NC0088404_NC0088404_Complete File_07222016_20160722

Water Resources
ENVIRONMENTAL QUALITY
July 22, 2016
Mr. David Gray
Bright Water LLC
378 Ambler School Rd.
Marietta, SC 29661
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Sea error•
S. JAY ZIMMERMAN
Director
Subject: Issuance of NPDES Permit NCO088404
The Rapids at French Broad
Class WW-2
Buncombe County
Dear Mr. Gray:
The Division of Water Resources (the Division) hereby issues the attached NPDES permit for the
subject facility. This permit is issued pursuant to the requirements of North Carolina General
Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency dated October 15, 2007, or as subsequently amended.
We have made the following updates to your previous permit:
➢ Section A. (2) has been added to require electronic submission of effluent data. Federal
regulations require electronic submittal of all discharge monitoring reports (DMRs), effective
December 21, 2016.
➢ Updated parameter codes have been included.
➢ Regulatory citations have been added to the permit.
➢ An updated outfall map has been included.
➢ The stream index number has been updated to [6-(54.75)].
We have made the following updates since the draft permit:
➢ The correct NPDES permit number had been included on the updated outfall map.
➢ On page 2 of 6, the word existing has been removed in part 1 and now reads "Operate an
0.0022 MGD extended aeration package plant..." since the system is proposed and not
currently built.
➢ The facility name has been updated from Rapids at French Broad WWTP to The Rapids at
French Broad, as it appears on the renewal application.
Starting on December 21, 2016, federal regulations require electronic submittal of all discharge
monitoring reports (DMRs) and specify that, if a state does not establish a system to receive such
submittals, then permittees must submit DMRs electronically to the Environmental Protection
Agency (EPA). The final NPDES Electronic Reporting Rule was adopted and became effective on
December 21, 2015.
The requirement to begin reporting discharge monitoring data electronically using the NC DWR's
Electronic Discharge Monitoring Report (eDMR) internet application has been added to your final
NPDES permit. [See A. (2)] For information on eDMR, registering for eDMR and obtaining an
eDMR user account, please visit the following web page:
http://deg.nc.gov/about/divisions/water-resources/edmr.
State of North Carolina I Environmental Quality I Water Resources
1617 Mail service Center I Raleigh, North Carolina 27699-1617
919 807 6300

For more information on EPXs final NPDES Electronic Reporting Rule, please visit the following
web site:
http://www2. epa. aov/compliance/final-national-p ollutant-discharge-elimination-system-np des
electronic -reporting -rule.
If any parts, measurement frequencies, or sampling requirements contained in this permit are
unacceptable, you have the right to an adjudicatory hearing, upon written request submitted within
thirty (30) days after receiving this letter. Your request must take the form of a written petition
conforming to Chapter 150B of North Carolina General Statutes, and you must file it with the Office
of Administrative Hearings, 6714 Mail Service Center, Raleigh, North Carolina 27699-6714. Unless
such a demand is made, this permit shall remain final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may
require modification or revocation and reissuance of the permit. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Resources or
any other Federal, State, or Local governmental permits that may be required.
If you have questions, or if we can be of further service, please contact Jennifer Busam at
([e-mail]] or call [phone].
;T.,
ally,
S. mmerman, P.G ec o
Division of Water Resources, NCDEQ
Enclosure: NPDES Permit NC0088404 (Issuance Final)
hc: Central Files
NPDES Program Files
ARO Files
ec: Mr. David Gray [[e-mail]]

Permit NCO088404
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other
lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control
Act, as amended,
Bright Water, LLC
is hereby authorized to discharge wastewater from a facility located at the
The Rapids at French Broad
NC-HWY 251 and Monticello Road
Weaverville
Buncombe County
to receiving waters designated as the French Broad River in subbasin 04-03-02 of the
French Broad River Basin in accordance with effluent limitations, monitoring requirements,
and other conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective September 1, 2016.
This permit and authorization to discharge shall expire at midnight on October 31, 2020.
Signed this day July 22, 2016.
S4dy Zimmerman, P.G. , Direc
ivision of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 6

Permit NCO088404
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are
hereby revoked, and as of this issuance, any previously issued permit bearing this number
is no longer effective. Therefore, the exclusive authority to operate and discharge from this
facility arises under the permit conditions, requirements, terms, and provisions included
herein.
Bright Water, LLC
is hereby authorized to:
1. Operate an 0.0022 MGD extended aeration package plant located on NC -
Highway 251 and Monticello Road at the Rapids at French Broad WWTP in
Buncombe County.
2. After receiving an Authorization to Construct (ATC) permit from the Division,
construct and operate the facilities needed to meet the 0.0022 MGD flow,
effluent limitations and conditions in the permit; and after submitting an
engineering authorization (EA) documenting compliance with the ATC.
3. Discharge from said treatment works via Outfall 001, at the location specified
on the attached map into the French Broad River [6-(54.75)] currently
classified B waters in subbasin 04-03-02 [HUC: 0601010509] of the French
Broad River Basin.
Page 2 of 6

Permit NCO088404
Part I
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
[15A NCAC 02B.0400 et seq., 15A NCAC 02B.0500 et seq.]
Beginning with the permit effective date and lasting until expiration, the Permittee is
authorized to discharge treated domestic wastewater from Outfall 001. Such
discharges shall be limited and monitored' by the Permittee as specified below:
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITATIONS
MONITORING REQUIREMENTS
Monthly
Daily
Measurement
Sample
Sample
Parameter Code
Average
Maximum
Frequency
Type
Location
Flow 50050
0.0022 MGD
Continuous
Recording
Influent or
Effluent
BOD, 5-day, (20°C) C0310
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Total Suspended Solids C0530
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Fecal Coliform
31616
(geometric mean)
200/100 ml
400/100 ml
Weekly
Grab
Effluent
Total Nitrogen C0600
Semi -Annual
Grab
Effluent
Total Phosphorus C0655
Semi -Annual
Grab
Effluent
Total Residual Chlorine 2 50060
28 pg/L
2/Week
Grab
Effluent
Temperature (°C) 00010
Weekly
Grab
Effluent
pH 00400
'— 6.0 and < 9.0 standard
Weekly
Grab
Effluent
units
Footnotes:
1. No later than December 21, 2016, the permittee shall begin submitting discharge
monitoring reports electronically using the NC DWR's eDMR application system
[see A. (2)].
2. The Division shall consider all effluent TRC values reported below 50 lag/ L to be in
compliance with the permit. However, the Permittee shall continue to record and
submit all values reported by a North Carolina certified laboratory (including field
certified), even if these values fall below 50 lag/L.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN
TRACE AMOUNTS.
Page 3 of 6

Permit NCO088404
A. (2) ELECTRONIC REPORTING OF MONITORING REPORTS
[NCGS 143-215.1 (b)]
Federal regulations require electronic submittal of all discharge monitoring reports
(DMRs) and program reports and specify that, if a state does not establish a system
to receive such submittals, then permittees must submit monitoring data and reports
electronically to the Environmental Protection Agency (EPA). The final NPDES
Electronic Reporting Rule was adopted and became effective on December 21, 2015.
NOTE: This special condition supplements or supersedes the following sections
within Part II of this permit (Standard Conditions for NPDES Permits):
• Section B. (11.) Signatory Requirements
• Section D. (2.) Reporting
• Section D. (6.) Records Retention
• Section E. (5.) Monitoring Reports
1. Reportinjg Requirements (Supersedes Section D. (2.) and Section E. (5) (a)]
Effective December 21, 2016, the permittee shall report discharge monitoring data
electronically using the NC DWR's Electronic Discharge Monitoring Report (eDMR)
internet application.
Monitoring results obtained during the previous month(s) shall be summarized for
each month and submitted electronically using eDMR. The eDMR system allows
permitted facilities to enter monitoring data and submit DMRs electronically using
the internet. Until such time that the state's eDMR application is compliant with
EPA's Cross -Media Electronic Reporting Regulation (CROMERR), permittees will be
required to submit all discharge monitoring data to the state electronically using
eDMR and will be required to complete the eDMR submission by printing, signing,
and submitting one signed original and a copy of the computer printed eDMR to the
following address:
NC DEQ / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or
due to the facility being physically located in an area where less than 10 percent of
the households have broadband access, then a temporary waiver from the NPDES
electronic reporting requirements may be granted and discharge monitoring data may
be submitted on paper DMR forms (MR 1, 1. 1, 2, 3) or alternative forms approved by
the Director. Duplicate signed copies shall be submitted to the mailing address
above. See "How to Request a Waiver from Electronic Reporting" section below.
Page 4 of 6

Permit NCO088404
Regardless of the submission method, the first DMR is due on the last day of the
month following the issuance of the permit or in the case of a new facility, on the last
day of the month following the commencement of discharge.
Starting on December 21, 2020, the permittee must electronically report the
following compliance monitoring data and reports, when applicable:
• Sewer Overflow/Bypass Event Reports;
• Pretreatment Program Annual Reports; and
• Clean Water Act (CWA) Section 316(b) Annual Reports.
The permittee may seek an electronic reporting waiver from the Division (see "How to
Request a Waiver from Electronic Reporting" section below).
2. Electronic Submissions
In accordance with 40 CFR 122.41(1)(9), the permittee must identify the initial
recipient at the time of each electronic submission. The permittee should use the
EPA's website resources to identify the initial recipient for the electronic submission.
Initial recipient of electronic NPDES information from NPDES-regulated facilities
means the entity (EPA or the state authorized by EPA to implement the NPDES
program) that is the designated entity for receiving electronic NPDES data [see 40
CFR 127.2(b)].
EPA plans to establish a website that will also link to the appropriate electronic
reporting tool for each type of electronic submission and for each state. Instructions
on how to access and use the appropriate electronic reporting tool will be available as
well. Information on EPA's NPDES Electronic Reporting Rule is found at:
http://www2.epa.gov/compliance/final-national-pollutant-discharge elimination
system-npdes-electronic-reporting- rule.
Electronic submissions must start by the dates listed in the "Reporting
Requirements" section above.
3. _How to Request a Waiver from Electronic Reporting
The permittee may seek a temporary electronic reporting waiver from the Division. To
obtain an electronic reporting waiver, a permittee must first submit an electronic
reporting waiver request to the Division. Requests for temporary electronic reporting
waivers must be submitted in writing to the Division for written approval at least
sixty (60) days prior to the date the facility would be required under this permit to
begin submitting monitoring data and reports. The duration of a temporary waiver
shall not exceed 5 years and shall thereupon expire. At such time, monitoring data
and reports shall be submitted electronically to the Division unless the permittee re-
applies for and is granted a new temporary electronic reporting waiver by the
Division. Approved electronic reporting waivers are not transferrable. Only
permittees with an approved reporting waiver request may submit monitoring data
and reports on paper to the Division for the period that the approved reporting waiver
request is effective.
Page 5 of 6

Permit NCO088404
Information on eDMR and the application for a temporary electronic reporting waiver
are found on the following web page:
http: / /deg.nc.gov/about/divisions/water-resources/edmr
4. Signatory Requirements [Supplements Section B. (11.) (b) and Supersedes
Section B. (11.) (d)]
All eDMRs submitted to the permit issuing authority shall be signed by a person
described in Part II, Section B. (11.)(a) or by a duly authorized representative of that
person as described in Part II, Section B. (11.)(b). A person, and not a position, must
be delegated signatory authority for eDMR reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an
eDMR user account and login credentials to access the eDMR system. For more
information on North Carolina's eDMR system, registering for eDMR and obtaining an
eDMR user account, please visit the following web page:
http: //deg.nc.gov/about/divisions/water-resources/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR
system shall make the following certification [40 CFR 122.22]. NO OTHER
STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
7 certify, under penalty of law, that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gather and evaluate the information submitted. Based on
my inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fines
and imprisonment for knowing violations."
5. Records Retention [Supplements Section D. (6.)]
The permittee shall retain records of all Discharge Monitoring Reports, including
eDMR submissions. These records or copies shall be maintained for a period of at
least 3 years from the date of the report. This period may be extended by request of
the Director at any time [40 CFR 122.41].
Page 6 of 6

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FACT SHEET FOR EXPEDITED PERMIT RENEWALS
This form must be completed by Permit Writers for all expedited permits which do not require
full Fact Sheets. Expedited permits are generally simple 100% domestics (e.g., schools, mobile
home parks, etc) that can be administratively renewed with minor changes, but can include
facilities with more complex issues (Special Conditions, 303(d) listed water, toxicity testing,
instream monitoring, compliance concerns).
Basic Information for Expedited Permit Renewals
Permit Writer/Date
Jennifer D. Busam — 5/11/2016
Permit Number
NC0088404
Facility Name
The Rapids at French Broad
Basin Name/Sub-basin number
French Broad / 04-03-02
Receiving Stream
French Broad River
Stream Classification in Permit
B I Stream Index: 6-(54.75)
Does permit need Daily Max NH3 limits?
No — none resent
Does permit need TRC limits/language?
No — already resent
Does permit have toxicity testing?
No
Does permit have Special Conditions?
No
Does permit have instream monitoring?
No
Is the stream impaired (on 303(d) list)?
No
Any obvious compliance concerns?
No. No enforcements during the current
permit cycle. This is a proposed system.
Any permit mods since lastpermit?
No
New expiration date
10/31/2020
Changes to 2011 Permit?
Added eDMR requirements
Added regulatory citations
Changed stream index number from 6-(54.5)
to 6-(54.75)
Created a new outfall map
Parameter codes have been updated
Changes to Draft Permit?
•�,(ryUr Wii Oil & U 11P.
Most Commonly Used Expedited Language: A ,wqAt qpdalt101r dQ( a Mfp
• 303(d) lanimee for Draft/Final Cover Letters: "Please note that the receiving stream
is listed as an impaired waterbody on the North Carolina 303(d) Impaired Waters List.
Addressing impaired waters is a high priority with the Division, and instream data will
continue to be evaluated. If there is noncompliance with permitted effluent limits and
stream impairment can be attributed to your facility, then mitigative measures may be
required".
• TRC lanauat!e for Compliance Level for Cover Letters/Effluent Sheet Footnote:
"The facility shall report all effluent TRC values reported by a NC certified laboratory
including field certified. However, effluent values below 50 µg/L will be treated as zero
for compliance purposes."

ASFIEVii I E
CITIZEN TIMES
VOICE OF THE MOUNTAINS • CfTIZEN-TIMES.com
AFFIDAVIT OF PUBLICATION
BUNCOMBE COUNTY
SS.
NORTH CAROLINA
Public Notice
North Carolina
Unit Environmental
Before the undersigned, a Notary Public of said County and
Mana9emefN Commission/NPDES
Rall.Mgh'NC 27c699-1617r
State, duly commissioned, qualified and authorized by law
Notice of Intent fo Issue a NPDES Wastewater
Permit
to administer oaths, personally appeared Kelly Loveland,
The North Carolina Environmental Manage-
ment Commission proposes +o 'j, to a
to the
who, being first duly sworn, deposes and says: that she is
NPDES wastewater discharge permit
rsonfs) listed below. Written comments
pe
regarding the proposed permit will a ac-
30 days after the publish date of
the Staff Accountant of The Asheville Citizen -Times,
cepted until
this notice. The Director of the NC Division
of Wafer Resources (DWR) may ho,d a put".
engaged in publication of a newspaper known as The
tic hearing should there be d significant de-
gree of public interest. Please mail cam-
and/or information requests to DWR
Asheville Citizen -Times, published, issued, and entered as
ments
of the above adtlress. Interested persons
may visit the DWR a, 5w fo Salisbury
information
first class mail in the City of Asheville, in said County and
Street, Raleigh, NC to review
r
file. Additional information on NPDES per
is and this ^°fire may be found an our
State; that she is authorized to make this affidavit and
website: http://tleq.nc.gov!about/division-
s/water-resources/water-resources-permit-
s/wastewater-branch/npdes-wastewater/pu-
sworn statement; that the notice or other legal
Dlic•notices,or by calling [phone].
Bright Water LLC has requested renewal of
NC00BB404 for Rapids of French
advertisement, a true copy of which is attached hereto, was
permit
Broad WWTP! Buncombe County. Facility
tlischgr Br to the Fmnch Broad Rivers
Broad River Basin. Two parameters
published in The Asheville Citizen -Times on the
French
are water quality limitetl.
Town of Spruce Pine requestetl to renew
WTP, 95 Clearwater
following date: May 19th 2016. And that the said
permit NCOOV767 for its
in Mitchell ounty proposed to dis-
C
lane
r-backwa$h wvert weate,
newspaper in which said notice, paper, document or legal
to°aneunnramedtrib
French Broad i Rver Basin.
Dogwood Trails HOA has requested renewal
advertisement was published was, at the time of each and
of permit NC00651.6 for t;he pe matted to
WWTP/ Haywootl County;
discharges to Evans Branch/ French
every publication, a newspaper meeting all of the
ciW
Broad River Basin. Three parameters are
water quality limited.
W. Price has applied for renewal of
requirements and qualifications of Section 1-597 of the
Michael
per NCi)l 5 for the Price Sand Filter
System in Jackson County. The permit+ed
to
General Statues of North Carolina and was a qualified
discharge is treated domestic wastewater
on unnamed tributary to West Fork Tucka-
segee River in the Little Tennessee River
newspaper within the meaning of Section 1-597 of the
Basin. (3819
Ma 19 2016
General Statutes of North Carolina.
Signed this 19" day of May, 2016
(Signature of person
Sworn to and subicribed before me the 19a' day of May,
2016.1
k�Ktary Public)
y Commi sion expires the 5tb day of October, 2018.
OY
[phone] 1 [phone] FAX NOTARY
14 O. HENRY AVE. P.O. BOX 2090 1 ASHEVILLE, NC 28802 1 [phone]
k PUBLIC V.
�j caiwErr .•-� ,.
. C'�tiIBE G�. t�,,•

4/04/2016
RENEWAL REQUEST COVER LETTER
From: David Gray, Manager for Bright Water LLC
Email dave�usbob.com
Phone [phone]
Address 378 Ambler School Rd, Marietta SC 29661
RECEIVED/NCDEQ/DWR
APR 0 7 2016
water Q Sect on
Permitting
To Whom It May Concern, I am requesting renewal of NPDES permit NC0088404. No
changes have occurred since the issuance of the last permit, the facility is (Proposed, Not
Built).
Sincerely,
David Gray
for Bright Water LLC

gyp!
4/04/2016
SLUDGE MANAGEMENT PLAN
NPDES Permit NCO088404
From: David Gray, Manager for Bright Water LLC
Email daveausbob.com
Phone [phone]
Address 378 Ambler School Rd, Marietta SC 29661
To Whom It May Concern, this facility does not produce any sludge or solids,
(Proposed, Not Built).
Sincerely,
d Gray Manager or Bright Water LLC

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit NCO088404
If you are completing this form in computer use the TAB key or the up — down arrows to move from one field to the next. To
check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
Bright Water LLC
Facility Name The Rapids at French Broad
Mailing Address 378 Ambler School Rd
City Pickens
State / Zip Code SC 29661
Telephone Number [phone]
Fax Number NA
e-mail Address dave(a—;usbob.com
2. Location of facility producing discharge: PROPOSED, 6 homes / 3 bedrooms each
Check here if same address as above O
Street Address or State Road Old US 25 & 70 (Hwy 251) and Monticello Rd.
City
State / Zip Code NC
County Buncombe
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible Charge or ORC)
Name PPROPOSED SYSTEM
Mailing Address
City
State / Zip Code
Telephone Number ( )
Fax Number ( )
e-mail Address
1 of 4 Form-D
11112

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater:
Facility Generating_ Wastewater(check all that apply):
Industrial
❑
Number of Employees
Commercial
❑
Number of Employees
Residential
0
Number of Homes 6
School
❑
Number of Students/Staff
Other
❑
Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers, restaurants, etc.):
Subdivision
Number of persons served: 24
5. Type of collection system
Z Separate (sanitary sewer only)
6. Outfall Information:
❑ Combined (storm sewer and sanitary sewer)
Number of separate discharge points 1
Outfall Identification number(s) 001
Is the outfall equipped with a diffuser? ❑ Yes ❑ No PROPOSED, NOT BUII.T
7. Name of receiving stream(s) (NEW Wp icants: Provide a map showing the exact location of each outfall):
French Broad River
8. Frequency of Discharge: ❑ Continuous ❑x Intermittent
If intermittent:
Days per week discharge occurs: 7 Duration: year round
9. Describe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and phosphorus. If the
space provided is not sufficient, attach the description of the treatment system in a separate sheet of paper.
Proposed extended aeration package with chlorination and dechlorination system.
2 of 4 Form-D
11/12

C c,-i
NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow .0022 MGD
Annual Average daily flow 0 MGD (for the previous 3 years) NOT CONSTRUCTED
Maximum daily flow 0 MGD (for the previous 3 years) NOT CONSTRUCTED
11. Is this facility located on Indian country?
❑ Yes Z No
12. Effluent Data NO DATA — PROPOSED, NOT BUILT
NEWAPPLIC.4NTS: Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab samples, for all other
parameters 24-hour composite sampling shall be used. If more than one analysis is reported, report daily maximum and monthly
average. If only one analysis is reported, report as daily maximum.
RENEWAL APPLICANTS: Provide the highest single reading (Daily Maximum) and Monthly Average over the past 36
months for parameters currently in vour permit. Mark other parameters ",VA ".
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BODS)
No Data
Fecal Coliform
Total Suspended Solids
Temperature (Summer)
Temperature (Winter)
pH
13. List all permits, construction approvals and/or applications:
Type Permit Number Type
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES NCO088404
PSD (CAA)
Non -attainment program (CAA)
14. APPLICANT CERTIFICATION
NESHAPS (CAA)
Ocean Dumping (MPRSA)
Dredge or fill (Section 404 or CWA)
Other
Permit Number
I certify that I am familiar with the information contained in the application and that to the best of mN knowledge
and belief such information is true, complete, and accurate.
David Gray Manager for Bright Water LLC
Printed name of Person Signing _ Title
of Applicant / N / Date
North Carolina General Statute 143-215,6 (b)(2) states: Any person who knowingly makes any false statement
representation, or certification in any application, record, report, plan, or other document files or required to be
maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or
who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to
be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing
3 of 4 Form-D
11/12

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. David Gray, President
Bright Water, LLC
5 Highland Place
Asheville, North Carolina 28804
Dear Mr. Gray:
Division of Water Quality
Coleen H. Sullins
Director
November 18, 2010
Subject: NPDES PERMIT ISSUANCE
Permit Number NCO088404
Rapids at French Broad WWTP
Buncombe County
Dee Freeman
Secretary
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached final NPDES discharge permit. This permit is
issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum
of Agreement between North Carolina and the U.S. Environmental Protection Agency dated October 15,
2007 (or as subsequently amended).
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty
(30) days following receipt of this letter. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such
demand is made, this permit shall be final and binding.
Please take notice that this permit is not transferable. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or permits
required by the Division of Land Resources, Coastal Area Management Act, or any other Federal or
Local governmental permits which may be required.
If you have any questions or need additional information, please do not hesitate to contact
Maureen Scardina of my staff at [phone].
Sincerely,
Coleen H. Sullins
Director, Division of Water Quality
cc: Central Files
NPDES Unit Files
Asheville Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service:1-877.623-6748
Internet: http://portal.ncdenr.org/web/wq/home
One
NorthCarolina
Naturally
An Equal Opportunity 1 Affirmative Action Employer

. Permit NCO088440
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
Bright Water, LLC
is hereby authorized to discharge wastewater from a facility located at the
Rapids at French Broad WWTP
Old US 25 &70 and Monticello Rd.
Weaverville
Buncombe County
to receiving waters designated as French Broad River in the French Broad River Basin in accordance
with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and
IV hereof.
This permit shall become effective January 1, 2011.
This permit and authorization to discharge shall expire at midnight on October 30, 2015.
Signed this day November 18, 2010.
/ Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC008844,0
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
permit conditions, requirements, terms, and provisions included herein.
Bright Water, LLC is hereby authorized to:
1. Operate an existing 0.0022 MGD extended aeration package plant located on Old US 25 at Rapids
at French Broad WWTP in Buncombe County.
2. After receiving an Authorization to Construct permit from the Division, construct wastewater
treatment facilities not to exceed 0.0022 MGD design flow.
3. After submitting an Engineer's Certification, discharge from said treatment works at the location
specified on the attached map into French Broad River, a class B water in the French Broad River
Basin.

Bright Water LLC
Rapids at French Broad
County:
Brunswick Stream Class:
B
Receiving Stream:
French Broad River Sub -Basin:
04-03-02
Latitude:
3S° 41' 44" Grid/Quad:
E08NE/Weaverville
Loneitude:
82' 36' 49" HUC M
0601010S
Facility
Location
(not to scale)
NORTH NPDES Permit: NCO088404

Permit NCO088440
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning upon completion of the construction of WWTP and lasting until
expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited
and monitored by the Permittee as specified below:
EFFLUENT
LD41TS
MONITORING REQUIREMENTS
CHARACTERISTICS
Monthly
Daily
Measurement
Sample
Sample
Parameter Code
Avera a
Maximum
Frequency
Type
Location
Flow
Fl ow
0.0022 MGD
Continuous
Recording
Influent or Effluent
DOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
00310
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
00530
Fecal Coliform (geometric mean)
200/100 mL
'400/100 mL
Weekly
Grab
Effluent
31616
Total Residual Chlorine
28 µg/L
2/Week
Grab
Effluent
50060
Total Nitrogen
Semi -Annual
Grab
Effluent
00600
Total Phosphorus
Semi -Annual
Grab
Effluent
00665
Temperature (°C)
Weekly
Grab
Effluent
00010
pH
Not < 6.0 nor > 9.0
Weekly
Grab
Effluent
00400
standard units
Footnotes:
1. Limit and monitoring applies only if chlorine is added for disinfection. Please note that the Division
shall consider all effluent TRC values reported below 50 ug/l to be in compliance with the permit.
However, the Permittee shall continue to record and submit all values reported by a North Carolina
certified laboratory (including field certified), even if these values fall below 50 ug/l.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS

Facilitv information
NPDES permit #: NCO088404 Buncombe County
Facility name: The Rapids at French Broad WWTP -
Bright Water, LLC
WWTP class: II
Note: This facility has not been constructed as of August 16, 2010.
WWTP type:
WWTP location:
Responsible official:
Responsible " 's title:
Mailing address:
Phone numbers
828-230-1449
828-253-5511
828-252-8252
Operator information
ORC & grade:
Back-up ORC & grade:
Permit information
Date issued:
Expiration date:
Stream information
Stream & river basin:
Sub -basin:
Stream classification:
Instream Waste Conc.:
Summer 7Q10 cfs:
Other information
Directions:
0.0022 MGD WWTP (after receiving ATC)
Old US 25 & 70 Hwy & Monticello Rd., Weaverville
David Gray
President
PO Box 4355; Asheville, NC 28805
S. David Gray
71
" — fax
8-1-2007
10-30-2010
(not the attorney: David Gray)
French Broad; French Broad River Basin
04-03-02 Quad: Weaverville Grid: E 8 NE
B Drainage area sq mi: 1050
0.0007% Average stream flow: 2300
470 Winter 7Q10 cfs: 630

Frazier, Wanda
From:
Sent:
To:
Cc:
Subject:
Attachments:
Hi Maureen,
Frazier, Wanda
Tuesday, September 14, 2010 5.04 PM
Scardina, Maureen
Edwards, Roger
RE: DRAFT Permit: NCO088404 Rapids at French Broad
WWTP
88404 a cover page 2010.doc; NCO088404-DRAFT
Permit_2010. pdf
As you know, I spoke with Mr. Gray several times recently, in an effort to get him to send in the renewal
request and pay the annual fee.
During my last conversation, I instructed told him how to submit the Sludge Management Plan to your email
address.
You should have everything by now.
The Supplement to permit cover page indicates that this is an "existing' facility. As you know, this
facility has not been constructed.
I feel that everything else in the attached documents is accurate.
ARO recommends renewal of this permit.
Let me know if you have questions or comments.
Thanks,
Wanda
Wanda Frazier
Email: [e-mail]
North Carolina Department of
Environment and Natural Resources
Asheville Regional Office
Division of Water Quality
1

Surface Water Protection Section
2090 US 70 Highway
Swannanoa, NC 28778
Switchboard: 828-296-4500 x 4662
Direct line: 828-296-4662
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
therefore may be disclosed to third parties.
From: Edwards, Roger
Sent: Tuesday, September 07, 2010 10:21 AM
To: Frazier, Wanda
Subject: FW: DRAFT Permit: NC0088404 Rapids at French Broad WWTP
Please review and comments on this permit renewal.
Thanks,
Roger Edwards - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
therefore may be disclosed to third parties.
From: Scardina, Maureen
Sent: Friday, September 03, 2010 1:40 PM
To: Edwards, Roger
Cc: Frazier, Wanda; Reid, Steve
Subject: DRAFT Permit: NC0088404 Rapids at French Broad WWTP
Attached is a draft permit scheduled to go to public notice on September 15. Please forward to appropriate staff for
review/comment.
Thank you,
Maureen
K

Public Notice
North Carolina Environmental Management
Commission/NPDES Unit
1617 Mail Service Center
Raleigh NC 2769Y1617
Notice of'Intent to Issue a
NPDES Wastewater Permit
or
In
is
ASHEVRIE
CITIZEN T ES
VOICE OF THE MOUNTAINS a CIT[ZEN-T[MES.com
AFFIDAVIT OF PUBLICATION
BUNCOMBE COUNTY
SS.
NORTH CAROLINA
Before the undersigned, a Notary Public of said County and
State, duly commissioned, qualified and authorized by law
to administer oaths, personally appeared Anne Gardner,
who, being first duly sworn, deposes and says: that she is
the Legal Billing Clerk of The Asheville Citizen -Times,
engaged in publication of a newspaper known as The
Asheville Citizen -Times, published, issued, and entered as
second class mail in the City of Asheville, in said County
and State; that she is authorized to make this affidavit and
sworn statement; that the notice or other legal
advertisement, a true copy of which is attached hereto, was
published in The Asheville Citizen -Times on the
following date: September 17, 2010. And that the said
newspaper in which said notice, paper, document or legal
advertisement was published was, at the time of each and
every publication, a newspaper meeting all of the
requirements and qualifications of Section 1-597 of the
General Statues of North Carolina and was a qualified
newspaper within the meaning of Section 1-597 of the
General Statues of North Carolina.
Signed this 17th day of September, 2010.
(Signature of person making affidavit)
Sworn to and subscribed
2010./.
me the 17th day of September,
My Commission expires the 5th day of October, 2013
[phone] 1 ' [phone] FAX
14 O. HENRY AVE. I P.O. BOX 2090 1 ASHEVILLE, NC 28802 1 [phone]
C) GANWR

. Scardina, Maureen
From: Dave [dvgray1 @charter.net]
Sent: Friday, September 03, 2010 12:44 PM
To: Scardina, Maureen
Subject: Bright Water LLC
To: Maureen Scardina
From: David Gray
Bright Water LLC
To Whom it may concern, if our facility is built there will be sludge management plan. The
excess solids will be pumped by a commercial hauler and deposited at the MSD. If you need any
more info please call me at 828 230-1449
1

NP'DES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic
Mail the complete application to:
N. C. DENR / Division of Water Quality / NPD&
1617 Mail Service Center, Raleigh, NC 27699-
000,rXid"
If you are completing this form in computer use the TAB key.or the up -
fieid to the next. To check the boxes, click your mouse on top of the box C
1. Contact Information:
r
•o� � � � r
L SEP - 7 2010 i X
%1,ATE;l G UAUTY SECTION
41L 0 F ICE
n, rrgwsao move from.one
3e", please print or type.
Owner Name
BY, At 4 tt-, L-LC
Facility Name
a s at
Mailing Address
s �e� \
City
State / Zip Code
Telephone Number
) c� ) ZL:� ;75
Fax Number
e-mail Address
2. location of facility producing discharge: Prropo S^e l (o qot, ?_%
Check here if same address as above ❑
Street Address or State Road . �� l�
u, taw ZS
City a
State / Zip Code
County
[ UUhUA��
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible Charge or ORC)
Name f Yr,bc�Se Scs,��C2xr�
Mailing Address
City
State / Zip Code
Telephone Number ( )
Fax Number ( )
AUG 2 3 2010
1 of 3 Form-0 OW8

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater.
Facility Generating Wastewater(check all that appiyr
Industrial
❑
Number of Employees
Commercial
❑
Number of Employees
Residential
[
Number of Homes
School
❑
Number of Students/Staff
Other
❑
Explain:
Describe the source(s) of wastewater (example =subdiisionmobile home park, shopping centers,
restaurants, etc.):
Population served: ZLA
S. rZarate
f collection system
(sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points
Outfall Identification numbers) (34 j
Is the outfall equipped with a diffuser? ❑ Yes ❑ No c
7. Name of receivingpstream(s) (Provide a map showing the exact location of each outfall�
E�(' t pY-nal
8. Frequency of Discharge: ❑ Continuous Intermittent
If intermittent:
Days per week discharge occursT_ Duration: Sdwf VC. u ri a
9. beSCribe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
1 ropoSed �.X�ev��,� UeYo„`t'i�n �uc,kct,e. �.�1
G�n�oY11��f14�i�ovl alb A'A;On
2 of 3 Form-D 05108

mug co euiu b:dimm aea e5e-5511 N.')
NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow • Oa 2-?MGD
Annual Average daily flow MGD (for the previous 3 _years) rot Lor�Si'rUG��d
Maximum daily flow MGD (for the previous 3 years) Ao t C.- oske Uct4�
11. Is this facility located on Wian country?
❑ Yes [5� No
12. Effluent Data N ��� j ,na-r 6"''A-
a b�tov --. �°
Provide data for the parameters listed. Fecal Conform, Temperature and pH shall be grab samples, for all other
parameters 24-hour composite sampling shall be used. If more than one analysis is reported, report daily maximum
and monthly average. If only one analysis is reported, report as daily maximum
Parameter
_
Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BODs)
e a
Fecal Coliform
Total Suspended Solids
Temperature (Summer)
Temperature (Winter)
pH
13. List all permits, construction approvals and/or applications:
Type Permit Number Type
Hazardous Waste (RCRA) NESHAPS (CAA)
UIC (SDWA) Ocean Dumping (MPRSA)
NPDES G Dredge or fill (Section 404 or CWA)
PSD (CAA) Other
Non -attainment program (CAA)
14. APPLICANT CERTIFICATION
Permit Number
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
name of Perch Signing
of A
Ti
-IA41iv Z/-4f
Date
North Carolina General Stafte 143-215.6 (b)(2) states: Any person who knowingly makes any false statement representation, or certification in any
application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management
Commission Implementing that Article, or. who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be
guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001
provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.►
3 of 3 Fofm•D 05/08

FACT SHEET FOR EXPEDITED PERMIT RENEWALS
This form must be completed by Permit Writers for all expedited permits which do not require
full Fact Sheets. Expedited permits are generally simple 100% domestics (e.g., schools, mobile
home parks, etc) that can be administratively renewed with minor changes, but can include
facilities with more complex issues (Special Conditions, 303(d) listed water, toxicity testing,
instream monitoring, compliance concerns).
Basic Information for Ex edited Permit Renewals
Permit Writer/Date
Permit Number
Ir,nn
3,W 1)
Facility Name
(n
Basin Name/Sub-basin number
Fr
Receiving Stream
3
✓e
Stream Classification in Permit
Does permit need Daily Max NH3 limits?
Does permit need TRC li e
e-6 No
If Yes, add TRC language below
Does permit have toxicity tes '
Yes ZGT
If Yes, attach tox data summary
Does permit have Special Conditions?
Yes
If Yes, discuss with Supervisor
Does permit have instream monitorin ?
Yes
If Yes, attach data summary
Is the stream impaired (on 303(d) list)? For
whatparameter?
Ye,5( '
If Yes, add 303(d) language below
Any obvious compliance concerns?
Attach BIMS Report; discuss with Region
Any permit mods since lastpermit?
/VD
Current expiration date
I d
New expiration date
DWI
Comments received on Draft Permit?
Y s No If Yes, discuss response with
Supervisor
Most Commonly Used Expedited Language:
• 303(d) language for Draft/Final Cover Letters: "Please note that the receiving stream
is listed as an impaired waterbody on the North Carolina 303(d) Impaired Waters List.
Addressing impaired waters is a high priority with the Division, and instream data will
continue to be evaluated. If there is noncompliance with permitted effluent limits and
stream impairment can be attributed to your facility, then mitigative measures may be
required".
• TRC language for Compliance Level for Cover Letters/Effluent Sheet Footnote:
"The facility shall report all effluent TRC values reported by a NC certified laboratory
including field certified. However, effluent values below 50 ug/l will be treated as zero
for compliance purposes."
BIMS Compliance Download: Queries>Reports>Violations>Monitor Report Violations>Limit
Violations for Past 3 Years
Reminder: Permits that are not subject to expedited renewal include the following: 1) Major
Facility (municipal/industrial); 2) Minor Municipals with pretreatment program; 3)
Minor Industrials subject to Fed Effluent Guidelines (lb/day limits for BOD, TSS, etc); 4)
Limits based on reasonable potential analysis (metals, GW remediation organics); 5)
Permitted flow > 0.5 MGD (requires full Fact Sheet); 6) permits determined by Supervisor to be
outside expedited process.
Note: This sheet is located on NPDES Server/CurrentVersions/Expedited Fact Sheet May2010

Aug 23 2010 9:26AM 828 253-5511 p.2
NPDES APPLICATION - FORM D
For privately owned treatment systems treating 1009'6 domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit PC00
If you are completing this form in computer use the TAB key or the up - down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
Y� "'f\A
Facility Narne.
t
I;b Ott
Mailing Address
City
-
r
�4 : V_
State / Zip Code
N C
Telephone Number
ZL:� 3 .. (n,5
Fax Number
e-mail Address
2. Location of facility producing discharge: 40men
Check here if same address as above ❑
Street Address or State Road Zco
City
State / Zip Code
County
EUNCOA�
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible Charge. or ORC)
Name
Mailing AddressIff
City
D
State / Zip Code A U G 2 3 2010
Telephone Number
Fax Number
1of3
E g_V'jC—
C
c LL _ u`
�
Form-D 05/08

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater:
Facility Generating Wastewater(check all that at)plyJ.
Industria-
❑
Number of Emplovees
Commercial
❑
Number of Employees
Residential
[Y�
Number of Homes
School
❑
Number of Students/Staff
Other
❑
Fxplain:
Describe the source(s) of wastewater (example =subdivisionmobile home park, shopping centers,
restaurants, etc.):
Population served: 2�
S. Ty 7separateof collection system
(sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points
Outfall Identification number(s) 00 t 1
Is the outfall equipped with a diffuser? ❑ Yes ❑ No fro
7. Name of receiving
Dstreat+m(s)) (Provide a mj.
map showing the exact location of each outfall
Ec-f.M1C P_ CQ E-f
8. Frequency of Discharge: ❑ Continuous [?( Intermittent
If intermittent: t
Days per week discharge occurs: 77 Duration: �_mN o� q d
9. Describe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
6�r ncA oh
2 of 3
'orm-D W08
b'd iTSS-ESZ Sz8 Wd9e:B 010a EZ 2nH

.Rug 23 2010 9:26AM 828 253-5511 p.3
NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow - C�d 1-2-MGD
Annual Average daily flow ;3 MGD (for the previous 3 years) Po
Maximum daily flow MGD (for the previous 3 years) t10 t C.'- 'n5�r uc:V4
11. Is this facility located on Indian country?
❑ Yes No
12. Effluent Data �} � Qr: j- 1 Aot b.+ li
Provide data for the parameters listed Fecal Coliform, Temperature and pH shall be grab samples; for all other
parameters 24-hour composite sampling shall be used. If more than one analysis is reported, report daily maximum
and monthly average. If only one analysis is reported, report as day maximum.
Parameter Daily I Monthly Units of
Maximum Averaee Measurement
Biochemical Oxygen Demand (BODs) o
Fecal Coliform
Total Suspended Solids
Temperature (Summer)
Temperature (Winter) j
pH - -
13. List all permits, construction approvals and/or applications:
Type Permit Number Type
Hazardous Waste (RCRA) NESHAPS (CAA)
UIC (SDWA) Ocean Dumping (MPRSA)
NPDES JJC� 0aDredge or fill (Section 404 or CVVA)
PSD (CAA) Other
Non -attainment program (CAA)
14. APPLICANT CERTIFICATION
Permit Number
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Printed name of Per i Signing
Ae of A plic
Ti
Date
North Carolina General Statflle 143-215.6 (b)(2) states: Any person who knowingly makes any false statement representalior, or certification in any
application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, or who falsifies, tampers with, ar knowingly renders inaccurate any recordirg or monitoring device or method
required to be nerated or maintained under Article 21 or reguiations of the Environmental Management Comm ssion implemerting thal Article, stall be
guilty of a misdemeanor punishable by a fine rot to exceed $25,OCO, or by imprisonment not to exceed six months, or by bath. (18 U.S.C. Section 1001
provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.)
3 of 3 Fo m-�,' 05108

.Rue 23 2010 9:26RM 828 253-5511 P.1
A7*00,Aq,
NCDENiR
North Carolina Department of Environment and Natural Resources
Division of NN'ater Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 24, 2010
CERTIFIED MAII, ITEM 70091680 0002 2464 6821- RETURN RECEIPT REQUESTED
Mr. David Gray
Bright Water LLC
P.O. Box 4355
Asheville, NC 28805-4355
-�h �/Iekvr -eeri 5<_or-, tyte-Y
Dear Permittee:
Subject: Notice of Violation
Failure to Submit Renewal Application
NPDES Permit NCO088404
The Rapids at French Broad
Buncombe County
The subject permit's expiration date is October 31, 2010. Federal 140 CF'R 122] and state (15A NCAC
2H.0105 (e)) regulations require that an application for permit renewal be filed at least 180 days prior to
expiration of the current permit. To satisfy this requirement, your renewal package should have been sent
to the Division postmarked no later than May 4, 2010.
As of this date, the Division has not received your renewal application. This is a violation of Part II.
B. 10. of your permit, which states "Any permittee that has not requested renewal at least 180 days prior to
expiration...will subject the permittee to enforcement procedures as provided in NCGS 143-215.6 and 33
USC 1251 et. seq.". To prevent an assessment of civil penalties you must submit a completed
permit application (see enclosed forms) no later than July 8. 2010.
Use the enclosed checklist to complete your renewal package. The checklist identifies the items you
must submit with the permit renewal application. If all wastewater discharge from your facility has ceased
and you wish to rescind this permit [or if you have any questions] please contact Charles H. Weaver of my
staff. His telephone number, fax number and e-mail address are listed at the bottom of this page.
Sincerely,
�6rleen H. Sullins
cc: Central Files
Asheville Regional.Off"ice, Surface Water Protection
NPDES File
1617 Mail Service Center Raleigh, North Carolina 27699-1617 One
512 North Salisbury Street, Raleigh, North Carolina 27604 NorthCarolina
Phone: [phone] FAX [phone] / [e-mail] Aqw,"alloy
An Equal Opportunity/Affim:ativeAction Employer -50% RecycledJtO% Post Consumer Paper

OF wATF9
NCDENR
O ^�
David Gray, President
Bright Water, LLC
P.O. Box 4355
Asheville, North Carolina 28805
Dear Mr. Gray:
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 6, 2007
Subject: Issuance of NPDES Permit NCO088404
Rapids at French Broad WWTP
Buncombe County
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the U.S. Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
This final permit includes no major changes from the draft permit sent to you on April 11, 2007.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to
you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this
letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North
Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain
other permits which may be required by the Division of Water Quality or permits required by the Division of Land
Resources, the Coastal Area Management Act or any other Federal or Local governmental permit that may be
required. If you have any questions concerning this permit, please contact Sergei Chernikov at telephone number
[phone], extension 594.
Sincerely,
Z
Coleen H. Sullins
cc: Central Files
NPDES Files
Asheville Regional Office/Surface Water Protection
N. C. Division of Water Quality / NPDES Unit Phone: [phone]
1617 Mail Service Center, Raleigh, NC 27699-1617 fax: [phone]
Internet: h2o.enr.state. nc.us DENR Customer Service Center: 1 800 623-7748

Permit NCO088440
4.
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Bright Water, LLC
is hereby authorized to discharge wastewater from a facility located at the
Rapids at French Broad WWTP
Old US 25 &70 and Monticello Rd.
Weaverville
Buncombe County
to receiving waters designated as French Broad River in the French Broad River
Basin in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective August 1, 2007.
This permit and authorization to discharge shall expire at midnight on October 30, 2010.
Signed this day July 6, 2007.
J" � 0 �"
ZA
k-ulleen H. Sullins, Director
fvyi�i,Authority
sion of Water Quality
of the Environmental Management Commission

Permit NCO088446
•
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are
hereby revoked. As of this permit issuance, any previously issued permit bearing this
number is no longer effective. Therefore, the exclusive authority to operate and discharge
from this facility arises under the permit conditions, requirements, terms, and provisions
included herein.
Bright Water, LLC is hereby authorized to:
1. Operate an existing 0.0022 MGD package plant located on Old US 25 at Rapids
at French Broad WWTP in Buncombe County.
2. After receiving an Authorization to Construct permit from the Division, construct
wastewater treatment facilities not to exceed 0.0022 MGD design flow.
3. After submitting an Engineer's Certification, discharge from said treatment works
at the location specified on the attached map into French Broad River, a class B
water in the French Broad River Basin.

Latitude: 35°41'44"
Longitude: 82°36'49"
Receiving Stream. French Broad River
Stream Class: B
Subbasin: 040302
Rapids at French
Broad WWTP
NCO088404
Buncombe County
Facility
Location
North

Permit NC0088440
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning upon completion of the construction of WWTP and lasting
until expiration, the Permittee is authorized to discharge from outfall 001. Such
discharges shall be limited and monitored by the Permittee as specked below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample
Location
Flow
0.0022 MGD
Continuous
Recording
Influent or
Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Fecal Coliform (geometric
mean)
200/100 mL
400/100 mL
Weekly
Grab
Effluent
Total Residual Chlorine'
28 pg/L
2/Week
Grab
Effluent
Total Nitrogen
Semi -Annual
Grab
Effluent
Total Phosphorus
Semi -Annual
Grab
Effluent
Temperature (°C)
Weekly
Grab
Effluent
pH2
Weekly
Grab
Effluent
Footnotes:
1. Limit and monitoring applies only if chlorine is added for disinfection.
2. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard
units.
There shall be no discharge of floating solids or visible foam in other than trace
amounts

imap://[e-mail]:993/...
Subject: Rapics @ French Broad NCO088404
From: Jim Reid <[e-mail]>
Date: Mon, 30 Apr 2007 11:19:45 -0400
To: Sergei Chernikov <[e-mail]>, Janet Cantwell <[e-mail]>,
Roger Edwards <[e-mail]>, Jim Reid <[e-mail]>
Sergei,
In response to the request for comments concerning subject project in Buncombe County, regional office
staff have no specific comments or objections to the project.
If there are questions or a need for specific information, please advise.
Jim Reid
Jim Reid - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Water Quality Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Jim Reid <Tim.Reid(,)ncmail.net>
Division of Water Quality - Water Quality Section
NC DENR - Asheville Regional Office
1 of 1 5/3/2007 2:30 PM

cASHEVILLE
v
ITIZEN - TIMES
OF THE MOUNTAINS - CITIZEN-TIMES.com
14 O. Henry Avenue - P.O. Box 2090 - Asheville, NC 28802 - 828-252-5611 - FAX [phone]
PUBLIC NOTICE
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT
COMMISSION/NPDES UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NC 27699-1617
NOTIFICATION OF INTENT TO ISSUE A
NPDES WASTEWATER PERMIT
Ion the basis of thorough staff review and appli
cation of NC General Statute 143.21, Public la
92.500 and other lawful standards and regula
Lions, the North Carolina Environmental Man-
agement Commission proposes to issue a Nation
al Pollutant Discharge Elimination System
(NPDES) wastewater discharge permit to the
Person(s) listed below effective 45 days from the
Publish date of this notice.
Written comments regarding the proposed per
mit will be accepted until 30 days after the pub
lish date of this notice. All comments receivec
Prior to that date are considered in the final d
terminations regarding the proposed permit. Th
Director of the NC Division of Water Quality ma
decide to hold a public meting for the Propos
Permit should the Division receive a significan
degree if public interest.
Copies of the draft permit and other suPPortin
information on file used to determine condition
Present in the draft permit are available upon re
quest and payment of the costs of reproduction
to Mail comments
DivisionnofoWarequests
e uQualityratnthe abov
address or call the Point Source Branch at (919)
733-5083, extension 363. Comments can also
emailed to Frances.candelariapncmail.net.
Please include the NPDES permit number (a
ttached) in any communication. Interested per
sons may also visit the Division of Water Qualit
at 512 N. Salisbury Street, Raleigh, NC 27604-114
between the hours of 8:00 a.m. and 5:00 p.m. t
review information on file.
The Bright Water, LLC (P.O. Box 4355, Ashe
ville, NC 28805) has applied for a new NPDE
Permit NC0088404 for the Rapids at French
Broad WWTP in Buncombe County. This per
miffed facility discharges treated wastewater t
the French Broad River in the French Broad Riv
er Basin. Currently BOD, total suspended solids
and total residual chlorine are water quality lim
ited. This discharge may affect future allocation
in this portion of the French Broad River Basin.
May
a 16, 2007�)
,11opii till 111104too,
ti
NOTARY
�G PUBLIC v'
0-1
AFFIDAVIT OF PUBLICATION
BUNCOMBE COUNTY
SS.
NORTH CAROLINA
Before the undersigned, a Notary Public of said
County and State, duly commissioned, qualified and
authorized by law to administer oaths, personally
appeared Jesica Gaskin, who, being first duly
sworn, deposes and says: that she is the Legal
Billing Clerk of The Asheville Citizen -Times,
engaged in publication of a newspaper known as
The Asheville Citizen -Times, published, issued,
and entered as second class mail in the City of
Asheville, in said County and State; that she is
authorized to make this affidavit and sworn
statement; that the notice or other legal
advertisement, a true copy of which is attached
hereto, was published in The Asheville Citizen -
Times on the following dates: May 18`h 2007. And
that the said newspaper in which said notice, paper,
document or legal advertisement was published
was, at the time of each and every publication, a
newspaper meeting all of the requirements and
qualifications of Section 1-597 of the General
Statues of North Carolina and was a qualified
newspaper within the meaning of Section 1-597 of
the General Statues of North Carolina.
Signed this 18`b, day of May, 2007
(Sig ture of person making affidavit)
Sworn to and subscribed before me the 181b, day of
May, 2 07.
(Notary $ublic) /
My Commissio expires the 6`" day of October,
2011

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NCO088404
Facility Information
Applicant/Facility Name:
Bright Water, LLC/Ra ids at French Broad WWTP
Applicant Address:
P.O. Box 4355, Asheville, North Carolina 28805
Facility Address:
Old US 25 &70 and Monticello Rd., Weaverville, North Carolina
Permitted Flow:
0.0022 MGD
Type of Waste:
100% Domestic.
Other Permits :
N/A
Facility / Permit Status:
Class II / New
County:
Buncombe County
miscenaneous
Receiving Stream:
French Broad
Regional Office:
Asheville
Stream Classification:
B
USGS TooQuad:
E8NE — Weaverville, NC
303 d Listed?
Yes (biological)
Permit Writer:
Ser ei Chernikov
Subbasin:
04-03-02
Date:
February 20, 2007
Drainage Area miZ :
1050
A4WF
Lat 35° 41' 44" N Long. 82° 36' 49" W
Summer 7Q 10 cfs :
470
Winter 7Q10 cfs :
630
30 2 cfs :
Average Flow cfs :
1 2300
IWC (%):
0.0007%
BACKGROUND:
Rapids at French Broad WWTP is a proposed Class II, 100% domestic wastewater treatment
system that treats waste from a small development that consists of 6 homes with 3 bedrooms in
each. The EAA for this facility has been approved on January 16, 2007. Effluent limitations are
based on the Level B model, which was completed on February 15, 2007.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE:
Draft Permit to Public Notice: February 28, 2007 (est.)
Permit Scheduled to Issue: April 24, 2007 (est.)
NPDES CONTACT:
If you have questions regarding any of the above information or on the attached permit, please
contact Sergei Chernikov at [phone] ext. 594.
REGIONAL OFFICE COMMENTS:
Fact Sheet
NPDES NCO0331 I 1 Renewal
Page 1

LEVEL B Model
FACT SHEET FOR PERMIT LIMIT DEVELOPMENT
The Rapids at French Broad
NPDES No. NC0088404
Facility Information
Applicant/Facility Name:
The Rapids at French Broad
Permitted Flow
0.0022 MGD
Type of Waste:
100% Domestic
County:
Buncombe
Miscellaneous
Receiving Stream:
French Broad
Regional Office:
ARO
Stream Classification:
Stream Index Number:
B
Quad
E 8 NE -Weaverville, NC
303(d) Listed?:
Yes
Level B modeler:
Agyeman Adu-Poku
Subbasin:
04-03-02
Date:
2/ 15/07
Drainage Area (mi2):
1050
Summer 7Q 10 (cfs)
470
Winter 7Q 10 (cfs):
630
Average Stream Flow
(cfs):
2300
IWC (%) at Permitted
Flow:
0.0007
SUMMARY
The Rapids at French Broad is a residential development project which will consist of
six (6) homes and each home will have three (3) bedrooms. Bright Water, LLC, the
owner of The Rapids at French Broad, has applied for an NPDES wastewater
discharge permit to discharge 0.0022 MGD of treated wastewater into the French
Broad River. The facility will be permitted for a flow limit of 0.0022 MGD.
A level B model was performed to ensure the proposed flow would be protective of the
5.0 mg/L instream D.O. standard. Based on the results of this model, secondary
BOD limits will be sufficiently protective, without ammonia limits instituted.
ANALYSIS AND DISCUSSION:
USGS gauge #03451500 is located approximately 6 miles upstream the location of the
discharge point. Therefore flows provided at that location were used for the model.
There is a USGS partial -record site (station # 03451926) located about 0.5 mile from
the discharge point with records of 7 miscellaneous discharge measurements made
1968 through 1972. However, the numbers of records for this location are less than
that needed for a low flow estimate. The model was developed with one reach, which
extends from the discharge point to 2.6 miles downstream of the French Broad River
with elevation marked as 1800 ft. The DO minimum of 7.87 mg/L was reached at the
discharge location. CBOD and NBOD values are below background levels at the end of
the reach. The values were 1.94 mg/L and 0.96 mg/L, respectively, during the
summer. Therefore the model is complete.
Note: The French Broad River Basin Plan notes water quality concerns or restrictions
to discharge on French Broad River. That segment of the French Broad River is listed
on the 303 (d) list for biological impairment.
The Rapids at French Broad - NCO088404
Level B Model
Page 1

Based on the results of the model, proposed limits are as follows:
Effluent Characteristic
Effluent Limitations
Monthly Average
Daily Maximum
Flow
0.0022 MGD
BODS
30 m L
45 m L
TSS
30 m L
45 m L
TRC
28 u 1
Fecal coliform(geometric mean
200 100 ml
400 100 ml
STATE CONTACT:
Western NPDES Program - Level B Modeling Contact: Agyeman Adu-Poku, (919) 733 -
5083, ext. 508
Western NPDES Program - Permitting Contact: Sergei Chernikov, [phone], ext. 594
The Rapids at French Broad - NC0088404
Level B Model
Page 2

imap://sergei.chernikov%40dwq. [e-mail]:993/.. _
Subject: EAA The Rapids @ French Broad
From: Jim Reid <[e-mail]>
Date: Wed, 28 Mar 2007 11:47:58 -0400
To: Sergei Chernikov <[e-mail]>, "Roger.Edwards >> Roger Edwards"
<[e-mail]>, Jim Reid <[e-mail]>
Sergei,
I have reviewed the EAA for subject project. The following questions and comments occur:
Will back-up power be required?, or will the stated 24 hours holding time suffice? How is the holding
time achieved?
What resulted in inclusion of "tertiary treatment"?
Based upon general knowledge of the site, the writer concurs that no land application or ground
absorption system would be feasible.
r ARO supports issuance of the permit. Please contact me if there ar�equestions.
Jim Reid
Jim Reid - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Water Quality Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Jim Reid <[e-mail]>
Division of Water Quality - Water Quality Section
NC DENR - Asheville Regional Office
1 of 1 4/2/2007 2:18 PM

IWC Calculations
The Rapids at French Broad
NCO088404
Prepared By: Agyeman Adu-Poku, NPDES Unit
Enter Design Flow (MGD): 0.00216
Enter s7Q10(cfs): 470
Enter w7Q10 (cfs): 630
Residual Chlorine
Ammonia (NH3 as N)
(summer)
7Q10 (CFS)
470
7Q10 (CFS)
470
DESIGN FLOW (MGD)
0.00216
DESIGN FLOW (MGD)
0.00216
DESIGN FLOW (CFS)
0.003348
DESIGN FLOW (CFS)
0.003348
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL (1
0
UPS BACKGROUND LEVEL
0.22
IWC (%)
0.0007
IWC (%)
0.0007
Allowable Conc. (ug/1)
2386516
Allowable Conc. (mg/1)
109499.2
Ammonia (NH3 as N)
(winter)
7Q10 (CFS)
630
Fecal Limit
Not Required DESIGN FLOW (MGD)
0.00216.
(If DF >331; Monitor)
DESIGN FLOW (CFS)
0.003348
(If DF <331; Limit)
STREAM STD (MG/L)
1.8
Dilution Factor (DF)
140383.32
UPS BACKGROUND LEVEL
0.22
IWC (%)
0.00
Allowable Conc. (mg/1)
297313.6
Rule of tumb never give small facility <2 ug/L of NH3
INPDES Servor/Current Versions/IWC
2/14/2007

`t'.E_ SUMMARY DATA
t
L1.5'C:11dil.ICt inn AjAeiL.7 tt11 rrIn"L-ia-
Receivina Stream : FRENCH BROAD R1VEx :�iLream
Summer 7Q10 : 470.0 Winter 7Q1u b-SU.0
Design Temperature: 23.0
1 T TwT/TTTT 1 (TT /1T1T1 1 T?"T r%e4-r TT7 1 T iT1 rnTT 1 TT -1 1 Tr 1 Tl 1 TT.. 1 TrILI
Fmile I ft/miI fps ft �design� @20° idesignj @200 �dc_
--------------------------------------------------------------------------------
1 1 1 1 1 1 1 1 1
Segment 1 1 2.651 7.561 1.499 1 4.57 1 0.30 1 0.26 110.64 1 9.971 0.38 1
Reach 1
t
r.LUW 1
LDVL 1
114DViJ 1
L. V. I
cfS
mg/l
mg/l
mg/l
Segment 1
Reach 1
HeadwaLeLS
Ii7u.uuu
i.GUv
l.000
i./Zu
Tributary
' 0.000
2.000
1.000
7.725C-
* Runoff
flow is in
cfs/mile

Discharger . THE RAPIDS AT F
Receivina Stream . FRENCH gR� ,_ �•
--------------------------------------
The End D.O. is 8.24 ma/l.
The End CBOD is 1.94 ma/l.
rrl,c T."A ATOnn ; n ^.- -- °-
�.„r,i, nni, orcint Reach # (mg/1) (mg/1) (mg/1) (mgd) `"..
---------------------- ---- ---- -- ----------
Segment 1 7.72 0.00 _
Reach 1 45.00 90.00 n_nn n.nn9l�

( Seg #
( Reach #
Seg Mi I
1
1
0.00
1
1
0.10
1
1
0.20
1
1
0.30
1
1
0.40
1
1
0.50
1
1
0.60
1
1
0.70
1
1
0.80
1
1
0.90
1
1
1.00
1
1
1.10
1
1
1.20
1
1
1.30
1
1
1.40
1
1
1.50
1
1
1.60
1
1
1.70
1
1
1.80
1
1
1.90
1
1
2.00
1
1
2.10
1
1
2.20
1
1
2.30
1
1
2.40
1
1
2.50
1
i
2.60
Seg ## I Reach # ( Seg Mi
D.O. I
CBOD I
NBOD I
Fla-
7.72
2.00
1.00
470.:
7.75
2.00
1.00
470.00
7.78
2.00
1.00
470.00
7.81
1.99
1.00
470.00
7.84
1.99
0.99
470.00
7.87
1.99
0.99
470.00
7.90
1.99
0.99
470.00
7.92
1.98
0.99
470.00
7.95
1.98
0.99
470.00
7.97
1.98
0.99
470.00
7.99
1.98
0.99
470.00
8.01
1.97
0.98
470.00
8.03
1.97
0.98
470.00
8.05
1.97
0.98
470.00
8.07
1.97
0.98
470.00
8.09
1.96
0.98
470.00
8.10
1.96
0.98
470.00
8.12
1.96
0.97
470.00
8.14
1.96
0.97
470.00
8.15
1.95
0.97
470.00
8.17
1.95
0.97
470.00
8.18
1.95
0.97
470.00
8.19
1.95
0.97
470.00
8.21
1.94
0.97
470.00
8.22
1.94
0.96
470.00
8.23
1.94
0.96
470.00
8.24
1.94
0.96
470.00
D.O. (
CBOD (
NBOD
Flow

"* MODEL SUMMARY DATA
Discharaer : THE RAPIDS AT FRENCH BROAD Subbasin 0403:_
Receivina Stream : FRENCH BROAD RIVER Stream Class: i
Summer 7Q10 : 470.0 Winter 7Q10 : 630.0
Design Temperature: 12.0
LiHlft/EIVELTY I DEPTHKd
Ka °Imlemfpsft2020desigIidesigni Idesigni
--------------------------------------------------------------------------------
Segment 1 1 2.651 f
7.56I 1.867 14.74 ( 0.19 ( 0.28 I10.44 112.421 0.16
Reach 1 1
--------------------------------------------------------------------------------
j Flow
CBOD
NBOD I
cfs
mg/1 (
mg/l
Segment 1
Reach 1
rva5vc
v.vv-3
1*j.vvv
Vv.vvv
Headwaters
630.000
2.000
1.000
Tributary
0.000
2.000
1.000
* Runoff flow is in cfs/mile
D.O.
mg/1
v.vvv
9.700
9.70C

4INTER
MODEL RESWai.-
Discharqer
:
THE RAPIDS AT FRENCH
BROAI.
Receiving Stream :
FRENCH BROAD RIVER
----------------------------------------------------------------------
The End D.O.
is 10.31
ma/l.
The End CBOD
is 1.97
mg/l.
The End NBOD
--------------
is 0.99
-------------------------
mr1y ! l .
-------------------------------
^n Min
CBOD NBOD DO Waste Flow
(mg/1)
Milepoint Reach #
(mg/1) (mg/1) (mg/1) (mgd)
---- ------------
Secrment 1
------
9.70
----------------
0.00 -
----
Reach 1
45.00 90.00 0.00 0.0021E

'INTER
Seg #
! Reach #
Sea Mi I
D.O. I
CBOD I
NBOD I
Pic-
1
1
0.00
9.70
2.00
1.00
63'-."
1
1
0.10
9.73
2.00
1.00
630.00
1
1
0.20
9.77
2.00
1.00
630.00
1
1
0.30
9.80
2.00
1.00
630.00
1
1
0.40
9.83
2.00
1.00
630.00
1
1
0.50
9.86
1.99
1.00
630.00
1
1
0.60
9.89
1.99
1.00
630.00
1
1
0.70
9.92
1.99
1.00
630.00
1
1
0.80
9.95
1.99
1.00
630.00
1
1
0.90
9.97
1.99
1.00
630.00
1
1
1.00
10.00
1.99
1.00
630.00
1
1
1.10
10.02
1.99
0.99
630.00
1
1
1.20
10.05
1.99
0.99
630.00
1
1
1.30
10.07
1.98
0.99
630.00
1
1
1.40
10.09
1.98
0.99
630.00
1
1
1.50
10.11
1.98
0.99
630.00
1
1
1.60
10.13
1.98
0.99
630.00
1
1
1.70
10.15
1.98
0.99
630.00
1
1
1.80
10.17
1.98
0.99
630.00
1
1
1.90
10.19
1.98
0.99
630.00
1
1
2.00
10.21
1.98
0.99
630.00
1
1
2.10
10.23
1.97
0.99
630.00
1
1
2.20
10.24
1.97
0.99
630.00
1
1
2.30
10.26
1.97
0.99
630.00
1
1
2.40
10.28
1.97
0.99
630.00
1
1
2.50
10.29
1.97
0.99
630.00
i
i
2.60
10.31
1.97
0.99
630.00
oeg #
j Reach #
Seg Mi (
D.O. (
CBOD (
NBOD
Flow

Ck,
vll�
�s
�e
4101P
S 7 �1v D
W7a►O = 6�
i DS-O W-Ly
Gs.#� 03y-SI Ste'
- 'k-

MODEL INPUTS FOR LEVEL B ANALYSIS
GENERAL INFORMATION
Facility Name:
71-- Q -
N-PDES No.:
o p
Type of Waste:
lobo jm z
Facility Status:
a.�R-
Receiving Stream:
P.rd-
Stream Classification:
Subbasin:
o— p 9- D Z
County:
U
Regional Office:
'A �-o
Topo Quad:
E IVY
FLOW INFORMATION
USGS it
Date of Flow Estimates:
Zap _ 19 (�
"
Drainage Area (mi2):
0
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
p
Average Flow (cfs):
Z W
30Q2 (cfs):
IWC at Point of Discharge
Cummulative IWC (%):
MODEL INPUT INFORMATION
LENGTH OF REACH (miles)
ENCREMENTAL LENGTH (miles)
Q.
WASTE CHARACTERISTICS
FLOW (MGD)
�, O
CBOD (mg/1)
NBOD (mg/1)
D.O. (mg/I)
b
RUNOFF CHARACTERISTICS
7Q10 (cfs/rn62)
QA (cfs/mil)
CBOD (mg/1)
NBOD (mg/1)
D.O. (mg/1)
TRIBUTARY CHARACTERISTICS
7Q10 (cfs)
QA (cfs)
CBOD (mg/1)
NBOD (mg/1)
D.O. (mg/1)
SLOPE (fpm)
Name of facility
r

Re: Low Flow Characteristics for French Broad River in Vicinity of
• Subject: Re: Low Flow Characteristics for French Broad River in Vicinity of Weaverville (North
Buncombe County)
From: John C Weaver <[e-mail]>
Date: Tue, 13 Feb 2007 16:59:13 -0500
To: Agyeman Adu-Poku <[e-mail]>
CC: [e-mail], John C Weaver <[e-mail]>
Agyeman,
In response to your inquiry about the low -flow characteristics for a location on the French Broad River near
Weaverville in northern Buncombe County, the following information is provided:
The summer 7Q10 estimated at 470 cfs and provided to the applicant (via email to Mr. John Coxey dated
August 2, 2006) was based on the 7Q10 low -flow yield at upstream long-term gaging station at French
Broad River at Asheville (station id 03451500, drainage area 945 sgmi). Yields from this gage are based
on flow characteristics through September 2003 and includes the recent 1998-2002 drought during which
period of record minimums were set at this gage.
Using yields for the other flow characteristics of interest and applying the drainage area of 1,050 sqmi from
your point of interest, the following discharges are estimated:
W7Q10 low -flow yield = about 0.6 cfsm ==> W7Q10 discharge estimated at 630 cfs
30Q2 low -flow yield = 0.88 cfsm ==> 30Q2 discharge estimated at about 925 cfs
Annual average flow yield = 2.2 cfsm ==> annual average flow estimated at about 2,300 cfs
For purposes of reference, the email sent to Mr. Coxey has been enclosed at the end of this message.
Hope this information is helpful.
Thank you.
Curtis Weaver
J. Curtis Weaver, Hydrologist, PE
USGS North Carolina Water Science Center
3916 Sunset Ridge Road
Raleigh, NC 27607
Telephone: [phone] // Fax: [phone]
E-mail address -- [e-mail]
Internet address -- hftp://nc.water.usgs.gov/
1 of 3 2/14/2007 7:58 AM

Re: Low Flow Characteristics for French Broad River in Vicinity of...
Agyeman Adu-Poku
<Agyeman.Adu poku@ncmai 1. net>
02/08/2007 10:02 AM
Mr. Weaver,
To [e-mail]
cc
Subject Low Flow Characteristics for French Broad River in Vicinity of
Weaverville (North Buncombe County)
I am a DWQ- NPDES wastewater permit writer in Raleigh. Susan Wilson is
my supervisor.
I am working on a level B model for a proposed discharge in the French
Broad River in the vicinity of Weaverville in northern Buncombe County.
You provided an estimate of summer 7Q10 of 470 cfs for the applicant.
Could you please provide me with the winter 7Q10, average flow and 30Q2
stream characteristics of this segment of the stream?
Thanks a lot for your help on this matter. Have a great day.
[attachment "Agyeman.Adupoku.vcf" deleted by John C Weaver/WRD/USGS/DOII
----- Forwarded by John C Weaver/WRD/USGS/DOI on 02/13/2007 11:45 AM -----
John C Weaver/WRD/USGS/DOI To [e-mail]
08/02/2006 01:40 PM cc John C Weaver/WRD/USGS/DOI@USGS
Subject Low -flow characteristics for French Broad River in vicinity of
Weaverville (north Buncombe County)
Mr. Coxey,
In response to your inquiry about the low -flow characteristics (7Q10) for a location on French Broad River
in the vicinity of Weaverville in northern Buncombe County, the following information is provided:
A check of the low -flow files here at the USGS office in Raleigh does not indicate any previous
determination of low -flow characteristics for your site of interest, located downstream of the confluence of
French Broad River and Reems Creek. There is a USGS partial -record site (station id 03451926, drainage
area 1050 sqmi) about 0.5 mile downstream from Reems Creek with records of 7 miscellaneous discharge
measurements made 1968 through 1972. However, the number of measurements for this location are less
than that needed for a low -flow analysis. Thus, in the absence of sufficient site -specific data that would
allow for a low -flow analysis, low -flow characteristics are estimated by assessing the range of low -flow
yields (that is, flow per square mile of drainage area, or cfsm) at nearby locations where 7Q10 discharges
have been determined.
2 of 3 2/14/2007 7:58 AM

Re: Low Flow Characteristics for French Broad River in Vicinity of
The USGS operates continuous -record streamgaging stations on the French Broad River, including one
upstream at Asheville (station id 03451500, drainage area 945 sqmi) and one downstream near Marshall
(station id 03453500, drainage area 1332 sqmi). A low -flow analysis (based on records through March
2006) for the 7Q10 discharge at each of these stations indicates the low -flow yield is 0.45 and 0.39 cfsm,
respectively.
Given the drainage area for your point of interest is closer to that for the Asheville gaging station, it would
be reasonable to lean towards use of the 7Q10 yield from this station (0.45 cfsm) while recognizing that
some change in low -flow characteristics between the two gaging stations appears to exist. Applying the
yield of 0.45 cfsm to the drainage area (1050 sqmi) of the partial -record site results in a 7Q10 flow
estimate of about 470 cfs that can be considered applicable to your point of interest.
Hope this information is helpful.
Thank you.
Curtis Weaver
J. Curtis Weaver, Hydrologist, PE
USGS North Carolina Water Science Center
3916 Sunset Ridge Road
Raleigh, NC 27607
Telephone: [phone] // Fax: [phone]
E-mail address -- [e-mail]
Internet address -- http://nc.water.usgs.gov/
3 of 3 2/14/2007 7:58 AM

do
S� oLZ,V-Ad,"
Station ID
Activity Start
ctivity Depvity Depth
Characteristic Name
iit Value as
Units
E5120000
1/15/200315:40
0.1
m
Aluminum
150
ug/I
E5120000
4/30/200315:15
0.1
m
Aluminum
560
ug/I
E5120000
7/22/200316:45
0.1
m
Aluminum
2300
ug/I
E5120000
10/81200315:10
0.1
m
Aluminum
190
ug/I
E5120000
1/21/200416:40
0.1
m
Aluminum
110
ug/I
E5120000
4/7/200416:10
0.1
m
Aluminum
180
ug/I
E5120000
7/21/200414:50
0.1
m
Aluminum
560
ug/I
E5120000
10/7/200411:30
0.1
m
Aluminum
500
ug/I
E5120000
1/11/200515:20
0.1
m
Aluminum
130
ug/I
E5120000
4/6/200517:20
0.1
m
Aluminum
310
ug/I
E5120000
7/6/200516:05
0.1
m
Aluminum
1700
ug/I
E5120000
10/51200516:05
0.1
m
Aluminum
210
ug/I
E5120000
1/18/200616:50
0.1
m
Aluminum
6400
ug/I
E5120000
4/20/200615:00
0.1
m
Aluminum
2800
ug/I
E5120000
1/15/200315:40
0.1
m
Arsenic
Non -detect
E5120000
4/30/200315:15
0.1
m
Arsenic
Non -detect
E5120000
7/22/200316:45
0.1
m
Arsenic
Non -detect
E5120000
10/8/200315:10
0.1
m
Arsenic
Non -detect
E5120000
1/21/200416:40
0.1
m
Arsenic
Non -detect
E5120000
417/200416:10
0.1
m
Arsenic
Non -detect
E5120000
7/21/200414:50
0.1
m
Arsenic
Non -detect
E5120000
10/71200411:30
0.1
m
Arsenic
Non -detect
E5120000
1/11/200515:20
0.1
m
Arsenic
Non -detect
E5120000
4/6/200517:20
0.1
m
Arsenic
Non -detect
E5120000
7/6/200516:05
0.1
m
Arsenic
Non -detect
E5120000
10/5/200516:05
0.1
m
Arsenic
Non -detect
E5120000
1/18/200616:50
0.1
m
Arsenic
Non -detect
E5120000
4/20/200615:00
0.1
m
Arsenic
Non -detect
E5120000
1/15/200315:40
0.1
m
Cadmium
Non -detect
E5120000
4/30/200315:15
0.1
m
Cadmium
Non -detect
E5120000
7/22/200316:45
0.1
m
Cadmium
Non -detect
E5120000
10/8/200315:10
0.1
m
Cadmium
Non -detect
E5120000
1/21/200416:40
0.1
m
Cadmium
Non -detect
E5120000
4/7/200416:10
0.1
m
Cadmium
Non -detect
E5120000
7/21/200414:50
0.1
m
Cadmium
Non -detect
E5120000
10/7/200411:30
0.1
m
Cadmium
Non -detect
E5120000
1/11/200515:20
0.1
m
Cadmium
Non -detect
E5120000
4/6/200517:20
0.1
m
Cadmium
Non -detect
E5120000
7/6/200516:05
0.1
m
Cadmium
Non -detect
E5120000
10/5/200516:05
0.1
m
Cadmium
Non -detect
E5120000
1/18/200616:50
0.1
m
Cadmium
Non -detect
E5120000
4/20/200615:00
0.1
m
Cadmium
Non -detect
E5120000
1/15/200315:40
0.1
m
Chromium
Non -detect
E5120000
4/30/200315:15
0.1
m
Chromium
Non -detect
E5120000
7/22/200316:45
0.1
m
Chromium
Non -detect
E5120000
10/8/200315:10
0.1
m
Chromium
Non -detect
E5120000
1/21/200416:40
0.1
m
Chromium
Non -detect
E5120000
4/7/200416:10
0.1
m
Chromium
Non -detect
E5120000
7/21/200414:50
0.1
m
Chromium
Non -detect
E5120000
1017/200411:30
0.1
m
Chromium
Non -detect
E5120000
1/11/200515:20
0.1
m
Chromium
Non -detect
E5120000
4/6/200517:20
0.1
m
Chromium
Non -detect
E5120000
7/6/200516:05
0.1
m
Chromium
Non -detect
E5120000
10/5/200516:05
0.1
m
Chromium
Non -detect
E5120000
1/18/200616:50
0.1
m
Chromium
Non -detect
E5120000
4/20/200615:00
0.1
m
Chromium
Non -detect
E5120000
1/15/200315:40
0.1
m
Copper
2.5
ug/I
E5120000
4/30/200315:15
0.1
m
Copper
2.5
ug/I
E5120000
7/22/200316:45
0.1
m
Copper
4.5
ug/I
E5120000
10/8/200315:10
0.1
m
Copper
2.8
ug/I
E5120000
1/21/200416:40
0.1
m
Copper
Non -detect
E5120000
4/7/200416:10
0.1
m
Copper
Non -detect
E5120000
7/21/2004 14:50
0.1
m
Copper
Non -detect
E5120000
10/7/200411:30
0.1
m
Copper
Non -detect
E5120000
1/11/200515:20
0.1
m
Copper
Non -detect
E5120000
4/6/200517:20
0.1
m
Copper
Non -detect
E5120000
7/6/200516:05
0.1
m
Copper
2.3
ug/I
E5120000
10/5/200516:05
0.1
m
Copper
Non -detect
E5120000
1/18/200616:50
0.1
m
Copper
8.8
ug/I
E5120000
4/20/200615:00
0.1
m
Copper
4.7
ug/I
E5120000
1/15/2003 15:40
0.1
m
Dissolved oxygen (DO)
13.5
mg/I

E5120000
2/12/2003 16:10
0.1
m
Dissolved oxygen (DO)
13.8
mg/I
E5120000
3/18/2003 14:50
0.1
m
Dissolved oxygen (DO)
10.7
mg/I
E5120000
4/30/2003 15:15
0.1
m
Dissolved oxygen (DO)
10.1
mg/I
E5120000
5/28/2003 15:40
0.1
m
Dissolved oxygen (DO)
8.8
mg/I
E5120000
6/20/2003 12:10
0.1
m
Dissolved oxygen (DO)
10.2
mg/I
E5120000
7/22/2003 16:45
0.1
m
Dissolved oxygen (DO)
9.2
mg/I
E5120000
8/6/2003 15:10
0.1
m
Dissolved oxygen (DO)
8
mg/I
E5120000
10/8/2003 15:10
0.1
m
Dissolved oxygen (DO)
9.9
mg/I
E5120000
11/5/2003 15:20
0.1
m
Dissolved oxygen (DO)
10.4
mg/I
E5120000
12/10/2003 15:30
0.1
m
Dissolved oxygen (DO)
12.1
mg/I
E5120000
1/21/2004 16:40
0.1
m
Dissolved oxygen (DO)
14.1
mg/I
E5120000
2/11/2004 15:30
0.1
m
Dissolved oxygen (DO)
15
mg/I
E5120000
3/10/2004 15:00
0.1
m
Dissolved oxygen (DO)
10.2
mg/I
E5120000
4/7/2004 16:10
0.1
m
Dissolved oxygen (DO)
10.9
mg/I
E5120000
5/6/2004 15:00
0.1
m
Dissolved oxygen (DO)
10.2
mg/l
E5120000
6/8/2004 1.5:45
0.1
m
Dissolved oxygen (DO)
8.3
mg/I
E5120000
7/21/2004 14:50
0.1
m
Dissolved oxygen (DO)
8.5
mg/l
E5120000
8/25/2004 15:45
0.1
m
Dissolved oxygen (DO)
8.5
mg/I
E5120000
9/l/2004 17:10
0.1
m
Dissolved oxygen (DO)
7
mg/I
E5120000
10/7/2004 11:30
0.1
m
Dissolved oxygen (DO)
9
mg/I
E5120000
11/9/2004 14:40
0.1
m
Dissolved oxygen (DO)
11.4
mg/I
E5120000
12/8/2004 15:30
0.1
m
Dissolved oxygen (DO)
11.4
mg/I
E5120000
1/11/2005 15:20
0.1
m
Dissolved oxygen (DO)
12.8
mg/I
E5120000
2/15/2005 15:45
0.1
m
Dissolved oxygen (DO)
12.1
mg/I
E5120000
3/16/2005 15:20
0.1
m
Dissolved oxygen (DO)
11.5
mg/I
E5120000
4/6/2005 17:20
0.1
m
Dissolved oxygen (DO)
10.1
mg/I
E5120000
5/26/2005 14:30
0.1
m
Dissolved oxygen (DO)
10.8
mg/I
E5120000
6/20/2005 15:15
0.1
m
Dissolved oxygen (DO)
10.4
mg/I
E5120000
7/6/2005 16:05
0.1
m
Dissolved oxygen (DO)
8.2
mg/I
E5120000
8/2/2005 15:30
0.1
m
Dissolved oxygen (DO)
9.5
mg/I
E5120000
10/5/2005 16:05
0.1
m
Dissolved oxygen (DO)
8.6
mg/I
E5120000
11/22/2005 14:55
0.1
m
Dissolved oxygen (DO)
11
mg/I
E5120000
12/29/2005 13:35
0.1
m
Dissolved oxygen (DO)
12.1
mg/I
E5120000
1/18/2006 16:50
0.1
m
Dissolved oxygen (DO)
11.8
mg/I
E5120000
3/21/2006 15:30
0.1
m
Dissolved oxygen (DO)
11.3
mg/I
E5120000
4/20/2006 15:00
0.1
m
Dissolved oxygen (DO)
8.4
mg/I
E5120000
1/15/2003 15:40
0.1
m
Fecal Coliform
Non -detect
E5120000
2/12/2003 16:10
0.1
m
Fecal Coliform
14
#/100ml
E5120000
3/18/2003 14:50
0.1
m
Fecal Coliform
56
#/t00ml
E5120000
4/30/2003 15:15
0.1
m
Fecal Coliform
49
#/100ml
E5120000
5/28/2003 15:40
0.1
m
Fecal Coliform
33
#/100ml
E5120000
6/20/2003 12:10
0.1
m
Fecal Coliform
180
#/100ml
E5120000
7/22/2003 16:45
0.1
m
Fecal Coliform
390
#/100ml
E5120000
8/6/2003 15:10
0.1
m
Fecal Coliform
700
#/100ml
E5120000
10/8/2003 15:10
0.1
m
Fecal Coliform
7
#/loom[
E5120000
11/5/2003 15:20
0.1
m
Fecal Coliform
6
#/loom[
E5120000
12/10/2003 15:30
0.1
m
Fecal Coliform
84
#/100ml
E5120000
1/21/2004 16:40
0.1
m
Fecal Coliform
7
#/loom[
E5120000
2/11/2004 15:30
0.1
m
Fecal Coliform
Non -detect
E5120000
3/10/2004 15:00
0.1
m
Fecal Coliform
6
#/loom[
E5120000
4/7/2004 16:10
0.1
m
Fecal Coliform
7
#/loom[
E5120000
5/6/2004 15:00
0.1
m
Fecal Coliform
10
#/loom[
E5120000
6/8/2004 15:45
0.1
m
Fecal Coliform
50
#/100m[
E5120000
7/21/2004 14:50
0.1
m
Fecal Coliform
30
#/loom[
E5120000
8/25/2004 15:45
0.1
m
Fecal Coliform
830
#/100ml
E5120000
9/l/2004 17:10
0.1
m
Fecal Coliform
1300
#1100ml
E5120000
10/7/2004 11:30
0.1
m
Fecal Coliform
800
#/loom[
E5120000
11/9/2004 14:40
0.1
m
Fecal Coliform
38
#/100ml
E5120000
12/8/2004 15:30
0.1
m
Fecal Coliform
120
#/100ml
E5120000
1/11/2005 15:20
0.1
m
Fecal Coliform
13
#/100ml
E5120000
2/15/2005 15:45
0.1
m
Fecal Coliform
21
#/loom[
E5120000
3/16/2005 15:20
0.1
m
Fecal Coliform
28
#/100ml
E5120000
4/6/2005 17:20
0.1
m
Fecal Coliform
27
#/loom[
E5120000
5/26/2005 14:30
0.1
m
Fecal Coliform
100
#/loom[
E5120000
6/20/2005 15:15
0.1
m
Fecal Coliform
970
#/100ml
E5120000
7/6/2005 16:05
0.1
m
Fecal Coliform
260
#/100ml
E5120000
8/2/2005 15:30
0.1
m
Fecal Coliform
320
#/loom[
E5120000
10/5/2005 16:05
0.1
m
Fecal Coliform
8
#/loom[
E5120000
11/22/2005 14:55
0.1
m
Fecal Coliform
2600
#/100ml
E5120000
12/29/2005 13:35
0.1
m
Fecal Coliform
210
#/100ml
E5120000
1/18/2006 16:50
0.1
m
Fecal Coliform
1200
#/100ml
E5120000
3/21/2006 15:30
0.1
m
Fecal Coliform
310
#/100ml

E5120000
4/20/2006 15:00
0.1
m
Fecal Coliform
700
#/100ml
E5120000
1/15/2003 15:40
Flow, severity (choice list)
LOW
E5120000
2/12/2003 16:10
Flow, severity (choice list)
LOW
E5120000
3/18/2003 14:50
Flow, severity (choice list)
LOW
E5120000
4/30/2003 15:15
Flow, severity (choice list)
LOW
E5120000
5/28/2003 15:40
Flow, severity (choice list)
LOW
E5120000
6/20/2003 12:10
Flow, severity (choice list)
ORMAL
E5120000
7/22/2003 16:45
Flow, severity (choice list)
ORMAL
E5120000
8/6/2003 15:10
Flow, severity (choice list)
ORMAL
E5120000
10/8/2003 15:10
Flow, severity (choice list)
LOW
E5120000
11/5/2003 15:20
Flow, severity (choice list)
LOW
E5120000
12/10/2003 15:30
Flow, severity (choice list)
LOW
E5120000
1/21/2004 16:40
Flow, severity (choice list)
LOW
E5120000
2/11/2004 15:30
Flow, severity (choice list)
LOW
E5120000
3/10/2004 15:00
Flow, severity (choice list)
LOW
E5120000
4/7/2004 16:10
Flow, severity (choice list)
LOW
E5120000
5/6/2004 15:00
Flow, severity (choice list)
LOW
E5120000
6/8/2004 15:45
Flow, severity (choice list)
LOW
E5120000
7/21/2004 14:50
Flow, severity (choice list)
LOW
E5120000
8/25/2004 15:45
Flow, severity (choice list)
ORMAL
E5120000
9/1/2004 17:10
Flow, severity (choice list)
ORMAL
E5120000
10/7/2004 11:30
Flow, severity (choice list)
LOW
E5120000
11/9/2004 14:40
Flow, severity (choice list)
LOW
E5120000
12/8/2004 15:30
Flow, severity (choice list)
LOW
E5120000
1/11/2005 15:20
Flow, severity (choice list)
LOW
E5120000
2/15/2005 15:45
Flow, severity (choice list)
LOW
E5120000
3/16/2005 15:20
Flow, severity (choice list)
LOW
E5120000
4/6/2005 17:20
Flow, severity (choice list)
LOW
E5120000
5/26/2005 14:30
Flow, severity (choice list)
LOW
E5120000
6/20/2005 15:15
Flow, severity (choice list)
ORMAL
E5120000
7/6/2005 16:05
Flow, severity (choice list)
LOW
E5120000
8/2/2005 15:30
Flow, severity (choice list)
LOW
E5120000
10/5/2005 16:05
Flow, severity (choice list)
LOW
E5120000
11/22/2005 14:55
Flow, severity (choice list)
ORMAL
E5120000
12/29/2005 13:35
Flow, severity (choice list)
LOW
E5120000
1/18/2006 16:50
Flow, severity (choice list)
ORMAL
E5120000
3/21/2006 15:30
Flow, severity (choice list)
LOW
E5120000
4/20/2006 15:00
Flow, severity (choice list)
LOW
E5120000
1/15/200315:40
0.1
m
Iron
280
ug/I
E5120000
4/30/200315:15
0.1
m
Iron
680
ug/I
E5120000
7/22/200316:45
0.1
m
Iron
2200
ug/I
E5120000
10/8/200315:10
0.1
m
Iron
310
ug/I
E5120000
1/21/200416:40
0.1
m
Iron
240
ug/I
E5120000
4/7/200416:10
0.1
m
Iron
330
ug/I
E5120000
7/21/200414:50
0.1
m
Iron
690
ug/I
E5120000
1017/200411:30
0.1
m
Iron
680
ug/I
E5120000
1/11/200515:20
0.1
m
Iron
290
ug/I
E5120000
4/6/200517:20
0.1
m
Iron
510
ug/I
E5120000
7/61200516:05
0.1
m
Iron
1900
ug/I
E5120000
10/5/200516:05
0.1
m
Iron
370
ug/I
E5120000
1/18/2006 16:50
0.1
m
Iron
8000
ug/I
E5120000
4/20/2006 15:00
0.1
m
Iron
3600
ug/I
E5120000
1/15/200315:40
0.1
m
Lead
Non -detect
E5120000
4/30/200315:15
0.1
m
Lead
Non -detect
E5120000
7/22/200316:45
0.1
m
Lead
Non -detect
E5120000
10/8/200315:10
0.1
m
Lead
Non -detect
E5120000
1/21/200416:40
0.1
m
Lead
Non -detect
E5120000
4/7/200416:10
0.1
m
Lead
Non -detect
E5120000
7/21/200414:50
0.1
m
Lead
Non -detect
E5120000
10/7/200411:30
0.1
m
Lead
Non -detect
E5120000
1111/200515:20
0.1
m
Lead
Non -detect
E5120000
4/6/200517:20
0.1
m
Lead
Non -detect
E5120000
7/6/200516:05
0.1
m
Lead
Non -detect
E5120000
10/5/200516:05
0.1
m
Lead
Non -detect
E5120000
1/18/2006 16:50
0.1
m
Lead
Non -detect
E5120000
4/20/2006 15:00
0.1
m
Lead
Non -detect
E5120000
4/20/2006 15:00
0.1
m
Manganese
130
ug/I
E5120000
1/15/200315:40
0.1
m
Mercury
Non -detect
E5120000
4/30/200315:15
0.1
m
Mercury
Non -detect
E5120000
7/22/200316:45
0.1
m
Mercury
Non -detect
E5120000
10/8/200315:10
0.1
m
Mercury
Non -detect
E5120000
1/21/200416:40
0.1
m
Mercury
Non -detect

E5120000
4/7/200416:10
0.1
m
Mercury
Non -detect
E5120000
7/21/200414:50
0.1
m
Mercury
Non -detect
E5120000
10/7/200411:30
0.1
m
Mercury
Non -detect
E5120000
1/11/200515:20
0.1
m
Mercury
Non -detect
E5120000
4/6/200517:20
0.1
m
Mercury
Non -detect
E5120000
7/6/200516:05
0.1
m
Mercury
Non -detect
E5120000
10/5/200516:05
0.1
m
Mercury
Non -detect
E5120000
1/18/200616:50
0.1
m
Mercury
Non -detect
E5120000
4/20/200615:00
0.1
m
Mercury
Non -detect
E5120000
1/15/200315:40
0.1
m
Nickel
Non -detect
E5120000
4/30/2003 15:15
0.1
m
Nickel
Non -detect
E5120000
7/22/200316:45
0.1
m
Nickel
Non -detect
E5120000
1018/200315:10
0.1
m
Nickel
Non -detect
E5120000
1/21/200416:40
0.1
m
Nickel
Non -detect
E5120000
417/200416:10
0.1
m
Nickel
Non -detect
E5120000
7/21/200414:50
0.1
m
Nickel
Non -detect
E5120000
10/7/200411:30
0.1
m
Nickel
Non -detect
E5120000
1/11/200515:20
0.1
m
Nickel
Non -detect
E5120000
4/6/200517:20
0.1
m
Nickel
Non -detect
E5120000
7/6/200516:05
0.1
m
Nickel
Non -detect
E5120000
10/5/200516:05
0.1
m
Nickel
Non -detect
E5120000
1/18/200616:50
0.1
m
Nickel
Non -detect
E5120000
4/20/200615:00
0.1
m
Nickel
Non -detect
E5120000
1/151200315:40
0.1
m
pH
7.1
None
E5120000
2/12/200316:10
0.1
m
pH
7.4
None
E5120000
3/18/200314:50
0.1
m
pH
7.1
None
E5120000
4/30/2003 15:15
0.1
m
pH
7.2
None
E5120000
5/28/200315:40
0.1
m
pH
7.5
None
E5120000
6/20/200312:10
0.1
m
pH
7.3
None
E5120000
7/22/200316:45
0.1
m
pH
7.2
None
E5120000
8/6/200315:10
0.1
m
pH
7.2
None
E5120000
10/8/200315:10
0.1
m
pH
7.7
None
E5120000
11/5/200315:20
0.1
m
pH
7.5
None
E5120000
12/10/200315:30
0.1
m
pH
7.4
None
E5120000
1/21/200416:40
0.1
m
pH
7.3
None
E5120000
2/11/200415:30
0.1
m
pH
7.1
None
E5120000
3/10/200415:00
0.1
m
pH
7.5
None
E5120000
4/7/200416:10
0.1
m
pH
7.6
None
E5120000
5/6/200415:00
0.1
m
pH
7.1
None
E5120000
6/8/200415:45
0.1
m
pH
7
None
E5120000
7/21/200414:50
0.1
m
pH
7.4
None
E5120000
8/25/200415:45
0.1
m
pH
7.3
None
E5120000
9/11200417:10
0.1
m
pH
7.2
None
E5120000
10/7/200411:30
0.1
m
pH
7.2
None
E5120000
11/9/200414:40
0.1
m
pH
7
None
E5120000
12/8/200415:30
0.1
m
pH
7
None
E5120000
1/11/200515:20
0.1
m
pH
7.3
None
E5120000
2/15/200515:45
0.1
m
pH
7.1
None
E5120000
3/16/200515:20
0.1
m
pH
7.2
None
E5120000
4/6/200517:20
0.1
m
pH
7.3
None
E5120000
5/26/200514:30
0.1
m
pH
7.7
None
E5120000
6/20/200515:15
0.1
m
pH
7.2
None
E5120000
7/6/200516:05
0.1
m
pH
7
None
E5120000
8/2/200515:30
0.1
m
pH
7.2
None
E5120000
10/5/200516:05
0.1
m
pH
7.7
None
E5120000
11/22/200514:55
0.1
m
pH
7.2
None
E5120000
12/291200513:35
0.1
m
pH
6.8
None
E5120000
1/18/200616:50
0.1
m
pH
6.5
None
E5120000
3/21/200615:30
0.1
m
pH
7.1
None
E5120000
4/20/200615:00
0.1
m
pH
7.1
None
E5120000
1/15/2003 15:40
0.1
m
Solids, Total Suspended (TSS)
2.7
mg/I
E5120000
4/30/2003 15:15
0.1
m
Solids, Total Suspended (TSS)
15
mg/I
E5120000
7/22/2003 16:45
0.1
m
Solids, Total Suspended (TSS)
52
mg/I
E5120000
10/8/2003 15:10
0.1
m
Solids, Total Suspended (TSS)
Non -detect
E5120000
1/21/2004 16:40
0.1
m
Solids, Total Suspended (TSS)
Non -detect
E5120000
4/7/2004 16:10
0.1
m
Solids, Total Suspended (TSS)
5.4
mg/I
E5120000
7/21/2004 14:50
0.1
m
Solids, Total Suspended (TSS)
12
mg/I
E5120000
10/7/2004 11:30
0.1
m
Solids, Total Suspended (TSS)
12
mg/I
E5120000
1/11/2005 15:20
0.1
m
Solids, Total Suspended (TSS)
4
mg/I
E5120000
4/6/2005 17:20
0.1
m
Solids, Total Suspended (TSS)
16
mg/I
E5120000
7/6/2005 16:05
0.1
m
Solids, Total Suspended (TSS)
41
mg/I
E5120000
10/5/2005 16:05
0.1
m
Solids, Total Suspended (TSS)
5.5
mg/I

E5120000
1/18/2006 16:50
0.1
m
Solids, Total Suspended (TSS)
200
mg/I
E5120000
4/20/2006 15:00
0.1
m
Solids, Total Suspended (TSS)
62
mg/I
E5120000
1/15/2003 15:40
0.1
m
Specific conductance
61
umho/cm
E5120000
2/12/2003 16:10
0.1
m
Specific conductance
68
umho/cm
E5120000
3/18/2003 14:50
0.1
m
Specific conductance
58
umho/cm
E5120000
4/30/2003 15:15
0.1
m
Specific conductance
56
umho/cm
E5120000
5/28/2003 15:40
0.1
m
Specific conductance
50
umho/cm
E5120000
6/20/2003 12:10
0.1
m
Specific conductance
55
umho/cm
E5120000
7/22/2003 16:45
0.1
m
Specific conductance
52
umho/cm
E5120000
8/6/2003 15:10
0.1
m
Specific conductance
60
umho/cm
E5120000
10/8/2003 15:10
0.1
m
Specific conductance
71
umho/cm
E5120000
11/5/2003 15:20
0.1
m
Specific conductance
74
umho/cm
E5120000
12/10/2003 15:30
0.1
m
Specific conductance
57
umho/cm
E5120000
1/21/2004 16:40
0.1
m
Specific conductance
58
umho/cm
E5120000
2/11/2004 15:30
0.1
m
Specific conductance
52
umho/cm
E5120000
3/10/2004 15:00
0.1
m
Specific conductance
57
umho/cm
E5120000
4/7/2004 16:10
0.1
m
Specific conductance
62
umho/cm
E5120000
5/6/2004 15:00
0.1
m
Specific conductance
61
umho/cm
E5120000
6/8/2004 15:45
0.1
m
Specific conductance
73
umho/cm
E5120000
7/21/2004 14:50
0.1
m
Specific conductance
75
umho/cm
E5120000
8/25/2004 15:45
0.1
m
Specific conductance
68
umho/cm
E5120000
9/1/200417:10
0.1
m
Specific conductance
54
umho/cm
E5120000
10/7/2004 11:30
0.1
m
Specific conductance
50
umho/cm
E5120000
11/9/2004 14:40
0.1
m
Specific conductance
55
umho/cm
E5120000
12/8/2004 15:30
0.1
m
Specific conductance
50
umho/cm
E5120000
1/11/2005 15:20
0.1
m
Specific conductance
59
umho/cm
E5120000
2/15/2005 15:45
0.1
m
Specific conductance
57
umho/cm
E5120000
3/16/2005 15:20
0.1
m
Specific conductance
57
umho/cm
E5120000
4/6/2005 17:20
0.1
m
Specific conductance
51
umho/cm
E5120000
5/26/2005 14:30
0.1
m
Specific conductance
63
umho/cm
E5120000
6/20/2005 15:15
0.1
m
Specific conductance
46
umho/cm
E5120000
7/6/2005 16:05
0.1
m
Specific conductance
43
umho/cm
E5120000
8/2/2005 15:30
0.1
m
Specific conductance
45
umho/cm
E5120000
10/5/2005 16:05
0.1
m
Specific conductance
64
umho/cm
E5120000
11/22/2005 14:55
0.1
m
Specific conductance
59
umho/cm
E5120000
12/29/2005 13:35
0.1
m
Specific conductance
55
umho/cm
E5120000
1/18/2006 16:50
0.1
m
Specific conductance
51
umho/cm
E5120000
3/21/2006 15:30
0.1
m
Specific conductance
69
umho/cm
E5120000
4/20/2006 15:00
0.1
m
Specific conductance
75
umho/cm
E5120000
1/15/2003 15:40
0.1
m
Temperature, water
2
deg C
E5120000
2/12/2003 16:10
0.1
m
Temperature, water
6
deg C
E5120000
3/18/2003 14:50
0.1
m
Temperature, water
13
deg C
E5120000
4/30/2003 15:15
0.1
m
Temperature, water
19
deg C
E5120000
5/28/2003 15:40
0.1
m
Temperature, water
18
deg C
E5120000
6/20/2003 12:10
0.1
m
Temperature, water
20
deg C
E5120000
7/22/2003 16:45
0.1
m
Temperature, water
22
deg C
E5120000
8/6/2003 15:10
0.1
m
Temperature, water
22
deg C
E5120000
10/8/2003 15:10
0.1
m
Temperature, water
16
deg C
E5120000
11/5/2003 15:20
0.1
m
Temperature, water
16
deg C
E5120000
12/10/2003 15:30
0.1
m
Temperature, water
7
deg C
E5120000
1/21/2004 16:40
0.1
m
Temperature, water
3
deg C
E5120000
2/11/2004 15:30
0.1
m
Temperature, water
5
deg C
E5120000
3/10/2004 15:00
0.1
m
Temperature, water
9
deg C
E5120000
4/7/2004 16:10
0.1
m
Temperature, water
13
deg C
E5120000
5/6/2004 15:00
0.1
m
Temperature, water
18
deg C
E5120000
6/8/2004 15:45
0.1
m
Temperature, water
21
deg C
E5120000
7/21/2004 14:50
0.1
m
Temperature, water
24
deg C
E5120000
8/25/2004 15:45
0.1
m
Temperature, water
24
deg C
E5120000
9/1/2004 17:10
0.1
m
Temperature, water
23
deg C
E5120000
10/7/2004 11:30
0.1
m
Temperature, water
17
deg C
E5120000
11/9/2004 14:40
0.1
m
Temperature, water
12
deg C
E5120000
12/8/2004 15:30
0.1
m
Temperature, water
11
deg C
E5120000
1/11/2005 15:20
0.1
m
Temperature, water
10
deg C
E5120000
2/15/2005 15:45
0.1
m
Temperature, water
7.5
deg C
E5120000
3/16/2005 15:20
0.1
m
Temperature, water
8.7
deg C
E5120000
4/6/2005 17:20
0.1
m
Temperature, water
15.2
deg C
E5120000
5/26/2005 14:30
0.1
m
Temperature, water
18.3
deg C
E5120000
6/20/2005 15:15
0.1
m
Temperature, water
18.7
deg C
E5120000
7/6/2005 16:05
0.1
m
Temperature, water
22
deg C
E5120000
8/2/2005 15:30
0.1
m
Temperature, water
23.1
deg C
E5120000
10/5/2005 16:05
0.1
m
Temperature, water
20.8
deg C
E5120000
11/22/2005 14:55
0.1
m
Temperature, water
7.9
deg C

E5120000
12/29/2005 13:35
0.1
m
Temperature, water
5.9
deg C
E5120000
1/18/2006 16:50
0.1
m
Temperature, water
7.7
deg C
E5120000
3/21/2006 15:30
0.1
m
Temperature, water
8.5
deg C
E5120000
4/20/2006 15:00
0.1
m
Temperature, water
17.6
deg C
E5120000
1/15/200315:40
0.1
m
Turbidity
4.7
NTU
E5120000
2/12/200316:10
0.1
m
Turbidity
4
NTU
E5120000
3/18/200314:50
0.1
m
Turbidity
16
NTU
E5120000
4/30/200315:15
0.1
m
Turbidity
14
NTU
E5120000
5/281200315:40
0.1
m
Turbidity
15
NTU
E5120000
6/20/200312:10
0.1
m
Turbidity
50
NTU
E5120000
7/22/200316:45
0.1
m
Turbidity
55
NTU
E5120000
8/6/200315:10
0.1
m
Turbidity
65
NTU
E5120000
10/8/200315:10
0.1
m
Turbidity
4.5
NTU
E5120000
11/5/200315:20
0.1
m
Turbidity
5.9
NTU
E5120000
12/10/200315:30
0.1
m
Turbidity
6.8
NTU
E5120000
1/21/200416:40
0.1
m
Turbidity
4.1
NTU
E5120000
2/11/200415:30
0.1
m
Turbidity
16
NTU
E5120000
3/10/200415:00
0.1
m
Turbidity
2.75
NTU
E5120000
417/200416:10
0.1
m
Turbidity
2.3
NTU
E5120000
5/6/200415:00
0.1
m
Turbidity
4.9
NTU
E5120000
6/8/200415:45
0.1
m
Turbidity
6.6
NTU
E5120000
7/21/200414:50
0.1
m
Turbidity
13
NTU
E5120000
8/25/200415:45
0.1
m
Turbidity
60
NTU
E5120000
9/l/200417:10
0.1
m
Turbidity
110
NTU
E5120000
10/7/200411:30
0.1
m
Turbidity
11
NTU
E5120000
11/9/200414:40
0.1
m
Turbidity
8.2
NTU
E5120000
12/8/200415:30
0.1
m
Turbidity
12
NTU
E5120000
1/11/200515:20
0.1
m
Turbidity
4.4
NTU
E5120000
2/15/200515:45
0.1
m
Turbidity
5.1
NTU
E5120000
3/16/200515:20
0.1
m
Turbidity
7.6
NTU
E5120000
4/6/200517:20
0.1
m
Turbidity
11
NTU
E5120000
5/26/200514:30
0.1
m
Turbidity
7.1
NTU
E5120000
6/20/200515:15
0.1
m
Turbidity
40
NTU
E5120000
7/6/200516:05
0.1
m
Turbidity
32
NTU
E5120000
8/2/200515:30
0.1
m
Turbidity
26
NTU
E5120000
10/5/200516:05
0.1
m
Turbidity
5
NTU
E5120000
11/22/200514:55
0.1
m
Turbidity
70
NTU
E5120000
12/29/200513:35
0.1
m
Turbidity
17
NTU
E5120000
1/18/200616:50
0.1
m
Turbidity
140
NTU
E5120000
3/21/200615:30
0.1
m
Turbidity
17
NTU
E5120000
4/201200615:00
0.1
m
Turbidity
80
NTU
E5120000
1/15/200315:40
0.1
m
Zinc
Non -detect
E5120000
4/30/200315:15
0.1
m
Zinc
Non -detect
E5120000
7/22/200316:45
0.1
m
Zinc
15
ug/I
E5120000
10/8/200315:10
0.1
m
Zinc
19
ug/I
E5120000
1/21/200416:40
0.1
m
Zinc
17
ug/I
E5120000
417/200416:10
0.1
m
Zinc
10
ug/I
E5120000
7/21/200414:50
0.1
m
Zinc
Non -detect
E5120000
10/7/200411:30
0.1
m
Zinc
Non -detect
E5120000
1/11/200515:20
0.1
m
Zinc
Non -detect
E5120000
4/6/200517:20
0.1
m
Zinc
Non -detect
E5120000
7/6/200516:05
0.1
m
Zinc
Non -detect
E5120000
10/5/200516:05
0.1
m
Zinc
22
ug/I
E5120000
1/18/200616:50
0.1
m
Zinc
34
ug/I
E5120000
4/20/200615:00
0.1
m
Zinc
19
ug/I

UP $
G
Station ID
Activity Start
Characteristic Name
lesult Value as Te
Units
E4280000
1/29/200214:35
Aluminum
480
ug/I
E4280000
4/9/200214:50
Aluminum
480
ug/I
E4280000
7/10/200214:15
Aluminum
350
ug/I
E4280000
10/24/200211:20
Aluminum
330
ug/I
E4280000
1/15/200314:35
Aluminum
120
ug/I
E4280000
4/30/200314:05
Aluminum
470
ug/I
E4280000
7/22/200315:45
Aluminum
1400
ug/I
E4280000
10/8/200313:50
Aluminum
170
ug/I
E4280000
1/21/200415.20
Aluminum
96
ug/I
E4280000
4/7/200415:00
Aluminum
190
ug/I
E4280000
7/21/200413:40
Aluminum
1000
ug/I
E4280000
10/7/200410:30
Aluminum
520
ug/I
E4280000
1/11/200513:45
Aluminum
120
ug/I
E4280000
4/6/200516:05
Aluminum
790
ug/I
E4280000
7/6/200514:40
Aluminum
2000
ug/I
E4280000
1015/200514:55
Aluminum
180
ug/I
E4280000
1/18/200615.30
Aluminum
3200
ug/I
E4280000
4/20/200613:50
Aluminum
1700
ug/I
E4280000
1/29/200214:35
Arsenic
*Non -detect
E4280000
4/9/200214:50
Arsenic
'Non -detect
E4280000
7/10/200214:15
Arsenic
"Non -detect
E4280000
10/24/200211:20
Arsenic
*Non -detect
E4280000
1/15/200314:35
Arsenic
'Non -detect
E4280000
4/301200314:05
Arsenic
'Non -detect
E4280000
7/22/200315:45
Arsenic
`Non -detect
E4280000
10/8/200313:50
Arsenic
`Non -detect
E4280000
1/21/200415:20
Arsenic
"Non -detect
E4280000
4/7/200415.00
Arsenic
"Non -detect
E4280000
7/21/200413:40
Arsenic
'Non -detect
E4280000
10/7/200410:30
Arsenic
`Non -detect
E4280000
1/11/200513:45
Arsenic
'Non -detect
E4280000
4/61200516:05
Arsenic
*Non -detect
E4280000
7/6/200514:40
Arsenic
*Non -detect
E4280000
10/5/200514:55
Arsenic
*Non -detect
E4280000
1/18/200615:30
Arsenic
*Non -detect
E4280000
4/20/200613:50
Arsenic
*Non -detect
E4280000
1/29/200214:35
Cadmium
*Non -detect
E4280000
4/9/200214:50
Cadmium
*Non -detect
E4280000
7/10/200214:15
Cadmium
*Non -detect
E4280000
10/24/200211:20
Cadmium
*Non -detect
E4280000
1/15/200314:35
Cadmium
*Non -detect
E4280000
4/30/200314:05
Cadmium
*Non -detect
E4280000
7/22/200315:45
Cadmium
*Non -detect
E4280000
10/8/200313:50
Cadmium
*Non -detect
E4280000
1/21/200415:20
Cadmium
*Non -detect
E4280000
4/7/200415:00
Cadmium
*Non -detect
E4280000
7/21/200413:40
Cadmium
*Non -detect
E4280000
10/7/200410:30
Cadmium
*Non -detect
E4280000
1/11/200513:45
Cadmium
*Non -detect
E4280000
4/6/200516:05
Cadmium
*Non -detect
E4280000
7/6/200514:40
Cadmium
*Non -detect
E4280000
10/5/200514:55
Cadmium
*Non -detect
E4280000
1/18/200615:30
Cadmium
*Non -detect
E4280000
4/20/200613:50
Cadmium
*Non -detect
E4280000
1/29/200214:35
Chromium
*Non -detect
E4280000
4/9/200214:50
Chromium
*Non -detect
E4280000
7/10/200214:15
Chromium
*Non -detect
E4280000
10/24/200211:20
Chromium
*Non -detect
E4280000
1/15/200314:35
Chromium
*Non -detect
E4280000
4/30/200314:05
Chromium
*Non -detect
E4280000
7/22/200315:45
Chromium
*Non -detect
E4280000
10/8/200313:50
Chromium
*Non -detect
E4280000
1/21/200415:20
Chromium
*Non -detect
E4280000
417/200415:00
Chromium
*Non -detect
E4280000
7/21/200413:40
Chromium
*Non -detect
E4280000
1017/200410:30
Chromium
*Non -detect
E4280000
1/11/200513:45
Chromium
*Non -detect
E4280000
4/6/200516:05
Chromium
*Non -detect
E4280000
7/6/200514:40
Chromium
*Non -detect
E4280000
10/5/200514:55
Chromium
*Non -detect
E4280000
1/18/200615:30
Chromium
*Non -detect
E4280000
4/20/200613:50
Chromium
*Non -detect
E4280000
1/29/200214:35
Copper
*Non -detect

E4280000
419/200214:50
Copper
2.9
ug/I
E4280000
7/10/2002 14:15
Copper
'Non -detect
E4280000
10/24/200211:20
Copper
2.2
ug/I
E4280000
1/15/200314:35
Copper
2.1
ug/I
E4280000
4/30/200314.05
Copper
"Non -detect
E4280000
7/221200315:45
Copper
3.7
ug/I
E4280000
10/8/200313:50
Copper
'Non -detect
E4280000
1/21/200415:20
Copper
'Non -detect
E4280000
4/7/200415:00
Copper
'Non -detect
E4280000
7/21/200413:40
Copper
'Non -detect
E4280000
10/7/200410:30
Copper
'Non -detect
E4280000
1/11/200513:45
Copper
'Non -detect
E4280000
4/6/200516:05
Copper
'Non -detect
E4280000
7/6/200514:40
Copper
2.2
ug/I
E4280000
10/5/200514:55
Copper
3
ug/I
E4280000
1/18/200615:30
Copper
4
ug/I
E4280000
4/20/200613:50
Copper
3.7
ug/l
E4280000
1/29/2002 14:35
Dissolved oxygen (DO)
12.5
mg/l
E4280000
3/21/2002 14:50
Dissolved oxygen (DO)
9.8
mg/l
E4280000
4/9/2002 14:50
Dissolved oxygen (DO)
10
mg/l
E4280000
5/1/2002 14:25
Dissolved oxygen (DO)
10.7
mg/l
E4280000
6/5/2002 14:25
Dissolved oxygen (DO)
8.5
mg/l
E4280000
7/10/2002 14:15
Dissolved oxygen (DO)
8.6
mg/l
E4280000
8/21/2002 13:25
Dissolved oxygen (DO)
7.8
mg/l
E4280000
9/4/2002 14:35
Dissolved oxygen (DO)
9.8
mg/l
E4280000
10/24/2002 11:20
Dissolved oxygen (DO)
9.1
mg/l
E4280000
11/6/2002 14:40
Dissolved oxygen (DO)
11.3
mg/l
E4280000
12/5/2002 15:10
Dissolved oxygen (DO)
12
mg/l
E4280000
1/15/2003 14:35
Dissolved oxygen (DO)
13.3
mg/l
E4280000
2/12/2003 15:10
Dissolved oxygen (DO)
14.1
mg/l
E4280000
3/18/2003 13:55
Dissolved oxygen (DO)
10.6
mg/l
E4280000
4/30/2003 14:05
Dissolved oxygen (DO)
11
mg/l
E4280000
5/28/2003 14:45
Dissolved oxygen (DO)
9.5
mg/l
E4280000
6/20/2003 11:05
Dissolved oxygen (DO)
9.8
mg/l
E4280000
7/22/2003 15:45
Dissolved oxygen (DO)
8.9
mg/l
E4280000
8/6/2003 14:05
Dissolved oxygen (DO)
7.5
mg/l
E4280000
9/24/2003 14:45
Dissolved oxygen (DO)
8.9
mg/l
E4280000
10/8/2003 13:50
Dissolved oxygen (DO)
9.8
mg/l
E4280000
11/5/2003 14:10
Dissolved oxygen (DO)
10.3
mg/l
E4280000
12/10/2003 14:10
Dissolved oxygen (DO)
12
mg/l
E4280000
1/21/2004 15:20
Dissolved oxygen (DO)
14.5
mg/l
E4280000
2/11/2004 13:55
Dissolved oxygen (DO)
13.1
mg/l
E4280000
3/10/2004 13:55
Dissolved oxygen (DO)
10.5
mg/l
E4280000
4/7/2004 15:00
Dissolved oxygen (DO)
11.1
mg/l
E4280000
5/6/2004 13:40
Dissolved oxygen (DO)
10.5
mg/l
E4280000
6/8/2004 14:30
Dissolved oxygen (DO)
8.7
mg/l
E4280000
7/21/2004 13:40
Dissolved oxygen (DO)
8.3
mg/l
E4280000
8/26/2004 13:50
Dissolved oxygen (DO)
7.8
mg/l
E4280000
9/l/2004 15:55
Dissolved oxygen (DO)
6.7
mg/l
E4280000
10/7/2004 10:30
Dissolved oxygen (DO)
9.1
mg/l
E4280000
11/9/2004 13:05
Dissolved oxygen (DO)
11.2
mg/l
E4280000
12/8/2004 14:15
Dissolved oxygen (DO)
11
mg/l
E4280000
1/11/2005 13:45
Dissolved oxygen (DO)
12.7
mg/l
E4280000
2/15/2005 14:20
Dissolved oxygen (DO)
12.8
mg/l
E4280000
3/16/2005 14:15
Dissolved oxygen (DO)
12
mg/l
E4280000
4/6/2005 16:05
Dissolved oxygen (DO)
10.4
mg/l
E4280000
5/26/2005 12:45
Dissolved oxygen (DO)
11.4
mg/l
E4280000
6/20/2005 14:05
Dissolved oxygen (DO)
10.1
mg/l
E4280000
7/6/2005 14:40
Dissolved oxygen (DO)
7.9
mg/l
E4280000
8/2/2005 14:25
Dissolved oxygen (DO)
9.4
mg/l
E4280000
10/5/2005 14:55
Dissolved oxygen (DO)
9.2
mg/l
E4280000
11/22/2005 13:45
Dissolved oxygen (DO)
10.2
mg/l
E4280000
12/29/2005 12:20
Dissolved oxygen (DO)
10.8
mg/l
E4280000
1/18/2006 15:30
Dissolved oxygen (DO)
11.4
mg/l
E4280000
3/21/2006 14:15
Dissolved oxygen (DO)
11.6
mg/l
E4280000
4/20/2006 13:50
Dissolved oxygen (DO)
8.2
mg/l
E4280000
1/29/2002 14:35
Fecal Coliform
'Non -detect
E4280000
3/21/2002 14:50
Fecal Coliform
300
#/loom[
E4280000
4/9/2002 14:50
Fecal Coliform
'Non -detect
E4280000
5/1/2002 14:25
Fecal Coliform
1000
#/loom[
E4280000
6/5/2002 14:25
Fecal Coliform
1300
#/looml
E4280000
7/10/2002 14:15
Fecal Coliform
300
#/looml
E4280000
8/21/2002 13:25
Fecal Coliform
32
#/loom[
E4280000
9/4/2002 14:35
Fecal Coliform
23
#/loom[

10/24/2002 11:20
Fecal Coliform
21
#/100ml
11/6/2002 14:40
Fecal Coliform
86
#/100ml
12/5/2002 15:10
Fecal Coliform
410
#/100ml
1/15/200314:35
Fecal Coliform
1
#/looml
2/12/2003 15:10
Fecal Coliform
1
#/looml
3/18/2003 13:55
Fecal Coliform
87
#/100ml
4/30/2003 14:05
Fecal Coliform
25
#/10oml
5/28/2003 14:45
Fecal Coliform
84
#/100m1
6/20/2003 11:05
Fecal Coliform
180
#/loom[
7/22/2003 15:45
Fecal Coliform
380
#/10oml
8/6/2003 14:05
Fecal Coliform
2200
#/lo0m1
9/24/2003 14:45
Fecal Coliform
1800
#/100ml
10/8/2003 13:50
Fecal Coliform
29
#/100ml
11/5/2003 14:10
Fecal Coliform
330
#/100ml
12/10/2003 14:10
Fecal Coliform
450
#/100ml
1/21/2004 15:20
Fecal Coliform
5
#/100ml
2/11/2004 13:55
Fecal Coliform
29
#/100ml
3/10/2004 13:55
Fecal Coliform
72
#/l0oml
4/7/2004 15:00
Fecal Coliform
'Non -detect
5/6/2004 13:40
Fecal Coliform
48
#/loom[
6/8/2004 14:30
Fecal Coliform
80
#/loom[
7/21/2004 13:40
Fecal Coliform
110
#/100ml
8/26/2004 13:50
Fecal Coliform
92
#/loom[
9/1/2004 15:55
Fecal Coliform
3000
#/loom[
10/7/2004 10:30
Fecal Coliform
1400
#/looml
11/9/2004 13:05
Fecal Coliform
73
#/looml
12/8/2004 14:15
Fecal Coliform
150
#/loom[
1/11/2005 13:45
Fecal Coliform
22
#/loom[
2/15/2005 14:20
Fecal Coliform
26
#/t00m1
3/16/2005 14:15
Fecal Coliform
120
#/loom[
4/6/2005 16:05
Fecal Coliform
'Non -detect
5/26/2005 12:45
Fecal Coliform
220
#/100ml
6/20/2005 14:05
Fecal Coliform
390
#/100ml
7/6/2005 14:40
Fecal Coliform
280
#/100ml
8/2/2005 14:25
Fecal Coliform
290
#/100ml
10/5/2005 14:55
Fecal Coliform
28
#/100ml
11/22/2005 13:45
Fecal Coliform
3000
#/100ml
12/29/2005 12:20
Fecal Coliform
88
#/100ml
1/18/2006 15:30
Fecal Coliform
800
#/100ml
3/21/2006 14:15
Fecal Coliform
110
#/100ml
4/20/2006 13:50
Fecal Coliform
500
#/100ml
1/29/2002 14:35
low, severity (choice list
LOW
3/21/2002 14:50
7low, severity (choice list
NORMAL
4/9/2002 14:50
low, severity (choice list
LOW
5/l/2002 14:25
low, severity (choice list
LOW
6/5/2002 14:25
7low, severity (choice list
LOW
7/10/2002 14:15
low, severity (choice list
LOW
8/21/2002 13:25
low, severity (choice list
LOW
9/4/2002 14:35
7low, severity (choice list
LOW
10/24/2002 11:20
low, severity (choice list
LOW
11/6/2002 14:40
low, severity (choice list
LOW
12/5/2002 15:10
low, severity (choice list
NORMAL
1/15/2003 14:35
low, severity (choice list
LOW
2/12/2003 15:10
low, severity (choice list
LOW
3/18/2003 13:55
low, severity (choice list
LOW
4/30/2003 14:05
low, severity (choice list
LOW
5/28/2003 14:45
low, severity (choice list
LOW
6/20/2003 11:05
low, severity (choice list
NORMAL
7/22/2003 15:45
low, severity (choice list
NORMAL
8/6/2003 14:05
low, severity (choice list
NORMAL
9/24/2003 14:45
low, severity (choice list
NORMAL
10/8/2003 13:50
low, severity (choice list
LOW
11/5/2003 14:10
low, severity (choice list
LOW
12/10/2003 14:10
Zlow, severity (choice list
NORMAL
1/21/2004 15:20
low, severity (choice list
LOW
2/11/2004 13:55
low, severity (choice list
LOW
3/10/2004 13:55
low, severity (choice list
LOW
4/7/2004 15:00
low, severity (choice list
LOW
5/6/2004 13:40
low, severity (choice list
LOW
6/8/2004 14:30
low, severity (choice list
LOW
7/21/2004 13:40[low,
low, severity (choice list
LOW
8/26/2004 13:50low,
severity (choice list
LOW
9/l/2004 15:55
low, severity (choice list
NORMAL
10/7/2004 10:30
severity (choice list
LOW

E4280000
11/9/2004 13:05
9ow, severity (choice list
LOW
E4280000
12/8/2004 14:15
9ow, severity (choice list
LOW
E4280000
1/11/2005 13:45
9ow, severity (choice list
LOW
E4280000
2/15/2005 14:20
9ow, severity (choice list
LOW
E4280000
3/16/2005 14:15
9ow, severity (choice list
LOW
E4280000
4/6/2005 16:05
9ow, severity (choice list
LOW
E4280000
5/26/2005 12:45
9ow, severity (choice list
LOW
E4280000
6/20/2005 14:05
low, severity (choice list
LOW
E4280000
7/6/2005 14:40
low, severity (choice list
NORMAL
E4280000
8/2/2005 14:25
low, severity (choice list
LOW
E4280000
10/5/2005 14:55[low,
severity (choice list
LOW
E4280000
11/22/2005 13:45
low, severity (choice list
NORMAL
E4280000
12/29/2005 12:20
low, severity (choice list
LOW
E4280000
1/18/2006 15:30
9ow, severity (choice list
NORMAL
E4280000
3/21/2006 14:15
low, severity (choice list
LOW
E4280000
4/20/2006 13:50
low, severity (choice list
LOW
E4280000
1 /29/2002 14:35
Iron
560
E4280000
4/9/200214:50
Iron
620
E4280000
7/10/200214:15
Iron
570
E4280000
10/24/2002 11:20
Iron
450
E4280000
1/15/2003 14:35
Iron
260
E4280000
4/30/200314:05
Iron
540
E4280000
7/22/200315:45
Iron
1500
E4280000
10/8/2003 13:50
Iron
320
E4280000
1 /21 /2004 15:20
Iron
220
E4280000
4/7/200415:00
Iron
350
E4280000
7/21/200413.40
Iron
970
E4280000
10/7/2004 10:30
Iron
700
E4280000
1 /11 /2005 13:45
Iron
280
E4280000
4/6/200516:05
Iron
890
E4280000
7/6/200514:40
Iron
1900
E4280000
10/5/2005 14:55
Iron
340
E4280000
1/18/200615:30
Iron
4000
E4280000
4/20/200613:50
Iron
2100
E4280000
1/29/200214:35
Lead
'Non -detect
E4280000
4/9/200214:50
Lead
'Non -detect
E4280000
7/10/200214:15
Lead
`Non -detect
E4280000
10/24/200211:20
Lead
'Non -detect
E4280000
1/15/200314:35
Lead
'Non -detect
E4280000
4/30/200314:05
Lead
'Non -detect
E4280000
7/22/200315:45
Lead
'Non -detect
E4280000
10/8/200313:50
Lead
'Non -detect
E4280000
1/21/200415:20
Lead
'Non -detect
E4280000
4/7/200415:00
Lead
'Non -detect
E4280000
7/21/200413:40
Lead
'Non -detect
E4280000
1017/200410:30
Lead
'Non -detect
E4280000
1/11/200513:45
Lead
'Non -detect
E4280000
4/6/200516:05
Lead
'Non -detect
E4280000
7/6/200514:40
Lead
'Non -detect
E4280000
10/5/2005 14:55
Lead
'Non -detect
E4280000
1/18/200615:30
Lead
'Non -detect
E4280000
4/20/200613:50
Lead
'Non -detect
E4280000
4/20/200613:50
Manganese
100
E4280000
1/29/200214:35
Mercury
'Non -detect
E4280000
4/9/200214:50
Mercury
'Non -detect
E4280000
7/10/200214:15
Mercury
'Non -detect
E4280000
10/24/200211:20
Mercury
'Non -detect
E4280000
1/15/200314:35
Mercury
'Non -detect
E4280000
4/30/200314:05
Mercury
'Non -detect
E4280000
7/22/200315:45
Mercury
'Non -detect
E4280000
10/8/200313:50
Mercury
'Non -detect
E4280000
1/21/200415:20
Mercury
'Non -detect
E4280000
4/7/200415:00
Mercury
'Non -detect
E4280000
7/21/200413:40
Mercury
'Non -detect
E4280000
1017/200410:30
Mercury
'Non -detect
E4280000
1/11/200513:45
Mercury
'Non -detect
E4280000
4/6/200516:05
Mercury
'Non -detect
E4280000
7/6/200514:40
Mercury
'Non -detect
E4280000
10/5/2005 14:55
Mercury
'Non -detect
E4280000
1/18/200615:30
Mercury
'Non -detect
E4280000
4/20/200613:50
Mercury
'Non -detect
E4280000
1/29/200214:35
Nickel
'Non -detect
E4280000
4/9/200214:50
Nickel
'Non -detect
E4280000
7/10/200214:15
Nickel
'Non -detect
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I

E4280000 10/24/200211:20 Nickel 'Non -detect
E4280000 1/15/200314.35 Nickel `Non -detect
E4280000 4/30/200314:05 Nickel 'Non -detect
E4280000 7/22/2003 15:45 Nickel `Non -detect
E4280000 10/8/200313:50 Nickel 'Non -detect
E4280000 1/21/200415.20 Nickel 'Non -detect
E4280000 4/7/200415.00 Nickel 'Non -detect
E4280000 7/21/2004 13:40 Nickel `Non -detect
E4280000 1017/200410.30 Nickel 'Non -detect
E4280000 1/11/2005 13:45 Nickel 'Non -detect
E4280000 4/6/2005 16:05 Nickel 'Non -detect
E4280000 7/6/2005 14:40 Nickel 'Non -detect
E4280000 10/5/200514:55 Nickel 'Non -detect
E4280000 1/18/200615.30 Nickel `Non -detect
E4280000 4/20/200613:50 Nickel 'Non -detect
E4280000 7/22/2003 15:45 gen, ammonia (NH3) as 0.02
E4280000 8/6/2003 14:05 gen, ammonia (NH3) as 0.03
E4280000 9/24/2003 14:45 gen, ammonia (NH3) as 0.33
E4280000 10/8/2003 13:50 gen, ammonia (NH3) as 0.02
E4280000 11/5/2003 14:10 gen, ammonia (NH3) as 'Non -detect
E4280000 12/10/2003 14:10 gen, ammonia (NH3) as 0.02
E4280000 1/21/2004 15:20 gen, ammonia (NH3) as "Non -detect
E4280000 2/11/2004 13:55 gen, ammonia (NH3) as 0.02
E4280000 3/10/2004 13:55 gen, ammonia (NH3) as 'Non -detect
E4280000 4/7/2004 15:00 gen, ammonia (NH3) as 'Non -detect
E4280000 5/6/2004 13:40 gen, ammonia (NH3) as 'Non -detect
E4280000 6/8/2004 14:30 gen, ammonia (NH3) as 'Non -detect
E4280000 7/21/2004 13:40 gen, ammonia (NH3) as 'Non -detect
E4280000 8/26/2004 13:50 gen, ammonia (NH3) as 'Non -detect
E4280000 9/1/2004 15:55 gen, ammonia (NH3) as 0.07
E4280000 10/7/2004 10:30 gen, ammonia (NH3) as 'Non -detect
E4280000 11/9/2004 13:05 gen, ammonia (NH3) as 'Non -detect
E4280000 12/8/2004 14:15 gen, ammonia (NH3) as 'Non -detect
E4280000 1/11/2005 13:45 gen, ammonia (NH3) as 'Non -detect
E4280000 2/15/2005 14:20 gen, ammonia (NH3) as 'Non -detect
E4280000 3/16/2005 14:15 gen, ammonia (NH3) as 'Non -detect
E4280000 4/6/2005 16:05 gen, ammonia (NH3) as 'Non -detect
E4280000 5/26/2005 12:45 gen, ammonia (NH3) as 'Non -detect
E4280000 6/20/2005 14:05 gen, ammonia (NH3) as 0.02
E4280000 7/6/2005 14:40 gen, ammonia (NH3) as 0.03
E4280000 8/2/2005 14:25 gen, ammonia (NH3) as 'Non -detect
E4280000 10/5/2005 14:55 gen, ammonia (NH3) as 'Non -detect
E4280000 11/22/2005 13:45 gen, ammonia (NH3) as 0.08
E4280000 12/29/2005 12:20 gen, ammonia (NH3) as 0.03
E4280000 1/18/2006 15:30 gen, ammonia (NH3) as 0.04
E4280000 3/21/2006 14:15 gen, ammonia (NH3) as 'Non -detect
E4280000 4/20/2006 13:50 gen, ammonia (NH3) as 0.09
E4280000 7/22/2003 15:45 Nitrogen, Kjeldahl 0.2
E4280000 8/6/2003 14:05 Nitrogen, Kjeldahl 0.43
E4280000 9/24/2003 14:45 Nitrogen, Kjeldahl 0.44
E4280000 10/8/2003 13:50 Nitrogen, Kjeldahl 'Non -detect
E4280000 11/5/2003 14:10 Nitrogen, Kjeldahl 'Non -detect
E4280000 12/10/2003 14:10 Nitrogen, Kjeldahl 0.23
E4280000 1/21/2004 15:20 Nitrogen, Kjeldahl 'Non -detect
E4280000 2/11/2004 13:55 Nitrogen, Kjeldahl 'Non -detect
E4280000 3/10/2004 13:55 Nitrogen, Kjeldahl 'Non -detect
E4280000 4/7/2004 15:00 Nitrogen, Kjeldahl 'Non -detect
E4280000 5/6/2004 13:40 Nitrogen, Kjeldahl 'Non -detect
E4280000 6/8/2004 14:30 Nitrogen, Kjeldahl 'Non -detect
E4280000 7/21/2004 13:40 Nitrogen, Kjeldahl 'Non -detect
E4280000 8/26/2004 13:50 Nitrogen, Kjeldahl 0.2
E4280000 9/1/2004 15:55 Nitrogen, Kjeldahl 0.92
E4280000 10/7/2004 10:30 Nitrogen, Kjeldahl 'Non -detect
E4280000 11/9/2004 13:05 Nitrogen, Kjeldahl 'Non -detect
E4280000 12/8/2004 14:15 Nitrogen, Kjeldahl 0.2
E4280000 1/11/2005 13:45 Nitrogen, Kjeldahl 'Non -detect
E4280000 2/15/2005 14:20 Nitrogen, Kjeldahl 'Non -detect
E4280000 3/16/2005 14:15 Nitrogen, Kjeldahl 0.2
E4280000 4/6/2005 16:05 Nitrogen, Kjeldahl `Non -detect
E4280000 5/26/2005 12:45 Nitrogen, Kjeldahl 0.2
E4280000 6/20/2005 14:05 Nitrogen, Kjeldahl 0.22
E4280000 7/6/2005 14:40 Nitrogen, Kjeldahl 0.39
E4280000 8/2/2005 14:25 Nitrogen, Kjeldahl 0.22
E4280000 10/5/2005 14:55 Nitrogen, Kjeldahl 'Non -detect
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I

11/22/2005 13:45
Nitrogen, Kjeldahl
0.73
mg/l
12/29/2005 12:20
Nitrogen, Kjeldahl
'Non -detect
1/18/2006 15:30
Nitrogen, Kjeldahl
0.43
mg/l
3/21/2006 14:15
Nitrogen, Kjeldahl
0.23
mg/l
4/20/2006 13:50
Nitrogen, Kjeldahl
0.51
mg/l
7/22/2003 15:45
Nitrite (NO2) + Nitrate (
0.37
mg/l
8/6/2003 14:05
Nitrite (NO2) + Nitrate (N
0.4
mg/l
9/24/2003 14:45
Nitrite (NO2) + Nitrate (N
0.25
mg/l
10/8/2003 13:50
Nitrite (NO2) + Nitrate (N
0.29
mg/l
11/5/2003 14:10
Nitrite (NO2) + Nitrate (N
0.28
mg/l
12/10/2003 14:10
Nitrite (NO2) + Nitrate (
0.35
mg/l
1/21/2004 15:20
Nitrite (NO2) + Nitrate (N
0.32
mg/l
2/11/20G4 13:55
Nitrite (NO2) + Nitrate (N
0.42
mg/l
3/10/2004 13:55
Nitrite (NO2) + Nitrate (N
0.31
mg/l
4/7/2004 15:00
Nitrite (NO2) + Nitrate (N
0.29
mg/l
5/6/2004 13:40
Nitrite (NO2) + Nitrate (N
0.31
mg/l
6/8/2004 14:30
Nitrite (NO2) + Nitrate (N
0.32
mg/l
7/21/2004 13:40
Nitrite (NO2)+ Nitrate (N
0.37
mg/l
8/26/2004 13:50
Nitrite (NO2) + Nitrate (N
0.3
mg/l
9/1/2004 15:55
Nitrite (NO2)+ Nitrate (N
0.44
mg/l
10/7/2004 10:30
Nitrite (NO2) + Nitrate (N
0.29
mg/l
11/9/2004 13:05
Nitrite (NO2) + Nitrate (N
0.3
mg/l
12/8/2004 14:15
Nitrite (NO2) + Nitrate (N
0.29
mg/l
1/11/2005 13:45
Nitrite (NO2) + Nitrate (N
0.34
mg/l
2/15/2005 14:20
Nitrite (NO2) + Nitrate (N
0.38
mg/l
3/16/2005 14:15
Nitrite (NO2) + Nitrate (N
0.36
mg/l
4/6/2005 16:05
Nitrite (NO2) + Nitrate (N
0.31
mg/l
5/26/2005 12:45
Nitrite (NO2) + Nitrate (fN
0.31
mg/l
6/20/2005 14:05
Nitrite (NO2) + Nitrate (N
0.3
mg/l
7/6/2005 14:40
Nitrite (NO2) + Nitrate (N
0.34
mg/l
8/2/2005 14:25
Nitrite (NO2) + Nitrate (N
0.29
mg/l
10/5/2005 14:55
Nitrite (NO2) + Nitrate (N
0.33
mg/l
11/22/2005 13:45
Nitrite (NO2) + Nitrate (N
0.39
mg/l
12/29/2005 12:20
Nitrite (NO2) + Nitrate (N
0.44
mg/l
1/18/2006 15:30
Nitrite (NO2) + Nitrate (N
0.36
mg/l
3/21/2006 14:15
Nitrite (NO2) + Nitrate (N
0.37
mg/l
4/20/2006 13:50
Nitrite (NO2) + Nitrate (N
0.49
mg/l
1/29/200214:35
pH
6.8
None
3/21/200214:50
pH
6.9
None
4/9/200214:50
pH
7
None
5/1/200214:25
pH
6.8
None
6/5/200214:25
pH
7.2
None
7/10/200214:15
pH
8.2
None
8/21/200213:25
pH
7.5
None
9/4/200214:35
pH
8.2
None
10/24/200211:20
pH
6.9
None
11/6/200214:40
pH
7.1
None
12/5/200215:10
pH
6.9
None
1/15/200314.35
pH
7
None
2/12/200315:10
pH
8.2
None
3/18/200313:55
pH
6.7
None
4/30/200314:05
pH
7
None
5/28/200314:45
pH
7.2
None
6/20/200311:05
pH
7
None
7/22/200315:45
pH
7
None
8/6/200314:05
pH
6.7
None
9/24/200314:45
pH
6.5
None
10/8/200313:50
pH
7.3
None
11/5/200314:10
pH
7.3
None
12/10/200314:10
pH
6.9
None
1/21/200415:20
pH
7.5
None
2/11/200413:55
pH
6.9
None
3/10/200413:55
pH
7.6
None
4/7/200415:00
pH
7.6
None
5/6/200413:40
pH
7.1
None
6/8/200414:30
pH
7.6
None
7/21/200413:40
pH
7
None
8/26/200413:50
pH
7.2
None
9/1/200415:55
pH
6.9
None
10/7/200410:30
pH
6.9
None
11/9/200413:05
pH
6.7
None
12/8/200414:15
pH
6.9
None
1/11/200513:45
pH
6.8
None
2/15/200514:20
pH
7.1
None

3/16/200514:15
pH
7.1
None
4/6/2005 16:05
pH
6.9
None
5/26/200512:45
pH
8.1
None
6/20/200514:05
pH
7
None
7/6/200514,40
pH
7
None
8/2/200514:25
pH
7
None
10/5/200514:55
pH
7.4
None
11/22/200513:45
pH
6.8
None
12/29/200512:20
pH
6.4
None
1/18/2006 15:30
pH
6.4
None
3/21/200614:15
pH
7.5
None
4/20/2006 13:50
pH
6.9
None
7/22/2003 15:45
Phosphorus as P
0.1
mg/I
8/6/2003 14:05
Phosphorus as P
0.21
mg/I
9/24/2003 14:45
Phosphorus as P
0.19
mg/I
10/8/2003 13:50
Phosphorus as P
0.03
mg/I
11/5/2003 14:10
Phosphorus as P
0.04
mg/I
12/10/2003 14:10
Phosphorus as P
0.08
mg/I
1/21/2004 15:20
Phosphorus as P
0.02
mg/I
2/11/2004 13:55
Phosphorus as P
0.04
mg/I
3/10/2004 13:55
Phosphorus as P
0.03
mg/I
4/7/2004 15:00
Phosphorus as P
0.04
mg/I
5/6/2004 13:40
Phosphorus as P
0.05
mg/I
6/8/2004 14:30
Phosphorus as P
0.05
mg/I
7/21/2004 13:40
Phosphorus as P
0.08
mg/I
8/26/2004 13:50
Phosphorus as P
0.06
mg/I
9/1/2004 15:55
Phosphorus as P
0.36
mg/i
10/7/2004 10:30
Phosphorus as P
0.06
mg/I
11/9/2004 13:05
Phosphorus as P
0.05
mg/I
12/8/2004 14:15
Phosphorus as P
0.05
mg/I
1/11/2005 13:45
Phosphorus as P
0.03
mg/I
2/15/2005 14:20
Phosphorus as P
0.04
mg/I
3/16/2005 14:15
Phosphorus as P
0.05
mg/I
4/6/2005 16:05
Phosphorus as P
0.05
mg/I
5/26/2005 12:45
Phosphorus as P
0.08
mg/I
6/20/2005 14:05
Phosphorus as P
0.07
mg/I
7/6/2005 14:40
Phosphorus as P
0.09
mg/I
8/2/2005 14:25
Phosphorus as P
0.08
mg/I
10/5/2005 14:55
Phosphorus as P
0.04
mg/I
11/22/2005 13:45
Phosphorus as P
0.37
mg/I
12/29/2005 12:20
Phosphorus as P
0.04
mg/I
1/18/2006 15:30
Phosphorus as P
0.21
mg/I
3/21/2006 14:15
Phosphorus as P
0.04
mg/I
4/20/2006 13:50
Phosphorus as P
0.11
mg/I
1/29/2002 14:35
lids, Total Suspended (TI
10
mg/I
4/9/2002 14:50
lids, Total Suspended (T
11
mg/I
7/10/2002 14:15
lids, Total Suspended (T
4
mg/I
10/24/2002 11:20
lids, Total Suspended (T
4.8
mg/I
1/15/2003 14:35
lids, Total Suspended (T
2.4
mg/I
4/30/2003 14:05
lids, Total Suspended (T
11
mg/I
7/22/2003 15:45
lids, Total Suspended (T
38
mg/I
10/8/2003 13:50
lids, Total Suspended (T
3.2
mg/I
1/21/2004 15:20
lids, Total Suspended (T
2.3
mg/I
4/7/2004 15:00
lids, Total Suspended (T
4.7
mg/I
7/21/2004 13:40
lids, Total Suspended (T
19
mg/I
10/7/2004 10:30
lids, Total Suspended (T
13
mg/I
1/11/2005 13:45
lids, Total Suspended (T
4
mg/I
4/6/2005 16:05
lids, Total Suspended (TI
16
mg/I
7/6/2005 14:40
lids, Total Suspended (TI
39
mg/I
10/5/2005 14:55
lids, Total Suspended (T
2.8
mg/I
1/18/2006 15:30
lids, Total Suspended (T
130
mg/I
4/20/2006 13:50
lids, Total Suspended (T
38
mg/I
1/29/200214:35
Specific conductance
47
umho/cm
3/21/2002 14:50
Specific conductance
48
umho/cm
4/9/2002 14:50
Specific conductance
51
umho/cm
5/1/200214:25
Specific conductance
55
umho/cm
6/5/2002 14:25
Specific conductance
60
umho/cm
7/10/2002 14:15
Specific conductance
56
umho/cm
8/21/2002 13:25
Specific conductance
53
umho/cm
9/4/2002 14:35
Specific conductance
57
umho/cm
10/24/2002 11:20
Specific conductance
51
umho/cm
11/6/200214:40
Specific conductance
55
umho/cm
12/5/2002 15:10
Specific conductance
72
umho/cm
1/15/2003 14:35
Specific conductance
40
umho/cm

E4280000
2/12/2003 15:10
Specific conductance
50
umho/cm
E4280000
3/18/2003 13:55
Specific conductance
44
umho/cm
E4280000
4/30/2003 14:05
Specific conductance
37
umho/cm
E4280000
5/28/2003 14:45
Specific conductance
38
umho/cm
E4280000
6/20/2003 11:05
Specific conductance
41
umho/cm
E4280000
7/22/2003 15:45
Specific conductance
42
umho/cm
E4280000
8/6/2003 14:05
Specific conductance
45
umho/cm
E4280000
9/24/2003 14:45
Specific conductance
32
umho/cm
E4280000
10/8/2003 13:50
Specific conductance
41
umho/cm
E4280000
11/5/2003 14:10
Specific conductance
44
umho/cm
E4280000
12/10/2003 14:10
Specific conductance
46
umho/cm
E4280000
1/21/2004 15:20
Specific conductance
38
umho/cm
E4280000
2/11/2004 13:55
Specific conductance
39
umho/cm
E4280000
3/10/2004 13:55
Specific conductance
39
umho/cm
E4280000
4/7/2004 15:00
Specific conductance
40
umho/cm
E4280000
5/6/2004 13:40
Specific conductance
41
umho/cm
E4280000
6/8/2004 14:30
Specific conductance
45
umho/cm
E4280000
7/21/200413:40
Specific conductance
45
umho/cm
E4280000
8/26/2004 13:50
Specific conductance
49
umho/cm
E4280000
9/l/200415:55
Specific conductance
58
umho/cm
E4280000
10/7/2004 10:30
Specific conductance
39
umho/cm
E4280000
11/9/200413:05
Specific conductance
42
umho/cm
E4280000
12/8/2004 14:15
Specific conductance
38
umho/cm
E4280000
1/11/2005 13:45
Specific conductance
40
umho/cm
E4280000
2/15/2005 14:20
Specific conductance
42
umho/cm
E4280000
3/16/2005 14:15
Specific conductance
46
umho/cm
E4280000
4/6/2005 16:05
Specific conductance
37
umho/cm
E4280000
5/26/2005 12:45
Specific conductance
44
umho/cm
E4280000
6/20/2005 14:05
Specific conductance
34
umho/cm
E4280000
7/6/2005 14:40
Specific conductance
37
umho/cm
E4280000
8/2/2005 14:25
Specific conductance
35
umho/cm
E4280000
10/5/2005 14:55
Specific conductance
39
umho/cm
E4280000
11/22/200513:45
Specific conductance
47
umho/cm
E4280000
12/29/2005 12:20
Specific conductance
39
umho/cm
E4280000
1/18/2006 15:30
Specific conductance
35
umho/cm
E4280000
3/21/2006 14:15
Specific conductance
45
umho/cm
E4280000
4/20/2006 13:50
Specific conductance
54
umho/cm
E4280000
1/29/2002 14:35
Temperature, water
8
deg C
E4280000
3/21/2002 14:50
Temperature, water
13
deg C
E4280000
4/9/2002 14:50
Temperature, water
14
deg C
E4280000
5/l/2002 14:25
Temperature, water
18
deg C
E4280000
6/5/2002 14:25
Temperature, water
24
deg C
E4280000
7/10/2002 14:15
Temperature, water
25
deg C
E4280000
8/21/2002 13:25
Temperature, water
26
deg C
E4280000
9/4/2002 14:35
Temperature, water
25
deg C
E4280000
10/24/2002 11:20
Temperature, water
15
deg C
E4280000
11/6/2002 14:40
Temperature, water
11
deg C
E4280000
12/5/2002 15:10
Temperature, water
4
deg C
E4280000
1/15/2003 14:35
Temperature, water
2
deg C
E4280000
2/12/2003 15:10
Temperature, water
6
deg C
E4280000
3/18/2003 13:55
Temperature, water
12
deg C
E4280000
4/30/2003 14:05
Temperature, water
17
deg C
E4280000
5/28/2003 14:45
Temperature, water
17
deg C
E4280000
6/20/2003 11:05
Temperature, water
19
deg C
E4280000
7/22/2003 15:45
Temperature, water
21
deg C
E4280000
8/6/2003 14:05
Temperature, water
21
deg C
E4280000
9/24/2003 14:45
Temperature, water
18
deg C
E4280000
10/8/2003 13:50
Temperature, water
15
deg C
E4280000
11/5/2003 14:10
Temperature, water
16
deg C
E4280000
12/10/2003 14:10
Temperature, water
7
deg C
E4280000
1/21/2004 15:20
Temperature, water
3
deg C
E4280000
2/11/2004 13:55
Temperature, water
5
deg C
E4280000
3/10/2004 13:55
Temperature, water
8
deg C
E4280000
4/7/2004 15:00
Temperature, water
12
deg C
E4280000
5/6/2004 13:40
Temperature, water
16
deg C
E4280000
6/8/2004 14:30
Temperature, water
20
deg C
E4280000
7/21/2004 13:40
Temperature, water
22
deg C
E4280000
8/26/2004 13:50
Temperature, water
22
deg C
E4280000
9/l/2004 15:55
Temperature, water
22
deg C
E4280000
10/7/2004 10:30
Temperature, water
16
deg C
E4280000
11/9/2004 13:05
Temperature, water
11
deg C
E4280000
12/8/2004 14:15
Temperature, water
11
deg C
E4280000
1/11/2005 13:45
Temperature, water
9
deg C
E4280000
2/15/2005 14:20
Temperature, water
7.3
deg C

E4280000
3/16/2005 14:15
Temperature, water
8.3
deg C
E4280000
4/6/2005 16:05
Temperature, water
14
deg C
E4280000
5/26/2005 12:45
Temperature, water
17.2
deg C
E4280000
6/20/2005 14:05
Temperature, water
18
deg C
E4280000
7/6/2005 14:40
Temperature, water
21
deg C
E4280000
8/2/2005 14:25
Temperature, water
21.3
deg C
E4280000
10/5/2005 14:55
Temperature, water
19.6
deg C
E4280000
11/22/2005 13:45
Temperature, water
8
deg C
E4280000
12/29/2005 12:20
Temperature, water
5.9
deg C
E4280000
1/18/2006 15:30
Temperature, water
7.8
deg C
E4280000
3/21/2006 14:15
Temperature, water
8.4
deg C
E4280000
4/20/2006 13:50
Temperature, water
17.3
deg C
E4280000
1/29/200214:35
Turbidity
11
NTU
E4280000
3/21/200214:50
Turbidity
33
NTU
E4280000
4/9/200214:50
Turbidity
7.6
NTU
E4280000
5/1/200214:25
Turbidity
53
NTU
E4280000
6/5/200214:25
Turbidity
46
NTU
E4280000
7/10/200214:15
Turbidity
6
NTU
E4280000
8/21/200213:25
Turbidity
12
NTU
E4280000
9/4/200214:35
Turbidity
6
NTU
E4280000
10/24/200211:20
Turbidity
6.9
NTU
E4280000
11/6/200214:40
Turbidity
18
NTU
E4280000
12/5/200215:10
Turbidity
22
NTU
E4280000
1/15/200314:35
Turbidity
3.4
NTU
E4280000
2/12/200315:10
Turbidity
2.7
NTU
E4280000
3/18/200313:55
Turbidity
13
NTU
E4280000
4/30/200314:05
Turbidity
11
NTU
E4280000
5/281200314:45
Turbidity
11
NTU
E4280000
6/20/200311:05
Turbidity
32
NTU
E4280000
7/22/200315:45
Turbidity
34
NTU
E4280000
8/6/200314:05
Turbidity
110
NTU
E4280000
9/24/200314:45
Turbidity
85
NTU
E4280000
10/8/200313:50
Turbidity
3.3
NTU
E4280000
11/5/200314:10
Turbidity
5.3
NTU
E4280000
12/10/200314:10
Turbidity
24
NTU
E4280000
1/21/200415:20
Turbidity
2.4
NTU
E4280000
2/11/200413:55
Turbidity
8.6
NTU
E4280000
3/10/200413:55
Turbidity
1.72
NTU
E4280000
417/200415:00
Turbidity
1.8
NTU
E4280000
5/6/200413:40
Turbidity
3.8
NTU
E4280000
6/8/200414:30
Turbidity
4.8
NTU
E4280000
7/21/200413:40
Turbidity
18
NTU
E4280000
8/26/200413:50
Turbidity
19
NTU
E4280000
9/1/200415:55
Turbidity
190
NTU
E4280000
1017/200410:30
Turbidity
12
NTU
E4280000
11/9/200413:05
Turbidity
7.6
NTU
E4280000
12/8/200414:15
Turbidity
11
NTU
E4280000
1/11/200513:45
Turbidity
4.1
NTU
E4280000
2/15/200514:20
Turbidity
5.3
NTU
E4280000
3/16/200514:15
Turbidity
8
NTU
E4280000
4/6/200516:05
Turbidity
11
NTU
E4280000
5/26/200512,45
Turbidity
5.9
NTU
E4280000
6/20/200514:05
Turbidity
32
NTU
E4280000
7/6/200514.40
Turbidity
36
NTU
E4280000
8/2/200514:25
Turbidity
16
NTU
E4280000
10/5/200514:55
Turbidity
3.6
NTU
E4280000
11/22/200513:45
Turbidity
130
NTU
E4280000
12/29/200512:20
Turbidity
9
NTU
E4280000
1/18/200615:30
Turbidity
85
NTU
E4280000
3/21/200614:15
Turbidity
5.7
NTU
E4280000
4/20/200613:50
Turbidity
37
NTU
E4280000
1/29/200214:35
Zinc
'Non -detect
E4280000
4/9/200214:50
Zinc
'Non -detect
E4280000
7/10/200214:15
Zinc
'Non -detect
E4280000
10/24/200211:20
Zinc
'Non -detect
E4280000
1/15/200314:35
Zinc
'Non -detect
E4280000
4/30/200314:05
Zinc
'Non -detect
E4280000
7/22/200315:45
Zinc
12
ug/I
E4280000
1018/200313:50
Zinc
'Non -detect
E4280000
1/21/200415:20
Zinc
'Non -detect
E4280000
4/7/200415:00
Zinc
'Non -detect
E4280000
7/21/200413:40
Zinc
12
ug/I
E4280000
1017/200410:30
Zinc
'Non -detect
E4280000
1/11/200513:45
Zinc
'Non -detect

E4280000
4161200516*05
Zinc
13
E4280000
7/6/200514_40
Zinc
'Non -detect
E4280000
10/5/200514.55
Zinc
'Non -detect
E4280000
1/18/200615:30
Zinc
19
E4280000
4/20/200613:50
Zinc
18
ug/I
ug/I
ug/I

Dec 14 06 04:36p Earthwise Designs 828)247-0067 p.1
Caroline J. Edwards, N.C. Licensed Soil Scientist#1220
Earthwise Designs, Inc.
724 Duncan Road Rutherfordton, NC 28139
828)247-0067 cell# 289-0122 [e-mail]
December 6, 2006
To: David Gray
Bright Water, LLC
PO Box 4335 Asheville, NC 28805
Re: Additional Information for
Site Evaluation for Onsite Wastewater System, Buncombe County
French Broad River site, on north of Woodfin on Old US 25/70;
2.49 ac; PIN #9722.02-78-231 1
Earthwise Designs Inc. performed a site evaluation for an onsite wastewater
system at the above referenced site and adjacent parcels. The sites were evaluated
using criteria contained in 15 A NCAC 18A .1990, "Laws and Rules for Sewage
Treatment and Disposal Systems". The Flood Boundary Survey map from 2001 by
Peterson Engineering & Surveying regarding the site was also reviewed.
After evaluation of these sites and review of the flood boundary map, it is clear
there is no available space for onsite wastewater systems, neither on your parcel nor
on adjacent parcels; not on either side nor across old Hwy 25/70.
The adjacent parcels are subject to flooding; and too narrow between the river
and the highway fill, to support any kind of land based disposal.
The parcels across the highway are extremely rocky and steep, mostly in
excess of 65% slope and thus are unsuitable for land based disposal.
This is my professional opinion that these areas do not have suitable area for
drainfields for an a of onsite wastewater disposal.
Please contact me if further information is needed.
Sincerely yours,
Caroline J. Edwards
NC Licensed Soil Scientist #1220
DEC 14,2006 05:19P 828 247 0067 page 1

CIVIL / ENVIRONMENTAL / WATER / WASTEWATER
JOHN T. COXEY I�
CONSULTING ENGINEERING, P.A.
WA
u
LASFj �
January 10, 2007
Mr. Sergei Chernikov, Ph.D.
N.C. Division of Water Quality
NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: Engineering Alternatives
Analysis (EAA)
The Rapids at French Broad
Buncombe County
Our file 06011
Dear Mr. Chernikov:
ea' MAR 3 r
DENR - WATEI. U_' '
POINT SOURCE
With regard to your letter of October 27, 2006, I make the following comments:
1. Enclosed is a letter dated December 6, 2006 from Caroline Edwards, licensed
soil scientist confirming my comments regarding adjacent property being
unsuitable for land based disposal. Ms. Edwards states that all areas discussed
previously are unsuitable.
Because of the unsuitability of these parcels, we are not providing cost
analyses for on -site disposal alternatives on these sites.
2. Regarding the possibility of tertiary limits, I have revised the EAA NPDES
Discharge portion to include discussion of adding a treatment process for
these limits. I have also revised the project cost estimate and present worth
analysis to reflect the additional treatment.
The present worth of the discharge alternative is now $304,050 versus a
present worth of $668,056 for connection to a POTW.
I am re -submitting three (3) revised copies of the EAA, the notarized letter and
the certified mail cards for the local governments review forms. It is my understanding
from your recent telephone call that your office still has the $715.00 check for the
application fee.
JOHN T. COXEY, P.E.
PRESIDENT
53 FOX CHASE RD. WEST
ASHEVILLE, N.C. 28804
PHONE [phone]
FAX [phone]

Page Two
Mr. Sergei Chernikov
Please call me if you have any questions.
Sincerely,
John T. Coxey Consulting Engineering, P. A.
� yy�
John T. Cox y, P. E.
JTC/pc
Enclosure
cc: David Grey w/encl

CIVIL/ENVIRONMENTAL/WATER/WASTEWATER
JOHN T. COXEY
CONSULTING ENGINEERING, P.A.
October 19, 2006
Mr. Charles H. Weaver, Jr.
NCDENR
Division of Water Quality
NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: The Rapids at French Broad
Buncombe County
Project No. 06011
Dear Mr. Weaver:
This letter is to notify you that the local governments in the area of the above
referenced project failed to return the Local Government Review Forms within the
allowable fifteen (15) day period.
Copies of the certified mail cards are enclosed.
Sincerely,
John T Coxey Consulting Engineering, P. A.
Ohn T. Coxey, P..
JTC/pc
Notary:
Acknowledged before me this the 19'h day
Buncombe County, North Carolina
JOHN T. COXEY, P.E.
PRESIDENT
53 FOX CHASE RD. WEST
ASHEVILLE, N.C. 28804
.•'':j ID
•` c
NOTARY
G' pUBLIC
...
4��-/ Z_0
PHONE [phone]
FAX [phone]

WATER OUN
Acur_ rii i r_
Engineering Alternatives Analysis
And
NPDES Permit Application
For
The Rapids at French Broad
John T. Coxey Consulting Engineering, P. A.
John T. Coxey, P. E.
53 Fox Chase Road
Asheville, North Carolina 28804
Telephone: [phone]
Fax: [phone]
August, 2006
Project No: 06011

I. General Information
A. Facility Name: The Rapids at French Broad
Facility Address: Bright Water, LLC
P. O. Box 4355
Asheville, North Carolina 28805
Facility Telephone: [phone]
Fax: [phone]
EAA Preparer's
Name: John T. Coxey, P. E.
53 Fox Chase Road, West
Asheville, North Carolina 28804
Preparer's Telephone: [phone]
Fax: [phone]
B. Preliminary Investigation of Water Quality
1. Zero Flow Stream Restrictions — no restrictions, see Exhibit A.
2. Receiving Stream Classification Restrictions — none, French Broad
River is classified Class B.
3. Basin wide Water Quality Plans — The French Broad River in the
project area shows no restrictions in the basin wide water quality plan.
4. Impaired Waters and TMDLs — not found in 303(d) list.
5. Presence of Endangered Species — none, see Exhibit B.
C. Description of Project Requiring Wastewater Disposal
The Rapids at French Broad project will consist of a six (6) home
residential development. Each home will have three (3) bedrooms and
based on this the development will generate approximately 2,160 gallons
per day of domestic wastewater.
-1-

H. Evaluation of Disposal Alternatives
A. Land Based Disposal Alternatives
As stated above, there will be approximately 2,160 gallons per day of
domestic wastewater generated by the Rapids at French Broad.
The Owner of the development has contacted Earthwise Designs,
registered soil scientist, for an evaluation of the project site for potential
installation of land based disposal options. Based on this evaluation,
Earthwise Designs has concluded that all areas of the site are unsuitable
for an on -site disposal due to the fact that the entire property lies within
the floodway and floodplain of the French Broad River. In addition,
setbacks required for the river and road fronting the property are such that
irregardless of the floodway and floodplain, there would be no areas
available for on -site disposal. Exhibit C is a portion of the FEMA flood
map showing the location of the property.
The evaluation by Earthwise Designs dated March 31, 2006 discussing the
above site conditions and restrictions is shown as Exhibit D in this report.
The following disposal options remain to be investigated and are discussed
below:
B. Connection to a POTW
C. Connecting to a privately owned treatment works
D. Acquisition of additional land for land based disposal
E. Reuse
F. Disposal Combinations
G. NPDES Discharge
B. Connection to a POTW
Metropolitan Sewerage District of Buncombe County (MSD) is the only
means of sewer connection that is near the project site. Gravity sewer is
approximately 2 '/2 miles from the site. A combination of a pumping
station and force main would be necessary to convey sewage to the MSD
system. A USGS topo map showing this project, and a cost estimate with
present worth analysis are shown following.
-2-

C. Connectinng,, to a privately owned treatment works
Discussions with Asheville Regional office personnel and an inventory
check of privately owned treatment works show that there are no options
available under this category.
D. Acquisition of additional land for land based disposal
Local property owners with land adjacent to this project have been
identified for potential purchase of additional property.
These properties are immediately north and south of the Rapids at French
Broad project. These properties are identical to the project property in that
they also lie within the floodplain and floodway of the French Broad River
and are fronted by Old US Highway 25 & 70 to the east.
All of the property across the highway from the project is steep and rocky
which is typical of land adjacent to rivers and parallel roadways in the
mountains. For this reason, none of this property is suitable for land -based
disposal.
Buncombe County tax records identifying the properties north and south
of the project are shown as Exhibits E and F.
In addition, a property plat showing the floodway and floodplain is shown
as Exhibit G.
E. Reuse
Reuse of treated wastewater effluent on this project could be an option
when used in conjunction with a biological treatment system approved
under an NPDES permit. State requirements regarding reuse stipulate that
effluent be tertiary quality. It is not evident at this time that tertiary limits
will be set for discharge of 2,160 gallons of treated effluent on this project.
The project site has essentially no areas where reclaimed water could be
land applied. With all of the property being within the floodway and
floodplain, reuse is not an option.
-3-

F. Disposal Combinations
Because no other options of disposal are feasible except a surface water
discharge (discussed below), there are no evident disposal combinations to
be investigated.
G. NPDES Discharge
Since the amount of water flow from this project is small (2,160 GPD), a
typical extended air or contact stabilization package type treatment plant is
not feasible for the project. There are however, other treatment
technologies available, which can be approved by North Carolina
Department of Environment and Natural Resources. The proposed system
for this project is the Orenco Systems, Inc. AdvanTex Treatment System.
This is an innovative technology for treatment of wastewater. The heart of
the system is the AdvanTex filter, a watertight fiberglass basin filled with
an engineered textile material. This lightweight textile material treats a
large amount of wastewater in a small space, because textile has a very
large surface area for biological breakdown of wastewater components.
AdvanTex treats residential -strength waste to better than "secondary"
standards. It can also be discharge to a UV bulb disinfection system for
coliform removal.
In an AdvanTex Treatment System, wastewater percolates through the
textile media, whose complex fiber structure provides tremendous water -
holding capacity and offers an extremely large surface area for biomass
attachment. A visible biological film normally develops on the filter
medium within a few days. BOD5, and TSS reductions occur almost
immediately.
The AdvanTex Treatment System comes standard with a telemetry control
panel with a web -based monitoring system, supervised by the System's
service provider. Alarm notifications are automatically sent to the service
provider's e-mail capable device. Messages are re -sent until the condition
has been cleared. As a back up, the control panel also has an audible
alarm. And the system is sized to allow for a minimum of 24 hours of
wastewater storage (at average daily flows). That means an operator can
provide service to the system during normal working hours, regardless of
when an alarm occurs.
Additionally, assuming tertiary limits, a separate treatment unit consisting
of a microscreen drum filter and controls, or other form of tertiary
treatment would be included downstream of the Advantex treatment
system
-4-

/.
1
Due to the property lying within the floodway and floodplains of the
French Broad River, the treatment system will be installed at least one (1)
foot above the 100-year floodplain.
A USGS map showing projected discharge point, cost estimates and
present worth analysis and a plant schematic are shown following.
511

M
1
Connection to a POTW
1. On -Site Pump Station and Stand-by Generator
2. 3" Force Main and appurtenances
13,500 L.F. @ $25.00/LF
Total Construction
Contingencies (10%)
Administration
Engineering
Total Project Cost
Annual O & M Costs
Operation and Maintenance
Equipment and Supplies
Power (20kw x 8 hrs/day x 365 days x $0.09/kwh
Total Annual O & M
Present Worth Analysis
Present Worth of Annual Costs
(20 years, 7 %) = 10.59 Present Worth Factor
Present Worth of Project Cost
Present Worth of Annual Costs
$20,756 x 10.59
Total Present Worth
M
$ 40,000,00
$ 337,500.00
$ 377,500,00
$ 37,750.00
$ 5,000.00
$ 28,000.00
$ 448,250.00
$ 12,000.00
$ 3,500.00
$ 5,256.00
$ 20,756.00
$ 448,250.00
$ 219,806.00
$ 668,056.00

L
arrt am 1i
.. �+.\{ f M P. •C. r f�� � -. ''ii� • 4` V�/ l Iyl'1�1 �i .`�~ I��I..
• �:.} -,' — ��.• `tip _ Itt,
60 1X3 FEET 6 JIM METERS
Map created with TOPO!® 02003 National Geographic (www.natmnalgeogmphic.com(topo)

Project Cost Estimate and Present Worth Analysis
Package Wastewater Treatment Plant and Discharge
1. Orenco System AdvanTex Treatment System $ 40,000.00
AX-100 Pod
Re -circulation Tank
UV System
Electrical
2. Primary Septic Tanks $ 12,000.00
(one per house)
3. Microscreen Filter (Tertiary Treatment) $ 45,000.00
4. Site work, Piping $ 10,000.00
5. Miscellaneous hardware, pads, and materials $ 10,000.00
Total Construction Cost $117,000.00
Contingencies (10%) $ 11,700.00
Administration $ 2,500.00
Engineer's Fees $ 23,000.00
Total Project Cost $154,200.00
Annual O & M Costs
Operation and Maintenance $ 7,500.00
Equipment and Supplies $ 2,500.00
Utility (Power) 7KWx I 8hrs/day x365x$0.09/kwh) $ 4,150.00
Total Annual O & M Costs $ 14,150.00
-7-

Present Worth of Annual Costs
(20 years 7%)
Present Worth Factor = 10.59
Present Worth of Project Cost
Present Worth of Annual Costs
$14,150.00 x 10.59
Present Worth Analysis
$154,200.00
$ 149,850.00
Total Present Worth $304,050.00
F:11

(o&Vmoo,oTqduaog*w 3tqdw2miD ImoMM aM@ @ioclol -ql!m papa o &W
SURMY ODOI oos 0 Lill 0001 0
0
El
A Ii.

III. Comparison of Present Worth
The present worths of connecting to a POTW versus on -site wastewater
treatment plant and discharge alternatives are as follows:
Present Worth
Connection to POTW $ 668,056.00
Wastewater Treatment Plant $ 304,050.00
IM

IV. Conclusion
The information presented herein supports installation of a new wastewater
treatment plant and discharge to French Broad River.
MSD would not assume ownership and maintenance for a pump station and
force main for six (6) homes, as it would not be feasible economically.
Because of this, the Owner of the project would not be able to obtain the
necessary Department of Transportation encroachment permit for constructing
a force main in DOT right-of-way.
Additionally, there is no adjacent property, which is available for land -based
disposal.
-10-

Page 1 of 1
Print Message
Close this window l
From ,John C Weaver <[e-mail]>
Date 2006/08/02 Wed PM 01:40:53 EDT
To [e-mail]
CC John C Weaver <[e-mail]>
Subject Low -flow characteristics for French Broad River in vicinity of Weaverville (north Buncombe County)
Mr. Coxey,
In response to your inquiry about the low -tow characteristics (77Q10) for a location on French Broad River in the
vicinity of Weaverville in northern Buncombe County, the following information is provided:
A check of the low -flow files here at the USGS office in Raleigh does not indicate any previous determination of
low -flow characteristics for your site of interest. located downstream of the confluence of French Broad River and
Reems Creek. There is a USGS partial -record site (station id 03451926, drainage area 1050 sgmi) about 0.5 mile
downstream from Reems Creek with records of 7 miscellaneous discharge measurements made 1968 through
1972. However, the number of measurements for this location are less than that needed for a low -flow analysis.
Thus, in the absence of sufficient site -specific data that would allow for a low -flow analysis, low -flow
characteristics are estimated by assessing the range of low -flow yields (that is, flow per square mile of drainage
area, or cfsm) at nearby locations where 7010 discharges have been determined.
The USGS operates continuous -record streamgaging stations on the French Broad River, including one upstream
at Asheville (station id 03451500, drainage area 945 sgmi) and one downstream near Marshall (station id
03453500, drainage area 1332 sgmi). A low flow analysis (based on records through March 2006) for the 7010
discharge at each of these stations indicates the low -flow yield is 0.45 and 0.39 cfsm, respectively.
Given the drainage area for your point of interest is closer to that for the Asheville gaging station, it would be
reasonable to lean towards use of the 7Q10 yield from this station (0.45 cfsm) while recognizing that some
change in low -flow characteristics between the two gaging stations appears to exist. Applying the yield of 0.45
cfsm to the drainage area (1050 sgmi) of the partial -record site results in a 7Q10 flow estimate of about 470 cfs
that can be considered applicable to your point of interest.
Hope this information is helpful.
Thank you.
Curtis Weaver
J. Curtis Weaver, Hydrologist, PE
USGS North Carolina Water Science Center
3916 Sunset Ridge Road
Raleigh, NC 27607
Telephone: [phone] // Fax: [phone]
E-mail address — [e-mail]
Internet address — hfp:/Inc.water.usgs.gov/
http://netmail .verizon. netlwebmaillservIeVHttpNi ml etDriver?nimiet=ManageEmailDetailNi... 8/5/2006

U6/Lb/2UUU 1U:J3 t'AA 824 256 5330 USFWS asheV111e,NC
10001
Asheville Ecological
Services Field office
Phone: $28/258 3939 Fax: [phone]
To: John T. Coxey
Fax number: 658-1304
From: Bryan Tompkins
Date: August 29, 2006
Pages to follow: 2
Subject: Species Assessment for a NPDES Discharge on the French Broad River at the Intersetion of
Dixie Road and Monticello Road in Buncombe County, North Carolina
Did you know that the U.S. Fish and Wildlife Service ...
■ manages the 95-million-acre National Wildlife Refuge System, which encompasses 540 national
wildlife refuges, thousands of small wetlands, mad other special mmtagement areas.
■ operates 69 national fish hatcheries, 64 fishery resource officer, and 81 ecological services field
stations.
■ enforces federal wildlife laws.
■ administers the Endangered Species Act
■ manages migratory bird populations.
-,..�6... .... .,.i
y;;pr Ir.wztsurdc.
• Rstores nationally significant fisheries.
s;,;f;,;j. ;:
■ conserves and restores wildlife habitat such as wetlands.
!0j,",
■ helps foreign govcmments with their conservation efforts.
,
AUG 29,2006 10:17A 828 258 5330 page 1

Wr/ZU/zuu0 tu:as PAA ses z54 S33u LISFWS As11eP111e,NC
14D002
P� Nr op, f>ll�!/
United States Department of the Interior
FISH AND WILDLIFE SERVICE
yagcN 3 �eAe Asheville Field Office
160 Zillicoa Stroct
Asheville, North Carolina 28801
August 29, 2006
Mr. John T. Coxey, P.E.
John T. Coxey Consulting Engineering, P.A.
53 Fox Chase Road
Asheville, North Carolina 28804
Dear Mr. Coxey:
Subject: Species Assessment for a NPDES Discharge on the French Broad River at the
Intersection of Dixie Road and Monticello Road in Buncombe County, North Carolina
In your letter dated July 26, 2006, you requested our continents about the subject project. We
have reviewed the information you presented and are providing the following comments in
accordance with the provisions of the Fish and Wildlife Coordination Act, as amended
(16 U.S.C. 661-667e), and section 7 of the Endangered Species Act of 1973, as amended
(16 U.S.C. 1531-1543) (Act).
Endangered Species. According to our records, no listed species or their habitats occur on the
site, and we do not believe the proposed project will affect endangered or threatened species or
their habitats. Therefore, the requirements under section 7 of the Act are fulfilled. However,
obligations under section 7 of the Act must be reconsidered if: (1) new information reveals
impacts of this identified action that may affect listed species or critical habitat in a manner not
previously considered, (2) this action is subsequently modified in a manner that was not
considered in this review, or (3) a new species is listed or critical habitat is determined that may
be affected by the identified action.
Aquatic Resource Protection. Although no federally listed species are known to occur at the
proposed wastewater discharge site, we are concerned about the impacts the proposed package
plant and subsequent wastewater discharge could have on other aquatic species in the French
Broad River. The river below the proposed discharge is also a popular recreational area (e.g.,
fishing, swimming, canoeing, etc.). From our experience with similar projects, we have noticed
that package treatment plants are susceptible to system failures. Operational failures in the
wastewater treatment system or limited dilution during low -flow conditions could result in
higher than predicted in -stream concentrations of wastewater in the discharge. Therefore, we
recommend the use of alternative treatment systems to the proposed surface wastewater
AUG 29,2006 10:18A 828 258 5330 page 2

vo/cvitvvo iv:a4 rAA ozo zDo aajv uarWa ASneville,Nu
,�' -//B,T Z
10003
discharge. If an alternatives analysis determines that no other alternatives to the proposed
surface wastewater discharge are feasible, we recommend that you use instantaneous low -flow
conditions to conservatively model in -stream waste concentrations (rather than low -flow summer
conditions as described) and the use of on -site standby power sources (e.g., emergency
generators with sufficient capacity to power all critical operational needs) and other fail-safe
measures to minimize the potential for treatment process upsets.
Your letter did not include the treatment measures that will be used at the proposed package
treatment plant. We remind you that chlorine disinfection systems are not ideal for effluent
treatment in aquatic habitats. We are concerned that any operational failures resulting in
in -stream chlorine levels above state standards has the potential to adversely affect aquatic
species. Due to the potential for toxic effects in the French Broad River, we recommend that
ultraviolet disinfection be used as an alternative to chlorine disinfection to treat effluent prior to
discharge.
We appreciate the opportunity to provide these comments. If we can be of assistance or if you
have any questions, please do not hesitate to contact Mr. Bryan Tompkins of our staff at
828/258-3939, Ext. 240. In any future correspondence concerning this project, please reference
our Log Number 4-2-06-398.
Sin erely,
Brian P. Cole
Field Supervisor
AUG 29,2006 10:18A 828 258 5330 page 3

PMER
ZONE X
/21
I
1JI.111�..V111Vi. vvuaa�J
Unincorporated Areas

Aug 16 2000 9:37AM 828 253-5511
nub 15 06 07:48p Earthwise Designs 828)247-0067
p.I
Caroline J. Edwards, N.C. Licensed Soil Scientist#1220
Earthwise Designs
724 Duncan Road Rutherfordton, NC 28139
828)247-0067 cell# 289-0122 [e-mail]
March 31, 2006
To: David Gray
Bright Water, LLC
PO Box 4335 Asheville, NC 28805
Re: Site Evaluation for Onsite Wastewater System, Buncombe County
French Broad River site, on north of Woodfin on Old US 25/70'.
2.49 ac; PIN #9722.02-78-231 1
Earthwise Designs performed a site evaluation for an onsite
wastewater system at the above referenced site. The site was evaluated
using criteria contained in 15 A NCAC 18A .1990, "Laws and Rules for
Sewage Treatment and Disposal Systems".
The Flood Boundary Survey map from 2001 by Peterson
Engineering & Surveying regarding the site was also reviewed.
After evaluation of the site and review of the flood boundary map, it
is clear there is no available space for onsite wastewater systems.
Considering the setbacks to the river and the setback to the fill of the
highway, there is no space left to evaluate.
If there were, it would likely be old fill material from highway
construction mixed with alluvial deposits, unsuitable material for onsite
septic systems.
Thus it is my professional opinion that this area does not have
suitable available space for any type of onsite wastewater disposal and
this option should be eliminated from consideration as a wastewater
disposal site for development by the landowner. Please contact me if
further information is needed.
Sincerely yours,
Caroline J. e2ards
NC Licensed Soil Scientist #1220
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Buncombe County Tax Information Acceptance
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County of buncombe.. Nortb Caroli_n._a
Web Property Record Card
9722.02-78-0930.000
Owner Information
Parcel Information
2006 Total Property Value: 14,300
Status:
Active
Owners:
L KIM CLARK
Account:
8118858
Address:
Deed Book/Page:
198910722
2739 CENTRAL AVE
Plat Book/Page:
0000 / 0000
WAYCROSSGA, 31503
Legal Reference:
UNKNOWN
Taxing Districts
Location:
OLD MARSHALL HWY
County.
Buncombe County
Class:
RESIDENTIAL VAC/LOTS
City:
Neighborhood:
RIVERSIDE FRENCH/BR
Fire:
French Broad
Subdivision:
School:
Sub Lot:
Zoning:
Assessment History
Tax Year
Account Acres Land Buildings Other Impr
Assessed Exemptions/Deferred
Taxable
006
8118858 0.66 143000
0
14300 0
14300
2005
8118858 0.66 162000
0
16200 0
16200
2004
8118858 0.66 162000
0
16200 0
16200
003
8118858 0.66 162000
0
16200 0
16200
002
8118858 0.66 162000
0
16200 0
16200
2001
8118858 0.66 130000
0
13000 0
13000
Land Data Total Acres: 0.66
2006 Value: 14,300
Other improvements 2006 Value:
Segment# Units
Description
Improv# Description Year
Units
1
0.66 Acres
LOT
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Aug 16 2006 4:35PM
Buncombe County Tax Information Acceptance
828 253-5511 P.1
Page 1 of I
County of Buncombe, North Carolina
Web Property Record Card
9722.02-77-2739.000
r/ /-D / , -e �nvTi`J
Owner Information
Parcel Information
2006 Total Property Value: 16,00
Status:
Active
Owners:
ROBERT EUGENE HANAFIN
Account:
8118857
Address:
Deed Book/Page:
1988 / 0600
825 MERRIMON AVE
Plat Book/Page:
0000 / 0000
ASHEVILLENC, 28804
Legal Reference:
WARRANTY OR SPL/PARC
Taxing Districts
Location:
2210 OLD MARSHALL HWY
County:
Buncombe County
Class:
RESIDENTIAL VAC/LOTS
City:
Neighborhood:
RIVERSIDE FRENCH/BR
Fire:
French Broad
Subdivision:
School:
Sub Lot:
Zoning:
Ownership History
Date
Price Legal Ref
Deed Book/Wage Seller
10/8/1997
$28,000 WARRANTY OR SPUPARC 1988 / 0600
1312500 - LEONARD S CLARK
Assessment History
Tax Year
Account Acres Land Buildings Other Impr Assessed Exemptions/Deferred
Taxable
006
8118857 1.07 160000
0 16000
0
16000
005
8118857 1.07 181000
0 18100
0
18100
2004
8118857 1.07 181000
0 18100
0
18100
2003
8118857 1.07 181000
0 18100
0
18100
002
8118857 1.07 181000
0 18100
0
18100
2001
8118857 1.07 177000
0 17700
0
17700
Land Data Total Acres: 1,07
2006 Value: 16,000
Other Improvements 2006 Value:
Segment# Units
Description
Improv# Description Year
Units
1
1.07 Acres
LOT
A
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