19951273 Ver 1_Complete File_19951214

TIP NA-10, R-529, R-2239
Subjec : TIP Nos. A-10 -5299 R-2239 (22 13
Date: ue, ar 2000 10:00:55 -0500
From: Phillip Todd <[e-mail]>
Organization: North Carolina Department of Transportation
To: John Hennessy <[e-mail]>
CC: Micky Clemmons <clemmomm@ brinet.com> ,
Frank McBride <MCBRIDFT @mail. wildlife. state.nc.us>,
9? e y?
Steve Lund <[e-mail] ny.mil> ,
"Charles Bruton,Ph.D." <[e-mail]>,
Gordon Cashin <[e-mail]>
John:
Here is the email that you requested that I send to you regarding
the stream mitigation on TIP Nos. A-10, R-529, R-2239. These are
projects that the NCDOT and NCWRC signed MOA's to do stream
mitigation work on trout streams. The A-10 permit was issued in
Dec 1996, R-529 BA/BB/BD permit was issued Spring 1998, and
R-2239 B permit was issued Spring 1999.
Below are the permit conditions for A-10 and R-529 from the
Section 404 permit and 401 WQC, and text from the Memorandum of
Agreement (MOA) between the NCDOT and NCWRC for these two
projects is also included.
* A-10, 404 permit, Special Condition (SC) #9. "In order to
compensate for unavoidable impacts to trout waters and their
tributaries, the permittee will conduct 25,000 linear feet of
off-site trout stream enhancement by fully implementing the
'Reimbursement Agreement, Project A-10 C & D' with the NCWRC. A
stream
channel mitigation plan will be submitted to the USACE for review
and approval.... "
* A-10, NCDOT/NCWRC MOA, item #1. "The WRC shall be responsible
for developing a mitigation plan for approximately 25,000 linear
feet of off-site trout stream enhancement mitigation .... Typical
enhancement measures may include, but are not limited to, stream
bank stabilization and/or revegetation, installation of fish
habitat structures, fish stocking, and fencing livestock out of
the stream or constructing managed livestock water facilities.
Said plan shall be reviewed and approved by the COE. "
* A-10, 401 permit, Condition #6. "Compensatory wetland and
stream mitigation shall be in accordance with the USACE. DWQ
shall be copied on the approved ratio, location, size and method
debit (restoration, enhancement, creation and preservation). "
* R-529, 404 permit, SC 17. "In order to compensate for
unavoidable impacts to trout waters and their tributaries due to
piping, culverting or fill, the permittee will conduct 14,814
linear feet of off-site trout stream restoration and/or
enhancement by fully implementing the 'Reimbursement Agreement,
Project R-529 BA, BB, & BC' with the NCWRC. A stream channel
mitigation plan will be submitted to the USACE for review and
approval....... A stream channel mitigation plan for each site.."
* R-529, NCDOT/NCWRC MOA, item #1. "The WRC shall be responsible
for developing a mitigation plan for approximately 14,814 linear
feet of off-site trout stream enhancement mitigation for impacts
1 of 3 04/03/2000 2:14 PM
TIP Nor s. A-10, ,R-529, R-2239
associated with construction of the Project..... Typical
enhancement measures may include, but are not limited to, stream
bank stabilization and/or revegetation, installation of fish
habitat structures, fish stocking, and fencing livestock out of
the stream or constructing managed livestock water facilities.
Said plan shall be reviewed and approved by the COE. "
* R-529, 401 WQC, Condition 6. Stream mitigation shall be
done in accordance with the NC Wildlife Resources Commission.
.... Additional written approval is required from DWQ for these
relocations plans. DOT and WRC shall develop a stream mitigation
monitoring protocol and submit to DWQ for written approval.
This protocol shall include monitoring of macrobenthos and
streambank stability for five years."
As I mentioned to you yesterday, the NCDOT and agency personnel,
including the USAGE, DWQ Asheville Regional Office and NCWRC,
formed a Mitigation Review Team (MRT) in February 1997 to
implement and solve problems associated with implementing this
new mitigation concept. Topics that the MRT worked to resolve
included identification of mitigation sites, selection of
mitigation sites, acquisition of the mitigation site, stream
buffer widths, etc. The original work to implement the MOAs was
on A-10. Procedures developed and lessons learned from A-10 have
been used to make things proceed smoother for R-529 and R-2239.
If you are interested in learning more about the endeavors that
the MRT for A-10 went through to reach today's status, you can
find a paper at
[http://www.dot.state.fl.us/emo/sched/ICOWET_III.htm], "Stream
Mitigation for I-26, Madison County".
Mike Parker told the MRT that DWQ Raleigh office required that
copies of mitigation plans/ design needed to be sent to them as
well as his review for the MRT.
Micky Clemmons forwarded a copy of two mitigation plans and
design to DWQ, and received the response that I faxed to you
yesterday, letters dated March 15, 2000.
Initially, the USACE suggested that the NCDOT/ NCWRC modify the
existing 404/ 401 permits to construct the stream mitigation
work. This process was implemented last summer/fall and was
deemed arduous and inefficient. At a meeting to discuss the
status of the A-10 project in January 2000, the USACE suggested
the permit process be expedited by the following process since
there were permit conditions stating the need of stream
mitigation. This protocol would also likely be used for stream
projects associated with R-529 and R-2239.
1. The NCWRC will provide a final version of the design plans to
the NCDOT. The NCDOT will then submit a cover letter and final
design plans to the USACE and the NCDWQ (Raleigh Central office
and Asheville Regional office.) and a carbon copy of the letter
to the NCWRC.
2. The cover letter to the USACE and NCDWQ will include site
name, site description and approximate footage of stream
mitigation work.
3. The USACE and NCDWQ will provide letter to NCDOT, with carbon
copy to NCWRC, stating receipt of these plans and acknowledging
that the plans are part of adherence to the existing permit
conditions associated with TIP No. A-10.
The NCWRC developed monitoring protocols which the DWQ provided
comments on in a letter dated February 8, 2000. The monitoring
protocols included streambank stability.
2 of 3 04/03/2000 2:14 PM
TIP Nos. A-10,. R-529, R-2239
John, the NCDOT believes that the stream work can be authorized
as the USACE has recommended and earlier described. We would
like your confirmation on this as soon as possible. The NCWRC
has several projects ready to implement this spring/ summer (the
first one we would like to begin April 17), and, if one project
is pushed back, the entire schedule will be effected. If you
have in depth questions regarding these projects, you may contact
Micky Clemmons or Frank McBride.
The NCDOT also belie,
the works before the
mitigation, buffers,
projects to complete
having to re-address
resolve.
7es that these projects having MOA's were in
conversations about what is stream
etc. We would like to move forward these
design, implementation and monitoring, not
issues that the MRT has previously worked to
If you have any questions about this compilation of information,
let me know.
Phillip
3 of 3 04/03/2000 2:14 PM
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
woo
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ID E H N F=?L
A. Preston Howard, Jr., P.E., Director
May 15, 1996
Madison County
DEM Project # 951273
State Project #8.T842401, TIP #A-0010
COE #199505135
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Franklin Vick
Planning and Environmental Branch
N. C. Dept. of Transportation
P.O. Box 25201
Raleigh, NC 27611-5201
Dear Mr. Vick:
You have our approval to place fill material in 0.34 acres of wetlands or waters for the purpose of constructing a
segment of I-26 from NC 213 to US 19 at Mars Hill, as you described in your application dated 1 May 1996. After
reviewing your application, we have decided that this fill is covered by General Water Quality Certification Numbers
2671 and 2735.. These certifications allow you to use Nationwide and General Permit Numbers 26 and 198200031 when
they are issued by the Corps of Engineers.
This' approval'is'c ily vidid for the purpose and design that you described in your application. If you change your
project,, you n'iuslf?otify 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. Additional conditions are that:
1) DOT shall work, with the NCWRC to identify an additional 170 linear feet of stream channel to restore or
enhance,_ inrthe Asheville Regional Office area to balance the net loss of stream channel at Site III (Big
,2).the presence+and'size of pools and riffles along the portion of Big Branch shall be determined before impact
so tg'aL`tliis ' atiow-can be used by the NCWRC in their stream design,
3)?wetl AA hall be credited to the Tulula Creek mitigation site,
dice. Weit"ween the bottom width of the proposed stream channel shall be clarified in the final stream
restdgfbn ?iTan and
5)Ahesproposed '2:1 side slopes on the proposed stream channel should be examined by DOT as to their
erosional stability.
In addition, you should get any other federal, state or local permits before you go ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms
to Chapter 150B of the North Carolina General Statutes to the Office of 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 Environmental Management under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
A. Preston Howard, Jr. P.E.
Attachments
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
Stephanie Goudreau; NCWRC
WRC951273.1tr
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
RECEIVED
... AR 2 2 1996
ENVIRONMENTAL SCIENCES
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAmEs B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
Govm-goR P.O. BOX 25201. RALEIGH. N.C. 27611-5201 SECRETARY
March 20, 1996
96627U
Army Corps of Engineers
Regulatory Field Office
P.O. Box 1890
Wilmington, North Carolina 28402-1890
ATTN: Mr. Cliff Winefordner
Chief, Southern Section
Dear Mr. Winefordner:
SUBJECT: Madison County, I-26 (US 19-23) from north of NC 213 to the Tennessee
State Line, State Project No. 8.T842401, T.I.P. No. A-0010.
As you are aware, the North Carolina Department of Transportation (NCDOT)
proposes to construct 1-26 from the existing interchange at U.S. 23 and N.C. 197 to the
North Carolina/Tennessee state line at Sam's Gap. The NCDOT applied for Section 404
authorization for this project on December 11, 1995. This permit application included -
information for project sections A-IOBB, C, and D.
The southernmost section of the project is designated as A-10BB. This section of
the project extends from 0.174 miles north of NC 213 to 0.3 miles northeast of US 19 near
Mars Hill. This work is located generally along the alignment of existing US 19-23. This
will require fill in wetlands at four locations, for a total of 0.45 acres. An additional three
sites require impacts to surface waters only. These impacts are depicted on Sheets 1
through 12 and summarized on Sheet 13 of the original permit application.
As you are aware, the NCDOT is still finalizing the design of the new location
sections of A-10. However, the A-1 OBB section of the project is scheduled to be let to
contract in May of 1996. Since the impacts of this section could be authorized under
Nationwide permits, the NCDOT is requesting that this section be reviewed separately so
that construction can commence. This situation was discussed on February 16, 1996 by Mr.
Robert Johnson and Mr. Steve Lund of the Asheville Regulatory Field Office and NCDOT
representatives.
Enclosed you will find a completed pre-discharge application for the A-IOBB
project. Copies of Sheets 1 through 13 are also enclosed which depict the impacts of A-
10$B. A copy of this information is being supplied to the N.C. Wildlife Resources
?I
Commission and the N.C. Division of Environmental Management for their review. If you
need any additional information, please contact Mr. Gordon Cashin at [phone],
Extension 315.
Sincer
W Fr nklin Vick, PE, Manager
Planning and Environmental Branch
HF`'?'tp
cc: Mr. Bob Johnson, COE, Asheville
Mr. John Dorney, NCEHNR, DEM
Mr. David Cox, NCWRC
Ms. Stephanie Goudreau, NCWRC, Marion
Mr. N. L. Graf FHWA. attn: Mr. Roy Shelton
Mr. Kelly Barger, PE, Program Development Branch
Mr. Don Morton, PE, State Highway Engineer - Design
Mr. A. L. Hankins, PE, Hydraulics Unit
Mr. Tom Shearin, PE, State Roadway Design Engineer
Mr. W. D. Smart, PE, Division 13 Engineer
Mr. John Smith, PE, Structure Design
DEM ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #):
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DERkRThEN7 OF THE ARMY
P.O. Box 1890
Wilmington, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIR ONINIE NT, F E T TH,
AND NATURAL RESOURCES
P.O. Box 29535
Raleigh, NC 27626-0535
ATTN: MR. jOHIN DOR?'TEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT. N.C. Department of Transportation Division of Hiqhwavs
1. Owners Name:
2. Owners Address: P.O. Box 25201 RRaleigh, NC 27611
3. Owners Phone Number (Home): (Work): [phone]
4. If Applicable: Agent's name or responsible corporate official, address, phone number.
Mr. H. Franklin Vick, P.E. Manaqer. Planning and Environmental Branch
5. Location of work (MUST ATTACH MAP). County: Madison
Nearest Town or City: Mars Hill
Specific Location (Include road numbers, landmarks, etc.): US 19/23
6. Name of Closest Stream/River: California Creek, Big Branch
7. River Basin: French Broad
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS H? YES [X] NO [ J
California Creek and Q? r R---h are WS II from source to Little Ivy Creek
9. Have any Section 404 permits been previously requested for use on this property? YES [X] NO [ }
Ifyes,explain. Included in application submitted for entire A-10 oroiect on December 11, 1995
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: Project
impacts wetlands and/or waters of the United States at 7 sites.
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: Surface Water: 0.34 acres wetlands: 0.45 acres
Drained:
Flooded:
Excavated:
Total Impacted: 0.79 acres
12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): Improvement of US 19/23.
See cover letter.
13. Purpose of proposed work: Public roadway improvement.
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minknize wetland impacts. Least damaqinq, most practicable alternative.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
('v'MFS) regarding the presence or any Federally listed orproposed for listing endangered or threatened species or critical
]
habitat in the permit area that may be affected by the proposed project. Have you done so? YES Vx] NO[
RESPONSES FROM TIC USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
lb. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
]
properties in the permit area which maybe affected by the proposed project? Have you done so? YES IX ] NO[
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy.
E. What is land use of surrounding property? Rural
F. If applicable, what is proposed method of sewage disposal? N/A
is Signature Date

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I-T. C. DEPT. OF T:i ANSPORTATION
DIVISION OF HIGHWA.Y'S
MADISON COUNTY
PROJECT. S.T842401 (AIOBB)
I-26 FROM NC '213 TO
0.3 MI. NE OF US 19
SHEET 1-3 OF 70- NOV 1995
State of North Carolina
Department of Environment,
Health and Natural Resources AwrA
Division of Environmental Management James B. Hun;, Jr_ Governor E H N R
Jonathan B. Howes, Secretory
A, Preston Howard, Jr„ P.E., Director
MEMORANDUM
April 3, 1996
To: Frank Vick
NCDOT
From: John Dorn p*v
Subject: 401 Certification Application for 1-26, Madison County
TIP # A-10BB
DEM # 960275
The subject application has been reviewed by this office. The Division of
Environmental Management (DEM) is responsible for the issuance of the Section 401
Water Quality Certification for activities which impact waters of the state including
wetlands. The 401 Certification is a statement from DEM that the activity will not
degrade water quality or remove existing uses.
The DEM cannot determine from the application whether stream relocations will
degrade water quality or remove existing uses. Both California Creek and Big Branch
have WS II classifications. This classification, by definition, is High Quality Water
(HQW) and t re receives more stringent review. DEM needs a commitment from
DOT that and erosion control measures will be implemented. The
application is incomplete because it fails to provide critical stream relocation
information for sites I and III. Detailed site specific stream relocation plans that
include the stream pre-construction and post-construction gradient, length, width,
depth, sinuosity, substrate, pools, riffles, pool-to-riffle ratio, undercut banks, presence
of woody debris, bar-to-bar distances, width of the floodplain, width of buffer zones,
construction timing, measures taken to be compliant with water quality standards
(particularly turbidity and temperature), stream cover, velocity, water depth at 7Q10
conditions (low flow) and location and description of woody vegetation should be
included in the application for the permit.
The COE has determined that this section of A-10 can qualify for Nationwide Permit
26 and General Permit 31. The COE believes that compensatory mitigation should be
required for this section and included in the remainder of the A-10 project. DEM
supports this conclusion and therefore the eventual 401 will be conditioned to that
effect.
Questions regarding the 401 Certification should be directed to Eric Galamb in DEM's
Environmental Sciences Branch at 733-1786.
cc: Steve Lund, Asheville COE
Asheville DEM
David Cox, WRC
i26bb.app
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
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This facsimilie is being sent by:
Please deliver the following pages to:
Name: Eric-
Name:
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HYDRAULICS UNIT
FAGSnvME TRANSb=AL COVER SHEET
DATE: 4 --,15'- 96
IF YOU DO NOT RECIEVE. ALL PAGES CLEARLY, CALL BACK AS
SOON AS POSSIBLE
Our Telephone Numbez is: (919) 250 - 4100 Our PAX No. is: (919) 250 - 4108
Fax Number Called: 733 .-- 2?-&%
TOTAL NUMBER OF PAGES (INCLUDING COVER- SEEET):
REMARKS: ea W M ca? .2 Sa -- VV00 --

3
.M
S
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS
GOVERNOR P.O. BOX 25201. RALEIGH. N.C. 27611-5201
March 20, 1996
Army Corps of Engineers
Regulatory Field Office
P.O. Box 1890
Wilmington, North Carolina 28402-1890
ATTN: Mr. Cliff Winefordner
Chief, Southern Section
Dear Mr. Winefordner:
960275
GARLAND B. GARRETT JR.
SECRETARY
SUBJECT: Madison County, I-26 (US 19-23) from north of NC 213 to the Tennessee
State Line, State Project No. 8.T842401, T.I.P. No. A-0010.
As you are aware, the North Carolina Department of Transportation (NCDOT)
proposes to construct I-26 from the existing interchange at U.S. 23 and N.C. 197 to the
North Carolina/Tennessee state line at Sam's Gap. The NCDOT applied for Section 404 -
authorization for this project on December 11, 1995. This permit application included
information for project sections A-IOBB, C, and D.
The southernmost section of the project is designated as A-1 OBB. This section of
the project extends from 0.174 miles north of NC 213 to 0.3 miles northeast of US 19 near
Mars Hill. This work is located generally along the alignment of existing US 19-23. This
will require fill in wetlands at four locations, for a total of 0.45 acres. An additional three
sites require impacts to surface waters only. These impacts are depicted on Sheets 1
through 12 and summarized on Sheet 13 of the original permit application.
As you are aware, the NCDOT is still finalizing the design of the new location
sections of A-10. However. the A-1 OBB section of the project is scheduled to be let to
contract in May of 1996. Since the impacts of this section could be authorized under
Nationwide permits, the NCDOT is requesting that this section be reviewed separately so
that construction can commence. This situation was discussed on February 16, 1996 by Mr.
Robert Johnson and Mr. Steve Lund of the Asheville Regulatory Field Office and NCDOT
representatives.
Enclosed you will find a completed pre-discharge application for the A-IOBB
project. Copies of Sheets I through 13 are also enclosed which depict the impacts of A-
lOBB. A copy of this information is being supplied to the N.C. Wildlife Resources

Commission and the N.C. Division of Environmental Management for their review. If you
need any additional information, please contact Mr. Gordon Cashin at [phone],
Extension 315.
Sincer
H. Fr lin Vick, PE, Manager
Planning and Environmental Branch
HFV/tp
cc: blr. Bob Johnson, COE, Asheville
Mr. John Dorney, NCEHiVR, DEM
Mr. David Cox, NCWRC
Ms. Stephanie Goudreau, NCWRC, Marion
Mr. N. L. Graf. FHWA. attn: Mr. Rov Shelton
Mr. Kelly Barger, PE, Program Development Branch
Mr. Don Morton, PE, State Highway Engineer - Design
Mr. A. L. Hankins, PE, Hydraulics Unit
Mr. Tom Shearin, PE, State Roadway Design Engineer
Mr. W. D. Smart, PE, Division 13 Engineer
Mr. John Smith, PE, Structure Design
DEM ID:
ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit ft
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. Box 1890
Wilmington, NC 28402-1890
ATTN: CESAW-CO-E
Telephone (919)'25114511
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT' OF E\TVLR0N-NIEN'T, HEALTH,
AND NATURAL RESOURCES
P.O. Boy 29535
Raleigh, NC 27626-0535
ATTN: MR. j OIL DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT. N.C. Department of Transportation Division of Hiqhwavs
1. Owners Name:
2. Owners Address: P.O. Box 25201 RRaleigh, NC 27611
3. Owners Phone Number (Home): (Work): [phone]
4. If Applicable: Agent's name or responsible corporate official, address, phone number.
Mr. H. Franklin Vick, P.E. Manaqer. Planning and Environmental Branch
5. Location of work (MUST ATTACH MAP). County: Madison
Nearest Town or City: Mars Hill
Specific Location (Include road numbers, landmarks, etc.): US 19/23
6. Name of Closest StreanvRiver: California Creek, Big Branch
7. River Basin: French Broad
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS H? YES [X] NO [ ]
Roth Califo_^t° Creek -,' Pi- Branch are WS II from source to Little Ivv Creek
9. Have any Section 404 permits been previously requested for use on this property? YES [x] NO [ ]
If yes, explain. Included in application submitted for entire A-10 proiect on December 11, 199E
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: Project
impacts wetlands and/or waters of the United States at 7 sites.
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: Surface Water: 0.34 acres wetlands: 0.45 acres
Drained:
Flooded:
Excavated:
TotalImpacted:. 0.79 acres
12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): Improvement of US 19/23.
See cover letter.
13. Purpose of proposed work: Public roadway improvement.
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minimize wetland impacts. Least damaging, most practicable alternative.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(N'MFS) regarding the presence or any Federally listed or proposed for listing endangered orthreatened species or critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES ? X] NO [ ]
RESPONSES FROM THE USFWS ANDlOR NHS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
]
properties in the permit area which maybe affected by the proposed project? Have you done so? YES ?X ] NO[
RESPONSE FROM THE SHPO.SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy.
E. What is land use of surrounding property? Rural
F. If applicable, what is proposed method of sewage disposal? 14/ R
i5wrler'si Signature ` Date
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S'LIMMARY SHEE? 'FILL IN FILL IN
WETLANDS -SURFACE WATER
SITE STATION (AC.) (AC.)
STA.36+40 TO
I 50+55 -L- N/A 0.06 AC.
11 STA. 59+90 -L- . N/A 0.008 AC.
S7A, 69+18 TO
CHANNEL CHANCE 71+08 -L- N/A 0.18 AC.
STA. 75+20 TO
IV 83+55 -L- 0.29 AC. 0.09 AC.
?TA.38100 -US 19" FT 0.0 AC. N/A

12 1 D _N
T r)•^ 1r 0,45 A%. =j 0,74 AC.
M._
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MADISON COUNTY
FROJECT: S.T842d01 (AIOBB)
I-26 FROM NC 213 TO
0.3 Nil. NE OF US 19
SHEET t3 OF '70 NOV 1995
1 C.?
CeV-
Mq?S?
CPA
j: 7 -2, (,
I li
p I ??
v4-AL
TL
?S
IMPORTANT
To
Date Time
WHILE YOU WERE OUT
M
of
Phone
AREA CODE NUMBER EXTENSION

Message

Signed
TELEPHONED PLEASE CALL
CALLED TO SEE YOU WILL CALL AGAIN
WANTS TO SEE YOU URGENT
RETURNED YOUR CALL
N.C. Dept. of Environment, Health, and Natural Resources
TV0

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Asheville Regional Office
Affl?a
DEHNR
WATER QUALITY SECTION
June 19, 1996
MEMORANDUM RFCF??F®
?Y
FM,,RO"MF?> 1996
TO: John Dorney NTq?
Wetlands and Aquatic P ants ^4S?iF,y?Fs
THROUGH: Forrest R. Westall
Regional Water Qua??lJJit Supervisor
Parker.
FROM: Michael R.
Environmental Chemist
SUBJECT: Review Comments
N C Department of Transportation
Interstate 26
Madison County, North Carolina
Staff of the Asheville Regional Office have reviewed the
proposed construction project by the North Carolina Department of
Transportation for the construction of Interstate 26 through
Madison County. Since there are so many trout waters involved in
this project I am requesting that the 401 Certification not be
issued until we have received a copy of the contract between the
N. C. Department of Transportation and the North Carolina
Wildlife Resources Commission, for stream relocation and
mitigation.
It is also, recommended that the remainder of the project
should be deferred to Eric Galamb because he has already been on
the project area and has discussed the project with DOT.
However, we do request that the Asheville Regional Office be
kept informed on the project and we be included in all meetings.
If you have questions, please call me at 704/251-6208.
xc: Wanda Frazier
Interchange Building, 59 Woodfin Place Oil FAX [phone]
Asheville, North Carolina 28801 C An Equal Opportunity/Affirmative Action Employer
Voice 704-251-6208 50% recycled/ 10% post-consumer paper
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 15, 1996
A14;I reeA
?EHNR
Mr. Franklin Vick
Planning and Environmental Branch
N.C. Department of Transportation
P.O. Box 25201
Raleigh, 27611-5201
Dear M
RE: 401 Water Quality Certification
I-26 from NC 213 to US 19
DEM # 951273
State Project # 8.T842401, TIP # A-10BB
q ? 3
Enclosed is the 401 Certification for this project as I
discussed with Barney O'Quinn yesterday. We were able to
expidite approval of this project due to the ex_ensive
preapplicaiton -:fork done by Eric Galamb with year staff and your
staff's prompt -response to our 3 April 1996 le__er. Also please
be aware that we received the application on 6 'stay 1996
(application dated 1 May 1996). I believe tha_ approval of such
a complex project in such a short time speaks ;.ell of the
preapplication review process undertaken for t---"s project. We
understand the need at times for urgent turnarc-and for projects
such as this but request that your staff attem=_ to keep these
requests to a minimum so as not to slowdown oter ongoing DOT-
related project reviews.
Please call me at 733-17.86 if you have questions.
Sincerely yot
Jo n R. DornE
i26.mem
cc: David Foster
Linda Rimer
Preston Howard
Steve Tedder
Eric Galarrh
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
MqY-14-196 TLE 14:59 IM PLANNING AND ENVIRON TEL NO:
II
+r o '
#652 P01 --
STATE OF NORTH CAROLINA
DEPARTMENT OF TkANSPORTATION
JAMES 9. HUNT JIB. DIVISION OF HIGHWAYS GARLAND mTC Jk
GavEPwoR PO. BOX 25241. RALEIGH, N.C. 2761t-520t
PLANNING & ENYIROJYMENTAL BAANCM
PAX COVER SHEET
Date:
all
Number You Are Calli g.• `73 -
Please
Name:
Depart
Addressor from Number.
This ?'e py is being seat by
Name:

Phone Number: - ' 1
{ Remarks:

Number of pages (Including Cover Sheet) z/
IF YOU PO NOT RECCEM ALL PAGES CLEARLY, CALL (91 A) 753-3141 AS
SOONAS POSSIBLE.
PLAN MA3 B"NCH I*A.X NU,MfBER - [phone]
Ck^ wa+-

°"SEIQT"1Av?lU? .L7iv T Z.1,5: 00
. US ARMY CORPSIENGRS
v:
I D : PI "I.N9 ILNP, f My FAQ lL Tj?_ NO :
i ,R4 269 1721 - NC001'COHTAW, 02
YD•1-704-252-1721 MAY 14'96
DEPARTMENT CW THE ARMY
WILMINGTON DISTRICT. COMPS OF SN©INI RAS
Rp ack It No
WLIUIMMOI , NORW CA>3O Ind, W402-1090
may 9. 1996
fl11RFYY N1thtN 10
Regulatory bxanah
#65Z? P02 -- "-xr-
13?43,No.001 P.02
Aa"Ofl 211 No. 191505133- 04"Oral Permit tio, 1209000,11 aaLI Natlunwide Permit
He. 36 MeaAdwaters and 3Qnlated waters:)
j tU. It. Fratildin Vick
PlAmninci end RavirottaafanUl branch
North CAN931na Dapatrtmont of Tranapoxtation
piost•. OffIca MX 29301
?t,AloigR, NQI•rli C4rc?11n2 270-1-9201 to
6-
Tuar Mr. Vick: V,/5
Ra tevonee YQUX 1*t,ter of Marvh a , 3596 Aa+i IF Dapartrwat of the 11v
,my,
(VA) autharixotion to place 0AL mat ial. In 34 ra% of waters allid''(? 46
aerea of * W&t I M>n4S in and adjacent to?li f o ". sA, Big a rain hf an8 a
tributatri.es to construct and 4v tmW Wx a ulvarte and pl pea , relo*atts chbinnale
and plaas roadway f i11e to afonatruat a **gmantr of Interbtratb Highway 26
(A•100P) from NC Hir$11iway 213 to fie Uii3hwoy 19 ef, Mace (1111, Madiepn County,
North Carolina.
On January 1, 190d, we rsnewod wvnes41 permit Na- 398200031, (Copy
enclosed), that Authorizaa the placement vt fill material associated with the
06Rat:rUCCi0Z, Mpair, or rePlacerm t of bridgeb aar•o*n navigable waters and
Waasar* of t ho uni.tod states in worth C:aarojiftia, including cofferdams,
abuterato, fowndmasian Basin, Piers, tamporatrlr Ganotruction apd moceoa. MID,
4gproe9h #iltas, detour ti7,i.ala and box auZyertr inutallat:ion, all part: Of Wgrk
cutdact d by or In full coMplian a WIth the ocandardS and ?pec3 t iaai-ior,? of
the Narr,u *rolluat L evartmosit of Tzvn#Wrtsativn (NOW TI . Thim 1pormit
authoriabC th* Proposed Culvert a 2t,'84l*iMS &t California Creek.

Ilror the pfaepoess of that Corpm of ing,iayeeza l #te gWALtory Arpgrafm, Title 33,
CWIR of TrRCleral Itsg'ul.aftons (CYR), Part 330.6, publ IGARd in (:ltd yaderal
RAgiarar am movAtlfoor 22, 1991, 114t9 naatiOAWide purmito. AuthartuaLLan wan
prOvi ftd, pVrouant; to 5o*ti9n 404 of the Olean wager Aa4. for di IK!ItergAaa of.
dtredood esr fill mterial into hAaflwat#vat and iaolated waters_ Thim
atutharislttien a?ppli.ev to the re"Ani7V cork on Sig braaah and unnameA
erlbuttartoa.
Your pcgpaaOO woxX 1* authorIA d it you can voMly with all general and
neti;lanw349 i3#rMI9 =nM$ons ang provided that you i'aC6jVe a SaCtian 401 waettr
quality eatrtii'iaw#:icft IMM trhe 1laxsh Car011na Division of 99IV ..ronmstttal
Wagmment (xCt]IDt) . Please road the ens lowed peraatt:n to prey*nc an
Unint:AntiMAI VialAki4f'x pf 16'*d*V42 184. Th*&Q 0ft$4rtMQnt of the Araay parojtn
dO "Ot: > ?.liavw yov *f %%I* L-08pofts&billt:y to obtain any other required Stare ar
16&&3 approval. Vou fahoulcl oantact Mr. John Dorney, teLlbghOno [phone],
ragardirq watev cis Itty a urtitioafti,on,
PY-14-'96 TUE 15:01 IM PLANNING AND ENUIRON.TEL NO:
+R:RMY CORPS/ENGRS ID!1-704-252-1721 MAY 14196
••a-
#652 P03 -
13.43 No.001 P.03
The trarth Carolina Wfldlift Rescureas Ce tmitialan (NCWRC) hAP reviewed
your application and has recomaabendad two oaraditios+R neceerary tv protect
Yublie Mountain Trout Waters. A vapy of this letter of April 26, z996 to
enoloaad. Tht MCWAC amWiUione aro 'hereby lraaorporated into thik
autboxts4tio» a9 NP6916; conditions.
TWO verifiGntjon will be vRlid until the scat 1anwidQ perauit in Mdifiod,
rei.eatted nr revoked. A11 the uAticsrawide pernaitet ere achsdul.ed do ba modirs64,
reissued or revoked prior to auauary 21+ 1907. It is inquabent upon you 40
rditftln i.nfor%*d Of ohongue to the aaabionwide permits, Ms Will lgques a public
not3C* eananarurtainq the chasngen vhan ttsey occur. Fort hgjrtrtps'a, if WU cammefice
or are under contract to aowe:nce: tIlLm 49tiviti,y More tile date the natibnwide
permit is modifled or revoked, you wfll have Lw*lua wuntho fray tho dat& of
the modification or revocation to aeaV1*t-* t-he :tct.lvity t%ndex they pkw2ent
terms and oondizionc Of this natian*Ulo psgpl a..
It you have yuaat-toao, oancact: aqr. st-eveu Ltuicl. AshOftllr. Vield office,
90%vlotoxy aranCll, t%jaption4 (709) 271-40$7,
sincesr6ly,
I
i
i

- .a
i
i
Robart: w. aohnoon
CEliaa Maraosr
AbhowfIla Rwqu1^tosy Field Office
analanutas
copiers yugaishod (Wl.t hoot; socloeurs6)
1Mv. . John My'1 oy?
nivLsi6n asf g arvIremommtaal Managwa,crit
Uortsh Ca vellum Deparr-Mont as
UviaaVnMeettr, AoaltU and
fl WAL it80bure:,ts
4401 A804y er"IK Road
Ralet9h, North Carolina 29607
box. Cos?Raas Craa?Yt=»
pi#gnit:tg rind 8nwironttwaxtal Ara<nch
Mcch Carolina Department of Transpottation
root c?MOB pox 25201
U141gh, North carollna 39dt9 -Mi
AY-14-' ?. ,T,W, ,15:02 I D : PJ-ANN I N6 AND ENU I RON TEL NO:
. ... -., Ov+ xar .1 !21 ¦> N=7MtRAV i 04
US ARMY CARPS/ENGRS ID:1-704--252-1721
5 1

l o rOftfta Vilil f
0
112 N. Ssllabury Strom, kgkl , NOtth Umok a 27604.11M. 919.733-3 ,• w „„
' •??
h9WORANDW
TO: Steve L04 Farm coor&wr
A Ile Qncme U.S. Amly Carps orE.Uh aw
FROM. 8wowe E. GattdrM. Mt. ILq(w Goo for
awtet Co ration hgpm j`
C
DATE: Ap1rt.2tf. 19%

SUB]SCT: Rw w Oran Appicadw by T to retoca#e uw unwa and flt watlands
at dated With B14 Breah•aad CWornia Creek in eo> waft
+uy" thv
' 0MOOM t Of 1t WdM of l-7A Mad'iaoo Ccmaty, J6-18W
=MM= W 2" tbl NWh Ceaa U Wi* pWM CMUdW= WWRO to obtsAn a 404
p 6*060 V.'S. AMY CWP GfZd n=& i 0WWuCW 19 *9 visit on I I Apol 19Y6, 7.
90mu ft ate provided in acWdatta with pKOVtrioa offt Glom Water Act of 1977 (33 U.S.C.
406 cL ? 7t )turd the FM and WlWfv Cook' Won Act (41 Stat, 401, a anmdcd? 16 U.S.C.
The WCOOT prwm to Wpaet &peo, idy o,34 am offtrfaco waters and 0,45 4m
+fwalbWs i2 u*uwdm wkh wid gVt 19to lwctttsam 146. ltt tr wil include
rOuaft 41Wiom i "an of Bid $tah. 1% htl^I]Qt"I' is leei* a nadowMde permit for
+ouak OR this eRw*wWwA uc&u ofA•10, and it is &dy that an iadM ttal perm k vAll be
r4carary Aw the romWqg t tts (A I OC ad A 1010,
Ws D"uh mw Ca Wndel Crack am ulwa d" to 1 ivy Crtx whim is a trilwtery to
Ivy Csak (DesipaW Pubk Motu Wm Tmut Werra). We have no d*bct m to the IM 0409 of
` ft PaWt, Provided the
Sower eoaditim lie ma! by the NCD[1T:

t) i damW design fOr Me reluetuted pmVon of ft Ran* dmid be approvod by the
NCWRC be c 00ftst totian b*iw Tito mw dwuW rhaald l>ev4 ttRV rang pvwmae
width„ depth, I*NA mmdOr pOOM and aubtarate 0 the Vilting dwuW. Ripadth
vow dmid be ertiunced by eWnbW4 kWzt, wW $o ft these wdlpr &Uh* to
#652 P04
MAY 94'96 13=44 No.001 P.04
I D : PL ANN I NG AND ENV I RON TEL NO: #652 P05 --??r
•. "' 4 4ri{ •f Ni UA1CORTRACT-, 05
N US ARMY ENRPS/EkRS 15:1-704-252-1721 MAY 14136 0:44 Na,00t P.05
i • .
A-3008 POP 2
1 ?? 1996 .
grsv* eta W book NobirmtIm JU &W ch&GW duk r ag& a ast ng strum
' ! rstlwr t1? R ? dir.
Zj IPkM& to Wdlods AwM be it da in tw tot watkm?* gavW wed by rgJea
A-10 ft mWpdn tuidl?t ?o Son fto DOM&
Tbm* You lbr twft the 6PPo ftnky to n lew and gonlmm oft this Uyau lutver Deny
"? b° r pfVo w me at 704JbS21 7
(kw4on MOW-, NCvoT

., y - T
prti4
STATE OF NORTH CAROLINA
DEPARTMENT OF TkANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Regulatory Branch
Army Corps of Engineers
Wilmington Field Office
P.O. Box 1890
Wilmington, North Carolina
Dear Sir:
DIVISION OF HIGHWAYS
P.O. BOX 25201. RALEIGH. N.C. 27611-5201
May 1, 1996
28402-1890
^ o? Sl
Con yx?
{es n
le ,
GARLAND B. GARR - s fl- Crr WrARy (Y ?"

4t 2
51 "2
in
SUBJECT: Madison County, I-26 (US 19-23) from north of NC 213 to the Tennessee
State Line, State Project No. 8.T842401, T.I.P. No. A-0010.
As you are aware, the North Carolina Department of Transportation (NCDOT)
proposes to construct I-26 from the existing interchange at U.S. 23 and N.C. 197 to the
North Carolina/Tennessee state line at Sam's Gap. The NCDOT applied for Section 404
permit authorization for the entire project on December 11, 1995. Subsequently on March
20, 1996, the NCDOT requested that the southernmost section of the project (TIP No. A-
l OBB) be authorized under Nationwide permits so that construction could commence.
A great deal of coordination has taken place regarding these requests. In particular,
several items of additional information were requested by the Corps of Engineers, the N.C.
Division of Environmental Management and the N.C. Wildlife Resources Commission. This
letter is provided to transmit the requested items of information.
Mr. Steve Lund of your Asheville office requested several additional items so that
the Public Notice could be issued. An entirely new set of permit drawings has been
compiled which include the names of each impacted stream, and the property owners. For
section A- I OBB, cross sections have been added showing the relocated stream channels for
Sites I and III (See sheets 3A and 7A).
The NCDOT received a letter from the N.C. Division of Environmental
Management dated April 3, 1996. This letter requested detailed site specific information for
proposed stream relocations at Sites I and III. This information has been summarized on
the attached Tables 1 and 2.
The NCDOT's plans for project A-10BB have been reviewed by the N.C. Wildlife
Resources Commission. A letter from Ms. Stephanie Goudreau of NCWRC to Mr. Steve
Lund specified two conditions which NCDOT should meet. The first requires that the "final
channel design for the relocated portions of Big Branch should be approved by the NCWRC
before construction begins. The new channel should have the same average width, depth,
length, meander pattern, and substrate as the existing channel. Riparian vegetation should
be enhanced by eliminating kudzu and planting trees and/or shrubs to provide shade and
rj& 'I' V '+ , ?? ?,
d,v -o
nnv
bank stabilization. The final channel should resemble a natural stream rather than a man-
made ditch." The NCDOT is preparing revisions to the construction plans showing details
of the relocated stream sections. These revisions will include the placement of weirs and
boulders in these channel changes. The NCWRC will have the opportunity to review these
revised plans before construction commences.
The NCWRC also commented that "Impacts to wetlands should be included in the
total wetlands acreage impacted by Project A-10 for mitigation under the future individual
permit." The NCDOT is currently completing the draft mitigation plan for the Tulula Creek
Mitigation Site in Graham County, which has been proposed for this project. The NCDOT
intends to provide wetland mitigation for all of the wetland impacts of project A-10,
including A-IOBB.
The NCDOT requests that you continue to review project A-IOBB for authorization
under Nationwide Permit provisions. The NCDOT also requests that the Public Notice for
the remainder of the A-10 project be issued as soon as possible. If you have any questions,
or need any additional information, please contact Mr. Gordon Cashin at [phone],
Extension 278.
Sincere y,
H. Franklin Vick, P.E., Manager
Planning and Environmental Branch
HFV/tp
cc: Mr. Bob Johnson, COE, Asheville
Mr. John Dorney, NCEHNR, DEM
Mr. David Cot, NCWRC
Ms. Stephanie Goudreau, NCWRC, Marion
Mr. John Hefner, USFWS
Mr. N. L. Graf, FHWA, attn: Mr. Roy Shelton
Mr. Kelly Barger, PE, Program Development Branch
Mr. Don Morton, PE, State Highway Engineer - Design
Mr. A. L. Hankins, PE, Hydraulics Unit
Mr. Tom Shearin, PE, State Roadway Design Engineer
Mr. W. D. Smart, PE, Division 13 Engineer
Table 1
DETAILED SITE SPECIFIC`
STREAM CONDITIONS FOR A-OOIOBB PERMIT
SITE I e-6'^'
I CONDITION I I
ITEM 1 PRE CONST I POST CONST. I COMMENTS
I I I
1. Gradient 1 2.5% 1 2.5% 1
2. Length 1 150 ft. 1 120' 1- Upstream of 60" pipe
3. Width
4. Depth
5. Sinuosity
6. Substrate
7. Pools
8. Riffles
9. Pool-to-Riffle
Ratio
10. Undercut Banks
11. Presence of
Woody Debris
12. Bar-to-Bar
Distances
13. Width of the
Floodplain
14. Width of the
Buffer Zones
15. Construction
Timing
16. Measures
17. Stream Cover
5' Base
4' Banks
Straight
Gravel
None
None
N/A
Bank to
Bank
N/A
None
Vines &
Trees
18. Velocity 1 4.8 fps.
19. Water Depth I 2-3"
Low Flow 1
20. Location and 1 Very
Description of 1 Little
Woody Vegetation I
5' Base 1
Same I- 2:1 side slopes
Same i- Install Boulders 40' +/-
Same - Gravel
I- Rock Wier w/pool (4-5") deep
1 Every 30' +/- (see detail)
None 1
None
N/A 1
Bank to 1
Bank
N/A
1- No construction during
i Fall Spawning Season
- BMP -No baseline I
- Replace understory I Dogwood (shrub)
vegetation as well 1 Witch Hazel
as canopy Winterbery { Species }
4.9 fps. I Hemlock {subject to }
- Should range I Black Alder {availability}
2-3" 1 Spacing - 2' 1 st line
-Non proposed ( Spacing - 4' 2nd line
* - Measures taken to be compliant with water & quality standards (particularly turbidity and
temperature.
Table 2
DETAILED SITE SPECIFIC
STREAM CONDITIONS FOR A-001OBB PERMIT
SITE III
CONDITION
(
1. Gradient
2. Length
3. Width
I
4. Depth
5. Sinuosity
6. Substrate
7. Pools
8. Riffles
9. Pool-to-Riffle
Ratio
10. Undercut Banks i
11. Presence of
Woody Debris
12. Bar-to-Bar
Distances
13. Width of the
Floodplain
14. Width of the
Buffer Zones
15. Construction
Timing
16. Measures
17. Stream Cover
I
18. Velocity
19. Water Depth
Low Flow
20. Location and
Description of
Woody Vegetation I
1.5%
400 ft.
4-8 ft.
3 ft.
Some
1.6%
230 ft
4ft.w/4ft.
Floodplain
3 ft.
Some
Binks Stable
None I None
100 ft.
150 ft
N/A
None
Vines &
Trees
4.9 fps.
1-2'
None
Found
150 ft.
Limited by
in channel
}!215 ft. ofRCBC extention
(- Stream widens as it flows
toward RCBC
(- 2:1 side slopes
I- Install Boulders 40' +/-
I
I- Rock Wier w/pool (4-5") deep
Every 30' +/- (see detail)
I
I
i
I
I
I- 2:1 cuts, 4 ft., Floodplain
I
I- No construction during
Fall Spawning Season
- BMP -No baseline
- Replace understory I Dogwood (shrub)
vegetation as well I Witch Hazel
as canopy Winterbery (Species }
5.1 fps. I Hemlock (subject to }
1-2" range I Black Alder (availability)
Spacing - 2' 1 st line
N/A I Spacing - 4' 2nd line
I
NOTE: Above Confluence (200 ft. from pipe) the existing right fork is 400' of conc. ditch,
a 30" csp and rip rapped ditch.
* - Measures taken to be compliant with water & quality standards (particularly turbidity and
temperature.
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.
. N. C . DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MADISON COUNTY
PROJECT: 8.T842401
(A101111) (AIOC) (AIOD)
I-26 FROM NC 213 TO
TENNESSEE STATE LINE
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SITE

STATION FILL IN FILL IN
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1 STA.36+40 TO
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II STA.59+90 -L- N/A 0.008 AC.

III CHANNEL STA. 69+18 TO
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TOTAL 0.45 ACRES 0.34 AC.
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MADISON COUNTY
PROJECT. 8.T842401 (AlOBB)
I-26 FROM NC 213?TS- - --- ?
0.3 MI. NE OF US 19
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SUMMAR Y SH EET
FILL IN FILL IN
WETLANDS SURF ACE WATER
SITE STATION (AC.) (AC.)
STA.119+25 TO
1 122+00 -L- 0.12 AC. 0.04 AC.
STA. 138+95 TO
II 140+75 -L- N/A 0.05 AC.
STA. 1144+80 TO
111 1151+35 -L- 1.48 AC. N/A
STA. 1152+00 TO
IV 1156+10 -L- 0.12 AC. 0.07 AC..
STA. 1156+00 TO
V 1159+40 -L- 0.10 AC. 0.05 AC.
STA. 1161+40 TO
VI 1173+75 -L- CHANNEL CHANGE N/A 0.17 AC.
STA. 1185+90 TO
VII 1205+00 -L- N/A 0.26 AC.
STA
1227+00 TO SITE 8A 0.26 AC.
VIII .
1234+00 -LREV- RT SITE 8B 0.32
SITE 8C 0.05 AC.
AC. 0.11 AC.
STA. 1236+00 TO
IX 1238+64 -L- N/A 0.07 AC.
X STA. 1245+00 -L- N/A 0.38 AC.
STA. 1253+30 &
XI STA. 1259+00 -LREV- LT 0.15 AC. 0.08 AC.
STA. 1265+50 TO SITE IA 0.29 AC.
X11 1276+40 -L- SITE IB 0.32 AC. 0.23 AC.
STA. 1315+20 TO
XIII 1323+60 -L- 0.40 AC. 0.10 AC.
XIV STA. 1350+00 -L- RT 0.07 AC. N/A
STA. 1392+00 TO
XV 1401+00 -L- & CHANNEL CHANGE 0.45 AC. 0.14 AC.
XVI STA. 1407+40 -L- N/A 0.06 AC.
TOTAL N. C. DEPT. OF TRANSPORTATION
FILL IN WETLANDS FILL IN SURFACE DIVISION OF HIGHWAYS
AC. WATER AC. MADISON COUNTY
4.18AC. 1.81 AC. PROJECT: 8.T 842401 (A10C)
I-26 FROM US 19
TO LAUREL CREEK RD.
SHEET 5L, OF S
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SUMMA RY SHE ET

SITE
STATION FILL IN
WETLANDS (AC.) FILL IN
SURFACE WATER
SITE IA 0.1 AC.
SITE IB 0.04 AC.
STA.1476+00 TO SITE IC 0.14 AC.
1497+00 -LI- RT & LT SITE ID 0.053 AC. 0.7 AC.
SITE IE 0.032 AC.
SITE IG 0.052 AC.
SITE IF 0.51 AC.
SITE IH 0.81 AC.
SITE IK 0.15 AC.
SITE IJ 0.22 AC.
SUB TOTAL SITE 1 2.10 AC. 0.7 AC.
STA.1489+80 TO
II 1493+40 -LI- PT 0.15 AC. 0.0 AC.

III STA. 1509+00 TO
1511+00 -LI- LT & RT 0.31 AC. 0.06 AC.
STA. 1522+00 -LI- RT
IV AND 1527+00 -LI- LT 0.07 AC. 0.19 AC.
V STA. 1532+00 TO
1540+00 -Li- 0.40 AC. 0.09 AC.
STA. 1550+80 TO
VI 1552+30 -LI- 0.06 AC. 0.06 AC.

VII STA. 1570+40 -LI- RT & LT
AND 1576+00 -LI-
0.11 AC.
0.0 AC.

TOTALS 3.21 AC. 1.10 AC.

SUBJECT: PROPERTY OWNERS
PROJECT: A-001OBB (6.869003T)
COUNTY: MADISON
OWNER
Irene Goforth
P. O. Box 130
Mars Hill, NC 28754
Evelyn Whitt English
Rt. 3, 210-B
Mars Hill, NC 28754
James Whitt
218 Madrid Drive
Universal City, Texas 78148
Robert Harvey & Evelyn Moss
1118 Hwy. 19-23
Mars Hill, NC 28754
Lane Jarvis & Wife
P. O. Box 609
Mars Hill, NC 28754
Charles Boone & Wife
1319 Cathey Road
Charlotte, NC 28214
Jesse C. & Margaret Moss
130 Pine Ridge Road
Mars Hill, NC 28754
LD & Zelda Ballard
Rt. 3, Box 84
Mars Hill, NC 28754
Clayton & Elizabeth Snyder
2110 Jamestown Road
Winston-Salem, NC 27106
Orla R. Payne
301 Stockton, Road
Weaverville, NC 28787
SITE STA.
I 36+40 to 50+55-L-
94 cc cc
cc cc cc
II 59+90-L-

cc 6 9+18 to 71+08-L-
cc 44
IV 75+20 to 83+55-L-
V 38+00-US 19-RT
VI 27+10 to 28+30-US 19-RT
VII 120+20-L-
SUBJECT: PROPERTY OWNERS
PROJECT: A-0010C (8.T842401)
COUNTY: MADISON
OWNER SITE
Orla Ramsey Payne
301 Stockton Road
Weaverville, NC 28787
Grace T. Woofter, Trustee
James Woofter
11068 Fargo Dr.
Sun City, Arizona 85351
J. Richard Hall
California Creek Road
Box 61
Mars Hill, NC 28754
S. Carmlel Briggs
Larry W. Bordeaux, Executor
1002 Norro Court
Roseville, Calif. 95661
Carroll Metcalf
P. O. Box 666
Mars Hill, NC 28754
Clara Cody
P. O. Box 681
Mars Hill, NC 28754
David Metcalf
P. O. Box 273
Mars Hill, N.C 28754
Howard Carver
P. O. Box 884
Mars Hill, NC 28754
John Sheehy
21 Jarvis Branch Road
Mars Hill, NC 28754
I
II
III
III & IV
IV
IV & V
V&VI
V
VI
STA.
See Summary
119+50-L-
139+86-L-
144+00-L-
145+00-L-
1152+50-L-
1155+00-L-
1157+00-L-
1165+00-L-
1159+00-L-
1165+00-L-
OWNER SITE STA.
James Carter VI 1170+00-L-
36 Jarvis Branch Road
Mars Hill, NC 28754
Glen Ray and VII 1190+00-L-
Bernice Carter
P. O. Box 1127
Mars Hil, NC 28754
E. B. Hall Estate VII 1190+00-L-
Richard Hall
Box 61
California Creek Road
Mars, Hill, NC 28754
Fred Kuyendall, Jr. VII 1190+00-L-
McDonnell - Douglas Inc. 1191+00-L-
Unit 66812
Box R 337
A. P. O., A. E. 09858
Harold Wallin VIII 1228+00-L-
152 Sprinkle Creek Road
Mars Hill, NC 28754
Charles Carter IX 1238+30-L-
190 Sprinkle Creek Road
Mars Hill, NC 28754
Howard Babbit X 1245+00-L-
216 Sprinkle Creek Road
Mars Hill, NC 28754
Robert Maxx Rice XI 1253+00-L-
264 Sprinkle Creek Road
Mars Hill, NC 28754
James Luther XI & XII 1258+00-L-
336 Sprinkle Creek Road 1274+00-L-
Mars Hill, NC 28754
OWNER SITE STA.
Kenneth Buckner )III 1316+00-L-
100 Sprinkle Creek Road
Mars Hill, NC 28754
Dale Flutys )III 1321+00-L-
401 Sprinkle Creek Road
Mars Hill, NC 28754
Bobby Simmerman XVI 1351+50-L-
P. O. Box 442
Mars Hill, NC 28754
Steven Neshem XVI & XV 1352+00-L-
P. O. Box 386 1365+00-L-
Mars Hill, NC 28754
Kelly Ledford XV 24+00-Y20-
Rt. 3
Mars Hill, NC 28754
Leonia Love XV 26+00-Y20-
Rt. 1, Box 341A
Jonesboro, TN 37659
coo Clarenence Cody XVI 1409+80-L-
Rt. 3, Box 236
Mars Hill, NC 28754
a t
SUBJECT: PROPERTY OWNERS
PROJECT: A-0010D (8.T842401)
COUNTY: MADISON
OWNER
Buddy Phillips
Mitchell Lumber Co.
P. O. Box 263
Spruce Pine 28777
Judy Ann Crowder
Rt. 2, Box 4
Mars Hill, NC 28754
Ethel Rice
Rt. 3,
Mars Hill, NC 28754
Malinda Rice Carter
Rt. 3, Box 169
Mars Hill, NC 28754
Harlon Gray Ramsey
P. O. Box 294
Cedar Mountain, NC 28718
C/o David Woodie
Jim E. Woodie Est.
Rt. 3, Box 260
Harrisonville, MO. 64701
Clifton Woodie
Rt. 3,
Mars Hill, NC 28754
Bill Croom
Rt. 1, Box 296
Beaufort, NC 28516
Kenneth Thomas
P. O. Box 402
Montverde, Fla 32756
SITE STA.
I 1478+00-L-
I 1485+00-L-
I 1490+00-L-
II 1492+00-L-
III 1510+00-L-
IV 1525+00-L-
IV 1523+00-L-
V 1535+00-L-
V 1536+00-L-
OWNER
Jerome Ware &
P. G. Knowles
1000 Circle 75
Parkway 875
Atlanta, GA 30309
Louise Tesnow
C/O Wanda Edwards
10 Long Branch Rd.
Marshall, NC 28753
Kenneth Metcalf
3026 Sheldon
Jackson
Ank., AK 99508
SITE
V
VII
VII
STA.
1539+00-L-
1551+0-L-
1570+00-L-
Albert Carver Hiers VII 1570+50-L-
C/O Vernon Carver
Rt. 3
Mars Hill, NC 28754

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
December 11, 1995
Regulatory Branch .
Army Corps of Engineers
Wilmington Field Office
P. O. Box 1890
Wilmington, North Carolina
RECEIVED
Dear Sir:
DIVISION OF HIGHWAYS
P.O. BOX 25201. RALEIGH. N.C. 27611-5201
28402-1890
q,5 j2-?3
GARLAND B. GARRETT J R.
SECRETARY
DEC 14 1995
ENVIRONMENTAL SCIENCES
SUBJECT: Madison County, I-26 (US 19-23) from north of NC 213 to the Tennessee
State Line, State Project No. 8.T842401, T.I.P. No. A-0010.
The North Carolina Department of Transportation (NCDOT) proposes to construct
I-26 from the existing interchange at U.S. 23 and N.C. 197 to the North Carolina/Tennessee
state line at Sam's Gap. This will involve both construction on new location and upgrading
sections of existing U. S. 19/23 to interstate standards.
The proposed construction has been under consideration since 1973 when it was
included in the Appalachian Development Highway Program Section of the 1973 Highway
Improvement Program. Construction of the proposed U.S. 23/1-26 project will. establish a
mayor new north-south route through the region, provide a safer, interstate-quality roadway
north from Asheville, and complete the interstate highway corridor link from Charleston,
South Carolina to Cincinnati, Ohio.
The NCDOT conduced a corridor study to select the most reasonable and feasible
alternative. The Final Environmental. Impact Statement of this corridor study was signed
March 10, 1994. The study identified 21 preliminary corridors. Based upon analyses and
comments provided by state and federal agencies and citizens, several corridors were
eliminated from consideration while new ones were developed. Twelve preliminary
corridors were selected for additional studies and comparison. Ultimately three corridors
were selected as reasonable and feasible build alternatives. The use of the existing alignment
was also considered.
After an extensive evaluation of the three reasonable and feasible alternative
corridors and a Public Hearing held on July 21, 1992, a preferred alternative was selected.
This corridor was selected based upon the maximum usage of existing roadway right-of-
way, fewest environmental impacts, second fewest residential and business relocations, and
lowest construction costs.
The preferred alternative utilizes as much of the existing U. S. 23 as possible. This
alternative also parallels the existing roadway more closely than the other alternatives. This
configuration minimizes environmental impacts. Habitat fragmentation has been further
mininuzed through close agency coordination and placement of wildlife crossings.
R-11
Coordination has continued throughout final design with both the U.S. Fish and Wildlife
Service and the N.C. Wildlife Resources Commission in an effort to provide feasible sites
for wildlife crossings.
The preferred alternative also has the lowest anticipated wetland impacts of the
three reasonable and feasible alternative corridors or the existing alignment corridor. The
wetlands impacted along this corridor are primarily associated with streams. The project
impacts a total of 7.79 acres of wetlands and relocates a total of 8,550 linear feet of
streams. An inter-agency field visit was made to the project in March of 1995. This field
review was attended by representatives of the U.S. Army Corps of Engineers, N.C.
Division of Environmental Management, N.C. Wildlife Resources Commission and the
NCDOT. The impacts presented below were discussed with the agencies present at the
field review.
The A-10 project from north of NC 213 to the North Carolina/Tennessee state line
is proposed to be constructed in three sections for funding reasons. This letter submits the
permit application for all of these sections. The first section, A-1 OBB, extends from north
of N. C. 213 to U. S. 19 northeast of Mars Hill. This work is located generally along the
alignment of existing US 19-23. This will require fill in wetlands at four locations, for a
total of 0.45 acres. An additional three sites require impacts to surface waters only. These
impacts are depicted on Sheets 2 through 12 and summarized on Sheet 13.
The second section, A-IOC, extends primarily on new location from northeast of
Mars Hill to SR 1318 at Laurel Creek. This section will impact wetlands at ten locations
and surface waters at six. This will result in 4.13 acres of wetland impacts and 1.81 acres
of surface water impacts. These impacts are depicted on Sheets 14 through 49, and
summarized on Sheet 50.
The third section, A-IOD, extends from SR 1318 to the Tennessee State Line. This
section will impact a total of 3.21 acres of wetlands and 1.10 acres of surface waters. The
seven impact sites are depicted on Sheets 51 through 69, and summarized on Sheet 70.
The impacted wetlands are of several types. Only eight of the 20 impact sites
occur in undisturbed forested wetlands, with a total impact of 0.98 acres. Typically, these
sites occur where groundwater seeps into small unnamed tributaries, and are dominated by
trees, saplings, shrubs and herbaceous vegetation. The plant community at these sites
includes such species as: buckeye (Aesculus octandra) ironwood (CaMinus caroliniana)
red maple (Acer rubrum), birch (Betula sp.) laurel (Rhododendron sp.), spicebush
(Lindera benzoin), toothwort (Cardamine sp.), turtleheads (Chelone sp.), water parsnip
(Sium suave) and water hemlock (Cicuta sp.), soft rush (Juncus gffusus), touch-me-not
(Impatiens alp Lida), sour-grass (Rumex sp.), and hydrangea (Hydrangea arborescens).
The remaining wetlands on the project are dominated by herbaceous vegetation
and young shrubs, and tree seedlings. For the most part, these wetlands have been
disturbed by logging, agriculture, or residential development. The development of the
vegetative community is affected by the frequency of these disturbances. Most of these
wetlands are fed by groundwater seepage, and discharge into small tributaries.
Ten sites, totaling 2.92 acres of impact, experience ongoing disturbance by
mowing or grazing. The frequency of this disturbance determines the dominance of
shrubs versus herbaceous species. These areas are dominated by species such as buckeye
(Aesculus octandra), elderberry (Sambucus canadensis), rasberry vine (Rubus
occidentalis), Virgin's Bower (Clematis vir_in? iana), annual blue grass (Poa annua), soft
needle-rush (Juncus effusus), sedges (Carex sp.), tall fescue (Festuca sp.), touch-me-not
(Impatiens pallid s), tear thumb (Poly_onum sa ittatum), blackberry (Rubus sp.),
goldenrod (Solidaeo sp.), tag alder (Alnus serrulata), and members of the family
Asteraceae.
Six wetland areas have been affected by recent logging, with a total impact of 1.87
acres. These sites occur where groundwater seeps into small unnamed tributaries.
Because of the recent removal of the canopy, these sites are dominated by shrubs and
herbaceous species such as: soft needle-rush (Juncus effusus), sedges (Carex sp.),
bittercress (Cardamine sp.), violet (Viola sp.), elderberry (Sambucus canadensis),
goldenrod (Solidaeo sp.), Jack-in-the-pulpit (Arisama triphh, l u ), stinging nettle (Urtica
dioica), goldenrod (Solidaeo sp.), spicebush (Lindera benzoin) and laurel (Rhododendron
sp.) touch-me-not (Impatiens alp lids), and toothwort (Dentaria sp.).
Two sites occur in fields recently used to grow crops, containing a total of 1.79
acres of impact. Both sites have been fallow for some time, and are beginning to undergo
old field succession. They are dominated by shrubs and herbaceous vegetation such as:
red maple (Acer rubrum), willow (Salix sp.), soft rush (Juncus effusus), sour-grass
(Rumex sp.), hydrangea (Hydrangea arborescens), and members of the family Asteraceae.
The remaining three sites are also dominated by herbaceous vegetation, involving a
total of 0.23 acres of impact. They consist of small seepage and alluvial areas dominated
by soft needle rush (Juncus effusus), sedges (Carex sp.), touch-me-not (Impatiens 011p lida),
fescue (Festuca sp.), Bluegrass (Poa sp.), raspberry (Rubus sp.), birch (Betula m?ra),
elderberry (Sambucus canadensis), goldenrod (Solidaeo sp.), and tag alder (Alnus
serrulata).
As mentioned earlier, the project will relocate a total of 8,550 linear feet of streams.
Approximately 400 linear feet of Bear Branch, a trout stream, will be relocated into a new
channel. An additional 6,650 linear feet of trout stream will be relocated into pipes or
culverts. It should be noted that 5,000 linear feet of this 6,550 feet of impact involves Wt
streams that have already been degraded by adjacent logging activities. This leaves 1,650
linear feet of undisturbed trout streams to be relocated into pipes and culverts.
The remaining 1,500 linear feet of stream impact occurs along Higgins Branch and
Jarvis Branch, which are not trout streams. These stream sections will be relocated into box
culverts.
The NCDOT is committed to mitigating the wetland and stream impacts of this
project. The NCDOT is studying the possibility of creating wetlands along the project
alignment. This study is being provided in accordance with mitigation "step-down"
procedures which stress on-site, in-kind replacement of impacted wetlands. At this time, it
is not certain how much wetlands creation can take place.
4
The NCDOT has already begun the development of a mitigation area off-site in the
event that insufficient acreage can be provided along the project. The Tulula Creek
Mitigation Site in Graham County has been discussed extensively with the U. S. Army Corps
of Engineers and other agencies. An extensive amount of background data has been
collected on this site. Currently, the hydrologic analysis of the site is being completed. It is
expected that a draft mitigation plan for the site will be available by March of 1996.
The Corps of Engineers notified the NCDOT by letter dated August 25, 1995 that
mitigation would also be required for stream impacts. The NCDOT is coordinating with the
N.C. Wildlife Resources Commission in the development of a mitigation proposal to offset
these impacts. This concept has been discussed at interagency permit review meetings.
The Corps of Engineers confirmed in their letter of August 25, 1995 that an
Individual 404 Permit would be appropriate for this project. Consequently, the NCDOT
has compiled a comprehensive permit application for all sections of the project, and is
developing a comprehensive mitigation plan. Please initiate the review of this project for
authorization under an Individual Permit.
If you need any additional information, please contact myself or Mr. Gordon Cashin
at [phone].
Sincere ,
H. Franklin Vick, PE, Manager
Planning and Environmental Branch
HFV/plr
cc: Mr. Bob Johnson, COE, Asheville
Mr. John Dorney, NCEHNR, DEM
Mr. David Cox, NCWRC
Ms. Stephanie Goudreau, NCWRC, Marion
Mr. N. L. Graf, FHWA, attn: Mr. Roy Shelton
Mr. Kelly Barger, PE, Program Development Branch
Mr. Don Morton, PE, State Highway Engineer - Design
Mr. A. L. Hankins, PE, Hydraulics Unit
Mr. Tom Shearin, PE, State Roadway Design Engineer
Mr. W. D. Smart, PE, Division 13 Engineer
AFPUCA T ION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
(33 CFR 325) Expires 30 September 1992
iblic reporting burden for this collection of information is estimated to average 5 tours per response for the majority of cases, including the time for reviewing instructions,
arcding existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Applications for larger or more complex
Djects, or those in ecologically sensitive areas, could We up to 500 hours. Send comments regarding this burden estimate or any other aspect of this collection of information,
eluding suggestions for reducing this burden. to Department of Defense, Washington Headquarters Service. Directorate for Information Operations and Projects, 1215 Jefferson
a<vis Highway. Suite 1204. Arlington. VA 22202-4302: and to the Office of Management and Budget. Paperwork Reduction Project (0710-0003). Washington. DC 20503. Please
D NOT RETURN your completed form to either of these addresses. Completed application must be submitted to the District Engineer having jurisdiction over tie
cation of the proposed activity.
» Department of the Army permit program is aut odnd by Sedan 10 of the Rivers and Harbors Act of 11399, Sermon 404 of the Clean Water Ace and Section 103 of the Marine,
roeation, Research and Sanctuaries Act. These laws require permits autaftng activities in or affecting navigable waters of the United States, to discharge of dredged or fit
atedal Into waters of the United States, and the transportation of dredged material for the purpose of dumping it into ocean waters. Information provided on this forth will be used
evaluating the application for a permit Information in this application is made a mater of public record through issuance of a public notice. Disclosure of the information
quested is voluntary. however, the data requested are necessary in order to communicate with to appliam and to evaluate the permit application. It necessary inormation is
x Provided, the permit application cannot be processed nor can a permit be Issued.
to set of original drawings or good reproducible copies which show to location and character of to proposed activity must be attached to this application (sae ample drawings
W instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned.
APPLICATION NUMBER (To be assigned by Corps) 3. NAME. ADDRESS. AND TITLE OF AUTHORIZED AGENT
H. Franklin Vick, PE, Manager
Planning and Environmental Branch
Telephone no. during business hogs
NAME AND ADDRESS OF APPLICANT
AIC ( ) (Residence)
North Carolina Department of Transportation A,c(gig) M-1141 (Offica)
Division of Highways
P.O. Box 25201 Raleigh, NC 27611 Statement of Authoftation:I hereby designate and authorize
m set in my
Telepthore no. during business hays behalf as my agent in to processing of this permit application and to furnish,
upon request. supplemental information in support of the application.
A/C ( ) (Residence) SIGNATURE OF APPLICANT DATE
AIC ( ) (tea)
DETAILED DESCRIPTION OF PROPOSED ACTIVITY
L ACTNfTY
Construction of I-26 from the existing interchange at US 23.and NC 197 to the North Carolina
Tennessee State Line.
b. PURPOSE
Public highway.
w- DISCHARGE OF DREDGED OR FILL MATERIAL
Project will fill a total of 7.79 acres of wetlands. Project will relocate a total of
8,550 linear feet of streams.
*a FORM 4345, Sep 91 EDITION OF JAN 91 is OBSOLETE (Pmpo,et: CFCW-0R)
5. NAMES AND ADDRESSES OF ADJOINING PROPERTY OWNERS, LESSEES, ETC.. WHOSS PROPERTY ALSO ADJOINS THE WATERWAY
6. WATERBODY AND LOCATION ON WATERBODY WHERE ACTIVITY DOSES OR IS PROPOSED
Project is in the French Broad River Basin. Project impacts numerous streams and their
tributaries including: California Creek, Bear Branch, Higgins Branch, Jarvis Branch.
7.- LOCATION ON LAND WHERE ACiN" EXISTS OR IS PROPOSED
ADDRESS-
STREET, ROAD, ROUTE OR OTHER DESCRIPTIVE LOCATION
Madison County
COUNTY STATE ZIP CODE
Madison County
LOCAL GOVERNING BODY WITH JURISDICTION OVERSITE
8. Is any portion of the activity for which authorization is sought now complete? ? YES )* NO
If answer is 'yes' give reasons, month and year the activity was completed. Indicate the axiom work on the drawings
9. List all approvals or certifications and denials received from other federal, interstate, state or local agencies for any structures, construction, discharges or other
activities described in this application.
ISSUING AGENCY TYPE APPROVAL IDENTIFICATION NO. DATE OF APPLICATION DATE OF APPROVAL DATE OF DENIAL
10. Application is hereby made for a permit or patmits to authorize the activities described herein. I certify that 1 am familiar with the information contained in the
application, and that to the best of my knowledge and Belief such information is true, compete, and acauate. 1 further certify that I possess the authority to
undertake the proposed activities or 1 srn acting as the duty authorized agent of the OPPICe L
/2. ? ?S
NATURE OF APPLICANT SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if We statement in block 3 has been filled out and signed.
18 U.S.C. Section 1001 provides that Whoever, in any manner witNn the jurisdiction of any department or agency of The United States
knowingly and willfully falsifies, conceals, or covers up by any trick, scttente, or device a material fact or makes any false, fictitious or fraudulent
statements or representations or makes or uses any false writing or document knowing same to contain any false fictitious or
fraudulent statement or entry, shall be tared not more than $10,000 or imprisoned not more titan fore years, or both.
(Reverse of ENO FORA! 4315) 'U.S. Government PNnung OBice: 1991 - 526235/40301
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FILL IN FILL IN
SITE WETLANDS SURFACE WATER
STATION (AC.) (AC.)
STA.119+25 TO
122+00 -L- 0.12 AC. 0.04 AC.
STA. 138+95 TO
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STA. 1265+50 TO SITE IA 0.29 AC.
III 1276+40 -L- SITE IB 0.32 AC. 0.23 AC
STA. 1315+20 TO
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XIV STA. 1350+00 -L- RT 0.07 AC. N/A
STA. 1392+00 TO
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XVI STA. 1407+40 -L-
TOTAL
FILL IN WETLANDS FILL IN SURFACE
AC. WATER AC.
0.06 AC.
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MADISON COUNTY
4 f3AC. 1.81 AC.
PROJECT: 8.T842401 (A10C)
I-26 FROM US 19
TO LAUREL CREEK RD.
SHEET,50 OF 70

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SUMMARY SHEET

s
FILL IN FILL IN
SITE STATION WETLANDS (AC.) SURFACE WATER
SITE IA 0.1 AC.
SITE IB 0.04 AC.
STA. 1476+00 TO SITE IC 0.I4 AC.
1497+00 -LI- RT & LT SITE ID 0.053 AC. 0.7 AC.
SITE IE 0.032 AC.
SITE IG 0.052 AC.
SITE IF 0.51 AC.
SITE IH 0.81 AC.
SITE IK 0.15 AC.
SITE IJ 0.22 AC.
SUB TOTAL SITE 1 2.10 AC. 0.7 AC.
STA.1489+80 TO
II 1493+40 -LI- RT 0.15 AC. 0.0 AC.
III STA. 1509+00 TO
1511+00 -LI- LT & RT 0.31 AC. 0.06 AC.

IV STA.1522+00 -LI- RT
AND 1527+00 -LI- LT
0.07 AC.
0.19 AC.
V STA. 1532+00 TO
1540+00 -LI-
0.40 AC.
0.09 AC.

VI STA. 1550+80 TO
1552+30 -LI-
0.06 AC.
0.06 AC.

VII STA. 1570+40 -LI- RT & LT
AND 1576+00 -LI-
0.11 AC.
0.0 AC.

TOTALS 3.21 AC. 1.10 AC.
N. C. DEPARTMENT IJIF TRANSPORTATION
J
- DATE. -
TRANSMITTAL SLIP
4aj w?'
REF. NO. OR ROO , BLDG.
FROM: REF. NO. OR ROOM, BLDG.
ACTION
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? TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT
COMMENTS: --
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STATE OF NORTH CAROLINA ,,,NTqL so/ft'
DEPARTMENT OF TRANSPORTATION ?ti
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARR.ETr JR.
GOVERNOR P.O. BOX 25201, RALEIGH. N.C. 27611-5201 SECRETARY
February 20, 1996
Cliff Winefordner
Regulatory Branch
Army Corps of Engineers
Wilmington Field Office
P. O. Box 1890
Wilmington, North Carolina 28402-1890
Dear Mr. Winefordner:
SUBJECT: Madison County, I-26 (US 19-23) from north of NC 213 to the Tennessee
State Line, State Project No. 83842401, T.I.P. No. A-0010.
As you are aware, the North Carolina Department of Transportation (NCDOT)
proposes to construct I-26 from the existing interchange at U.S. 23 and N.C. 197 to the
North Carolina/Tennessee state line at Sam's Gap. The NCDOT applied for Section 404
authorization for this project on December 11, 1995. On January 29, 1996, the Asheville
Regulatory Field Office notified the NCDOT that this application would be retired due to
anticipated revisions to the roadway plans.
This situation was discussed on February 16, 1996 by Mr. Robert Johnson of the
Asheville Regulatory Field Office and NCDOT representatives. Although several areas of
the project are being modified, the majority of the project is described accurately in the
application. Consequently, the NCDOT requests that the processing of the application
continue. Drawings for any project revisions will be submitted as soon a$ they are available,
which may necessitate a permit modification. As has been discussed on several occasions,
this must be anticipated when the NCDOT applies for a permit for a major highway project
and final design has not been completed on some sections of the project.
The NCDOT is also continuing to develop the mitigation plans for the project. A
small area of wetland creation is included in the project plans. The remainder of the
wetland impacts will be mitigated at the Tulula Creep wetlands restoration site in Graham
County. A Draft Mitigation Plan for this site is in the final stages of development, and is
expected to be circulated for agency review by April 1, 1996. The NCDOT is working with
the North Carolina Wildlife Resources Commission (W1 C) to develop an agreement by
which the WRC will plan and implement efforts to mitig to project stream impacts through
stream restoration.. f5 JG??
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2
If you need any additional information, please contact myself or Mr. Gordon Cashin
at [phone].
Sincerel
H. Franklin Vick, PE, Manager
Planning and Environmental Branch
HFV/plr
cc: Mr. Bob Johnson, COE, Asheville
Mr. John Dorney, NCEHNR, DEM
Mr. David Cox, NCWRC
Ms. Stephanie Goudreau, NCWRC, Marion
Mr. N. L. Graf, FHWA, Attn.: Mr. Roy Shelton
Mr. Kelly Barger, PE, Program Development Branch
Mr. Don Morton, PE, State Highway Engineer- Design
Mr. A. L. Hankins, PE, Hydraulics Unit
Mr. Tom Shearin, PE, State Roadway Design Engineer
Mr. W. D. Smart, PE, Division 13 Engineer
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
PO. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Branch
January 29, 1996
Action ID 199505735 (TIP No. A-0010)
Mr. H. Franklin Vick
Planning and Environmental Branch
North Carolina Department of Transportation
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. Vick:
L

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VON___?
This is to confirm our discussion at the interagency permit coordination
meeting on January 18, 1996 regarding your application of December 11, 1995
for a Department of the Army (DA) permit to construct Interstate Highway 26
from north of NC Highway 197 to the Tennessee state line at Sams Gap near
Mars Hill, Madison County, North Carolina.
It is our understanding that you are in the process of revising the
project plans to flatten the fill slope in places along the project alignment
thereby widening the footprint of the roadway. Additional waters and wetlands
would be affected as a result. It is also our understanding that these plan
revisions may not be available to us for a month or more. Accordingly, we are
retiring your present DA permit application. This application will be
reactivated upon receipt of the revised project plans. To complete this
application we also request that you submit the following: 1) add creek names
to all plan view drawings, 2) cross-sectional drawings of the proposed channel
relocations and 3) the names and addresses of adjacent riparian property
owners. In order to ensure expeditious processing of this permit request, we
strongly recommend that you also provide compensatory mitigation plans for
impacts to stream channels and wetlands at this time. In our letter to you of
August 25, 1995, we outlined our recommendations regarding mitigation for this
project.
If you have any questions, please contact Mr. Steven Lund, at telephone
[phone].
Sincerely,
At-? (A),
1:::Of,_ Robert W. Johnson RIECEIVED
Office Manager
Asheville Regulatory Field Office FEB 0 5 19961
ENVIRONMENTAL SCIENCE:
PR,AN ,H
-2-
Copy Furnished:
Ms. Stephanie Briggs
Planning and Environmental Branch
North Carolina Department of Transportation
Post Office Box 25201
Raleigh, North Carolina 27611
r. John Dorney
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR Weaverville, North Carolina SECRETARY
May 15, 1997 `
State Project: 8.T860703 (A-10C)
F. A. Project: STPNHF-13-1(32)
County: Madison
"US 23 From US 19 to SR 1318 (Laurel Creek Road) Near Mars Hill."
Mr. Steve Lund - Regulatory Project Manager
United States Army Corps of Engineers
151 Patton Avenue
Federal Building - Room #143
Asheville, NC 28801-2625
SUBJECT: Water Sample Results for May 29, 1996 thru April 25, 1997
Dear Mr. Lund:
Attached please find in-house water sample results for the sites being monitored on the
above project for the period May 29, 1996 thru April 25, 1997. If you need additional
information, please advise. By copy of this letter, I am making distribution of the sample
results to those individuals listed below.
Sincere y,
#SV. tHtt
Resident Engineer
S VH: ime
cc: L. A. Sanderson, P.E.
W. D. Smart, P.E.
J. R. Wilson, P.E.
Stephanie Goudreau - NCWRC
Mark Cantrell - USFWS
John Dorney - DEHNR Water Quality
David Snyder - FHWA
Cliff McNeill - Roadside Environmental
Charles Bruton, Ph. D. - P & E
Phillip Todd - P & E
Pam Boaze - Fish & Wildlife Associates, Inc.
Bill Moore, III - Geotechnical Unit
Mike Parker - DEHNR-Water Quality
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N e yam
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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
May 9, 1997
MEMORANDUM TO: Stan Hyatt
Resident Engineer, Weaverville
FROM: Randy K. Wise, P.E.
Soil & Water Engineering Supervisor
SUBJECT: Water Quality Monitoring Results, A-10, Madison Co.
Enclosed please find the stream water quality monitoring results for your distribution.
As you can see in the summary, I have made several generalizations from the data.
If you need further explanation of this data, or have ideas for future reports please let
me know.
RKW/BM:vs
cc: Mr. Cliff McNeill
Mr. Ed Ingle
Mr. Phillip Todd
` Mllrs 1997
aK 13
4
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Stream Water Quality Monitoring Results May 9,1997
I. Introduction
Single stage water samplers were installed along the project corridor. These include 10
sites for A-10 C and 9 sites for A-10 D. Samples were collected every 2 weeks or as
rainfall events required. Single stage samplers, collect a sample of the stream flow during
a rainfall event. Also at time of collection, a base-flow sample of the stream is taken.
These samples are analyzed for total suspended solids (TSS), turbidity, and pH levels. By
obtaining samples prior to construction a base-line study is gathered. This data can then
be compared to the samples taken during construction to determine what impact the
construction is having on water quality within the project corridor. Sampling began in
May 1996.
Project construction began in November, 1996 with clearing and grubbing operations
with the waste sites and on the northern end of the project. Due to construction limits,
some sample sites may need to be relocated slightly as the project progresses. These
relocations will be noted and will still be representative of the original stream they were
sampling.
II. Location of Single Stage Samplers
See attached map for approximate locations.
III. Results
See attached tables and charts for laboratory results on Total Suspended Solids, Turbidity,
pH, and Rainfall.
Please note that due to an error in computer calculation the charts for Turbidity were
inaccurate last month. The charts in this report have been corrected and reflect actual
recorded results.
IV. Summary
Since the last report construction has progressed toward the southern end of the project,
as well as north from the waste pit area. The high levels indicated at station 9 seem to be
stabilizing and are much improved since the modification of the basin. Other areas seem
to be giving high levels include station 5 and 6, which may indicate clearing of these
areas prior to installation of the erosion control devices. We expect the sequential
samples from this area to be much improved due to the erosion control measures
installed. Samples from the areas associated with the southern most part of the A-10 D
project indicated high levels of suspended solids between February 26, and March 11.
This was most likely due to private construction off of our project site noted by NCDOT
project personnel.
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19-Jul-96 0 0.1 05-Sep-96 0.3 0
20-Jul-96 0 0 06-Sep-96 0.1 0.1
21-Jul-96 0.1 0.1 07-Sep-96 0 0.6
22-Jul-96 0 0 08-Sep-96 0 0
23-Jul-96 0 0 09-Sep-96 0 0
24-Jul-96 0 0 10-Sep-96 0.1 0
25-Jul-96 0.2 0.2 11-Sep-96 0 0
26-Jul-96 0.2 0 12-Sep-96 0.1 0.1
27-Jul-96 0 0.1 13-Sep-96 0 0
28-Jul-96 0.1 0.2 14-Sep-96 0 0
29-Jul-96 0 0 15-Sep-96 0.2 0.2
30-Jul-96 0.5 0.6 16-Sep-96 0.6 0.6
31-Jul-96 1.1 1.1 17-Sep-96 0 0
01-Aug-96 0.5 0.2 18-Sep-96 0 0
02-Aug-96 0 0.1 19-Sep-96 0 0
03-Aug-96 0 0 20-Sep-96 0.1 0
04-Aug-96 0 0.1 21-Sep-96 0 0.2
05-Aug-96 0.6 0.9 22-Sep-96 0 0
06-Aug-96 0.2 0.1 23-Sep-96 0 0.1
07-Aug-96 0 0.1 24-Sep-96 0 0
08-Aug-96 0.5 0.4 25-Sep-96 0.1 0
09-Aug-96 0.1 0 26-Sep-96 0 0
10-Aug-96 0.3 0.1 27-Sep-96 0.3 0.3
11 -Aug-96 0.2 0.2 28-Sep-96 2.1 2.2
12-Aug-96 0.8 0.6 29-Sep-96 0 0
13-Aug-96 0 0 30-Sep-96 0.1 0
14-Aug-96 0 0.1 01-Oct-96 0 0.1
15-Aug-96 0.1 0 02-Oct-96 0.3 0.3
Page 1
rainfall
A-10 C A-10 D A-10 C A-10 D A-10 C A-10 D
03-Oct-96 0 0 20-Nov-96 0.1 0 07-Jan-97 0 0
04-Oct-96 0 0 21-Nov-96 0.5 1.9 08-Jan-97 0.1 0.1
05-Oct-96 0 0 22-Nov-96 0 0 09-Jan-97 0.7 0.4
06-Oct-96 0 0.1 23-Nov-96 0.1 0.1 10-Jan-97 0 0.1
07-Oct-96 0 0 24-Nov-96 0 0.1 11-Jan-97 0 0
08-Oct-96 0.2 0.1 25-Nov-96 0.1 2 12-Jan-97 0 0
09-Oct-96 0 0 26-Nov-96 0 0 13-Jan-97 0 0
10-Oct-96 0 0 27-Nov-96 0 0 14-Jan-97 0 0.3
11-Oct-96 0 0 28-Nov-96 0 0.1 15-Jan-97 0.6 0.2
12-Oct-96 0 0 29-Nov-96 0.1 0.1 16-Jan-97 0.2 0.1
13-Oct-96 0.1 0.1 30-Nov-96 0.9 4.2 17-Jan-97 0 0
14-Oct-96 0.1 0.1 01-Dec-96 0.5 0.9 18-Jan-97 0.1 0
15-Oct-96 0.1 0 02-Dec-96 0 0 19-Jan-97 0 0.6
16-Oct-96 0 0 03-Dec-96 0.1 0 20-Jan-97 0.2 1.8
17-Oct-96 0 0 04-Dec-96 0 0 21-Jan-97 0 0.2
18-Oct-96 0.1 0.2 05-Dec-96 0.1 0.1 22-Jan-97 0.1 0
19-Oct-96 0 0 06-Dec-96 0 0.1 23-Jan-97 0.1 0
20-Oct-96 0 0.1 07-Dec-96 0.2 0.1 24-Jan-97 0.2 0.3
21-Oct-96 0.1 0 08-Dec-96 0 0 25-Jan-97 0 0
22-Oct-96 0.1 0 09-Dec-96 0 0 26-Jan-97 0.1 0.1
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24-Oct-96 0 0 11-Dec-96 0 0 28-Jan-97 0.3 0.6
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26-Oct-96 0.3 0.5 13-Dec-96 0 0 30-Jan-97 0 0.1
27-Oct-96 0.1 0.1 14-Dec-96 0 0 31-Jan-97 0 0
28-Oct-96 0.5 0.8 15-Dec-96 0 0 01-Feb-97 0 0.1
29-Oct-96 0.1 0 16-Dec-96 0 0 02-Feb-97 0 0
30-Oct-96 0 0.1 17-Dec-96 0 0.6 03-Feb-97 0.2 0.3
31-Oct-96 0 0 18-Dec-96 0 0 04-Feb-97 0.1 0.4
01-Nov-96 0.2 0.3 19-Dec-96 0 0 05-Feb-97 0.1 0
02-Nov-96 0 0 20-Dec-96 0 0 06-Feb-97 0 0
03-Nov-96 0 0 21-Dec-96 0 0.1 07-Feb-97 0.1 0.2
04-Nov-96 0 0. 22-Dec-96 0.1 0.1 08-Feb-97 0 0
05-Nov-96 0.3 0 23-Dec-96 0.1 0 09-Feb-97 0 0
06-Nov-96 0 0.1 24-Dec-96 0.2 2.2 10-Feb-97 0.2 0.1
07-Nov-96 0.5 0.6 25-Dec-96 0 0 11-Feb-97 0 0
08-Nov-96 1.7 3.4 26-Dec-96 0.1 0.8 12-Feb-97 0.1 0.2
09-Nov-96 0.1 0 27-Dec-96 0.1 0 13-Feb-97 0.2 0
10-Nov-96 0 0.1 28-Dec-96 0 0.1 14-Feb-97 0.5 0.4
11-Nov-96 0 0 29-Dec-96 0.4 1.1 15-Feb-97 0 0
12-Nov-96 0 0.3 30-Dec-96 0.1 0.9 16-Feb-97 0.1 0.1
13-Nov-96 0.1 0.2 31-Dec-96 0.2 2.4 17-Feb-97 0 0.1
14-Nov-96 0.1 1.1 01-Jan-97 0.1 0.2 18-Feb-97 0 0
15-Nov-96 0 0 02-Jan-97 0 0.3 19-Feb-97 0 0.1
16-Nov-96 0 0 03-Jan-97 0 0.1 20-Feb-97 0 0
17-Nov-96 0.1 0.1 04-Jan-97 0 0 21-Feb-97 0.7 0.7
18-Nov-96 0.6 3 05-Jan-97 0.5 0.6 22-Feb-97 0 0
19-Nov-96 0 0 06-Jan-97 0 0 23-Feb-97 0 0
Page 2
rainfall
A-10 C A-10 D
24-Feb-97 0 0
25-Feb-97 0 0.1
26-Feb-97 0.1 0.2
27-Feb-97 0.7 0.8
28-Feb-97 1.4 1.7
01-Mar-97 0 0.3
02-Mar-97 0.4 0.3
03-Mar-97 1 0
04-Mar-97 0 0
05-Mar-97 0.5 0.8
06-Mar-97 0 0
07-Mar-97 0 0
09-Mar-97 0.3 0.2
10-Mar-97 0.1 0.4
11-Mar-97 0 0
12-Mar-97 0 0
13-Mar-97 0.2 0.5
15-Mar-97 0 0
16-Mar-97 0 0.1
17-Mar-97 0.1 0.1
18-Mar-97 0.6 0.6
19-Mar-97 1 1.3
20-Mar-97 0.1 0
21-Mar-97 0.2 0.1
22-Mar-97 0 0
23-Mar-97 0 0.1
24-Mar-97 0.1 0
25-Mar-97 0 0.1
26-Mar-97 0.4 1
27-Mar-97 0.1 0
28-Mar-97 0.8 0.8
29-Mar-97 0.1 0.1
30-Mar-97 0.1 0.2
31-Mar-97 0 0
01-Apr-97 0 0
02-Apr-97 0 0.1
03-Apr-97 0 0
04-Apr-97 0.1 0
05-Apr-97 0 0
06-Apr-97 0.7 0.5
07-Apr-97 0 0.1
08-Apr-97 0 0
09-Apr-97 0 0
10-Apr-97 0 0
11-Apr-97 0.1 0
12-Apr-97 0.2 0.4
A-10 C A-10 D
13-Apr-97 0 0
14-Apr-97 0 0
15-Apr-97 0 0
16-Apr-97 0.1 0
17-Apr-97 0 0
18-Apr-97 0 0.1
19-Apr-97 0.1 0.1
20-Apr-97 0 0
21-Apr-97 0.6 0.9
22-Apr-97 0.5 0.5
23-Apr-97 1.1 1
24-Apr-97 0 0
25-Apr-97 0 0
26-Apr-97 0 0.2
27-Apr-97 0.2 0.1
28-Apr-97 0.9 0.5
29-Apr-97 0.1 0.3
30-Apr-97 0 0
01-May-97 0
Page 3
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JAMES B. HUNT JR.
GOVERNOR
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. 60X25201. RALEIGH, N.C. 27611-5201 GARLAND B. GARRETT JR.
SECRETARY
April 08, 1997
Mr. Michael R. Parker
DEHNR - Division of Water Quality
Interchange Building
59 Woodfin Place
Asheville, North Carolina 28801
REF: STREAM SAMPLING ON NCDOT PROJECT
A-IOC - MADISON COUNTY
Dear Mr. Parker:
Dr. Charles Bruton asked me to respond to your letter of March 25, 1997, with
respect of stream sampling for pH and metals. The resident geologist on the project,
Mr. W. D. Frye, has responded to your comments. His response.is attached as well as
our testing plan for the project.
If you have further questions, please call me at [phone].
Yours truly,
W. L. M r , II
State Engineering Geologist
WLM:wpl
Attachments
cc: Dr. Charles Bruton
Mr. Bob Johnson, COE
Mr. John Dorney, DEHRN
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Ank

STATE OF NORTH CAROLINA
DEPARTMENT OF 1PtANSPORTATION
JAMEs B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECRETARY
November 26, 1996
State Project: 8.T842401 A10-D ? C
Federal Project: APD-13-1(29)
County: Madison
Description: I-26 from SR 1318 at Big Laurel Cr. to the Tennessee state line at Sams Gap.
Subject: Testing and contingency plans for dealing with pyritic rock and acidic water.
The following is a summary of the water and rock sampling programs that the Geotechnical Unit
of the NCDOT will undertake during construction of the A10 project. The purpose of these
programs is to identifyand control any contamination problems that may arise during and after
construction of the project.
Pre-construction:
Rock Sampling To assess the amount of potential acid-producing rock present on the project, an
ongoing rock sampling program is being carried out.
(1) Outcrops over the extent of the A10-D project were examined from May to August of
1992. Any visible pyrite was noted.
(2) Extensive drilling has been conducted on the A10 project from 1992 to 1996. This core has
been sampled extensively and tested using the Acid Base Accounting method to determine
the Acid Potential (AP), Neutralization Potential (NP), and Net Neutralization Potential
(NNP = NP - AP). The Department of Geology at the University of Tennessee - Knoxville
has tested all of these samples during the pre-construction phase. Some core samples have
been selected at random and samples with visible pyrite have been selected. Additional
sampling and testing has been performed in areas where low NNP values were encountered.
To date, 375 core samples have been sampled on the entire A-10 project from
approximately 10,000 feet of core. 188 of these are form the A10-D project.
(3) Dr. Don Byerly from the University of Tennessee at Knoxville has been hired as a
consultant to advise on or deal with problems and decisions concerning potential acid
producing rock. Dr. Don Byerly is a recognized expert and author of the FHWA
"Guidelines for Handling Excavated Acid Producing Materials". He is reviewing all
phases of NCDOT's handling of the potential acid producing rock on this project and has
had input into the design of the disposal areas.
(4) Core sampling and testing will continue as the need arises. More specifically, more testing
will be done to estimate the size of the areas encountered with NNP values of (-5) or lower.
Water Sampling To assess the effect of acid drainage on the water quality, a water sampling
program is being carried out.
(1) Locations of springs and flowing streams have been noted along the A10-1) projects.
(2) In July of 1996, water sampling along the A10-1) project was initiated at nine locations. In
November of 1996, three sampling locations were added on Al OD to cover the two waste
areas. Each of the sampling locations are being sampled on a monthly basis, and samples
are being submitted to a certified contract laboratory. Also during construction, horizontal
drains will be tested for pH by the Geotechnical Unit personnel, as described in 3 (A)
below, on a monthly basis. Additional sample locations may be added at a later date as the
project develops.
(3) Testing
A. Onsite Testing
1. pH and temperature are tested for using a portable pH meter and following ASTM
D-1293. The pH results are logged and compared to the pH results from the
contract laboratory (see 3(B) below).
2. Conductivity will also be tested in the field beginning in November of 1996 on a
monthly basis using a portable conductivity meter.
B. Laboratory Testing
1.
One sample is tested by a certified contract laboratory for pH, Acidity, Alkalinity, and
Conductivity. Each of these samples is tested for the properties listed below using
standard laboratory testing procedures.

pH ASTM D-1293 or equivalent
Acidity ASTM D-1067
Alkalinity ASTM D-1067 "
Conductivity ASTM D-1125 "
2. A third sample, containing a nitric acid spike, is tested by a certified contract
laboratory for Sulfate, Iron, Manganese, and Aluminum or other specified metals.
Each of the spiked samples are tested in the laboratory for the metal species listed
2
below using standard laboratory testing procedures. Note: The spike of nitric acid
is intended to prevent any metal ion species in solution from precipitating.
Sulfate (SO,) ASTM D- 516 or equivalent
Iron (Fe) ASTM D-1068 "
Manganese (Mn) ASTM D- 858 It
Aluminum (Al) ASTM D- 857 It
3. Given the results of previous samples, selected spiked water samples maybe tested
for the additional metal species listed below.
Copper (Cu) ASTM D-1688 or equivalent
Cadmium (Cd) ASTM D-3557 "
Chromium (Cr) ASTM D-1687 "
Zinc (Zn) ASTM D-1691 "
4. All laboratory tests should be such that precision limits for the various tests are as follows:
Acidity tests: 0.1 pH
1.0 epm
1.0 % micromoh/cm
Mineral species: 0.1 %
Metal species: ppb or µg/1
(4) "Standard Methods for the Examination of Water and Waste Water"(17th edition, 1989,
American Public Health Association, American Water Works Association, and Water
Pollution Control Federation) is used as a standard for sampling procedures. Sampling
equipment and procedures will be such that cross contamination between sampling
locations is prevented.
(5) Based on the results of the,first round of testing and review of the project, the Project
Geologist will select sampling locations to provide a sufficient, representative surface water
characterization of the project corridor.
(6) Based on the results of the sampling and testing, the sampling frequency may be increased
or decreased (such as once every 2 weeks, bi-monthly, or quarterly). Likewise, the suite of
species tested for may be increased or decreased based on the test results.
Construction:
f
(1) Rock Sampling and testing will be performed during construction as directed under the
Project Special Provisions for Potential Acid Producing Rock. This will include extensive
sampling of drill cuttings, hand samples, and additional core samples and disposal of
potential acid producing rock in specified areas. A draft of the Project Special Provision is
in the contract.
3

(2) Water sampling and testing will be continued on a monthly basis during construction.
Sampling will potentially be decreased to every other month in areas where construction
activities are completed early or if there are not large differences in sample results.
Likewise, the suite of species tested for may be increased or decreased depending on the
test results. Any changes will have to be cleared with the Army Corp of Engineers.
(3) Additional water sampling locations may be added at any time as waste areas and
construction related activities are established.
(4) Rock testing results, water sampling results, and a summary will be reported monthly by
. the Geotechnical Unit.
(5) Mr. David Frye, Geotechnical Unit - Asheville, will be the NC DOT contact person for the
pyritic rock and acidic water evaluation on this project (704-298-3874).
Post-Construction:
(1) Water sampling will continue for one year on a bimonthly basis after construction is
complete and the project is. accepted. This can be extended if requested or any problem
should arise.
(2) . Streams below disposal sites will be tested again at 18 mos. and 24 mos. after construction
is completed.
Contingency Plan
In the event of significant changes in pH the. Geotechnical Unit/ Resident Geologist will
immediately notify the Resident Engineer and follow the guidelines stated below:
1) Immediate response:
A) A pH measurement of 0.3 below the minimum baseline measurement at any established
testing station will necessitate a retest within 24 hours. If the second test shows similar
results, then the Geotechnical Unit will initiate further Testing to determine the cause and
extent ofacidie runoff.
B) If the problem is attributed to construction, the Geotechnical Unit will recommend to the
Resident Engineer that mitigation commence during construction, or that any contributing
construction activities in the immediate area be halted until the problem is mitigated.
This will depend on the cause and/or extent of contamination (see "F" below).
C) The Resident Engineer will notify the Corps of Engineers, Department of Environmental
Management, Wildlife Resources Commission if construction is halted or if measures are
taken to mitigate a problem while construction is proceeding.
4
D) The Geotechnical Unit will take additional samples to verify the results.
E) If a sample tests at a pH below 6.0, a retest will be taken immediately. It will be
recommended to the Resident Engineer to stop construction in the area until the problem
is evaluated. If the problem is attributed to construction, corrective measures (see "F"
below) will be taken.
F) After the source is identified, appropriate action will be taken by the Resident Engineer,
which may include any or all of the following:
1. Treatment of the area identified to be producing the acid drainage with Agricultural
Grade Ground Limestone.
2. Agricultural Grade Ground Limestone treatment directly to the streams, settlement
ponds, and tributaries directly affected by the runoff..
3. Implementation of alkaline recharge trenches utilizing highly soluble alkaline
materials such as CaO, NaOH, and Ca(OH)z.
2) Long term response - If the situation requires additional remediation, one of the. following. -
may be required:
A) Treatment of drainage ditches with limestone rip rap (Will be more or less a immediate
response but will work. for the long term).
B) A permanent bog or wetland system may need to be constructed. These structures may
be added at the discretion of the Resident Engineer at any time during or after
construction.
3) As mentioned above, Dr. Don Byerly of the University of Tennessee - Knoxville will be
available to advise on water quality concerns and both the' long and short term remediation
measures.
N
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STATE OF NORTH CAROLINA
DEPARTMENT OF TItANsPORTATION
JAMES B. HUNT JR.
GOVERNOR
DIVISION OF HIGHWAYS
P.O. BOX 25201, RALEIGH, N.C. 27611-5201
GARLAND B. GARRETT JR.
SECRETARY
April 3, 1997
Project:
County:
Description:
MEMORANDUM TO:
From:
Subject:
8.T860703 (A-10C)
Madison
US 23/ I-26 from Mars Hill to Laurel Creek
W. L. Moore, L.G., P.E.
W. D. Frye, Jr., Resident Geologist
Response to "Review of Stream Sample Results" from
Water Quality Section -NC DEHNR
This memorandum is being written in response to questions and concerns by Mr. M. R.
Parker, Environmental Chemist, Water Quality Section for NC DEHNR dated March 25,
1997.
Item 1) In accordance With the Federal Register, 40 CFR Part 136.3, July 1, 1995, the
Geotechnical Unit tests water for pH and temperature at the same time the
samples are collected to be analyzed by Pace Analytical Services, Inc. All
samples are properly transported and submitted to Pace Analytical the same day
they as collected. We understand fully the time requirement for proper pH
determination and feel our results are accurate. The pH analysis by Pace
Analytical is simply a check on ourselves and we feel the minor added cost is
worthwhile.
The Army Corp of Engineers specifically requested that the data "be
summarized" and this was the intent when the"January results were compiled
and reported. The original Pace Analytical report of results as well as the in-
house pH results are available for review at the resident Geologist's office.
Item 2) The commercial laboratory, Pace. Analytical, is the approved contract
laboratory for the NCDOT in Western NC. They are authorized to conduct
chemical tests on NCDOT drinking water and waste water. Mr. Parker also
indicated that the lab is also certified by the NC Division of Water Quality. We
assume the laboratory has sufficient quality control programs in place. The
Geotechnical Unit (In-house) has long term base line pH measurements as far
back as September 1995 at most sample locations. In addition the Roadside
Environmental Unit tests their turbidity samples for pH. Fish and Wildlife
Associates is also monitoring water quality, which includes pH values.
Field testing procedures are carried out using a portable pH meter (Fisher
Accumet Model 955) in accordance with manufacturers operating procedures.
Calibration with standard buffer solution is carried out on an hourly basis in
accordance with the manufacturers instructions and following ASTM D-1293.
The pH results are logged and compared to the pH results from the contract
laboratory and the long term base line values.
"Standard Methods for the Examination of Waste Water", (17th edition, 1989,
American Public Health Association, American Water Works Association and
Water Pollution Control Federation) is used as a standard for sampling
procedures. Sampling equipment and procedure are such that cross
contamination between sampling locations is prevented.

C)i
'0 S
STATE OF NORTH CAROLINA Q? mac. J
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR Weaverville, North Carolina SECRETARY `mss
August 8, 1997
State Project: 8.T860703 (A-IOC)
F. A. Project: STPNHF-13-1(32)
County: Madison
"US 23 From US 19 to SR 1318 (Laurel Creek Road) Near Mars Hill."
Mr. Steve Lund - Regulatory Project Manager
United States Army Corps of Engineers
151 Patton Avenue
Federal Building - Room # 143
Asheville, NC 28801-2625
SUBJECT: Water Sample Results for June, 1997
Dear Mr. Lund.
Attached please find in-house and commercially tested water samples for the sites being
monitored on the above project for June, 1997. If you need additional information, please
advise. By copy of this letter, I am making distribution of the sample results to those
individuals listed below.
Sincerely,
S, V. Hyatt
Resident Engineer
SVH:ime
cc: L. A. Sanderson, P.E.
W. D. Smart, P.E.
J. R. Wilson, P.E.
Stephanie Goudreau-NCWRC
Mark Cantrell - USFWS
John Dorsey - DEHNR Water Quality
David Snyder - FHWA
Cliff McNeill - Roadside Environmental
Charles Bruton, Ph.D. - P&E
Phillip Todd - P&E
Pam Boaze - Fish & Wildlife Associates, Inc.
Bill Moore, III - Geotechnical Unit
Mike Parker - DEHNR Water Quality
?440V
r
?01 s?
??w?
JAMES B. HUNT J R.
GOVERNOR
July 21, 1997
To:
From:
Project:
Federal Aid Project:
County:
Description:
Subject:
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201, RALEIGH, N.G 27611-5201
GARLAND B. GARRETT JR
SECRETARY
S. v. Hyatt - Resident Engineer
W.D. Frye, Jr., Resident Geologist
8.T860703 A-10C
STPNHF-13-1(32)
Madison
US 23 / I -26 from Mars Hill to Laurel Creek
Summary of water quality results for June 1997
All pH values are above the required levels for June. pH in the `A' basin at 1370+00 was 6.97 (A-10C
sample #45). We have added 20 more horizontal drains to bring our total to 28. We have enclosed a
printout of ph values for horizontal drains. Blank pH readings indicate that a drain had been installed, but
not completed at the time of sampling. We plan to continue to sample more drains for pH as they are
grouted and completed.
We have included a summary printout of results from our in-house pH sampling combined with sample
results for pH, Acidity, Alkalinity, Specific Conductivity, Sulfate, Iron, Aluminum, and Manganese tested
by Pace Analytical. A full report of results tested by Pace Analytical is not included in this report but is
available from the phone number below.
Also included in this report are the results of our "hot rock" testing June 1997(NNP.XLS). To date, no "hot
rock" that needs to be contained has been encountered. Regarding sample A3-124, see enclosed letter. If
there are any questions concerning any of the results in this report please contact Dave Frye of the
Geotechnical Unit 0704-685-3564).
Respectfully Submitted,
W. D. Frye
A10C
8.T860703
JUNE 1997
Geotechnical Unit
Pace Analytical Services, Inc.
(NCDOT)

c
Specifi
A-10C Acidity,
Total Alkalinity,
Total Aluminium Iron Manganese Conductivity Sulfate
H20# pH (Mg/L) (mg/L) (mgIL) (mg/L) (mB2) (umhos/cm) (mgt)
7
57 <1.0 40 0.33 1.40 0.20 140 2.0
0 .
21
7 0
<1 38 0.36 1.90 0.29 130 1.6
2 .
65
7 .
<1
0 34 0.34 0.77 0.09 96 3.8
4
6 .
39
7 .
<1.0 33 <0.10 0.22 0.03 91 3.2
8 .
04
7 <1.0 37 <0.10 0.89 0.09 86 2.0
10 .
30
7 <1.0 35 <0.10 0.62 0.09 78 1.3
12 .
61
7 <1.0 36 025 0.49 0.09 110 4.8
14 .
52
7 <1.0 41 0.11 0.43 0.03 110 5.4

16 .
23
7 <1:0 17 0.20 1.00 0.11 54 <1.0

18 .
7
48
<1.0
34
0.52
0.83
0.09
82 <2.0
.
41
7 0
<1 33 4.80 6.50 0.16 78 <2.0
20
22 .
48
7 .
<1.0 30 0.20 0.92 0.07 67 1.2
24 .
50
7 <1.0 35 1.50 2.60 0.09 89 4.5
26 .
52
7 <1.0 36 0.66 0.71 0.09 95 <4.0
28 .
7.21 <1.0 32 0.39 0.71 0608 73 1.3
1
5
30 7.66 <1.0 31 0.71 1.00 0.08 92 .
6
8
129 <1.0 24 <0.10 0.08 <0.01 89 .
32 7.33 <1.0 28
33 7.53 <1.0 25
34 718 <1.0 30
36 7.18 <1.0 22
37 7.17 <1.0 22
38 7.00 2.3 21
39 7.24 <1.0 10
40 7.24 <1.0 15
42
44
45 7.26
7.25
6.97 <1.0
<1.0
- - 16
17
46 7.14 <1.0 11
0.64 0.92 0.10 88 2.6
0.23 0.43 0.04 74 5.2
0.52 0.76 0.09 84 2.3
0.43 0.49 0.05 68 3.3
0.34 0.31 0.06 51
16.00 3.70 3.30 370
<0.10 0.06 <0.01 49
0.15 0.37 0.04 44
0.15 0.39 0.04 47
<0.10 0.13 0.01 43
3.4

2.4
<10C
6.4
1.3
<1.C
1.3
7.2
6.9
7.0
7.1
7.4
7.4
7.1
7.3
7.3
7.4
7.4
7.5
7.5
76
6.9
7.1
7.4
7.3
7.3
7.3
7.0
7.1
7.3
7.3
A10W.XLS
REPORT
A1 0C
8.T860703
JUNE 1997
Horizontal Drai ns
# station pH
8 1346+50 rt 5.94
9 1347+00 rt 6.13
10 1347+50 rt DRIP
11 1348+00 rt 6.42
13 1349+00 rt 6.24
14 1349+50 rt 6.46
95 1349+40 It DRY
16 1349+50 It 6.49
22 1353+50 It
24 1354+50 It 5.92
25 1355+00 It 5.84
26 1355+50 It 6.14
27 1356+00 It
29 1357+00 It SLOW DRIP
30 1357+50 It 6.67
31 1358+00 It 6.30
32 1358+50 It 6.24
54 1366+00 rt 5.88
57 1367+50 rt 5.92
59 1368+50 rt 5.99
92 1347+00 It DRIP
93 1347+50 It 6.21
94 1348+00 It 6.27
69 1373+50 rt
70 1374+00 rt 6.41
71 1374+50 rt 6.34
72 1375+00 rt 6.46
73 1375+50 rt 6.41
A10W.XLS
REPORT
Geolechnical Unit
A-10C
8.7842401
7121197
NNPALS
ee?
??ar+?
STATE OF NORTH CAROLINA
DEPARTMENT OF TRAI VORTATION
JAMES B. HUNT JR.
GovERNoR
P.O. BOX 25201, RALEIGH, N.C 27611-5201
GARLAND B. GAmrr JR.
SECRETARY
MEMORANDUM TO:
FROM:
COUNTY:
SUBJECT:
Dear Stan,
July 15, 1997
Mr. S. V. Hyatt
Resident Engineer
Mr. W. D. Frye
Project Geologist
Madison
8.T860703 I-26 Corrridor. Hot rock testing, Sample A3-124, tested for acid
producing potential
In regards to samples returning from cut Area 3 which are negative (acid producing) NNP. To this date, we have
found three samples which are hot. In each of these cases, A3-20, A3-124, and A3-127 we made an attempt to pick
rock material which we suspect, by sight, to be potentially acid producing from what we know of the geology. This
will enable us to test pinpoint samples so that we are not taking entirely random samples for the life of the project.
We have been, and continue to inspect each shot area, familiarizing ourselves with the small-scale geology. It is in
this manner that we are able to pinpoint "hot rock" areas. The nature of our acid producing rock is that it occurs in
small delineated seams which we can usually spot in the field. The total ratio of hot rock to "cold" rock is
extremely small at this time. However, this may not be the case as the cut is expanded and the possibility of
exposure of a major geologic feature containing significant volumes of acid producing rock occurs. This would
require implementation of our Project Special Provisions. At this time, the embankment construction involves
thorough mixing of rock and soil which in itself helps seal the rock from exposure to air and water.
Sincerely,
W.D. Frye
resubmittted 07/21/97 with monthly report June 1997
f
?? ?',? RECEIVED
1997
LEWES
ENVIRONMEt?IThISC
STATE OF NORTH CAROLINA
DEPARTMENT OF Tkt NSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR Weaverville, North Carolina SECRETARY
August 15, 1997
State Project: 8.T860703 (A-IOC)
F. A. Project: STPNHF-13-1(32)
County: Madison
"US 23 From US 19 to SR 1318 (Laurel Creek Road) Near Mars Hill."
Mr. Steve Lund - Regulatory Project Manager
United States Army Corps of Engineers
151 Patton Avenue
Federal Building - Room # 143
Asheville, NC 28801-2625
SUBJECT: Water Sample Results for July, 1997
Dear Mr. Lund:
Attached please find water sample results for the sites being monitored on the above
project for July, 1997. If you need additional information, please advise. By copy of this
letter, I am making distribution of the sample results to those individuals listed below.
Sincere y,
_0
S. V. Hy
Resident Engineer
SVH:ime
cc: L. A. Sanderson, P.E.
W. D. Smart, P.E.
J. R. Wilson, P.E.
Stephanie Goudreau-NCWRC
Mark Cantrell - USFWS
John Dorney - DEHNR Water Quality
David Snyder - FHWA
Cliff McNeill - Roadside Environmental
Charles Bruton, Ph.D. - P&E
Phillip Todd - P&E
Pam Boaze - Fish & Wildlife Associates, Inc.
Bill Moore, III - Geotechnical Unit
Mike Parker - DEHNR Water Quality
nW4titt
a?ST?TEd
Q auwvd'?
STATE OF NORTH CAROLINA
DEPARTMENT OF TPANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECRETARY
August 8, 1997
MEMORANDUM TO: Stan Hyatt
Resident Engineer, Weaverville
FROM: Randy K. Wise, P.E.
Soil & Water Engineering Supervisor
SUBJECT: Water Quality Monitoring Results, A-10, Madison Co.
Enclosed please find the stream water quality monitoring results for your distribution.
As you can see in the summary, I have made several generalizations from the data.
If you need further explanation of this data, or have ideas for future reports please let
me know.
RKW/BM:vs
cc: Mr. Cliff McNeill
Mr. Ed Ingle
Mr. Phillip Todd

Ei OMY. ? ?
?ti
E• 4
Stream Water Quality Monitoring Results August 8, 1997
1. Introduction
Single stage water samplers were installed along the project corridor. These include 10
sites for A-10 C and 9 sites for A-10 D. Samples were collected every 2 weeks or as
rainfall events required. Single stage samplers, collect a sample of the stream flow during
a rainfall event. Also at time of collection, a base-flow sample of the stream is taken.
These samples are analyzed for total suspended solids (TSS), turbidity, and pH levels.
By obtaining samples prior to construction a base-line study is gathered. This data can
then be compared to the samples taken during construction to determine what impact the
construction is having on water quality within the project corridor. Sampling began in
May 1996.
Project construction began in November, 1996 with clearing and grubbing operations
with the waste sites and on the northern end of the project. Due to construction limits,
some sample sites may need to be relocated slightly as the project progresses. These
relocations will be noted and will still be representative of the original stream they were
sampling.
II. Location of Single Stage Samplers
See attached map for approximate locations.
III. Results
See attached tables and charts for laboratory results on Total Suspended Solids,
Turbidity, pH, and Rainfall.
Please note that additional samples have been added and/or moved to accommodate
construction activities. An updated map will be provided next month to show added
locations. Also, due to a breakdown in our distribution process, we are currently missing
rain data from A-10 D. This data will be located and updated on the next report.
IV. Summary
Construction continues to progress toward the southern end of the project and has started
on the northern end of project. An access road has been built that allows travel along
most of the project corridor. Overall the levels from all stations are similar to past results
with similar rainfall distribution. Stations 9 and 10 have stabilized somewhat since the
last report. Testing done on the large Type-A basin shows significantly lower total
suspended solids levels between the inflow and outflow.
Total Suspended Solids
Date\Location C1 C2 C3 C4 C5 C6 C7 C8 C9 C10
5/29/96 1036.0 4912.0 574.0
5129196 47.0 9.5 83.5 31.5 63.5 35.0 55.0 25.5
6/18/96 14453.0 1502.0 4274.0 1765.0
6/18/96
7/17/96 286.0 612.0 610.0 369.0
7117196 21.0 50.0 49.5 8.5 16.5 45.5 145.0 17.5 35.0 49.0
8/5/96 146.0 78.7 42.0
815196 38.5 5.9 12.6 5.4 15.6 21.1 16.5 8.2 8.4 4.8
10/3/96 2858.0 392.0 1976.0 1826.0 1129.0 3066.0 7.0 470.0 710.0
1013196 10.5 6.5 59.5 5.0 34.5 46.5 58.5 26.0 22.0 7.5
11/6/96 11.0 126.5 472.0 98.0
1116196 4.5 8.0 33.5 17.0 39.5 42.0 58.0 17.0 22.0 6.5
11/20/96 278.0 18.5 888.0 860.0 680.0 1468.0 916.0 440.0 592.0 1404.0
11120196 12.0 4.5 32.0 14.5 39.5 105.0 55.5 15.0 43.5 4.5
12/10/66 346.0 20.5 372.0 1070.0 234.0 84.0
12110196 3.5 1.5 4.0 3.5 14.5 28.5 13.5 10.5 13.5 4.0
1/2/97 472.0 564.0 932.0 5760.0 101.0 32.5
1/2197 21.5 9.5 18.0 12.5 44.0 67.0 26.0 54.5 20.5 12.5
1 /21 /97 296.0 8.0 1540.0 1716.0 17.0
1121197 3.0 17.5 18.0 5.0 19.5 29.5 58.5 58.5 23.5
2/12/97 272.0 78.0 460.0 1384.0 #REFI 85.5 33.5
2112197 1.0 12.0 21.5 3.5 10.0 24.5 10.0 6.0 6.0 5.0
2/26/97 384.0 61.0 848.0 718.0 12440.0 402.0
2126197 3.0 10.5 39.0 14.0 24.5 28.0 22.5 6.5 10.5 9.5
3/11/97 76.0 156.0 464.0 13820.0 600.0 532.0 5904.0 180.0
3111197 41.0 311.0 12.5 20.0 33.5 72.5 52.5 23.5 44.0 23.0
3/25/97 202.0 6.5 160.0 518.0. 164.0 476.0 156.0 2084.0 71.0
3125197 22.5 18.5 28.5 23.0 19.0 60.0 49.5 20.5 41.5 17.5
4/9/97 131.0 14.5 408.0 778.0 332.0 1212.0 320.0 47.5 125.0
419197 15.0 13.5 24.0 8.5 21.0 61.0 38.0 14.5 12.0 10.5
4/25/97 530.0 51.0 3868.0 5016.0 328.0 13980.0 800.0 3100.0 144.0
4125197 48.0 25.0 40.5 27.0 70.0 172.0 124.0 600.0 21.5 19.0
5/9/97 78.0 37.0 956.0 3740.0 1050.0 7300.0 2640.0 248.0
519197 30.0 22.5 35.0 19.0 68.0 88.0 119.0 31.0 25.5 24.0
5/22/97 456.0 5960.0 3950.0 1090.0 9290.0 8940.0
5122/97 35.0 21.0 25.0 18.5 2200.0 112.0 48.0 18.5 14.5
6/9/97 4290.0 652.0 1020.0 1880.0 3370.0 6080.0 112.0
619197 31.5 20.5 48.0 10.5 39.5 54.5 98.0 17.5 17.0
6/19/97 1190.0 84.5 2180.0 790.0 360.0 7290.0 5050.0 452.0
6119197 53.5 28.0 120.0 6.0 24.0 134.0 121.0 23.5 30.0 29.0
7/8/97 1520.0 4680.0 740.0 5860.0 11230.0 1980.0 530.0
718197 41.0 11.5 33.0 15.5 172.0 201.0 112.0 42.0 10.0 11.0
A10-Sample tables
Total Suspended Solids
Date\Location DA DC DH DJ DL DM DN DO DR
5/29/96 41.0 1745.0 10273.0 8762.0 14630.0 2438.0
5129196 29.5 31.5 23.5 29.5 11.5 11.5 83.5 11.5 11.5
6/18/96 1530.0 12535.0
6/18/96
7/17/96 110.0 186.0 260.0
7117196 37.0 51.5 19.0 15.0 16.0 16.0 16.0 6.5
8/5/96 204.0 472.0 918.0
815196 29.0 31.0 31.5 29.5 29.5 29.5 200.5 29.5 30.5
10/3/96 81.0 13220.0 1136.0 1480.0 1484.0 6908.0 9240.0
1013196 4.5 7.5 7.5 7.5 35.0 7.5 8.5
11/6/96 26.0 77.0 85.0 97.0
1116196 8.0 8.0 6.5 10.5 8.0 8.0 27.0 8.0 4.5
11/20/96 77.5 210.0 404.0 280.0 348.0 202.0 304.0
11120196 8.5 8.5 15.5 10.0 10.5 10.5 36.0 10.5 5.0
12/10/66 64.0 141.0 187.0 276.0 26.0 72.0
12110196 3.5 3.5 3.5 9.0 2.0 2.0 10.5 2.0 1.5
1/2/97 69.0 22.0 90.0 124.5 416.0 172.0
1/2/97 13.0 13.0 18.5 15.5 11.0 11.0 32.0 11.0 9.0
1 /21 /97 18.0 712.0 19.0 7.5
1121197 25.0 25.0 9.0 67.0 204.0 204.0 25.0 204.0 4.5
2/12/97 112.0 74.0 464.0 116.0 108.0
2112197 16.0 16.0 5.0 8.5 2.5 2.5 7.0 2.5 8.5
2/26/97 356.0 102.0 430.0 2016.0 980.0 880.0 438.0
2126197 74.0 74.0 23.0 23.5 13.5 13.5 28.0 13.5 16.0
3/11/97 23108.0 5536.0 328.0 260.0 1744.0 3548.0 74.5
3111197 98.5 98.5 52.0 24.0 58.0 58.0 64.5 58.0 10.0
3/25/97 96.0 1664.0 2516.0 168.0 59.5 70.0 52.5 110.5
3125197 25.0 25.0 45.5 24.0 10.0 10.0 26.5 10.0 14.0
4/9/97 604.0 146.0 696.0 117.0 82.0 105.0 208.0
419197 12.0 21.5 14.5 5.0 5.0 27.5 5.0 2.0
4/25/97 59.0 4270.0 163.0 360.0 212.0 220.0 162.0
4125197 15.0 15.0 15.5 15.0 12.5 12.5 18.5 12.5 49.0
5/9/97 12.5
519197 8.5 8.5 12.0 12.0 11.0 11.0 28.0 11.0 25.5
5/22/97 480.0 7544.0 630.0
5/22197 23.5 23.5 20.5 36.5 18.0 18.0 114.0 18.0 24.5
6/9/97 196.0 3950.0 1220.0 1170.0 536.0 1090.0 36.5 500.0
619197 15.0 15.0 12.0 15.0 24.0 24.0 156.5 24.0 11.0
6/19/97 125.0 6270.0 14560.0 1680.0 12080.0 1350.0 12380.0 640.0
6119197 26.5 26.5 17.5 15.0 26.0 26.0 35.0 26.0 15.0
7/8/97 6050.0 496.0 556.0 1820.0 536.0 262.0 62.5
718197 18.0 18.0 8.5 6.0 13.0 13.0 154.0 13.0 16.0
A10-Sample tables
Turbidity (NTU)
Datelocation C1 C2 C3 C4 C5 C6 C7 C8 C9 C10
5/29/96 200.00 52.00 190.00
5129196 13.60 6.90 36.00 15.00 22.00 9.90 15.20 7.00
6/18/96 65.00 141.00 68.00 166.00
6118/96
7/17/96 89.00 100.00 6.29 97.00
7117196 5.95 .17.00 13.00 2.50 5.10 11.40 33.00 3.00 6.47 15.10
8/5/96 35.00 200.00 88.00
815196 8.00 3.90 15.70 4.50 29.00 25.00 9.70 5.30 5.60 2.50
10/3/96 200.00 126.00 200.00 200.00 200.00 177.00 133.00 111.00 151.00
1013196 5.50 2.70 35.00 5.70 26.00 24.00 16.70 8.50 7.30 2.90
11/6/96 3.10 55.00 158.00 25.00
1116196 1.18 1.55 5.90 4.20 7.10 13.00 12.70 2.80 4.10 1.10
11/20/96 123.00 9.60 200.00 200.00 200.00 200.00 176.00 107.00 126.00 200.00
11120196 7.60 2.00 10.50 7.00 17.50 45.00 10.10 5.40 11.00 1.50
12/10/66 106.00 7.90 155.00 200.00 60.00 24.00
12110196 1.40 1.00 2.50 2.60 3.50 6.90 3.30 2.30 4.00 1.24
1/2/97 151.00 167.00 200.00 200.00 159.00 8.80
1/2197 7.10 2.30 6.30 4.60 15.00 16.00 10.30 5.50 4.60 2.60
1 /21 /97 112.00 1.90 200.00 200.00 3.70
1121197 1.06 4.80 5.50 2.80 5.90 8.00 14.00 28.00 7.50
2/12/97 138.00 34.00 200.00 200.00 40.00 18.10
2112/97 2.40 4.80 9.60 3.30 4.80 6.90 3.50 1.96 3.50 2.50
2126/97 156.00 40.00 200.00 200.00 200.00 174.00
2126197 2.70 10.20 2200 9.50 14.20 21.00 12.10 11.00 7.20 4.10
3/11/97 4.50 200.00 200.00 200.00 200.00 172.00 200.00 69.00
3111197 10.80 7.40 7.00 8.80 12.30 28.00 15.80 3.20 7.50 3.40
3/25/97 95.00 13.60 76.00 200.00 17.70 66.00 15.40 5.00 6.70
3125197 9.90 6.50 12.90 12.60 12.80 18.20 63.00 14.60 200.00 27.00
419/97 62.00 7.90 148.00 6.70 9.20 23.00 11.90 6.80 6.10
419197 9.60 7.90 8.20 187.00 200.00 96.00 4.70 22.00 57.00 7.90
4/25/97 200.00 21.00 200.00 200.00 145.00 200.00 74.00 200.00 63.00
4125197 25.00 13.80 17.30 19.00 33.00 200.00 31.00 7.20 11.20 6.10
5/9/97 43.00 17.70 200.00 200.00 200.00 200.00 200.00 109.00
519197 11.20 9.60 13.20 8.60 63.00 50.00 31.00 9.20 9.40 3.60
5/22/97 160.00 200.00 200.00 200.00 200.00 200.00
5/22/97 23.00 14.60 13.80 14.10 200.00 81.00 26.00 15.70 5.90
6/9/97 200.00 200.00 200.00 200.00 200.00 200.00 52.00
619197 11.30 10.80 29.00 10.40 26.00 35.00 54.00 9.80 5.90
6/19/97 200.00 40.00 200.00 200.00 200.00 200.00 200.00 160.00
6119197 22.00 11.30 46.00 7.80 14.50 81.00 61.00 8.20 8.50 12.30
7/8/97 200.00 200.00 200.00 200.00 200.00 200.00 200.00
718197 22.00 6.20 22.00 12.10 58.00 16.60 69.00 10.00 6.80 4.70
A10-Sample tables
Turbidity (NTU)
Date\Location DA DC DH DJ DL DM DN DO DR
--
5/29/96 14.20 181.00 85.00 172.00 5.00 _ 165.06
5129196 6.00 7.20 6.60 8.20 2.90 2.90 23.00 2.90 2.90
6/18/96 126.00 1.59
6/18/96
7/17/96 29.00 47.00 74.00
7/17/96 11.30 16.50 4.30 3.60 4.00 4.00 4.00 1.90
8/5/96 46.00 121.00 116.00
815196 2.40 3.40 6.70 3.40 2.90 2.90 30.00 2.90 2.80
10/3/96 42.00 1.79 195.00 200.00 190.00 200.00 200.00
1013196 200.00 2.10 2.30 2.30 6.80 2.30 2.60
11/6/96 7.70 19.00 4.30 25.00
1116196 0.81 0.81 1.33 2.70 1.08 1.08 2.70 1.08 0.38
11/20/96 32.00 108.00 141.00 88.00 85.00 99.00 95.00
11120196 2.10 2.10 4.60 4.00 1.85 1.85 11.10 1.85 2.20
12/10/66 40.00 56.00 110.00 154.00 13.30 18.70
12/10196 1.42 1.42 1.45 1.49 1.59 1.59 1.46 1.59 0.74
1/2/97 24.00 5.60 98.00 33.00 162.00 44.00
1/2/97 2.50 2.50 2.00 2.60 1.55 1.55 6.20 1.55 1.45
1 /21 /97 5.30 200.00 3.00 1.65
1121197 6.80 6.80 2.80 9.30 42.00 42.00 5.90 42.00 1.47
2/12/97 32.00 28.00 181.00 46.00 33.00
2/12197 4.30 4.30 1.70 3.50 0.95 0.95 3.50 0.95 2.20
2/26/97 133.00 62.00 178.00 200.00 200.00 200.00 130.00
2126197 43.00 43.00 22.00 5.60 8.20 8.20 11.50 8.20 6.50
3111/97 200.00 200.00 64.00 133.00 200.00 200.00 27.00
3111197 7.80 7.80 5.30 5.90 4.60 4.60 12.10 4.60 2.80
3/25/97 55.00 200.00 200.00 51.00 26.00 24.00 14.90 28.00
3125197 7.10 7.10 6.30 0.88 4.00 4.00 0.84 4.00 2.60
4/9/97 200.00 43.00 114.00 46.00 28.00 36.00 51.00
419197 7.80 4.50 6.60 1.51 1.51 8.60 1.51 1.39
4/25/97 35.00 200.00 55.00 154.00 60.00 58.00 43.00
4125197 5.30 5.30 3.50 4.60 3.00 3.00 6.60 3.00 4.80
5/9/97 6.60
519197 3.40 3.40 3.50 4.50 4.10 4.10 10.20 4.10 6.60
5/22/97 200.00 200.00 129.00
5122/97 7.00 7.00 5.30 13.00 5.80 5.80 34.00 5.80 7.00
6/9/97 121.00 200.00 200.00 200.00 188.00 200.00 12.30 91.00
619197 9.90 9.90 5.20 3.90 7.90 7.90 11.20 7.90 3.50
6/19/97 70.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00
6119197 10.30 10.30 5.50 5.70 6.80 6.80 11.80 6.80 5.60
7/8/97 200.00 190.00 200.00 200.00 149.00 80.00 73.00
718197 6.30 6.30 4.70 3.40 5.60 5.60 10.90 5.60 4.00
A10-Sample tables
pH of Stre'amflow
Date\Location C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 minimum
5/29/96 6.20 6.50 6.54 6.20
5129/96 6.29 6.54 6.45 6.48 6.49 6.58 6.70 6.66 6.29
6/18/96 5.82 6.06 6.13 5.76 5.76
6/18/96
7/17/96 6.40 6.37 6.29 6.42 6.29
7117196 5.95 6.40 6.44 6.18 6.50 6.38 6.72 6.56 6.47 5.59 5.59
8/5196 6.52 6.64 5.60 5.60
815196 6.28 6.54 6.51 6.61 6.67 6.73 6.77 6.83 .5.89 6.05 5.89
10/3/96 6.88 6.92 6.54 6.34 7.26 6.61 6.44 6.71 6.75 6.34
1013196 7.26 6.85 7.45 7.24 7.34 7.46 7.11 6.78 7.00 7.04 6.78
11/6/96 7.22 6.93 7.02 6.88 6.88
1116196 7.42 7.21 7.36 7.26 7.46 7.45 7.24 6.95 7.09 7.07 6.95
11120196 6.71 7.14 6.57 6.75 6.77 6.68 6.74 6.50 6.49 6.37 6.37
11120196 7.26 7.05 7.19 7.25 7.23 7.10 7.02 6.75 6.92 6.83 6.75
12110166 6.82 7.15 7.03 7.08 6.69 6.85 6.69
12110196 7.16 7.07 7.22 7.16 7.00 7.15 6.99 6.99 6.82 6.89 6.82
112197 6.90 7.21 7.10 7.12 7.01 6.91 6.90
112197 6.82 6.70 6.91 7.03 6.99 6.80 6.61 6.96 6.94 6.71 6.61
1121197 6.80 6.74 6.42 6.82 7.01 6.42
1/21/97 6.90 6.65 6.78 7.07 7.00 7.09 7.00 7.00 6.96 6.65
2112197 6.65 7.06 6.97 6.93 6.92 6.98 6.65
2/12/97 7.11 7.05 6.90 7.08 7.14 7.18 7.12 7.11 6.95 7.00 6.90
2126197 6.58 6.85 6.88 6.92 6.61 6.90 6.58
2/26197 6.80 6.80 6.92 7.02 7.10 7.13 7.10 7.19 7.06 6.97 6.80
3111197 6.45 6.06 6.58 6.17 6.75 6.71 6.36 6.76 6.06
3111197 6.52 6.47 6.67 6.66 6.80 6.86 6.78 6.83 6.69 6.63 6.47
3125197 6.98 7.12 6.87 6.97 7.02 7.11 7.08 7.12 7.01 6.87
3125197 6.99 7.04 6.90 7.07 7.08 7.16 7.17 7.09 6.85 6.93 6.85
419197 6.69 6.85 6.46 6.60 6.80 6.75 6.73 6.49 6.44 6.44
419197 6.67 6.54 6.66 6.72 6.99 6.80 6.66 6.67 6.44 6.40 6.40
4125197 6.74 6.99 6.74 6.77 6.94 6.83 6.94 6.83 6.97 6.74
4125197 6.73 6.94 6.86 6.89 7.00 6.93 6.91 6.99 6.96 6.99 6.73
519197 6.62 6.72 6.53 6.59 6.72 6.78 6.64 6.67 6.53
519197 6.57 6.67 6.67 6.76 6.48 6.73 6.79 6.84 6.57 6.54 6.48
5122197 5.44 5.57 6.15 6.14 6.20 6.02 5.44
5122/97 5.46 5.58 5.81 6.10 6.11 00 6.24 6.18 6.01 5.46
619197 6.83 6.83 6.70 6.75 6.67 6.60 6.58 6.58
619197 6.77 6.84 6.64 6.72 6.73 6.78 6.79 6.68 6.55 6.55
6119197 5.98 6.17 5.94 6.10 6.15 6.19 6.15 6.13 5.94
6119197 6.01 6.15 6.11 6.16 6.20 6.36 6.34 6.30 #6# 6.13 6.01
718197 6.31 6.15 6.10 6.26 6.51 6.54 6.65 6.10
718197 6.29 6.16 6.18 6.43 6.45 6.57 6.64 6.58 6.61 6.62 6.16
A10-Sample tables
pH of Streamflow
Date\Location DA DC DH DJ DL DM DN DO DR minimum
5/29/96 6.08 6.20 6.00 6.32 6.19 6.32 6.00
5129/96 6.16 7.10 6.28 6.30 6.30 6.30 6.25 6.30 6.30 6.16
6/18/96 6.08 5.90 5.90
6/18/96
7/17/96 5.74 6.36 6.47 5.74
7117196 6.48 5.90 6.42 6.43 6.47 6.47 6.47 5.93 5.90
8/5/96 6.29 6.43 6.49 6.29
815196 6.26 6.38 6.44 6.51 6.47 6.47 6.50 6.47 6.57 6.26
10/3/96 6.93 6.97 6.45 6.71 6.53 6.53 6.58 6.45
1013196 6.76 6.86 7.02 7.02 6.89 7,02 6.84 6.76
11/6/96 7.03 6.97 6.95 6.97 6.95
1116196 7.14 7.14 7.02 7.00 6.99 6.99 6.96 6.99 7.05 6.96
11120196 6.80 6.70 6.53 6.54 6.75 6.49 6.92 6.49
11120196 6.97 6.97 6.93 7.02 6.37 6.37 6.50 6.37 6.83 6.37
12110166 6.98 6.90 6.88 6.68 6.63 6.84 6.63
12110196 6.98 6.98 6.88 6.82 6.95 6.95 6.92 6.95 6.90 6.82
112197 7.03 6.94 6.82 6.79 6.65 6.70 6.65
1/2/97 7.01 7.01 6.70 6.58 6.83 6.83 6.93 6.83 6.92 6.58
1121197 6.83 6.66 6.79 6.79 6.66
1121197 6.89 6.89 6.82 6.85 6.80 6.80 6.84 6.80 6.80 6.80
2112197 6.91 6.75 6.63 6.65 6.67 6.63
2/12/97 6.98 6.98 6.78 6.81 6.75 6.75 6.89 6.75 6.92 6.75
2126197 6.88 6.92 6.78 6.74 6.65 6.66 6.72 6.65
2/26/97 6.93 6.93 6.81 6.77 6.82 6.82 6.83 6.82 6.91 6.77
3111197 6.35 6.20 6.50 6.49 6.08 6.06 6.36 6.06
3111197 6.69 6.62 6.48 6.55 6.55 6.60 6.55 6.45 6.45
3125197 6.93 6.97 7.00 6.77 6.84 6.82 6.80 6.99 6.77
3125197 6.78 6.78 6.50 6.87 6.79 6.79 6.96 6.79 6.99 6.50
419197 6.17 6.35 6.32 6.89 6.87 6.87 7.15 6.17
419197 6.39 6.39 6.51 6.92 6.92 6.80 6.92 6.96 6.39
4125197 6.92 6.55 6.46 6.10 6.11 6.15 6.26 6.10
4125197 6.73 6.73 6.52 6.11 6.21 6.21 6.25 6.21 6.28 6.11
519197 7.15 7.15
519197 7.75 7.75 6.97 7.08 6.92 6.92 7.02 6.92 7.07 6.92
5122197 6.14 5.69 5.89 5.69
5122197 5.79 5.79 5.89 6.02 5.96 5.96 6.11 5.96 6.09 5.79
619197 6.55 6.35 6.35 6.46 6.40 6.38 6.37 6.56 6.35
619197 6.49 6.49 6.47 6.48 6.43 6.43 6.49 6.43 6.53 6.43
6119197 6.25 6.10 6.08 6.07 6.01 6.05 6.04 6.02 6.01
6119197 6.17 6.17 6.21 6.09 6.07 6.07 6.09 6.07 6.03 6.03
718197 6.18 6.20 6.03 6.00 5.90 5.94 5.97 5.90
718197 6.18 6.18 6.03 5.99 5.93 5.93 6.02 5.93 5.92 5.92
A10-Sample tables
rainfa112
A-10 C A-10 D
12-May-96 0 0
13-May-96 0 0.1
14-May-96 0 0
15-May-96 0.1 0.1
16-May-96 0.1 0
17-May-96 0 0.1
18-May-96 0 0
19-May-96 0 0.1
20-May-96 0 0
21-May-96 0 0
22-May-96 0.1 0
23-May-96 0 0
24-May-96 0.4 0.1
25-May-96 0 0
26-May-96 0.6 0
27-May-96 0.2 0
28-May-96 0 0
29-May-96 0 0
30-May-96 0.1 0
31-May-96 0 0
01-Jun-96 0 0
02-Jun-96 0 0
03-Jun-96 0 0
04-Jun-96 0.2 0.1
05-Jun-96 0.1 0
06-Jun-96 0 0
07-Jun-96 0.1 0.1
08-Jun-96 0.6 0.9
09-Jun-96 0.4 0.4
10-Jun-96 0.1 0.2
11-Jun-96 0 0
12-Jun-96 0.3 0.1
13-Jun-96 0.2 0.3
14-Jun-96 0 0
15-Jun-96 0 0
16-Jun-96 1.4 0.8
17-Jun-96 0 2.8
18-Jun-96 0.1 0.4
19-Jun-96 0 0
20-Jun-96 0 0
21-Jun-96 0.1 0
22-Jun-96 0 0
23-Jun-96 0 0
24-Jun-96 0 0
25-Jun-96 0 0
26-Jun-96 0.1 0.1
27-Jun-96 0 0
28-Jun-96 0 0
A-10 C A-10 D A-10 C A-10 D
29-Jun-96 0 0 16-Aug-96 0 0
30-Jun-96 0 0.1 17-Aug-96 0 0.1
01-Jul-96 0 0 18-Aug-96 0.1 0
02-Jul-96 0.4 0.3 19-Aug-96 0.2 0.1
03-Jul-96 0.3 0.3 20-Aug-96 0 0
04-Jul-96 0.1 0.1 21-Aug-96 0.1 0.1
05-Jul-96 0 0 22-Aug-96 0 0
06-Jul-96 0.1 0 23-Aug-96 0.1 .1.2
07-Jul-96 0 . 0.1 24-Aug-96 0 0
08-Jul-96 0 0 25-Aug-96 0.1 0.7
09-Jul-96 0 0 26-Aug-96 0.1 0
10-Jul-96 0.1 0.1 27-Aug-96 0 0.1
11-Jul-96 0.1 0.1 28-Aug-96 0 0
12-Jul-96 0 0 29-Aug-96 0 0
13-Jul-96 0.1 0 30-Aug-96 0 0
14-Jul-96 0 0.3 31-Aug-96 0 0
15-Jul-96 0.2 0.6 01-Sep-96 0 0
16-Jul-96 0 0 02-Sep-96 0.1 0.1
17-Jul-96 0 0.3 03-Sep-96 0 0.5
18-Jul-96 0 0 04-Sep-96 3.6 0
19-Jul-96 0 0.1 05-Sep-96 0.3 0
20-Jul-96 0 0 06-Sep-96 0.1 0.1
21-Jul-96 0.1 0.1 07-Sep-96 0 0.6
22-Jul-96 0 0 08-Sep-96 0 0
23-Jul-96 0 0 09-Sep-96 0 0
24-Jul-96 0 0 10-Sep-96 0.1 0
25-Jul-96 0.2 0.2 11-Sep-96 0 0
26-Jul-96 0.2 0 12-Sep-96 0.1 0.1
27-Jul-96 0 0.1 13-Sep-96 0 0
28-Jul-96 0.1 0.2 14-Sep-96 0 0
29-Jul-96 0 0 15-Sep-96 0.2 0.2
30-Jul-96 0.5 0.6 16-Sep-96 0.6 0.6
31-Jul-96 1.1 1.1 17-Sep-96 0 0
01-Aug-96 0.5 0.2 18-Sep-96 0 0
02-Aug-96 0 0.1 19-Sep-96 0 0
03-Aug-96 0 0 20-Sep-96 0.1 0
04-Aug-96 0 0.1 21-Sep-96 0 0.2
05-Aug-96 0.6 0.9 22-Sep-96 0 0
06-Aug-96 0.2 0.1 23-Sep-96 0 0.1
07-Aug-96 0 0.1 24-Sep-96 0 0
08-Aug-96 0.5 0.4 25-Sep-96 0.1 0
09-Aug-96 0.1 0 26-Sep-96 0 0
10-Aug-96 0.3 0.1 27-Sep-96 0.3 0.3
11-Aug-96 0.2 0.2 28-Sep-96 2.1 2.2
12-Aug-96 0.8 0.6 29-Sep-96 0 0
13-Aug-96 0 0 30-Sep-96 0.1 0
14-Aug-96 0 0.1 01-Oct-96 0 0.1
15-Aug-96 0.1 0 02-Oct-96 0.3 0.3
Page 1
rainfa112
A-10 C A-10 D A-10 C A-10 D A-10 C A-10 D
03-Oct-96 0 0 20-Nov-96 0.1 0 07-Jan-97 0 0
04-Oct-96 0 0 21-Nov-96 0.5 1.9 08-Jan-97 0.1 0.1
05-Oct-96 0 0 22-Nov-96 0 0 09-Jan-97 0.7 0.4
06-Oct-96 0 0.1 23-Nov-96 0.1 0.1 10-Jan-97 0 0.1
07-Oct-96 0 0 24-Nov-96 0 0.1 11-Jan-97 0 0
08-Oct-96 0.2 0.1 25-Nov-96 0.1 2 12-Jan-97 0 0
09-Oct-96 0 0 26-Nov-96 0 0 13-Jan-97 0 0
10-Oct-96 0 0 27-Nov-96 0 0 14-Jan-97 0 0.3
11-Oct-96 0 0 28-Nov-96 0 0.1 15-Jan-97 0.6 0.2
12-Oct-96 0 0 29-Nov-96 0.1 0.1 16-Jan-97 0.2 0.1
13-Oct-96 0.1 0.1 30-Nov-96 0.9 4.2 17-Jan-97 0 0
14-Oct-96 0.1 0.1 01-Dec-96 0.5 0.9 18-Jan-97 0.1 0
15-Oct-96 0.1 0 02-Dec-96 0 0 19-Jan-97 0 0.6
16-Oct-96 0 0 03-Dec-96 0.1 0 20-Jan-97 0.2 1.8
17-Oct-96 0 0 04-Dec-96 0 0 21-Jan-97 0 0.2
18-Oct-96 0.1 0.2 05-Dec-96 0.1 0.1 22-Jan-97 0.1 0
19-Oct-96 0 0 06-Dec-96 0 0.1 23-Jan-97 0.1 0
20-Oct-96 0 0.1 07-Dec-96 0.2 0.1 24-Jan-97 0.2 0.3
21-Oct-96 0.1 0 08-Dec-96 0 0 25-Jan-97 0 0
22-Oct-96 0.1 0 09-Dec-96 0 0 26-Jan-97 0.1 0.1
23-Oct-96 0 0.2 10-Dec-96 0.1 2.9 27-Jan-97 0 0
24-Oct-96 0 0 11-Dec-96 0 0 28-Jan-97 0.3 0.6
25-Oct-96 0.2 01 , 12-Dec-96 1.1 0 29-Jan-97 0.1 0
26-Oct-96 0.3 0.5 13-Dec-96 0 0 30-Jan-97 0 0.1
27-Oct-96 0.1 0.1 14-Dec-96 0 0 31-Jan-97 0 0
28-Oct-96 0.5 0.8 15-Dec-96 0 0 01-Feb-97 0 0.1
29-Oct-96 0.1 0 16-Dec-96 0 0 02-Feb-97 0 0
30-Oct-96 0 0.1 17-Dec-96 0 0.6 03-Feb-97 0.2 0.3
31-Oct-96 0 0 18-Dec-96 0 0 04-Feb-97 0.1 0.4
01-Nov-96 0.2 0.3 19-Dec-96 0 0 05-Feb-97 0.1 0
02-Nov-96 0 0 20-Dec-96 0 0 06-Feb-97 0 0
03-Nov-96 0 0 21-Dec-96 0 0.1 07-Feb-97 0.1 0.2
04-Nov-96 0 0 22-Dec-96 0.1 0.1 08-Feb-97 0 0
05-Nov-96 0.3 0 23-Dec-96 0.1 0 09-Feb-97 0 0
06-Nov-96 0 0.1 24-Dec-96 0.2 2.2 10-Feb-97 0.2 0.1
07-Nov-96 0.5 0.6 25-Dec-96 0 0 11-Feb-97 0 0
08-Nov-96 1.7 3.4 26-Dec-96 0.1 0.8 12-Feb-97 0.1 0.2
09-Nov-96 0.1 0 27-Dec-96 0.1 0 13-Feb-97 0.2 0
10-Nov-96 0 0.1 28-Dec-96 0 0.1 14-Feb-97 0.5 0.4
11-Nov-96 0 0 29-Dec-96 0.4 1.1 15-Feb-97 0 0
12-Nov-96 0 0.3 30-Dec-96 0.1 0.9 16-Feb-97 0.1 0.1
13-Nov-96 0.1 0.2 31-Dec-96 0.2 2.4 17-Feb-97 0 0.1
14-Nov-96 0.1 1.1 01-Jan-97 0.1 0.2 18-Feb-97 0 0
15-Nov-96 0 0 02-Jan-97 0 0.3 19-Feb-97 0 0.1
16-Nov-96 0 0 03-Jan-97 0 0.1 20-Feb-97 0 0
17-Nov-96 0.1 0.1 04-Jan-97 0 0 21-Feb-97 0.7 0.7
18-Nov-96 0.6 3 05-Jan-97 0.5 0.6 22-Feb-97 0 0
19-Nov-96 0 0 06-Jan-97 0 0 23-Feb-97 0 0
Page 2
rainfa112
A-10 C A-10 D A-10 C A-10 D
24-Feb-97 0 0 13-Apr-97 0 0
25-Feb-97 0 0.1 14-Apr-97 0 0
26-Feb-97 0.1 0.2 15-Apr-97 0 0
27-Feb-97 0.7 0.8 16-Apr-97 0.1 0
28-Feb-97 1.4 1.7 17-Apr-97 0 0
01-Mar-97 0 0.3 18-Apr-97 0 0.1
02-Mar-97 0.4 0.3 19-Apr-97 0.1 0.1
03-Mar-97 1 0 20-Apr-97 0 0
04-Mar-97 0 0 21-Apr-97 0.6 0.9
05-Mar-97 0.5 0.8 22-Apr-97 0.5 0.5
06-Mar-97 0 0 23-Apr-97 1.1 1
07-Mar-97 0 0 24-Apr-97 0 0
08-Mar-97 0 0 25-Apr-97 0 0
09-Mar-97 0.3 0.2 26-Apr-97 0 0.2
10-Mar-97 0.1 0.4 27-Apr-97 0.2 0.1
11-Mar-97 0 0 28-Apr-97 0.9 0.5
12-Mar-97 0 0 29-Apr-97 0.1 0.3
13-Mar-97 0.2 0.5 30-Apr-97 0 0
14-Mar-97 0.2 0.4 01-May-97 0 2.8
15-Mar-97 0 0 02-May-97 0 0.2
16-Mar-97 0 0.1 03-May-97 0.7 0.7
17-Mar-97 0.1 0.1 04-May-97 0 0
18-Mar-97 0.6 0.6 05-May-97 0.1 0.1
19-Mar-97 1 1.3 06-May-97 0 0
20-Mar-97 0.1 0 07-May-97 0 0
21-Mar-97 0.2 0.1 08-May-97 0.2 0.2
22-Mar-97 0 0 09-May-97 0 0
23-Mar-97 0 0.1 10-May-97 0 0
24-Mar-97 0.1 0 11-May-97 0.1 0.1
25-Mar-97 0 0.1 12-May-97 0 0
26-Mar-97 0.4 1 13-May-97 0 0
27-Mar-97 0.1 0 14-May-97 0.2 0
28-Mar-97 0.8 0.8 15-May-97 0 0
29-Mar-97 0.1 0.1 16-May-97 0 0
30-Mar-97 0.1 0.2 17-May-97 0 0.1
31-Mar-97 0 0 18-May-97 0.1 0.1
01-Apr-97 0 0 19-May-97 0.8 0.3
02-Apr-97 0 0.1 20-May-97 0.3 0.1
03-Apr-97 0 0 21-May-97 0 0
04-Apr-97 0.1 0 22-May-97 0 0
05-Apr-97 0 0 23-May-97 0.1 0.2
06-Apr-97 0.7 0.5 24-May-97 0 0.1
07-Apr-97 0 0.1 25-May-97 0.1 0.3
08-Apr-97 0 0 26-May-97 0.2 0.3
09-Apr-97 0 0 27-May-97 0.5 0.5
10-Apr-97 0 0 28-May-97 .0 0
11-Apr-97 0.1 0 29-May-97 0.5 0.7
12-Apr-97 0.2 0.4 30-May-97 0.2 0.2
A-10 C A-10 D
01-Jun- 0.2 0.1
02-Jun- 0 0.1
03-Jun- 0.3 1
04-Jun- 0 0
05-Jun- 0 0
06-Jun- 0.1 0
07-Jun- 0 0
08-Jun- 0 0
09-Jun- 0.3 0.2
10-Jun- 0 0
11-Jun- 0 0
12-Jun- 0.1 0
13-Jun- 0.3 0
14-Jun- 1.4 1.9
15-Jun- 0 0
16-Jun- 0 0
17-Jun- 0.1 0
18-Jun- 0.1 0.3
19-Jun- 0 0
20-Jun- 0.1 0.1
21-Jun- 0.1 0
22-Jun- 0 0
23-Jun- 0 0
24-Jun- 0 0.1
25-Jun- 0 0
26-Jun- 0.6 1
27-Jun- 0 0
28-Jun- 0 0.1
29-Jun- 0 0
30-Jun- 0 0.1
01-Jul-9 1.2 1.4
02-Jul-9 0.1 0.1
03-Jul-9 0.1 0
04-Jul-9 0.2 0
05-Jul-9 0 0
06-Jul-9 0.1 0
07-Jul-9 0 0
08-Jul-9 0 0
09-Jul-9 0.6 0
10-Jul-9 0 0
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