rd / I i ! t ~ DET LCHBECK TYPE B ~1"n ~ ~
~ ~ i„: ~ ~ 390 (T) ~ > ° ~ r` ~ 1 E { „J
1. ~ v sJ it ~ V if ; s 1 ! f/'~',; W / W +01-LREV- ~0
°50'03' w °lf~, w ~ r. OODS } O ~fl,,, ~ .~s 40 LREV- w 'r' , ~ / ~ ~ 487 (R1) :~,3 ~
~'1 f~j3 ~ ~iayr l ' ~j'e ~ I r =~j i SPECIAL ROCK CHECR DAN \ t~ ~ t-1<~ W ~I I • fl! 407 IRT) 25' ac. ss w ~ ~
~ ~rl. ~ ~ ~v'r' E-~ !~W SEE DE1NL A ;'a Gl ~jr 1. E--E~:' t 1 L:J ' ~ f f r\ ~.r>, ~ O ~~f t,~ I I ~A '-t~ t, +92 -LREV- 2-LREV- ~ ~:~~Ir r ,,'~a ; (y W / f~____ s ~ ,
0 n~. / W '1~ G ~7 7 tf; r, 1 I ~ ~.,~~,,ti,~ C~ O F~tt +09 -LREV- w. 491 (RT) ~ ~ I~, s-:: NG, . . k••~ e"^~ ~~ttt.~,,; SPRY ~ .,,:r`-.,.:..~
~ ~ r~~ O y 1~~,a, - ~ r~r C tdF 2 .1~ { { I t W AIL ~ ~ w ~ 1
~ i>;~, ~ ~ 553 (RT) `s~W ~r~, ~ sPEC1AL ROCA aEa DN + r ~ +38 -LREU_ Ji +70 -L V- ~9h M.", _ ~ , 5~ q ,
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it??;~, ~,p`• , p f;~r J. ~'rft 551 (RT) 3 I W 2 +71-LREV- a,. ~ ` , R ~ ooNCR ,~,I~aZE ' i s I , S•W , ~ t , tJK
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t ~Q~Q ~ ~ s {~s s r~ ' •r ff , teal E t ! t FROY STA I I TS•)0 TO STA I I /I •SD •LIIEY• RT. t C t c 2. ~ t 1 t( ,j 1. e ~p `".,s,S F.°'~,°,, ~ a't,{'3 ~ r! ,r~ 1 t ~'~y { 41 I `X~ I p~y.~~ _I Si ~ •M, ft ~ G'`a r r "`xy.~ 8 ,,.y .„....3 r h.• ~1T ~~71t •
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C 2 r,z { aj~-~1 • V"' 1 +84 LREV , , I ~ , ,e. a t' .I'7 - Ila l~ I Y s "Y, i. 1 ~1 4 ~~....y..,..5 4;,r , , Ia v~~ ! ~ ~ , ~ W 847 IRT) . - ».w„ M lti ~ l ~ .•~,r, ! - ~ M ;t,.~•'-• ~ _ - E o +80 - REV_ ~ , . t?, r;; z<
,t , ' 707 (R e ,s ref ~ !t`~~ ft[3 OIL f r c.!' 6 ~ r ;1 `~rft-~ U TANK f+l _ ~"''W';,w ,w," µ i~?~ µE"`rE ESE--'4-~E-~E . , ~ 714 (R1) a',;I:(,+•srrd - ,~'s
~ ' ~;?ffr ~ X sue' tt,t 1 2 ; , +70 LREV- 44l~~ W +85 -LREV- ,}f• "e-°`~~' C.3 J !r ~W ~1 ~ f J ! v! 5\ 1`~, ,n,w"•E,.r~' f! f f ~ r.>i r ~ H ~ t ~ 11 air' T T , 0l( E ~ '~.r'" 1. ~ r~', ~ / . ,
w~tjr r{ 1 S woODi I 7R : { 847 (RT) 837' (RT) - ~ 5:~ .1 F D " rr K ~ ~ I? p` ~ Qt ~ v, W ! W +05 -LREV- 1if~~~>;1' OF -LREV-SEE SHEETS 20 THf~U 21 E:, - , ° `c.r _ ~~`0~~ OF1LF • T r +4~' -LREV °
+ - - +ZO -LREV- ! 748 (RT) ,t+N~TE: FOR P ~F,°I OF -YIBREV- SEE SHEETS 31 ~ 46 LREV ~ ~P,.,- , o,+ 696 (RT) ~G3 ROFIL>¢~OF .-Y18A-SEE SHEET 33 w~
'x3 t'•1 ~ f' ~ , ,f,. - OIL lit] ~ w~ ~ 12 , ~,y, , "cy ' ~q' ~s TANK r ~ as NC w f' , ~ IC , - aaCO G ~ , r I *ts' { V ON 36' ' r 1 {t{ ~ , 1{+~',~ 1, r~ + ~ NOTE: FOR P ,6 , , , 721 (RT) 749 (RT} 1
J>. " G l ~ ~ CON 2 3 , - `.E~,,.~-+, t-~ r r.~{,~ R WET ,off C ° + s R 6 ~ _ - ~ ,..H..Ci ' a' ,,w l" ~=Y1Bf~T -SEE SHEET 33 jf:; ; i~ ~ NOTE: FOR PROFILE d ~ I ~ RUCK'°r~'SCAP AMp i
_ ~ ! o Wq .,..w ~M.--•-- +32 -LREV- - ~ _ t , NOTE: FOR PROFILE OFT r~,,~ ~ +32 -LREV _ ~ „ . w SEE SHEET 39 ~ ,.;1, C - .r r ~~31j;~n^~~r~,~:t. I v~„,kS;,~' iar~
_ - ` ~.bN'.... ~ +71 LREV- , a,K, r E ~'E ; • ~ r `~fr~ LT r•'»~, 771 (RT) _ , s , z„~ ~ SQL L ° ° - iE ~ T I7 ~ r I y ~ ~ 771 (RT) ~ M - "g sc ~ NOTE: FOR CURVE DATA SEE SHEE
, W 't`.._24' CM ,~,~a ,q„;;Iq, 969 (RT) • t ~o fry" j I I a ~ p ~ • M HOCK X~" - ~yN.. ~ ~ ~ ~ /s, ~ ! t~
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~ p~,~.,,.{,~':~- r, 1895 (R~) ,,r+74 -LREV- ~
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14-MAR-1995 10:13
/usr2/rdy/a0010c/a10cs06.psh
stepney2

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WOODS v`,lr WOODS ~t N,E.
"~~rt~+ ? SEAL SIGNATI)RS:
rlr T~ ` 1
TOE AECTIDN ~ i0E ION TOE E ION { TOE PROTECTION cNof to Scob +60-LREV- ° fN°t to Scalel INOt t° Sedel Tft
ROCK SI LTI CHECK TYPE B ~ ~01^~ ~MD' 4~r°M 9w• NOT USC hOR CONS'I'I~UCTION
SEE DETAIL B 550' (LT) +j'~ 'ft: 2S' O.C. r afUir.Cl. I RI °R° Fe e•l'Srf' jfj ~N, AOCA SILT) i p• •f urur.Cl. I RI R f`'1~.,. L.n~s I
CMip TrPE 0 e.j,~rr• FROM STA 1205.00 TO STA 1205.50 -LAEY- Li, FROM STA 1191.00 TO STA 1198•]5 •LREV• LT. .'y ro• or Lrwr.Cl, I AI A FROM STA 1202.00 TO STA 1207.50 -LREV- LT. I
FROM STA 1111.75 TO STA 1202.00 -LAEY- LT. m r FROM STA 1105.50 10 5TA 1205.00 -LREY- LT. C.i~ r
FRpI SL i i 13.50 10 STA I 196.50 -LREV- AT. /i h p~ t 44 y, I ll0 NOT U51J FOR RAW ACQUISITION
~/n. I ar AAP tl " ~;I/ ' +70-LREV- ~39'~
SEE pETM L D hS' r' r~ 635 (LT) ~ _ _t~ ~ ~
/ 36, , ~ TDE PROTECn aN l~,r F~ ~ ;V . z9, ~a~ VCL. I Al P RAP 6 ~ I `v ~ i O N i N O I
jy ~f ~~S i ROCII Sf Li CHECK TYPE B Cpl' MOE PROTECT ON N O h v SEF DETN a/CL. I Po P RAP ff nn \ tS ~ L B SEE OETM l D ~ (~j W ~ / ~ - I AI ,
/ E ',f ~t "C if~.S~~fv d"?t~f k`;7 a'i1°RSw
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~,va~ W 0 _ r, -,.a~ ~ ' ~ V ~/VjOE PROTECTION - ~ ~E ~ h ~
1 ¦/CL. 1 RI P RAP f ~,c+•.I`~ \ ~/,A~ SEE DETAI L C ~r~!~ ~ 1 'hJ I' ;t '
~k~~ E~coaa ~r ylo .i, c~.~, d' ~ ,NHS ~ E~ ~ , 3,,, b
`S , ~ /f JB ti, ~ ` ~ +21.61-LREV- ~ o , - °s-„, , I ~;x° .f;;.« ~ h6~~~1 ~ FENCE COR. Ce' ~I'" .~~>;f3
300 (LT) ~6~ .gig>~ ~ ~ / _ S 30'25'54' W ~
) r r yy ~ /23.56' ~ 3 f 1~ ~ Pa.3 t i ~ ;',~f '
E- t,<,, ; ~ 201D' TAI' ' ~s s \ FRANK ARVIS JR. a~ ~£,s~~ ~ N ~
~ .~.3 ~ os. O .HALL ESTATE hT~` 'n ~ OST ~8' 'r01 PG 570 '2 t'• ~ ~<h 77.71' 1~' ° „S:~z°' I~ ~ - h 1~9 a t4;.,~: 'WOODS
W ~ ,t~ ~ FENCE Ea a~ - \ \ S 3g• 24' WHITE OAK JAK c ~ 09' p~ WALNUT ' < I " ~ dx•;
pg 0 ~ l~ \ '~s W 68 PG 500 ~ p / ~ zt,~' fe~7f \ WHITE OAK ~
• ~ i~; 25 Ea ~ ~ p 98• 30' WHITE OAK / T d' J 12' PERF, PIPE 0 s £ I ; S/ ~ y j UN • 2{, } r~ E ~ 411 ~ p ~ DEROgyN Ea ~ C,~, :r E.B. HALL ES~`A~E r ~ ~ `
f'^JI ~o 0 'l+ ~ DB 68 PG 500 s A ~It. ti 0 O r W d 2
0 4 '~9s END EXP 'r, DB 75 PG 24 2a ~ 1 scl ~ m I tp 2~6 Z
I5' ; ~ _ RESSW Y GUTTER Mfr ' 6' ~ ~ LREV- St I5• o Ea ~ 50 ,4~s` 1 : , 0 ~ . ^'''2CI oEGI AT~I r. 5 20°02 I~ W ' W s i~- - ,
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N 61.07' TWIN OAK f, Ea .6 ~f 70' 30' EGI 30' "T~ ECI .2 v ~ ~ •~r~ t, '7~ TWIN OAK p ~ 87.98' co .-fi ~-r
~ W m 1 t t JO' ' je , DI F~ q JR. AND SALLY KUYKENDALL , ,~s~ ~ 2 :E ~ ~
0 30' 2 ~ \ 0 ~L DB 149 PG 657 , ~ ~ , ~ - F
,B. ~ ,2q'~9(~;'" \ ~ _ E.Q. 41'ALL ESTATE \ ,~3 ~ ~ FENCE POST , £ l ~ ~ 6~~~ 3 FENCE COR. w i~ ~ c g W00 ~
/ ZO EIP \ ~ ~ DB 68 PG 500 \ 6~ ~yo •~tih JOE & NESTER Q ~ ' y ~
/ Nos. . I,02' W \ ~ ~ DB 75 PG 24 ~ b°r / EIP: !EIP 's.ps, N 32 3 \ \ YOIJN OD ~ / Q , - - - c DB 119 PG 18(x' u, ~ ~r;~ l ~ q
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2 ~2 S v„i ,1~ EIP ~ 1~~,: ~_~I~~''~,r / S. ~ ,,b~~86 PG 536'=' { } \
~ r/ ~ 7 0 1/ 311... -.Y ~i ff r. 2 qm' Ia3 s' t .1 .S~ F I ~ „z'~ 1 EIP . - 1 1~,~' M Yn. I
~~~M~1~'3~.tit ;~t' irty ~ Y~
i E.B. HALL ESTATE 13 itts tt r g:,~ t l ~±jl~ .k ~ ~ ~ ?3,.. j
~ ' I~~'° #f DB 68 PG 500 r ~a~ S;,N ,.~3 • S a~Li~ l0 I i t }I Uzi \
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______LREV_ 4"~ ~ 365' (RT) t~ll`~ ; , si , ~t ~ e~ i ` ~el~~ 380 (RT) ~
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I~~ ~t,,g tt , MEDIAN ~~d ~a~,
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M }t ESCAPE RAMP ,!T .'N N
Sit) 'ti^ • ~ PAYED SHLD. m ! ~ I }l~
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~ DETAIL OF MAINLINE ~ Mw y, hz'~~~
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• i`. ,r~,l `tr ~,s ~ ~ NOTE: FOR PROFILE OF -LREV- SEE SHEETS 21 TNRU 22
,r1 ~^~i' w' i WOODS 1 1 ~t;~ r NOTE: FOR PROFILE OF TRUCK ESCAPE RAMP SEE SHEET 39 ~
z3 i \ ~ ~ NOTE: FOR CURVE DATA SEE SHEET 17 f'~,m
14-MAR-1995 10:13
/usr2/rdy/a0010c/a10cs07.psh stepney2

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r A ~ ~ 130' (RT) -1` '7 rY~ •95 -L- !
/ r~ .x may, " 55gW - Ii _ ~ r ~ t.~ 3 MEDIAN ~.~i4 ~ +22 L- - ~ 135 (RT) i BARRIER r}
~ X 720' (RT) t t K, i f ~ + ~ _
~ WOODS ~_f r;"3 ~ 6--L--- J
f~ ,,,,r" i/,. ~ .T ,~,j 734' (RTI ~ ,1 + .-L- ~ ~ ~ fpm
+20 -LREV- f f•~ 'e~ WOODS ! } ~ f~P x lRT w~ t
30 (RT)
t„~ n , NOTE: FOR PROFILE OF -1REV- S SH ,y ~M~ ~ „ . ,
+ s -L- _ _ +80.44 0.44 -L- ~ NOTE: FOR CURVE DATA SEE SHEET 17 r PAVED SNLD. m c. ~ ~ y s ~ ' ~
~ ~ } 620' (RT) +5g ~ 661' (RT) ~ • ,
r ~ + 65 -L-
1 ~ ' ! ' ~ FEED < ,`,l',.,e ~ • GR ~ ' R • , ~ 670 (RT) ~ ~ DETAIL OF MAINLINE
~ ~ • F ~ ~ tir
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~ ~ ~ ~ ~ ~00 -L 8~ i<..d~.r~ t f~
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14-MAR-1995 10:13
/usr2/rdy/a0010c/a10cs08.psh stepney2

PROJ. REFERENCE N0. SHEET N0. TOTAL SHEETS
~ - 9 - A1
,y, , ( yv, M , a , STATE PROJECT N0. F.A. PROJ. N0. DESCRIPTION }~1(f,~ Mµµµµ ,r' ~:r7l3Er+'i 11 ^.a a t\ - - ~L1 ~r .~r~)~
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.r ~ (,E f ~;*3 r £ ~ j M~ PAVED SHLD. m
~f' f
~R' € ! ~ # MEDIAN t a ~ F~> # ^ w 1D ~ RRIER
't~, . tr~ t r t , I p ~ BA
,r ,N,, , , , ` p1 w +~s
I . 5~ t~ J 1' In i i t'~ ~ E .pro 0 3 • ~ ~ a ~ o ~r~ [ SAS `)d L61 94 t~{;; ~y~^~}3'~~ ~ 'h ~ Q~ .a ~ P.S.
" ~ 8 NOINVIS N,1100N3M ~ , I ~ ~ ~ 1118~~ ~ z a ~ e t a SRAL SIGNATURE:
_ f 3 ' ye '1 410HVH,,~:, t`z ~ Q t . er.. air -•,3~IM '8'dP 11188 zO- WOODS
ti~>9 " ~ ~ w = m o ~ m 3 PAVED SHLD. off, ~ ,s , ~ ~2 wY o
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WOODS ° Ir i (vr:. t r ~'S m ~
r r I o ~ ;f; , D t t I. ~ DETAIL OF MAINLINE /
p .,3.~r B S ,rz2 z ~ ~ ~ t ~ ~ 3 ~ yr N ~0
~.u.P ~ a ~ ~ rr'1 .0. ~ ~ ~
W ' P.S.
~Fc ~ 39, HA .OLD L. BAB , T ~ k F D DOLYN STANTbN• ~ J ' r' a: I J ~ SRAL SIGNATUR
~3~° ,,,,gK B !r . ~ f - , ,DDB 197 PG 538 r ~ 3 i I
' r ~ r ~w~., ~I ~-r,, r t z p 3 ~ r s N r.~ ~ r OO ~ '
9s ~ 33 ~ Q - wooDS / i ~ ~ ~ ~ r r ~ ~ O 1.
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~~t , Ca DOUg i ~i t~ ~ r; ' A E RICE & 3 r , ~ TERRELL OD m ~ f 4,~ ~7 ~ `rw"' '~f \ 'f~
#z~d, ' HARON R. RICE ~
'KELVIN WAYNE ANDS ~f - f ' HAROLD L. ~E +50-L - .1
~i DB 191 PG 553 aC t. ~,r' T.; ~r," EIP m 275' (LT? t BABBIT sa, p~ ~ JAMES V. LUTHER
' ~ 2'4~ 34 ~ ~ ~ , DB 105 ~a~, ~ in = t G 138
Q ~ i .1 DB 108 P ~ . ~ N O Q ~ V ~•Y , , M MH
32 ~E: , r ~ F ~ DB 162 PG~.~ E t~~r1 rl, ~ ~ y e f 'L~, r JB ~
~ ~ ;t, o' ~ IP ~ ~ ~ ~ f i 695 ~ };7~, ; ~~,3 ^o / se a' ~ ~ ROBERT MAXX & ~ ~ DB 139 PG ~ ~ se ~ c ~ f~ ~ 't~ 'T.~'r ~ r t Lf I ~s lr .;t~ d,
r~ i O ~ ~ / \ ~ / ~ ~ i ~ IA M. RICE r [x; / ~ SPRING '`I~ ~ i 1 c ~ ~r Ea ~ (s r r ~
' ' I '~~r.J, 1 / ~ ~i ~ n W \ " h DB 96 ='Ea ~ t V r t~ c ~ ~ ,p ~ ~ ~ ,d
. 0 ~ ° l27 165 Ep D ,
J t F 24' p• , Ea ~ ,i t n. LOCUS ~ ~ , r = o 44.86' xY Ep ~ ~ I ~ ~ r r M N
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r~% E , DB 191 PG 551 N ~ r _
" i r • ti ~ v ~ LU, d. `~,..,f' PE PONS < y, 1 y f as a ° LANDSCA -
t.; / tr csP EIP 1 ' ' m v, ~ ~ W i ~ (P ' x° csr . I ~ . 4 ° f , ~ ~ , ~ ~"r OOD z~`, 71M
s;. ~ 3 ti 38 f ~.t I~. z _ . z f"~'N µ O r
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s ~r ~ BgSE tV~t~~ 'se wA~~~c ~L~.t.~'~,.[[.., C _ _ r ,PAEME~ J 1~ _ ~ .y A } y+~~ 2,Y l~
~s r ° \ t~'ts? ~ D ~n, r ~i`~ ~ \ 4s' r / K A r'l Eft 4 v 7(:.f' / N r~ r `i k
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r7 ~ ~ ~a-4X~ 3 I f J .r, l O 4, r °+tGtJ ( ~ ~y•..~~.~ 415 ,1
F ~ P.~ ~3 ~ t~ ~ f } \ A' C~,ti t Z 7 ~ ~ ,f ~ dQ 'a~ \ WOODS a ~;''t~ *>i~tr~
{ , ~ P ~iJ ~ h S° ~ / k. q \ f?~ ~ ` ,e ~ f 5 t a f ~ jar 4''~t ~~r .~~~i® t~ •1t ,141.r;J
~ 1 tt [ ~ ' ~ ~ / ti~ ~i - _X_ I 36 WW & 2SBW r ~ ,,off ~ f , t(~,fa M s t~rl ~
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1 .r~ ! , ~ d . \,~1 ^``f
25'05.31, 1~ ~ - - ~ t. l /
c WOODS 15 W x K` ~ i gym, x.56. x i 3 3 m
I `[~,3 PETAL ~ ( \ . , . IRTI x~, , , V V
YNE AND SHARON R. RICE ,~s , I - KELVIN WA ~ ~ l'" r ~ i ~ ~h 606 'Er% r r ~ ( ^ ~ -L' ~ r 6 y' v 1
~ WOODS j I DB 191 PG 549 ~ i ~ _ +50.5T
jY ct ! )F ~ , 600 (RT) 1,~ r WOODS ~64I r~
i ~ F ~ , r r
x'`~-•..,,~ 0 ROCK , • I "~r c,`i Q k*w ~;ALC f MTL yr, r ~ t C, r r firs
S i GATE r`fi P t\ ` z~•~ ~ X ~~t NTL ~r<r~ r r ;ATE r~r P ~ ? ~ "
1 n, s ,I; • J ~ ~ j ~ • tat s;'~ 1 ~ , r ~~"~r r r" ~ OODS ? ~ r W
et~~ ~ S ROC ~ k ~ r 5 4~ , ~ i' p ~ ti ! r r 1 \ 4~~ V sj~
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*1 ~ ~ ,,1 B } r r r NOTE: FOR PROFILE OF -L- SEE SHEETS 23 TNRU 24
6b5 Dd t6 ~ } S ONd 3N1.dM NIA13~` , t ~H 1 ,r~ ~~1 w.j'~~ ~ ~ MTL) ) ~ 301R 'a Noa . 18 ~ - , , _ ~ !I , NOTE: FOR CURVE DATA SEE SHEET
~r~~' ~,4'~ *;"s j r GTE, v` ~lt I i `N~
(K 9 ~ ~ ~ ' ~ , k~ ~ r °lf ,Ja,,\ WOODS , I ?
L T r e r I (~7 L~ ' ~ O ma/ry~,,,„.; . ~ l C., µ 4 I "ti . 2 - z t-~ ~r ~ ~ TI®N
i 3 + ` d i y, rG$ Ley i - DO NOT USC tOR R ~ W A(,OUISI
' r :.DECK r ~ ~'b ,~n,, ~ ~t?, , r p ~k~ 'V f? . ~ ll 7 1 G~j
S` J ~ s s~~ r_ . ~ ~ i ~ y ~ 4~ , , , ~ /r~,, E ~ rr r,,,t
, r _ 8' SOIL M , r s C`•f t;.~ 1 G ..,rc :~:"i~ w, :ri . ~
~n 4 r/`~ a , DO NOT USF FOR CONSTRUCTI®N
14-MAR-1995 10:13
/usr2/rdy/a0010c/a10cs09.psh
stepney2 _ _
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PROD. REFERENCE NU. SI-IFFY N0. lUTAL SHEENS
A1D-D 4
STATE PROD. N0. F.A. PROD. NO. DESCRIPTION
_ _
6'X6' CONC .
' 48' CM f I,
y; , , , . is 'o ~ ; ; ,,y.
r , Shb ~ ,
Sq' , j..
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f WOODS ~ f
f , ~ 20" CM i
~i v ~~,4 ~z,, 0'X 0' ~ _ y~ ~ ,
WELL HOUSE °,p " ,.~0 7
U l ILI f Y OWNERS ~ SF , S G
0~ 6~ D s I ; A r ' r
FRFNi'H BROAD FMC ~ ^`y, ~ b; ~
R.O. BOX 9 ~ ~ I',~ 'F 1 t i } 5~' ~i' 147.13 '
MARSHALL, N.C. 28153 ~ . ~ - - ; } f< i f<, ~
P i; ~ _ S GTE ~ . • Y - ~ 3 SBW ; f Y
4100 ROXBORO RD. ,
-Y21- S DURHAM, N.C. 27704 ~s t N 21°04
PI Sta 10.95.00 PI Sto 13.88.09 P! Sto 16.0891 f ~ ~ `-~24" cM { t ``r ' ~n . o 6E3.45 ' ~ N 10°28'54" W
T (LT) (RTl 10' S6' 00.00' fRTI 0.16' 4 00.00' 17' DO' 00.00' r D • 10'00' 00.00' G •1'00' 00.00' Qo oAK,: , 101.05 '
D • 7' 30' OO.a ARBOR `,c~: L • 145.7778' L • 161.8333 L • 242.8571 ~ - s `t. ~ 4 ~ ' `,c~, i WOODS ,s>, si ~ 4'X6' .
T • 731109' T • 845219' T • 122.3213` ; 6' ~~~,F . 6', ~ RESER.~~~"~ CMi
R • 7639431 R • 572.9578 R • 8l8.511P CM:;~:a ` ~a .
t !0. 1.89 PC Sto 13.0357 PC Sto 14.86.58 PC S o 2 • PT Sta 14.71.40 PT Sta 17.29,44 Ir=cM SPRING
PT Sto 1161b7 , •
Its ° S~ I5
'I ° FD ~ • ~ \ ~ -
EDITH WYATT ~ j ? ~ I { f.; , f' t
~ ~ r I f ' - 395' s~;~,
Y 1 A W'i' A S T ,.y~ ' I ' 18"LOCUST ~ . l~ L ~ L 1 ~ ~ Si, ~R,, `tib WOODS
~3~ °01'53
~ ~ 0~ t5 N 22• 7`
r _N 19°5 - .fit STUMP, 3 31 F ~ , ~ , j`30
34" OAK 136.61 ~ ~0 ~ /
b R'\ ti~~ ~C ~ ; ~ 0:: N N
9~° 25.5 , , 3" W . : s` a a ~ ~9."' N 31°~_ 218.E 1•p1 5 ~ { (j'~ ~ ~ a~ 66g /6 N Jq° , , V~ 31q,01; ~ 0.,< -~62 A ~ ~ , oA~l \ ~ So
F 9i~, F ,vt ~~y2 , /,8
+00 ~ ~ ~
~ 19 , 96. t~ a, w 205 ~ ~ OT
S T v ~ N 7s• zs" o ~ ~ ~ END C/A • 4q' 2•t5'3 lp 3. s E N 5.2~ ,p6 w ~ BEGIN C1A + 4 ~ 1`p S~ +25 _ ~ I
, , 8 O~ A3 , 2gs2 163.16 - i-84.53 ~ ~ ,t5~ N 63.82 : ~ 15(.3' ° 9 o~ ~ x~ ° ~~~5' 0.0 150' / _ woo
N 16.0542' ~ ' E~ (;3 ~0 3„ 150 '6~ , ,y~,, N - ~ _ 6 00 ~ . D O ~ KATHI_FEN B. CARROLL DS , , 0 , oo ~ , 1 _ I O
N z 71.x1' ~ ~ a i 1.M t ~ ~ 0~~' : ~ n" k ~ O ...:;600 r 0 k ~ o 50 .ti, ~ ~
N N ,c, , ~j To V i ' ° 6~ WOODS i'\ ~ ti FuninE SLOPE ~ BERING i
' CLARENCE CORY ~ STAKE LINE ~ f E Bf~fbGE ~
7; ~ ~ ~ f ~F t~ ~ IN C, AEG - woods ~ _ ~ Y I-~~ EUiUFE MEDIAN BARRIER- BEGIN C/A GLEN CARVER ~
o ~ +48 ~ ~ ~ ' MA{ LE
HAM IN ~ LDNA BOONS L ~ ~ " ~ _ ~ , ~ , ~ i' s ~ 150 LYDA WYATT ~ BEGIN EENCE_ ~ ~ 150 ~
' h~, ~ L UCILI_E ; n, ~ ~L_.~ n, 1439+00 ti O h~
q ~ ,-.l Y~: H1.1A ~ ~ ~ l~~;- b ~ Z t ~ 0; . ,3' 3 ' y5 O
~ 14 0 , ~ ~m~ 14 .8 s 9,, F U T 1425 ~ s~. 3. - - 1445 F` T RE UTADUCT~ 145Q__ ~ 14 F TORE VIADUCT U U FUTURE BRIDGE U
1420 F 'STUMP ,STUMP ~ c a
x~ ~ v 3 +98.51 ~ N !D 39' 24.60" E i SIjW O ° '34' W ~ 33.20 ' - 3 6 3~
FUTUR . BRIDGE ~ N NE ;~E~~Af~VfR---------~6 1------------------------
~~SS J
,~P,, gyp, ~ o" ~Z'° ~ v /Q p ~ " o~ >Q O Sf 'IN FENCE ~ END FENCE BEG _
~ ' ~pC=:' 62'09'51' E 4 f3 T O, r f , ~ 1 ~ / EDNA DOONE HAMLIN , Sip"; ;.b5.57 ' - , 3s•"•~.` S ~ BERT BAIL. 1439+00 1440+00 7 _
a ~ e- I` N 46'34'02; E ~ < ?4. ~ ~>!4,/ _ v Cb ~ ~1 31 39'21 E 4. 151.83 ~ a ~ i , ~ ti F ~ , 6S 5F ~ _,.~M ~,X.~ 122.61 /A ~ BERT BAILEY U ,,w KATHLEEN B. CARROLE
' z o3 I- z 5 . u ~•z
i ~ ~ ~ r o ~3' Q ~ 5~ ~
o ,cI wN S~'o .~i ' 1, N ~ .09,_69 \ . , ~ ~z ~ +OO 8
BEGIN C/A JAMES ; 27._~ ~ ~U} ~ woo ~~~.{R - ~ ~.N~q~i~A 5 ~ ~.,Y s ' WOODS ~o = 150' - ,
M,r341,2'1 ~G io w S" 74°0224' E ~`6'CO ° 150' ~ O °-.`RALPH CARVER
BW J 11.91' N ,m m
N ~J, { ' ,J r= ;yl ' Q~ ~ j ~%,.t75 ~ _ N 02°36 o , : d 1 t.. = r , 56,00 ' 6 N o8°48'12' w
m ~ ; ~ ;~V~ 1 ~ h~ f a .150'---,~+- ~ S~ 6 ~ N 41°36'05" E BILLY ENGLISH 66.0
O/ N 46°18'03" F r ~ ~ ~ F:f . N 07°36'04. W 3 } I3 176.09 ' 'h~,
~r ^i p, 105.77 ~ , , ~R4MD r 1 2l5' 'SPRING s ' ` sF. woODs
! ' pip ~ N 72'41'4' E , I > =f SPR1N~ I S = ~ 81 p PJ 4Z'16'~5' F L ~ rD " 2q~ RK 113.5`
WOODS % ° 76.70 ° ' GR ~ ~F ISFU' f gG/~ : 12'GR
~ i Eli G ` ~o-c o ' 1 ~R IS SON rd n'i""
CREEK S, CREEK ~ C 40 ~ Wil; ft6.OO ' 0 ~ 29d. I7 ~ >3µ - ' ' .
,ASS ;,~-,c~°~>>' - ~Q , 49.40 :.Q t , •959, ash f,.. N~ ~qSP l S . Sr . W ' - GI 11V,/~EL - REEK ` ~ I SFD', ~ WOODS f ,
' ~ CREEK c ~ ~d R _ ~ N 2U°51,55" ,
B S w ~ ,,3 aq,F ~°'~ENk LT ~ G~., N fi 1, ' 11LE-„ ~ 189.13 m qGR : L .3. 1 ;;f AT S R
'K Y `7- I ~ S s _ < RUC E E JESSE 68°27'04" E F BLD ';SPRING f,• DS, SPRING ; ; I GR , , • M i L I D~ DID
CARfRETT 74.00 ' w.;~ ~ ~ f WHITT N 17°57'04" E > , -'f. r s , ,r Mil
c~ , , E BLD ..115.00 ' ; s , ~ SBw > ' °°a = 3 M 3Wr , 9 " M1~ ~ _ 36' 8SF
C,p W ~ I SF '8. \ K US Z3 f 3'N3'
~ 4 t~f =W N 66°02'56 iJ " 66°02'56' W CONC liW
ro a ~c, 122.00 ~ 'SEPTIC ~ W BST ' SPRING 122.00 ' IO'GR
, , , P ' it-V2 S is=, ; , ;
~c C~ ~E ~ ,ISF 0 f FD , ' BLD? ONE
~ i . S~ S a0 t.. „SAT. UISII SPRING
• ; ~ > 0 . . ' v' SE . S .I
G, PNp. P ~ ~ p8
~ ~ SPRING 'r7~'
S. Mtn'. Bw g5 ~ 5 ~ r ; {
, 3 0, S SQW ~ti ; . ,
: ; <<~
J. Q ; I BST
~o a> 5' CONC ~
0 ~ ~
WOODS
r R , : t~ ~ EL CR d M o , WOODS
ELK :3 NW tSaT, MTL -,.>10 BK 5' CONC ~t5~ a y q _ 1' -
~ ' HW ; ; gpP C~~.
° , GU'f - - - GR BSl G ' S sPRrNG V)~ NAT ti;51 ?~~9$ ~'~NS'?"KUC'IEI~N
~ S E .
~`i ,IhIJ 1`3~~, 07:-11
,.....-w_. •,m-.x..::.,,. ...M .we,..,.,,u.......,.,:°w,.....«~a.,.,yr~a.....,nxw,w..,.-r.~,..~.aw+a.,®.m.,~..wwxan.r. ~.r-..w~a*~„-. yqv „gFtwm"Mr.M~11Ar,.wr..awzr I ~,i,~ ~r _

PROD. REI=ERENCE N0. SHFf:=1 N0. ~IUTAL SIiEEIS
_ _
°°~~y 0 P -L- -Ll - ~1. Ali-D 5 -Ll-
~ Pr 1474.38.49 PI Sta 148 2B5 SIAfE PROJ. N0. F.A. PROJ. N0. DESCRIPTION 147141.47 PI Sta 1483.6819 +24 -LI- - - _
PI Sta 1471'41.47 P+ ~ • 00.00' 35' 562(1' (LTJ ~ • 3' 00' 00.00" ~ Oa 00.00" 3r 56` 53.44' fLTJ _ _ 984' - - _
s Ls •400 D ` 0' 40.4D' Ls • 400.0000` 0 Jooooa o • r 3a oo.oa
Rc • 3,819T 2,399.9296' Rc • 3,819Tl86' L 819T186' L • 2129.8786' ° "
~ Dc • r 30' 00 • !241.0629' pc • r 30' 00.00' T 9 fl Ys • 69800' R • 3,819.7186 Ys • 69800' R -LI- wooo~ 3a 00.00' T • 1,093. '
' +25 XS • 399.8 Al®DL+'L g' " _ ~ Xs • 399.890 980a R • 3,819" 6- 8904,,. ~ I,o57 D]~TAIL F? DETAIL B _ DETAIL OF TOXIC SPILL 99
+50 , . 945, , , P • 1.745 ,12G127 . p.: ~,lT452 452 SPECIAL ROCK CHECK DAM BASE DITCH RETENTION B A S I N
K ' !99.98!1 J~P ~ 9817` ILL I Nat k° Scale) (N°E k. S°d°) b F 111
LT 1050' • 266.7050' LT • 133.3682' LOPE- 2' CLASS 1 Natural .F Slope 3 '66.705a ~ R P RAP 2. - TOTAL CAPACITY REQU ]RED :2300 FT ~ I Ground 2~ I"/Ft. - - 3
ST • !33.3682' 33.3682' 3 S;, d D TO f AL CAPAC [ TY PROVIDED :2445 E T ~N.G. 1 _ Mm.D=1,~Ft. @ l~ ` W/l~ ` FR AR
s OE OF---,.~ TIE TO B Mox,d- 1 Ft, 2 z z EEBO D ILL 2'~ ~-N.G. h=_5 Ft•
So, ',y~ ~ , AIOD ~ When B Is <6' B - _ _ . - _ - l ~ f - _2__Ft. 3 2
0005 ~ ~ ~ cs~\!' - 7128 W ~ ~,a WoooS A ry MODCL 12 - - T e of Liner= ONE _ ~ Yp _ C~t1tS~-B_SI, ~ 'L
FROM STA 1476+50 TO STA 1479+50 -L1- LT. M -1 S C AT
DETAIL J ODEL 20 OC LUI E G E BASE DITCH ~j
f Nal f. Scale) DETAIL C
tural Natural LATERAL '~''R~~'fCH round ~y p ti~\ Ground c Ne e. Sc.le
soy s - , Sv. SLU[CE15° d M1n.D=~` Ft. Flu 18' GATE--~ 30`
g ~ % C~ /9S 99. Mox. d = 1 ~ 5 Ft. I ~ Slope B Natural ~ ~ W/HDWL
~ ~ 8= 2 Ft. Ground' p 2 I'/Ft. d
T e of Liner=CLASS I RIP RAP Min. D=_1_~Ft. NOTE: USE 60° STEEL PLATE
, INO Max.d= 1 Ft. PIPE ELONG. 6° X 2" CORR. DETAIL A ` sPR p=, 5 F1. 36'
~ ~ _ , r / ~ c.t TOE PROTF,CTION Type of Lrter=~A~.~.B_ S,TGi1E TYPE B 1 GA. - 6 BOLTS ( N.E to sc.le ~ , CONTAC I HYURAUL I CS UNIT IF qg'
II~nO~ ~ z ~ ~ M N N 24'32'2' w ~ A~ ,rr~. r: s FIII FILL HEIGHT EXCEEDS 160'
~ 3u3.a3 ' ~ ~ , s DETAIL ~ ~5, q~j 6 ~ ~ ~ o A 6~ BA9B Dl1'CH TAIL G N turol Sloe Dl'fCH C ound P
a 3~.1. )
~ ~ o \ 0 6'. • _ ~ •06 ~ Natural ~ ~ F- FIII d=? Ft. Slope t- 1 pe of Uner =CLASS B STONE "'hI~®~®~~, E~YCAVATI~N
N 04'02'41'x. - - ~ ~ ~ \ r~';, Ground D ~ I'/Ft ~ ~ 62:46 ~ / _ , ' , , d Min. D
~ ~ ~ ~c/ ' , - B Max. d - + TA 1476+50 -L1- LT. ~T®~A~'L PAVED s1ILD. m Min. D- 1.5 Ft. FROM TA 1474 00 TO S B Max.d= 1 "5 Ft. - 'AIDP. iGO' D~' E~
i \ ; ~ ~ ~ ~ s ; ' When B is <6' C b= 5 Ft. --MEDIAN ~
ch \ Q E lac KATHLEEN B. CARROLL \ E~ 8= 2 Ft. BARRIER
Type of Einer -CLASS 1 R I P R. ~ ;LASS 1 RIP RAP ~ ~,3.35~ , NOTE: ALL MEDIAN b SHOULDER DRAINS SEE NEW LATERAL"'V` DITCH /3gar9
Iii T TA 147 7 \ FROM STA 1475+50 0 S 6 I TO STA 1476+85 -L1- RT. - FROM STA 1479+50 STANDARD #840.33-STD. HEAVY DUTY GRATE ~
\ ~ z ~ ~ , Spl~ Opp - - o TO STA!';1484+90 -L1- LT. E~ DETAIL d FRAME WITH 45 ANGLED VANE GATES. SEE DETAIL C N F/~5 ,
8 \ Wp _ I ~ i ~ ~ ~ ~ i FALSE SUMP ~ o NOTE: ONE FT. MIN. FALSE SUMP DEPTH. ~7?~q ~ a
I ~ ~ o~tslae [)Itcn o ~ + OutslGe Ditch lNrw9.l.1 ~ ~ , 'Ir/~~-- N = NOTE: ADDITIONAL SPRING BOXES STANDARD #840.4 1 2 BASE D[TCH raffle Flow ~
V ~ \ ¢ raffle Flow ojl ~Iz'I` TO BE USED AS REQUIRED BY THE ENGINEER" SEE DETA(G:B. ~p - - Y ~ ~ PAVED SHLD. m
~ f 1H 7 ( LI - ci (15 BOX ESTIMATE) i , ' .-s-- NOTE: TYPE `B' COATING REQUIRED ON ALL CSP /
, I ' f S=Ditch Slope 5=Ditch Slope c{ Proposed Ditch -
I 12 PERFORATED CSP UNLESS NOTED OTHERWISE. ~ - 32 / ~ DETA[L_ Of M~1[NLINE NOTE: PAVED SHOULDER BERM TO BE USED AT -
L O SHOULDER DRAIN ~ ~ S ; ; ESP ,I~ ' ~ A LOCATIONS WHERE GUARDRAIL [S USED" ! ~ R~N LL
~ r~ 3 ~ ' _ al ~ ~ CONC. -
in o ~ In Q n m / ~ HDWL _ ~ J Q i MITCHELL LUMBER COMPANY / _
~ J ~ - - ~ ~ ~ SERVICE ROAD ~ ~ ~ , J +50 LI J ~ ~ ~
335' ~ 2 ~ ay ass 9 V ' o~~
TOXIC SPILL z RALPH CARVER z - i \11 D . ~ ~ L[NE TOE OF FILL o ~F6~s ~ ~ r N \ ~ swoops WITH CL. B STONE ~ e , PEA cRAVE~
RETENTION B S[N , \1' N ~ ~ ~ ~ I} ~ _ ~ SEE DETAIL A o 9s"
SEE DETAIL TRUCK ESCAP 7 ~ 0 E RAMP ~ cM o ~ 0 ~ cp - - - ~ R N ,~a 9o gs~ 33
12 P RFORATED 2G[ EXTRA , 2 2G1 EXTRA ~ ~ ,;~s " ~ , ~ " 1 ~ l0 r1' o SI' `"~ti` `~1`~' ~ 3• ~ M
W CSP SH ULDER D AlN DEPTH~D-9.5 DEPTH,D=7.9' 2GI EXTRA ' - ' ' , ~ I~~ ~ 1 2-G1mFS rr 3, DEPTH~D=6.3' w N ~ 30 ~ F S 2-G I - _ 200 iiNiroR~ tnre 3 ; O ~ ~ ~ <1' ~ 119 E W 2~ t{ J ~ A E ULTl1lL Of T RUCK o
30 2-G[ ~ - ~ O o • ~ ~ N N )o•q • S APE RAMP l p p ~ _ _ 0l9 W 1~ E_C ~ 0 3 .61• ~ ~
JB = N ~ 24" ~ _ ~ •ti /5 mFS•• 2G1 16 ~ M ~ a 2G1 Ml~ - = v o~ v
} ~I Cl _ t0 ' _ m 30 2-G I Q N O~ 0 I~ o o, DEPTH ~ \ o ~ ROPOSED GUARORML 4
~ FS 2-GI r 18 ~ ~ ~ 1U ~ ,r F s „ In ~ u 12
woos 24.60E i 30 z 2-Gl ~ ~ SPR I N , ~ ~ 0 I F S „ ~ ~ cAT-I 2G t918 ~ 2-G l U
+ 30 F 2- Q 5 3FG~N I IF~ROPOSED RE FS INING WALL " s ~RINC Q 14 52 + 50 - g' ~ ~ 35
6CSP ~ - o! i 26 7.39 ' , ~
- z 30" ~ ~i 19 " 24 5,5g'o6 1470 a _
Z ~ 1460 1465 + 1455 ~,o u --i,~---r' 16.3B s Z9°59
U ~ w • q P • o ' 2G I EXTRA 2G1 EXTRA 24 24 2G1 EXTR _ 23.16 15 2G1 21 - . R. ' 63° ,
60 STEEL PLATE ELONG. ~~QS. BC1•I 4 24" NDPOSED GUARDRAIL 25.00 ,
MH ~ Q GAr-I Q - 2 P 6" X 2° CORR. TYPE B MH 1 GA"(0.280") 8 BOLTS
I'~'2D'0 r 2-G ? w F S 99 - ~ r, O 15 GSP ~ PROPOSED GUARDRAIL " , N m 2-G1 MIN ~ 5I 2-G] MIN i u~ - 9s-
6 ~ Qrr ASP r, ~ ~ TA M ~ F - ~ 18 0 ~ : M DEPTH s' r ~ p ~ SEE DE IL ~ ~ ~ : o M ~ 15 C S ~ , sF DEPTH i ~ „ 1 .9 3 " i 24 CSP 60 STEEL PLATE ELONG" ~ s s
SLUICE SEE DETAIL M / ~ ~ ~ ~ 20 20 ~ 6 X 2 C0R2.~ TYPE B ~ 9s• ~ SEE DETAIL N
GATE 12 TONS ~ \ TOE PROTECTION / ~ ~ wiHDwl CLASS I `BE~,IN FE ~ S 6856.? , SEE DETAIL A ~ \ DRAINA6~~ SUMMARY s89osi SEE s o . V
RIP RAP 1452+50 5 E U\ £ `uA 23 s, ,
' 6~X TO OTECTION ~ ~ c RESERVOIR ~ ~ D AIL F 3 sBw ° 30" CSP sPRr,vG ~ - s +74.77 -LI- \ ~psg,
+ 14,77 -LI- 68'28'3p. Q ~ SEE DETAIL TOE PROTECTION - U MH ~ F ~ ~ DETAIL zs ev., ; ~
a 58 5 E ~ ~ SE TA F ; - - 2•q6 - ~ E DE IL ; ~ . 230' ION •~e F~ TOE PROTECT 1 ~ ~
TOE PROTECTfON~~ ..t 150' ~ ~s V -
ARVER ROCK S[LT CHECK- SEE DETAIL F RALPH C ~ ~ . X r TYPE B ~ +00 DETAIL ~ o ~ P L ROCK CHECK DAM REINFORCED JB X Natural `l' ~ S iol e 25' 0 CENTER 24" CSP ~!,5 r'.?y ~
VANCE B. W QELE I T s'X6'coN Fetse suMP ` 8 25 ON CENTER 2 ONS R c ~ ourslde Dltcn ~N..~~ _ ~ = Ground P 1 SEE DETAIL N s" E .R1C SEE DE ]L F1 U s ~5 yR
SEE DETAIL F ? ~ CLASS II EsERVO 230' i Traffic flow „ RIP RAP ADA WHEELER CRAN F, 20;, _~2; _ ~~a e° OMPANY ~ 632A'aqu RU _ L ~ MITCHELL LUMBER C 59,
16q _ _ ROCK SILT CHECK - - - - cl ~ a SPECIAL ROCK CHEC M ROCK SILT s 65. 25' ON CENTER
X75' TYPE B .-s- CHECK TYPE B d-2.5Ft• 2036 "E; ~''~s ~ ~ SEE DETAIL F1
SPECIAL R CHECK DAM 0y' 25 ON CENTER W00 _ s-arch slope ~ Proposed Ditch- T SEE DETAIL F2 SEE DETAIL F noosed Dltoh- Type of Liner= ASS 1 R I P RAP ~ ~ ~~59" E cL y -
q, s ' _ ~ FRC FROM STA 1453+00 TO STA 1456+00 -L- RT. USBR TYPE VI
i' FRC +70 FROM STA 1456+50 TO STA 1461+00 -L- RT. ENERGY DISSIPATDR ~ LATERAL BASE OI
- - , . , . f W „ s S ' Cf'iF ~l OLl SEE DETA[L S ~V SEE DETAIL G ~ ~ , s- -
FK ; r, - +~5 f DETAIL F1 F1 " 22 .92s. ;Pa AIL ~ s ~ E DL I AIL N
S - ! ~P , 465' E SPECIAL ROCK CHECK DAM 2 BASE ITCH s ~ ~ PIPE INSTALLATION CHECK DAM EST. DDE - 14 C"Y. ~ i 9.
' • „I, SLOPE STAKE-->IE-11'±-?I ; ~11'+-?I SEE DETAIL J ;mss s~/ `'%ss, cN.Ef.s°.I.)
J' ~,G_ - .~F R FIII Slope spy d ~
+50 , ; € CLASS B ~ ~ I STONE ~ ~ w O 9 - Drn. N. C. ~ to struc. ~ A-
470' 3 w ~ II 5, ,'S r' S 69°48'31'E : 5 4D o FI ~ 1 - ~ S S6 F N. G. _ A-A
498.87 „ , „ , 15 - ' r r v • P 9 S9'I , ~ zo' X98 6 F A outlet -
° r M = q JfT ~ S S ~ ' - N ' 1 i. _ Pipe N. G: 2 ~ 6 O` F S jz>25' ~ -5~ --~I- nNOte: 2' Min. Covar " ~ ~ 79.SI~,; E -
QLE iL~ t c~ moos ~ VAR. ~ fi~rJ ` IsFo ~ ND• I ~ 3'~ I VAR ~ 6.i7_ ' +15 U-
~--11~- GR 8G pgP I ~k w4 e D ~ FROM STA 1473+50 TD STa 1475+50 -L1 . 3 X11 ` ~ N' ~q~ _ F 585 . , ~ m /'EC ~~tF
A 1475+50 -L1- RT. +10 -LI E ~'S 0°9'3`1' E i ~ i- A 1486+00 -L1- RT. _ 8.38
~ M 'NSF ~ FROM STA 1416+85 TO STA 1486+00 -L1 Ti 1 ..Tee I r, . ~ so~~ ~ x-20 -L~- 6?_0' ml _ - 6xIZ• 650` (ullc ,
355W DErI, 02'2325 E T 9' F N LOCUS D ~ GR 76.00 ~ ~ ' 608' N °20'17" E pED , m - {F~ . ~ i ABI E WG- ~ .51 '+60 -I 1 tl ~ •
~ r, X08 -LI- - - m ,-g5[iW
~~s ' PECK 5 c, _ <J Jz•CM i~,~ 4 741 ` 71i G l 1 1` i . ~ saw ~~'r~s i+`~
ST pE K . ~ ~ ~ , TEL US 23 L'l ,
CON` CONC. `5 ~ 5 ~ \c~~ , ' D ~4'0~'q ' 4 SfiW IV5 TPNt,' PE N ~ 91' ~ ~ ~ c01dC m
W P TEL 136.38 4 SBI _ qg. CHE PED; _ 511" l:M 4 SBW_ 24" CM N 05'27'56 12 `WU RAIL ISLE ' ~ ` 177,83, , ~ v ~nP - N 07°19'55' 3SBW
p5 _ GR ~ _ W00 Z4 LM 18 CM 9'GR - ~c, N 09'28'56" E~___~.._---- _ ^ 8'46 E ~ 5 , 08 N_~-- 168"22__ _ ,
3Se ......218.93..'::.:. _ W _ .287.97:.,' ° ~ t311', , T! I gI _ 4 SBW 7
2 3 SBw D1~TAIL ~ - , 3,X3 , _ " RK WALL 'X3' 8 48 ~ _ 24' CM 3' RK HW , SO/! . _,,RK HW , 3 S8W ~ _ f. CONC NW, 3 SBW _ 5' RK NW ' G IN SEP l IC IID• ' . _ St'R _ f
z i PIPE INSTALLATION ` " ISFC ; j~C~ (N.t ke Se•le 1 ~1~ ' yl r 5 Ott' i ~ v ~
Fill Slope ~ g ~ ISFD ~ _ e A' m
t W': Rdwy _ _ 5~ p, D 1DIO ~~0 IJSI; l[~K?I~ Ai?O'~;51?~1I(, I LION ~ '
;5 ~.l~Id 1~a95 0r:~1~1 il~~.t ;"r (ly!Uilll1 (~rj% R~l~~
,.y, ;Ir~l~l~~_ .,y.,: .._........,...~..,...~Q..,...~m~......~..,., ,,FlH~ _
..+.ID.- <...,.....A.. ; F.,., .,..,.,...r.:.,.,.,..~....n.,..w.w.na.wuR:....,~..,wwnMn,.a:.,a.w.,.,r~rt.n.-a~«^~«....r.v-M.:.,,rn,,.,n,.. «.w.... +~r.~ '6'°,

Wp( w00O PROJ. REFERENCE N0. SHEET N0. TOIAL SHLEIS -
SP _ - Alp-p _ 6 DETAIL C DEVIL
- FALSE SUMP c x LATERAL V llITCH o~tslda olton FeKas..'°' S ~ S1ATL PRHJ. N0. F.A. PRDJ. N0. DESC1zIl'1[ON
NOTE: USE 60° STEEL PLATE _ +43 -LI +04,65 LI- - ' PIPE ELONG. 6" X 2" CORR. - - - Traffic Flow I~
1,191' 1,181' TYPE B 1 GA. - 6 BOLTS Fill Q~ 20:1 ~Z~f - _ _ - Natural 2. ~ Slope ~ -
woo CONTACT HYDRAULICS UNIT IF pS L Ground p by I'/Ft. ys- e d
FILL HEIGHT EXCEEDS 160 JUDY a'S°~.." ANN CROWpER Mln. D= 1~` Ft. s=Ditch Slope Proposed Ditch
1 ~ Max.d- _Ft. ~ -
. , R ~ E~CA ATI®N ~ P ®P® ED V 13 _ p D?;TAIL o DI; ~ AI1[, ---K LATERAL 'V' DITCH Type of Liner= ACL SS B STONE
ST®I~AGE AI$1CA ( Nak (e Soale) RASE DITCH RASE D)'i'CH T~ A,, (Nek k. ScJe) (Nof to SrJe )
APP.1G0'DEEP f Fill DETAIL F Natural Natural N~Itural Natural ~ Slope TOE P OTEC ~ - a Na _ral /,S ~ R TI®N Ground ~ D Ground I~I ound _•i D 2~ (,roux
1~. fro nd d / p 1 I'/Ft. (N.t t. Se.le) d-~----- Min. = 2__ F t.
5° < MITCHELL LU Mln. D= ~~Ft. ~ ~ Mln. D _ 2 Ft. _ Natural Fill B -~Ft. L M .d-1_r~-FI.
MBER COMPANY 'r,; i,i ' RYAN KENNETH CROWDER Max,d= 1 Ft. Ground Slope 8= 5 F1, I ~ Igo o~f I_lner=~ ~I RO _ -
S,oRr 12 , :TH CROWDER p= 5_Ft. - _ _-R Type f Lmer=~.pSS STONE °8 88° WOOD
Iq S ROCK S1LT-~
wo ' - - CHECK TYPE B d = 2.5 Ft.
o~ ~ s Type of Liner=CLASS I RIP RAP
~'i - r`:`' P! S 1488'12.85 PI Sto 150h .OS Slo 1501 .09
r TJ Oo.Do 3S 5620" L E~ • 3' 00.00• DETAIL F1
D • P 30' 0' Ls • .00010' A0010' SPECIAL ROCK CHECK DAM
LATERAL BASE DITCH .92 R • 3,8197186' L • 2,399 FROM STA 1485+00 29' •1'30'00.00' • 3,819J186' ---I--1 '+_,1 PAVED sHLD. m SLOPE STAKE 1 _ • r 30'00.00'
T • lz41.o6 - TO STA 1486+00 -L1- LT. R •3,A19.7186` Ys -6.9800' ~ ~ ~ MEDIAN ' 6.9800' CLASS B ~ BARRIER "
SEE DETAIL E • 399.8904 ' • 399.8904' STONE 2 ` ~
ti ~ ti ~ P 7452 2 BASE DITCH 69f,~ sso. ~ f.-, ,~Y 7452 I F
s 9 K • I 8!T SEE DETAIL D 's~9'h, '`~49.~ , o : ; -:"y~ • I 8!7 SLOPE 2'
~I _ . r ~ • 133.3 vaR.
9s. %~?s;3, ST • 133.3 LATERAL ' U' OI TCH s ~s• r w ,i 3'~ N. G. N
7 '936' FROM STA 14 9+50 w X11 t~
TO STA 1484+90 -L1- LT _ -LI PAVED SHED. m
3:f SEE DETAIL C '
P! Sta 1483.68J9 PI Sta !495.38.02 w `a !495.38.02
.ai' ~ 3P 56' 53.44" rLTJ EI5.3'00' 00.00° N 39 - D • r 3a oooa' is •400.0000' 3'00' 00.00" + DETAIL OF AINLINE 400.0000' fl o L 1-
L • 2,12°.8786' Rc • 3,8197!86' ~ .25 3,8197186' +0-1.15 -~I- - _ HBO'
- _ ' ' T • 1,093.4175 Dc • P r 30`00.00' 574"
~ F • 3 r 7186' Ys • 69800' _ c~NC_ DETAIL 2 R ,89 69800'
HOWL ~ SPECIAL ROCK CHECK DAM XS • 399.8904' _ c N.E a s~.i. > P • 1.7452 399.8904' 1.7452
- FILL CLASS 1 ~L~ SLOPE 2' K • 1999817 199981T
woo > ; 'I RIP RAP LT • 266.7050' ps , TOE PROTECTION 3 _ •S. , 266.7050'
SEE DETAIL A N.G. ~ ST • 133.3682 ~ 36 . TOE OF----~ TIE TO • 133.3682' • r51' w ` N 3~ ~
FILL 2~ ~ ~ N.C. ~ .5D v a~z 2 BASE LATERAL DITCH
~o. ELBOW ~o s , ~ ~ so ~ o`'~ FROM STA 1507+00 ~ , ~ ~ ~ TO STA 1510+40 -L i - LT.
~ I ~ ti`' ~ SEE DETAIL N
n i J r ~ Q~ ' , ~ i
.9 0 ~ ~Q~ y ~ ~ ~ ~ O ~ ~ \
• S~ ~ SPECIAL ROCK CHECK DAM d: LATERAL V DITCH + ~ \ DITCH ~
~ LO ~ I SEE DETAIL F2 FROM STA 1492+00 ~ ~ ~ 192+00 ~ ~ ~
~ ~ aP6 'r O - - 0 ti ~ I TO STA 1495+65 L1 LT. i+65 -L1- LT. ~ - ~ / Y p ~ S ~ /
~ ~'p~P ~ ~ ~ SEE DETAIL Y ,,A ra p~ I Ol ~ 51 ~ S~~ S d' x•21 . V~51' ~ ~ ~ ~~0 A ~ WOOI)5
ROY ~ ~ ~ ~ a R• RIC 9 8° ~ 0~~ ~ 9, /y \ ~ / 8
E t 0 6~ 2 BA. 6~`~ 2 BAS T H ~ E D1 C ~ ~ ~ y ~
~Gl ' ~ FROM 8 M 36 . ~ ~ EPTN ~ TO STI FROM STA 1496+40 ~ W ~ ~ TO STA 1496+50 -L1- LT° / ~
~ , ' d SEE Df ~ SEE DETAIL H / ~ / W i / 3
• U ?GJ SIN. ~ ~ °"o CLASS 1 / s e, t 1. ~ ~ i o
DEPTH ~ I 18 t?" PROPOSED GUAR RIP RAP / s i~'rs. , ~ / 52 . ° isio / 9.13,W ~ ~n
plop ~ /4 39 ao „ riRA~i. WpppS D sED ~5 ~ o ~ I 30 CSP U CSP - ~ 115
i~aq o 15 CS _ _ \ GJ SE( DETAIL M ~ SEE DET ~L M N SI E DETAIL M-' 15 ~ B 2-GI cAi-I v- ~_~u_~_~~
• ~ „ 42 ~ ~ , 531 _ ~ S. ° 3 ELBOW 2G1 ec1,~1C,~__~a9 - ~ ,2_ I 18 0 4 1 G 9
B• TIN J D - 05 15 4 7 _ ~ f
F 2G1 •~s 47 0 ~ ~ 5.52
~49p .3 - 4~S 2G a6 a ' 1 " 43 X495 1 - S 7 f, n r r - r -r-r
o ! ~-~r F ; 28.84 W r ~ . N 27 17 , ~ . -.-~,-r- c]
,~0 ~N, - 2G1 41 5 . ~pc REINFORCED 2G CE C „ U CE C 18 15" CSP ~ 53
RDRAI~ SEE DETAIL M
l L r~^CAT I TrT^CAT-I } S BuRr IN - _ PROPOSED GuA /C f \
~ ~ / ~ ~ 11 ~ l.+ ~ , ~ ~ i 26 • ~ _ ~ g9
L /49 E 36 CSP NG. 2 _G I l , 1505 S 7 / F ~
SPECIAL ROCK CHECK DAM ~ ;'3 X 1 CORR, TYPE B 'L 25' ON CENTER - \x 45 ~ iC ~ I ; - ; 4 09"Sp' W \ 99.22 ~ ~ . , G~'-y~-
r33 6 CSP 12 GA.~0.109) ~ FROM STA 1476+85 ~ 2.~9r / u i ~ ~ \ F-_ \ +96.1 i -N -
TO STA 1486+00 -Li- RT. ` ~ s } 4 - I- ~I s . 149.yu - - \ 15 24,38. ~ ~ N~ _ _ 5 ~ ~ /
SEE DETAIL F1 __3 L s~~ 2~0' ~ ss ~e' F\ ~ / - N 12'j
'eo £ S 22'45'4' E ` 30'31~11~ E S ~ / / I ~ ~ ~l.. ~ ~ ~ ` ~s 78°3s~rs• i Vv
2 , 109.1 ~ s ~ ~ / RAY g°35'12' q . 122.1 p Lpp~ n ~ - ~\N82.0, , 62.63,W/
R. RI s 2 a oq s r ~ - ~ Ce 103.00 ' r< w - ti L X5.67 , W ~ i ! MILO IN \ \ N 70°40' \ 20
Q`n 'O, , G N i /S ' ~ ~ ~ ~ 72.26 ' ~ SPECIAL ROCK CHECK DAM ~y ~
~ D - ~a +_04,65 -LI- ~ 18
~ ~ 310' TO PROTECTION ~ , +04.65 -LI- FROM STA 1505+50 ~
F M STA 1486+00 ~ ~ ~ - - ~ ' ti TO STA 1508+50 -L I - RT. EN 67°g0'29" 340' ~ ~ ti' w~` ~ ~o SEE DETAIL F1 7o.9a '
~L T STA 1487+00 -L 1- RT ' ~ /L - , \ III
W ROCK SILT CHECK AL1ND SPECIAL RbCK CHECK DAM A 2 ~ p~~ Sq, i, I~ ~ N
wo 5 ON CENTER ~ R1C °os F SEE DETAlL~F2 _ ~ ~ j°` f Cq EE DETAIL ~ ~ RrER W ~ 2~ , i16Og0 ,E ~ ti ~ OL6q .
D N ETAIL I~ ' A CLASS~f RIP RAP ~ SPECIAL ROCK CHECK DAM S~, S s ~O ~ >6S9
PIPE INSTALLATION LTAIIL ` T PROTECTION 15 TONS ~ ` _ _ . - _ AT RA FROM STA 1491+00 sg°e; cN•fr•s~.l•) ® ~ L E L BASE D]TCH TO STA 1496+00 -Li- RT, ~9S
~ N.e a Sc.l.) . FROM STA 1489+75 ~ ~ - FI ~ I s~oDe ` ~ 25 ON CENTER \ ~ o ooo
Rawy ll I TO STA 1491+00 Drn. N. G. A Natural ;slope SEE DETAIL H SEE DETAIL F1 ~ N DE~'AIL ~ RASE DITCH I8 q
_ Struc. A Ground N. C:~ - - - A-A (N.e t. 9°.L) 1 I ~ 83 g
- ~ _ ~d = 2 Ft. ~ DET E Dut ~ e AIL < b Fill } . ~ Natural Slope
Pipe A Type f Llner =CLASS ' B' STONE +30 -L- ~ BASE DITCH N. G: c^ ~ ` - - (N.t a Sub ) ~ ~ Cround ~ I'/f t. d D
+NOte: 2' Min. Cover ` ~ _ ~ F o ~ 550' / 1 b FIII Min.D=1_5 Ft. SPECIAL ROCK CHECK DAM ~ B Max.d=1.5E+. SEE DEIAIL F2
'o a ~ / N 2f24'24,9/'w ~ Natural ~ ~ Siope o ~ ~ ~ _ _ _ w Ground d_ p I"/Ft. = 5 ~ 8E _LI % When B is <6' b _Ft, .~r~' r
B= 2 Ft, 1.10 I J ~~1 P Type of Liner-CLASS [RIP RAP 5 BASE DITCH ,
~ @ PT$to. 10' - - l ~ w _ _ B Mox.d= I.J Ft. 9629 Y26 i !0 LI EST. DDE = 50 C. Y. tn' ~ `,FROM STA 1496+00 TO STA 1496+50 -L1- l1, SEE DETAIL K / ~
' r• / 'v ~ I - ~ When B Is <6' b= 5 Ft, , PCSto.12.33.00 -Y26- C W 5 5 B= 4: >=f. .titi ' ~ ~ l~ N / 1"6(1 I ~
T = r ' 1 ,50 5 ~ ~ YPe of Liner GLASS B SION~ ~ ~,y. r , rPhF(I I
s~rv _ g PT Sta. l2'92J4 -Y26- ~ / w , s ~ ~ ~i ~ I ~ ij~,~,~ -Y26- ~j1~ F,,lu, I x,14
~ _ L `3.~; ~4/ ~ l W <<' USER TYPE V f
F 71 ~ P~ Std e P! Sta = l0~60.47 PI Sta = I2•T8.28 ' , ENERGY DISSIPATOR
~ / ~ w D 4. ! - p = 4312 53 (RTJ p = !!2'56 46 (RTl sEE DETAIL . ,
D • 51 9 ` E--E~E~E---.. ~ z D = 57 !T 45 W D = 190' S9 09" °O~s ,
5e. ~ +30 -LI- E E- E-J ~ 75 3 w PCSto,10 2087 Y26- - _ ~ L = 75.42 L = 59.14 _ ~
o ~ 155' ~A"w j - - „ - END CONSTRUCTION wo T - 39.61 T ; 45.28
a _ - <<f BEGIN CONSTRUCTION oos - R = POTSta. J4 4553 -Y26- ° s- , POTSto.10~00 =100.00'~~ R = 30.00' R
s ~ti E = SE _ S
M P
~ i . l~
~9, ~ ~~A;: ~M as' ww 1<)~ N~'9' T1S1L C~ONS7f ?$L1C'9'I~ON
25 J111~1-1y95 (~i:~15
..y.,.~.y ..n..~..++MR~f•.MNMrM~,~.+w.rvx~+row'x..=+tw,J~A,AVSri.,;.... ~.r1M.•i. - _ _ _ _ _ _ ,a._#..;• v. _ „.aarrewrw.ww- „wv-+~:..: ..m.ar ~?"`NS'n*< R"'gq~~l?..•,w*Nm~.*~'t•~n~ ~Ilr+crr~a*as•--'+.... re,q•r.,., /li~;r'%r,l; -~I~,(illlrl;'S~,.l>r.h
_ _

PRUJ. REFERENCE N0. SHEEI NU. T01AL SHEETS
- _ AID-D 7
F2 + - - DETAIL BB u ~ STA 1 E PROJ . N0. X48 -U_ ~ A. PRUJ. NU. DESCRIPTION +89.18 -LI-' - - _ _ -
ROCK CHECK DAM SPECIAL 1,016' ( Net Sole 1 I 994' 980' . . - ~<.<,
FILL C S
SLOPE ~2r- IP RAP ~•S 3 -T-- !i,t
N.G TlE TO s
TOE OF ~-N•G, } ,j
FILL 2~ _ D]E`1CAIL F wooos 1 d'', ;M ~ t ,e f
D1E°~AIL - ° II. _C BASE DITCH TOE PROTECTION !r~ t , ~ r, , ~ N:~-. r ~ ~ ~ ~
LATERAL 'V' D1'I CH t N°` to Sa b Flu F1 1~ ^k.
Slope ~ FIII DETAII. t N°~ t' S"1°) Natural Natural ti Slope I ` I'/Ft. and CK CHECK DAM J./
Flle Ground p Gro SPECIAL RO Slop d =1_5 Ft. i '
Natural ~ - - .1. Ft. °s aa° --fi~rr SLOPE STAKE - nd / ti I'/Ft. g Max.d ~ 1L Grou d - p p= 1.`~Ft• b= 5 Ft. ~ ' ~ S,'f `yf Y
M"~' _ 'when B is <6 _ Ft ROCK SILT Ft CLASS B a PAVED SHLD. ~
Mox•d_ 1 Ft. B- ~ CHECK TYPE B d = 2_5 STONE > NOTE;:,'USE b= 5 Ft. e of Liner=C A R RAP RIP RAP ~ ~ `PIPE ELONG NOTE.: USE 60" STEEL PL~~t~ -L- - - --MED[AfJ ~P'IPE ~ELONG. 6 X 2 CORR. HnRRIER
' 'STONE Typ _ Type of Liner=CLASS I - D-- + -L1 LT. FILL TYPE 8 1 G Type of Liner-OLA~-,_ 1510+40 TO S1A 1516 00 + 1- RT. TYPE 8 1 GA, -':6 BOLTS PIS 530~35J4 PI Sta 1 4 1 5 26 PI Sta 15335593 Pl Sta 1545'7424 ,
- 1- LT. FROM STA 15+00 TO STA 1516 5 SLOPE 2` CONTACT HYI 1523+65 TO STA 1524+50 L + 0 TO STA 1523+65 -L1- LT. FROM STA 15 - 1- LT. ~ CONTACT HYDRAUL JCs UN 1 T 1 F ~ • 4' 00.00' p• 5!' 1 1.60" fRTI
FROM STA - - LT. FROM STA 1511 5 + TO STA 1529 L F[LL H 1 35+00 TO STA 1531+10 L1 STA 1521+04 -L1- LT. FROM STA 1527 00 VAR EIGH FROM STA 5 FROM STA 1524+50 TO N.G. F[LL HEIGHT EXC EDS 12 ' ~ •4'30`00.00' p• 46'09'28.86"fR1-) ~ 0 Ls •400 D • 00' 00.00" Ls . 4
1+50 -L1- RT. F3'~ A 1530+00 TO STA 153 ~----11 FROM ST r: - D~ r~ -1--- Rc • 47 00.0000' D • 2' 15 00,00" 0~ 2,86.8 •2,560.4389' • 2,546.4791' L • 2 051.4674' ,
BASE CH - - T. ~ : f , ' Dc •2"00' 00.00' • 1,372.8467 •2' !5' 00.00" T • l 8 ' Ys • 9.3052' ,0 5.0628 N ; • 2,864J890' s • 10.4674 R • 2,546.4791'
A 157.6+00 L1 R w' 0,~- • 1°) I Fm FROM STA 1522+00 TO ST ,r;-, ~f
b SIODe 1529+50 TO STA 1530+00 -Lt- Ri., hI~(Dl~®S~D!` M STA , Natural ~ FRO ~®SED``~ Ct~V Xs • 399.8 Xs • 399.7533' ~ DTI®N f P 2.3 P • 2.6174 FavEO s)+LO. m
~ Ground D .1.5 Ft. ,~'i'` % c DI. ~f~II. d Mln. D I K • .9675' K • 1999589'
..1 , t~- ~~~.12i BASF, DITCH d.1~5Ft. I 1 rz.:E}~ Max f3 -~Iz. ,;}E ; 8 ' ~~~.120 DEEP - 266.7348 LT • 266.1529' ° ST • 133.3953' ST • 133.411T
l N.t a Sc.le) b= 5 F t. f I V i ai ~ ` ~ ~ DETAIL OF MAINL[NE
Noturol pJ01'i - ' When B is (6' 2y 2• Grn~md + ' Ground D in.U=1..~Ft. 38 -LI- ~~~-~-~-RAP ; ETt1IL M D
d M T e of Liner- ~ YP - - 1- LT. I ~ 4. ; , Max, =1_5 Ft. 411' +50 TO STA 1523+50 L ~ " ' PIPE INSTALLATION .:;f. I Nr a S~.l.) CH I BIR ` I ~
B FROM STA 1511 _ H- 2 Ft. +00 TO STA 1531+50 -L1 RT. 1530 s RAL DITCH ` 3 3 Fill Slope s i
FROM STA 2 BASE LATE _ 1 RIP RAP ~ s 1AIL Z . ' m" , of Liner-CLASS m SEE DE mi D' Rd N.G. ~ vi: _ Drn. A ~
TYPe , ~ ~1~ Struc• __N.C:-~ A-A ,3;r, ~ , ~3i - ~
' RAL DITCH A E LATERAL DITCH 2 BASE LA E 2 B e,;< { t _ outle A ~ LATERAL V DITCH i
Z DETAIL Z ; r ~ SEE DETAIL SEE SPRING PROTECTION W/ Pipe ,Cover N ~ SEE DETAIL Y ~ ~ TOE rNOte: 2' Nin f~
LATERAL 'V' DITCH ~ °a sPR~ ~ . ~ , . ti` • SEE DETAIL C ROCK SILT CHECK ti ~ ~
.ao~:: ' . 't r; b0 ' 01 s# F~, TYPE B ~
25' ON CENTER ~ p SEE DETAIL F ~o '''9. i S N P0~ (n
' LATERAL DITCH 66 2 BASE DETAIL H ~ ~ EIP - ~ `PK I U J` S III ~
SEE 51 woops^,`': ' ~'P rte..
SE - G ll. 4 W WOODS O pK IN B K , 21 - ~
60" STEEL PLATE ELONG. ~ ti ON 1 „ r HDWL ~ 6 X 2 CORR, ; ~o CONC. ~ ~ ' ~ c ~ 42' 0
SEE DRAINAGE SUMMARY -~l 14' LOCUST ~ ' ~ ,:;iF ~ ~ ~ +89.18 -LI _
3 i f 60" ST PLATE ELONG s ~,.,F' , ~ ; \ ti KENNE1 ~ ~3. illuMAS
N';~ i 6" X 2" CORR. ONC N-°, / 65 DRAINAGE SUMMARY ~ ~F' , ~ '9S 22
~ Q / SEE . , 5a~'l ~ ~r mm ~ ~ ~J ~ , Sr ~ s,
cAT , ~ ~ ~ _ I: \ ~6 10' BIRCH \ ~ ~v,
. ` ~ HEIRS r, ,WO Y' `
~ E OD g'' ~ , C~ J. , , _ _
~ / 20 , ~i ~ ~ ~ 69 ` ~ ` - j EXTRA g1
3.77 ~ - ~ " ~ ~ 64 , , ~ n 24 / ~ , GATE 24 CSP ,~„,~a DEPTH~D-5.9
/ ~ r ' .5 s REINFORCED JB _ 61 SEE SEE DETAIL M .2-GI 6, \ I; G~?,
PROPOSED G ;n C 1 ~ 15" ~ 3~„ 2G1 15 (f~
~1.~ ~ w sr.> 60 ~ 2Gf is 24" CSP ~ 59 N t,W Gl 4 ,3 ' i
M _ o , 24 1525 " SEE DETAIL 2G 2G1 EX
15 cl _ 1520 15 ~ 72 - 1 `r ~ „ -~f~ 0 ~S- ~f-T-I-~Tr rT_
. ~ " 1515 12" > 2cl MIN 7 28.4 W r, ~ ~ 2G1 MIN.
oW_ N 27 1 1 ~ EL - 12 1 \Q 2G1 M1~ PROPOSED GUARDRAIL DEPTH ~ 16 ;
O ~ E:u~ ~ N " DEPTH 36" CSP ELONG. 14 2Gl M1No~
69 ~tl 'S~ 2G1 MIN 5iU r pp ° X 1" CORR. s DEPTH PK Irk ~ 11 ~ 3 SUMMARY s
6 3 7 - - ~ E 1 SEE DRAINAGE E Ql g'18 ~ g2'~ti'og, LI oo BILL CR 19 ~
c-r-r-r-r-T-T , 2 ` " V IP S 42141 56 EIP LONG, s 5° r E ~ S `~q;t1 * OOM q, ~ 90,x. 1 O RCED JB 2 P• s~ ~ - - ~ ~
_ - N 76°26 3s E _ '14' E 60 STEEL PIATE E ~ r 54 _ unRDRdi~ 65.17 ~ S 09 DQ „ RR. ~ ~ L REINFO qh 6 G R 1 ~ 21 ~ 1 Q Q
U PROPOSED c q s ~J 3.96 6 X 2 CO ~ BI 6 NAGE SUMMARY ~ -`'0' RAI HEIRS LI ~ cS ~a
" STEEL PLA1E ELONG~~ SEED S E• WpODY, 60 ~ a ~ J 1: h• „ , / P X 2 CORR. SB LI p Z~,o 80 1 11 S 5 o? qe , ~ ~
6 MMARY ~a°t~a~32, E 5 S ~~TT-- SU € /V ~ = ~ ~L «---SEE DRAINAGE 101.45 o GATE; ~ ' ELBOW , J 15" POPLAR ~ S 3a 6 /
REINFORCED t o~ ~ , PR 1 NG BOX-- r,,,;- : o''~ ° , 3' w ` I sFD s a woops LI REINFORCED ~ ~ JB ~~R
S CEO ,''o S 74°56 2 s,~ l(} _ .37 ' LI ~ ME H WL C,
N67'43'II' S1 ~ ,r .x 85.04 ~ SEPTIC Y i` 1~1 s h RnY RAMSE ~ _ ~ r v ll a & Wq 23 RF
Lz N G o w EIP a E „ ~ EIP':... N 3'36' W ~ ~ lCl 1 . KN 1~1 FIN Ow~
~ SP i ~ ~ FS 1 ; o a6 L CONC. D
8 1LT CHECK 6 CSP N,rt°12'35^ w~' ~ 2 9 ' ~,sEPl~c ~ ~ N I ROCKS '~~"E / X9.48 ' 0 2' / ~ 5~ TYPE B `N 25•o6~ao' w o ' D w L a a~ ' HDWL L
25' ON CENTER ~ 5 7 ~ ~ o ~ ~ : ~ ; ~ . 3. 2 ~ ~ s ' ' ~ ,p`o, 1 S 5 \6~' +H9.10 -LSEE DETAIL ~ 18
SEE DETAIL F ° D~ V ~ z ~ ASE i 340' 2' BASE DITCH I GA,
t ~ - / f ~ 2 B _ o o_ °_y, ~ D EsT. oD = 14 C.Y. ~ h 24 CSP 12 EST. ODE , I0, 109 1 x
° ° F ° ° ° o`~ D E DET °o ~ cP, . ~ 4, S H CK DAM SE SEE DETAIL J ° X I " ORR. ,~,9 ~ CIRC. 2 ,S
~ ; d° ~ T • ~ ~ SPECIAL ROCK C E ° ' `s. PK ud r o5 N , ti;~ o. N CENTER ~ a° 6, 9, 25 0 ~ s- woods ~ i~ q0 ,
° / ' ° w •a< '`'s SEE DETAIL F1 Enos ~9 ~ 5 h,~~~• -s TCH n"~~ ~ ' BASE LATERAL DI S5',6
~ w ° ~ , ~ F - q,l ~a
~ W. ROEHLING o° 2'' +89.18 -~J- ro USER I
o/ CK - ° ` " /o Y DISSIPATOR 470 B~AC>< cuM ,
/0 2 o\ T ~ m SEE DETAIL ,
o\° PK IN POS ~ , o c TOE OF FILL ^ ? ti /o +0~ - I- LINE - , ;n ; ~ WDDDS f ~ p . E 515' `
-L- 1 RIP-RAP - _ 0 0 0 0 0 WITH CL HECK DAM ^ ` ~r ~ • L 'V' DITCH
- - 520' - SPECIAL ROCK C f , ~ 0 0 0 °FO ~°~o ° SEE DETAIL F AIL F2 "fT,1P RAP BASfN ° - SEE DET + s r LATERA . ; i ~ NEE Eo gco)e )
° ° ° `~E1~IERGY DISSIP OR. 'P' ETA1L t ` ' ~~EE D ' , , ~;'r GR ; f+lll r ~ Slue
" r' °PO~' air ~ f-,, f; ~ , ~M ~ , t Natural i S• ~ '/Ft. ~
, ; > ~ Ground _ D ~ I I d Min. D= 1-~-PTI.
w +61 LI- EIP, . WD „ 3 s 614'; „ , as , Max.d= ~ Ft. • _ 5 Ft.
2 BASE DITCH- SPECIAL ROCK CHECK DAM .EIP 'X12' - . Y.3'! KIN POST ~ ' j R WOODS ' p TONE ARBOR , , ' T e of Liner = CLAS__ S B S
EE DETAIL F2 0 EST. D E - 14 C W - ; ` ~ ie ARBO S ~ wD m' ~ ~ p All J + - - ,3< I~ -I_I ~ o ~ +95 -LI- : SEE Q, G rE W 30 LI YP ' s'' TO STA 1531+10 -L1- LT.
- - ~ ~ ; SBW .E *'b x„ X70' 615 j 618 _ 1. B ~ FROM STA 1535+00 ~U
W - ~ . !WD , r 7 Y.~ N l ~ti~ U;~
w (9 12' G1~7 R , W , ' 620, , , , , W D u, w { ~o
f , s~ ; z ~ 5 b
- t . + -LI- ~ w E . 3 S 4 , f ,
wD ~ ~ 5 i2' w_ r I } r, t , R ~ - . _ 4... LITTLE ' ' ' ` ~ CREEK Rp ' 5 WD
. , ~ ISFD ,~,f .sf t it f r,, , K Rp 7
_ i I• s;, +50 -LI- , ' WD
+10 -LI- 1 . . 792' ~
7T9' ~ t m ~
? . s: WOODS - a
`f, ~ f
'3-j r ! r` r
~ 3 1 ,J , < E3w
lJ . .3
- ~ DQD N~'1` U~,i±, ?~~1~ Q:'~N5'O,I~~iC'?'JQ~N - A,
25-JAN la~li Ui:~1'i
ka*a:.•^.MmamR~ow~r<.ngna~,/ee+MM.w•,~rq•~.n ..n -...,;w*d».ais ..ray.
.~.,o+~~,..--...._....._,.N I i

s `,,off, ~ Pf~zOJ. REf ERENCF N0. SHEL. I N0. 101- - Al_ SHE_E 1 ~ •F
s~° , 99 DETAIL N , DETAIL I ~ %3. PIPE INSTALLATION DASE DITCH A-1DD 8
FALSE SUMP c x °Qa .!v (N.f t. s~.).) (Net to 9c.i° ) sr~TE RRO~. No. F-. A. f ROJ . N0. UE SCR I PT I ON
Outside Ditch ~ N'"' S`•i°) ~ ~ ~ ~ Fi ~ ~ slope b FIII ' ~ _ Natural ~ ,t.._-- Slope b IFIII _ ±13 _LI- _ _ " - 5 °pe 768'
~I~,~~, Traffic Flow ~ - Rd»y ~ Gro ~ • ~?}'ll'T~IL ~ _ Drn• N G. Und D I /Ft. 'Ft. r / U. S. FORE
LATERAL 'V DITCH ~0• - - . - N. G. A-A Min. D= 2 Ft. (N.e to S°.I°) _ - . - - - ~ ,`S, S 20, B Mox. d = ]~Ft. i.D= 2 Ft. SL SLRVICC
S 9° A - t. d = ]~Ft. b= 5 Ft.
_b Fill ~S- GI ~ ..99, outie+ When B is C6' b= 5 Ft. Natural Slope erc. i8S ,?3, blot ; Plpe N. c. B= 3 F. ~ S=Ditch Slope Pro osed Ditch .ran°:;! e z Min. Cover T e of Liner= B= 3 F .
Ground D 'l•• P/f t. ~ p YP CLASS I R[P RAP RAP
d 1. Mtn. I Ft. 5 CHANNEL CHANGE Max.,l- 1 Ft• sS° FROM STA 1537+70 T - N 27°16'37" F.
DETAIL F ° 99, O STA 1539+50 1- LT. - h 5_Ft. TOE 9s• wooos +50 - 1- LT. E 16 3.61 ~ N q ~ • , 2~ q9,
Type of Liner-CLASS B STONE PROTECTION ly
FROM STA 1549+00 TO STA 1550+97 -L1- LT. ~ Naturol FIII USE 60" `.>IEEL PLATE <o,°° E NOTE PIPE ELONG~; 6 X 2 CORR. <N 39°51'
FROM STA 1550+97 TO STA 1551+50 - 1- Ground 2• Sloe L LT. p o, o 1 GA. - t; BOLTS 123 q3 F TYPE B T 1F '00 ' '
FROM STA 1551+50 TO STA 1555+00 -L1- RT. Q` CONTACT HYDRAULICS UNI
1L ~ r . 6 FILL HEIGHT;EXCEEDS 60
ROCK S1LT~ ' g% - - CHECK TYPE z `~o'`.°9 B d = 2.5Ft.
DETAI. F2_ Type of Llner_ C A 6 ~ ~ PI V TION PROPOSED E~(A ~
SPECIAL R h L SS I RIP RAP OCK CHEC DAM e N.e t. Stale ? FROM STA 1537+50 TO STA 1539+5 - - V'''~. STORAGE AREA
FILL 0 L1 RT. , APP. GO' DEEP
SLOPE- 2' CLASS I FROM STA 1548+00 TO STA 1548+50 -L1- RT. 'I t~~ RIP RAP FROM STA 1549+00 TO STA 1551+25 -L1- RT. + _ _ , s 3 •S, - 95 LI +~.4~~ s ATERAL V DITCH 'V` DITCH
_ ~G• ~ 52~' SEE DETAIL C IL C
TOE OF T[E TO ~ 324' 9 ,,t~s, FILL 2~ ~ N.G. % 9c61~,~w PtwED SHLD, o
~ ~ MEDIAN
2 BA ~26__~~_ BARRIER ~ SE LATERAL DITCH
9° ~ SEE DETAIL H 323'
cis 9 o~ + c9. CS Sta 1555.40.65 -LI- ,
S F ~1(RICK H. NANCE - ~
q, 95 ~ °e,Q6, CO
A ~ RE AK~~~", X8.46• DETAIL H L TERAL V DITCH 61 , ; w DASE n)TCx SEE DETAIL C •ar ° EIP W v ~ V a 25 - N 61.v1, ; EIP
~Nelf.st.le) c 36 S ONG. S b Ful ~ ~ ~ ~ 3 1' CO 10 GA~~° - G. s i ~ ~ CLASS 'B' STONE ~ m
Naturol ~ \ Slope J ~ (0 38 g s~ 1 O GA6~• / ~ 0 ~ „ AVED SHLD. ~9's- ~ Q ~ ~ 30 k~ F-
Ground d D ti• I'/Ft. ~ ~ ~ 9' y, EE DETAIL M s W
Mfn.D=1.5 Ft, J ~ t a~ ~ ~ ~w, e B Max.d- 1 •5 Ft. J , . Sao . ' - ~ 600' TAPER is~-.?i~. 3~0' TAPER ~ DETAIL OF MAINLINE
• w = 5 ~E ~ ~ ~ONC. ELBOW hen 8 Is <6 b-_Ft. J 5~ F ~ / HDWL IC. ELBOW z ~ ' , !ag , w IL . ~53 1555
B 2 Ft. / Type of Liner. ~ ~ Ell' " ~ ~ CLASS 1 RIP RAP r ~ ~ 94 s. 55 I s ,15 s.
i ~ / 93 FROM STA 1551+15 TO STA 1553+50 -11- RT. ~ / 93 "
FROM STA 1552+60 TO STA 1556+00 -L1- LT. _ ~ o°.. s9~ P 24 2G1 EXTRA oQ ~ PTH,D=8.1 84
/ ~ \ ~ r 97 2G1'
/ ~ c 3 2 " p1~ / ro o UpRpR 0 ~
~ , o Pp56p ° ,1 ~O ,
/ ; ~ PR° Cpt I arm r-,--r CAf°I Ssa " ,.2s, ~6 98
L X 9 9 c 2-GI MIN
310' ~ z " 96 ~ _ . , ~ DEPTH
~ 60" STEEL P~ / q5 i N . , U 60 STEEL PLATE ELONG. / EIP 93y ~ 100
~5 - 6X2 cc C'• SEE DRAIN! 6 X 2 `CORR.:, , ~°5. Fir' ~ SEE DRAINAGE SUMM ~
3' BA T ~ B8 SE DI CH CHANNEL CHA ,RO S ~ ~0 2Gl _ Q
SEE DETAIL I J`~ ~ ~ ~ o~~ oar FS g0 ,~~m 36 CSP ELONG. CSP ELONG. i~ ~9s ~ q?s,~~
/ ~,o • m 3 X 1 CORR. 1- ~ ~ ~ 3 / P• ~ 5 REINFORCED B (0.109 1 ~ 1 " CORR. 1 +40.65 -LJ- ~''6 F 3 D9 1 ~ 7.35'-
~i _ ~ ,1 ~ N v~,
~ `_~u l-I 87 a ~ ~ ~ ~ 6NC. r 64•gq'Sa w / p~ ~ ~ 92 - HDWL _ 6NC. 2 BASE LATERAL DITCH fl~'~ > HDWL SEE DETAIL H a~'°°
260' 7 ~ Roa 6 .00 ' ~ ~ N °°p ~ \ v LATERA 'DITCH
QS - P°560 SEE AIL C
NETHIH I ea° TOE PROTECTION ~ KEN ~ ~ I W/ROCK S[LT CHECK TYPE B ~ GRADE TO DRAIN
2 N se•g7'so' w 169C / 25 ON CENTER \ r / 2
x5.55: ~~P1 / SEE DETAIL F ~ / ELBOW 11~
N 5e'o5'a • 0~'~ tia - / TOE yl TOE PROTECTION
i 9> w 0°t J - : USER TYPE VI x.93 - ~ Q~ 84 01,; ~ 60 STEEL PLATE ELONG. ENERGY DISSIPATOR W~RI 0~ / 6 X 2 CORR. ~SIPATOR W~ROCK SILT CH TYPE B
~ SEE DETA 25' l l N S8. ~ i SEE DRAINAGE SUMMARY 76 SEE _ 25 ON CENT SEE DETA F
f w / ~ •y0 U, ' u , 52.55 ~ 2 BASE T OUTLET DITC ,~r
r ~0 ; Q OU LET DITC EST. DDE = 22 C. . 62 / 2' BASE OUTLET DITCH )E = 22 C. A ,~n
~ ~ EST. DDE = 11 C.Y. P05 -LI ,'r , SEE DETAIL J i ~ SE to l l ~ DETAIL ,o _ TOE PROTECTION -I`,~ , ul_n
E DETAIL J 443' ~ I`I•E E• $e•Ie) C~ ~'',0
~ ~ EIP ~ / ~ ' c / ~ ~ / ~ 4 ' ' ~ Natural ~ Fill ' t~
z ; Q ti \ ~ ~ SNa Ground- ~ Slope . 0 a~ f , 3 AAf'LE +40 -LI- 05 ~o
0~' 0``' , e 5E F ' ~0 86 ~ ~ o
I . ~ ~ ~ ~ ~ 430' 43 d - ? Ft. 0 Type of Liner =CLASS ' B' STONE F ~r
° 3 ~ a~ ~ ~ : ~ +oo -u- ~ ~ ; / ~ ~ ~ aW 440' UO -LI- FROM STA 1555+00 TO STA i - b 556+40 L1- RT.
C,• v, +45 -LI- 40' o: 45 -LI- io%'o
~ ~Q~ ~ o ~ cSdE" c ` ~ ~ 5 ~ 450' o- ~o 50'
J~ ~ ~,ti i - +h~ I_s- r ~ 40 -LI-
/ , ~ 505' ~05
/ Q. ~ 44~. - - 4° w ® :.y~~ +60 LI 60 -LI-
® ~ X00' ~00
P CYO ~G
p + l5 -LI- `~3 o ,
o~ 293' , e ° o . "o
nPl ; D1CT L ~ ~ - A1 p~ ~ LI BASE DI7Y'H ~ < ro
+55 -LI- c N.E f. s<.1. ? P! Sta ~4L26 Pl Sta 155
310' Natural ~ 224 Pt Sto 15457424 PI Naturol 0.5P 12 (RTl ~ • 4' 00.00 Sta 1556 74.06 Ground ?i 'b'~ Gro 09' 28.8 45 '
~ ~ ~ , , 00 d D and D • 2' 00'00. Ls • 0.0000' 6 RT) ~ • 4' 30' 00.00" o° Min. D -L.~ Ft. L • 2,560.4389` D '2.15 00,00" Ls •400.0000'
Ni ~ TOE PROTECTION ~ o ' ` ~ I W/ROCK SILT CHECK TYPE B ~ ~ g Max.d `.L•~Ft. • 2,864.7890' L • 2,051.4674' '
25 ON CENTER = T • 1,372.8467 Dc •2'00' 00.00 Rc • 2:546.4791 Type of liner=CL. I RIP RAPg ? Ft• R ~ 2 64,189 T • 1,085.0628' Dc • 2!5'00.00" ~ 0 •9.3052'
SEE DETAIL F Xs • R • 2,546,4791' Ys • 10.4674' ~ ; 9.805!'
f - p . Xs • 399.7533' 0 2. 7
EiP DI;TAI L M o : o K • 199.96 1' • 2.6174 TAIL A'I LT . K • 1999588
' ' ' ` PIPE INST ALLATION " ° 266.734 Q./~ 1STALLATION ` " ST -133.39 LT • 266.7529' 53 ,
° (N.ea9n1.) 1.E E. 9e.1. ~ ST • !33.4!17
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~ ~ ~ ~ DIETAII, c - ~ C~ k ; ~ ~ ~ LATERAL V DITCH ~ ~ :r ~ A-1~D ~
~ ~ , , ~ N (N.k k. 9~.k 1 , Q W - - kl ~ ~ wo0D5 ~ I ATE I'ROJ . NQ. F . A. E'(~(1,1. N0. DESCEt II'T I ON ~ ~ ELI
~ ~ ~ n 0 : d•' ~p ~ F III ' N' N ~ I _ _ _ _ ~ ' N ~ n~
I Slope D1E~ A~II, ~ Q O N ~ Naturol ~ ~ ~ ~ , , , ~ N W II _ _ I cV Q m
O' ~ ` ~ ~ Ground p ti• I /Ft. ' PIPE INSTALLATION O N wGGDS~ ~p d N W W +20 ~ ~
(Nek !e $r•le) ~ ; + ~ rl' Mln. D = 1 Ft. d. t~ O ~ N n+1 r~+n ~ Mox.d= ~ Ft. ~Q Fill Slope \ V ' \ N '\1 + _ 5 + ~ ~ N N 663' ~ N ~ ~ ~ N ~ r\ W
I Orn• N. c. 0 ° 0 p ~ 0~ -Type of Liner-CLASS B STONE ~ ~ ~ cb W ~
Struc. A b ~ 'h S : - - _ a-n ~ FROM STA 10+00 TO STA 11 +70 -Y25- RT. ~ ~ r\ ' ~ ~ N ~ ~ N
~ ~ FROM STA`°10+00 TO STA 16+75 -Y25- LT. N Outle A - , ~ I~ ~ N fit; ~ O ~ F i ~ ~ N ~ II ~ ~ ~ ~ _ o~ ~ ~ ~
~ r'pe U v FROM STA 174+50 TO STA 1576+0 - - T. ~ N.c: O n ~ ~ ~ 0 L L rr,^, f . ~ U1 ~(h .t? ~ ~ O I I
~ rNOte: 1' Min. Cover 4 .3w + vl ~ R _ 4 - ~ FROM STA 20 ~0 TO STA 22+32 -Y25A- LT. ~ ~ 53Z r,A1E ~
BEGIN BRI o ~ ~ N ~ N rv ~ ~ ooi~1 O J ~ N . N .,r p O o W N O p p ~ Do -i ~ J f~ O ~ ~ O ~I
DGE STA 157 • ~ s woods +9U OE PROTE TION 4 83,87 ~ O ~a
~ EE DETAI A , ~ ~ ~ qho' BEGIN BRIOG ~ E APPR A ~ ~ r` ~ ~~N N
OAK N 36"31'gq. _ SLA + ~ . s~ _ s c oI" I~ O ~ O t~ O V m ~ ~i ~ p ~ ~ O
• . k / B STA 1574 - - o I~~ OAK .LIP ~ 68.14 L ~ '.n ~ , ~ l~ ONST. Y22A ~ ro o ~ Q ro. ~ ~ ~n ~ c~ o N
. N ~ L ~ P Sra !3 50.06 -Y22 - ~ = o ~ ~ - ~ A ~w 0
1~8.8~ I_~ ~ s ~ ' - - , ~ _~RZ N vc l' W~ O U~ O 0 p F,9I,SE SUMID c x
- 57.51, s~,, D } S 382 " ,9, o~. r, r, ` I N nJ v, 39 l 5 a8 PD ~ Sta 13106.57 -Y - . ~ ~ ~ ~ ~ ~ ~ N°t t° s..~• D ~ W 22A R ~ ~ Outside Ditch ~ 5 Q ~ ~ 395 ~ Q +19 ~ Q Q ~
30 CSP 2,~ X ~z CORR. ~ ~ r; .I ~'10~~q - ~ w r ~ METHOD B" ~ , N _ ,t, ~ ~ J ~ ~ O Traffic Flow I'
' N SEE GAUGING S MMA Y + ~ 2 U R O N ~ _ 2 BASE 39U' ~ w l~ Q O a, 20:1 2~1` ~1 ~ a~~ ~i ~ O ~ p, In ~ BERM D [ TCH ~ ~ r lLJ ~ 1 ~
~ ~ ~ ~ ~ ~ 0 ,c' ~ N ~ RALPH CARVER ~ ~I~ ~ R . ~ ri
W ~ i , ~ ~ ~ _ r, W O , . ~ n,, Q ~C f` ADS 130' `1i _ ~ O t; ~ - Cit ` - ~ ~ ' s1. ~ S-Dlt~n ;i,~.A f Proposed [lfirh S
,'„30 i ~ r\ O ~ t
O ; ~ ~ - - 1, ~ N PT sto ot96. - t• ~ I ~ ~ ~ n4 Y22A-<~~. `
~ ~ _ ~ ~ 145 ; 0 r^ ~ ~ n , 9
O ~ ~p , fl ~ ~ F v ~ ~p N O ~ ~ ~ ~ p N o ~ 281` . I ~~i ~.~13ua~
~D ~ ~ CLASS `B` S10NE EY' i.~iw td 2e` 2.39.U
Ol O O ~ ~ ~ ~ `y 106 ; b>, ~ h V ( ~ ~ ~ ~ o O , 0 ~ ~ ' ~ F ALBERT CAR" } ~ rt. ~ F 0 ~ ~ ~ ~ E R, IiEIRS • . ~ C~J ~ C h v o o ,~9,l~E- _ ~ ~ Nf iw e.nai~x
_ i
~ 3 ~ `N3 ~ 29 a DO 0 0 o, 44 /I, f"~~ o DO ~ ~ ~ s ~ ~ n5• a, Q, - - - p POT to N - _
o J Z PT Sta. l5t - u> c - f-- ~ W ~ ~ 82.41 T - ~ ~ 0 50 'Y22R - w U , , o EV - / i~ i 1 P~ ~Jta f NBiE: $AE1CN $H0~1 H Al 1 6 q5 0,00 {V2 - NG EL IBNSHIP BETwEE"
~ _ PC Sta.lS{07,4 - ~ ~ ~ s ~ ~ '39 W ~ ~ ~ ! TRK2- c c G o.! ~ ~ _ 4 p , 3 2A A61D~AI AND $IRUC1UiE. n ' (J `V
~N RK-. ~ ~e 6.8/ 101 2 ~_y ~ _ 600' TAPER 10 ~ t S `i i „ ~a~ 1 ~ c6 s qq" ~ O
W N o0 2-f~1. ~ _ 105 LASS B 0. 0 0 S .84 ~ L, ~ ~ ~ iso~Fu°~r~'~a ~ ? .RFfAIP WALL„ ~
Z E_ . tof 20 >>a rO~Y:~ pc ~ ~
_ , 15° A s ~o 114 r~tt ~ \ p l ~ ~iro~ ~ \
/5 - - ~ ^ 9 s - 156 e . 2cI JB 11 ~ i lJ 0 ~ 'PAR uN~Ee"u T - Z,J.
a - , 8 ~ 15 2y. ~ ~ xX I ~i;i. In~~,~;~. ~,t~r,. O
0 a~ : 104 s• o x,113 _ !5 ~ F ~ 11 2I It3 ~
N 27 52 N 27° 52' 26 ~ 00.0 " 3 00.0 ~ . I- 2E 2Ek6a• +q ~ / - ' CEAS ` ` ~ 40
18 CSP 2 CORR. ~ / rr 1y6.9 i • i sroNE ~ , - - N 27 52 00.0 ' 1580. - 2' E . 8 8
~ - ; CLASS I I R1P RAP 2 ;:<~X' ~ F ~ 'CO / ~ 2"
15 CSP 2G1 ~ 2-GI MIN ~ ~ r ~ ~ _ [fir, . ,~~;rif G _h_ ~u, . i
~ ` SEE D TA N ; ~ DEPTH ; ,n p2 . ~g ~ 2G1 1 ~05~ N 27 52' D0. 02"
~R ~ 1 650 APPA ~ 02 cNES1NUT oAK ~ 0 E ~ CLASS B STN 1
sn~MP ~ ~n ri RAIL PARKING _ _ Q _ . w LOT ~ PROPOSED GUARDRAIL DN ~ , _ p cn _ Ig ,psw _ .
~ ~ 12 ~ i u I „ ~ ~ F ~ ' , / -
i \ Q ~ ~ ~ 30 CSP 2 X z CORR. F / „r ~ \ ~ ~ METHOD B ~ 1b ~ / ~ ' f1FG. EXIST. CONC. E3ARRIER ~ - - ~ _ _ . - - - - - ~ _
,,i. / SEE DRAINAGE SUMMARY - / J 15 W/2 ~ - _
I Al ICK I, J~'d1L `ti"' / ~ --'F f F E ~ / ' ;y, JOH ~ , / EIBUW 18° , I NFwEU siit~. m - - ~ S f~ ~ ~
Ri;D nAK ~ i `~v, , S S- ,.ri fLARVER~ ~ ' r5 ~ MEDIAN
25 N ~ 15 CSP I' ' - ' ~ CLASS l I - W/ N ~ ~Z ~ BARRIEEZ 5" CSP W ~b "O ~ / ~
s ~.e~5 , , ,9 N o ~ 2 E s. RIP RAP ,o~~ rpl L80WS ~ 330' ~ N r~ ,I ELBOWS ~ , ~ O ~ r~
26 10 TONS mR~M , ~ ~ .~~-fir, ~ , G ~ I\ } U ~ ~ ~ ~ a,
0 a°i,~ a', ~~~A / +~u ~ ti,~ ~ ~ ~ -
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b_ DETAIL G w/ 110 ` ~ s - _ ~1
ooos BASfi DITCH \ , +85 , , / PT Sta 22*66.60 -Y22R - z ~ i EV K GUM (N.ce.Se.6) o~/ rh1E ic~0`~M 3~0',- 5 - 0 -Y22REV- _ Q ,'n W - ~ ~ ElE-TAIL UI MAUJLIf~IE
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Ground p ~ I'/Ft. / 6' ~ `.a~ ~ ~S6 ~ s .8~ 9• , ~
d Min.D=1,5Ft. tlo ~o~ sm ~ / r B Max.d= 1.5 Ft. ~ / ~ ~ =`w/ ~ ~ ~ ~ Fd ~`Nd BRI z OGE APPROA _ CH
- ; ~o ~o`~ ~ ~Sl < ° when 6 Is ~6' b= 5 Ft. ~ F REMOVE ~,e •.;RM S , LAB STA 1576 51 - -
, B- Z Ft. a / ~a JO L + - _
TYDe of Liner=CLASS 1 RIP RAP `=>s . - , / x , , EkISI. RiW 714.
I i ~ ~ ° ~ ~ ` ~ ~nIUE_ ~,~o~E ~ ~ ,I _ 53 f~r,Lr..r, - i
D BRIDGE ST A 1576}35.37 - - P N L sr
oo. F ~ ~ r~, 27 ~ ~ti , BEGIN CoN r ALSE SUMP ~ j ~ S RUCT ION a JOHrv1 I IAI~OLD I If' T01~I Outside Ditch (N'' a ~ ~ = c,°~` wooDS P + t~ •
~ C S,a 2! 33.21 - - Traffic Flow / Y22REV REV- N0 ' 2-G) TO B E D E PLACED 1N ELOW LIN
11CH ON -Y22REV- E S1A 27+30 LT.
_ - } _ A _Y
/ ~~5- ec. / ~ END C/A 5TA
_ S / / c; RK H W - - S-Ditch Slope ~ Proposed Ditch ~,yF / / , a +33.27 -Y22- TOE PROTECTION
/ / N•t t. Scale 1 PI Sta !0.71.38 P! Sto 13.28.45
' ' / a;' GR / Natural F(~~ p• 9T 34' 29.55' (RTl 15' 34' 29.55" (LTI PoT sTA 1580} - - Ground _ Slope
LP 0 i / / ~ pa3 / / ; SGi o 11 ~ ~ , 70 ~ D • 121 !9' 26.24 D • 35' 48' 355a
/ / E~~ p'J~', ~ / 12" CM , ~ ~ ~ ~ ~ C ~ ° Fc~ BEGIN C d = _2 - I t. L -16.635!` L • 43.4933' orvsTRUCr1oN - - Type of Liner =CLASS B STONE T = 51.3804 T - 21.8815
,~~D `titi / ~ _ SGO, 0 Pc sta Io+oo -T - - R . , RK3 47 RT 45.oooa R • r6o.oo00
.,P - . / ~ i5•, ~.I A ~ FROM STA 12+12 TO STA 17+17 -Y25- RT. PC Sto 10.20.00 PC Sta 13.06.57
,,6~ ~nP, L - - - - P~ ~ / ~l ~ PT Sta 10.96.64 PT Sto 13.50.06
o ~ ~ ~ L L! -Y25 _ -Y 2REV- _ _ _ _ _
~ ~ 'a - cR P to.J55&62 P! Sto 1556.74 - . t 1l+41.44 PI Sta 13f08,8! P! Sta 13180.52 Pl Sta IT+4 . . >s 74.os P! S a ° P! Sta !9 92.69
~ ~ ~ ~ . ` ° ; . ~ 4' Oa 00 ~ • 4' 3x 00.00" P ~ PI Sto 29.8352 0 = 51° 3T 3l" ALT) ~ ° 27 23' 3!" (!_7-J ~ = 27° 23' 3!" (RTl ~ ° 5° 55' 35 IRTI ~ oooo' P! sto 22 00.0o Pl Sto 32 5823 ° , ° , ° 0 36 32 37 (RT 1
S ~ ~ LSD .00 40ooooa a ~ooa o• 6' oa ovoo' rLr~ a- 8T oa oo.oa (RTl 0.34' 4T ov.oa (LTl D = 38° S0" D = 38 ll 50' D = 38 I! 50" D = I! 27 33 D = !l4° 35' 30"
~ ~ . . Rc • 2 4 8910' Rc • 2 546.47 ' D 2 S(3KD ~ : , 9/ 5.479!' a • 4' 3a oo.oo' Q • 2r oa ~.oo' v • 2r oa oo.oa L =135.!6' L = 71.7!' L = 71.71' L = 51.72' L = 31.89'
~ ~ PLANT , ~o DC • 2' 0 00.00' DC • 2' 15' 00.00' L L' ` E~iSS•Pr I ~ ~ LR _ e ~ Ys • 9 Ys • 10.4 1 ' T 00.0 L • 133.3333` L - 4142857 L • !65.6349' T = 72.56" T = 36.55' T = 36.55' T = 25.88' T =16.5!`
~ 4 I ~eKD, ~ ~ ~ ~ e~ Xs • 99.80 X 74' T • 66.7277' T • 258.9127` T • 85.4584` ~ = J50,00' R ° !50.00' R = !50.00` f~ ` 500,00' R = 50.00' X533 R • 1,273.2395 R • 272.837a R • 272.8370 = 5E = SE _
i. ~ s 399.7533 R > ~ ~ a• - e w P •.3261 P • 2.6174 PI SE SE SE ~ PC Sto 2!•33.27 PC Sta 27.24.60 PC Sto 31.72.77
' K -199.9675' K • !99.95 P'. 89' X89' PT Sto 22.66.60 PT Sta 31.38.89 PT Sto 33.38.41
° • 2667348' LT • 266.7529' ~ S ST -133.3953' T . , X529'
at;eor~ S 133.4111 4117'

WOODS <>1 -Y24REV - - - ~ Y22
35 ~ - -TRK2-
E !64 ' ' CURVE 165 PI Sta 10*E 23 P1 t 1 • P! PI Sta !0'66.73 P/ Sta 15+44.95 PI Sta 18+44.89 Pl ~ Pl sta 11.53.67 P! Sra 14.21.92 ° Sta 23 23.16
I, Sta •56A Pl s a 6 Sto ! 3 P! Sto 9.80 o• rl • 1 00.00' r~T! ~ 0 6' 00' c 508' rRTI ~ 0.21'26 fLTI p• 08' SS.Ox rRTJ 0 = ~ 00' 00" (LT) ~ = 6 00' 00" (RT I ~ = 6° 00' 00 (RT l = D• 9' 12` 00.45' (RT I 9' 12' 00.45' (LT l , „ ~ 6 DO 00" (LT
D • 5T 1T 44 •5' 00' 00.00' p • 5.Ox D 4.30 oooo~ • 5oaoooa~ D =4.30 00" D = 8 00' 00" D = 8° 00 00 D = ~ a • 3'oa oooo' o - 4'0a 0o.oa 4 30 00" ,
L • 2027131 •200.0000' L • 548.6661` ~ L = !33.33 eRi~cE APPROACH sU1B T • 160.4893' 002546' 4191435 L =133.33' L = 75.00' L = 75.00' L = / ~ L • 306.6708 L - 230.0031 33.33 ,
T • 279.6973 T ~ r 66.13 R -100 R • t 156' 3.0025 R• 1,1459 R- g 1' R r 1,273e~ T = 66.13 T = 37.53 T = 37°53 T ~ r -153.6657 T - !!5.2493 66.73 R r 1,273.24' R _ 716.20' R = 716.20' _ ~ R • 1,909.8593 R =1,43.?_.3945 _
PC 11.95b8 PC Sta f ~ 4 PC St •04.33 - • PC Sto 23 0 $E R 1,273.24 SE : _ _ _ Pc sra ro 00.00 PRC Sta !3 06,67 _ _V SE SE - SE - D y
Sto 13.98.39 PT Sta 1100 P to 17.53 / .00 PT Sto 27159 PRC Sto 13 06.67 PT Sto 15.36.61 ~ ld
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See Sheet 1 8 For Symbology ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~j ~ - - - -
Jl Jl V' ~Y 8eT84~401 GPD 13 _1(29)__1' C
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END ~ ~
PROJECT ~ ' '~~oa ~ry ~l ry l
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BEGIN CONSTRUCTION
STAo 1452+50 -L-
POT STA 1468+74.77 -L- 77 BK= END FA PROJECT APD-13-1(29)
BEGIN FA PROJECT APD-13-I(29) Ts sTA 1468+74.77 -LI-A BEGIN STATE PROJECT 8eT842401 7 -LI-AH END STATE. PROJECT 8aT8g2q01
STAB 1581+56 -L-
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~ND CONSTRUCTION
FUTURE
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STATE HYDRAULICS ENGINEER DIVISION OF HIGHWAYS
Prepared In tl~ Office of: STATE OF NORTH CAROLINA
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
DIV 50 25 0 100 200 ~T 1~8 ~ LENGTH ROADWAY FA PROJECT APD-13 I(29)= DIVISI011i OF HIGHWAYS
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P.6.
ADT 2018 lZgOp vpd ~xGTH STRUCTURES FA PROJECT AP~13 1(29)=
O i'~n.NS TOTAL LEIKGTH PROJECT S.T842401 = 2.880 MILES DHV 10% RIGHT OF WAY DAT 50~J5 . ~ 5I~---~ D 60% AY DATE: SEPT. 16,1994 SANDRA A. STEPIIIEY, P. E. stcxnrm~: r~
PROJECT 6NGA'E8R ROADWAY DESIGl~' STATE H1GllIVAY 6NGfN6&R -DESIGN
DEPARTMENT OF TRA1~iSPORTATIOlY
~ ~ ~ ~ ~ DUAL 5% ~S IS A CONTROLLED ACCESS PROJECT WITH ~ ~ ~ILOI II,E (HORI'J,gNCA.L) FEDERAL HIGHWAY ADMINISTRATION
TTST ~p~o ACCESS BEIIIIG LIMITED TO INTERCHA11iGES /LY IS, 1997 JOB C. LANSFORD, P.E. TE' v PROJECT DESIGN ENGINEER
10 5 0 20 40 LETTING DATE:.T~1L ~1~1_~-~ T' 60 MPH
veoru,~ «~iat~•icm~.~ SIGNATURE: DNfSlON ADA1lN1STRATOR DATE
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