HomeMy WebLinkAboutNC0051331_Complete File - Historical_20010828tW r
Donald G. Willhoit
/ 4 Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Chapel Hill West — Tower Apartments
203 Lexington Road
Chapel Hill, North Carolina 27516
Dear Mr. Willhoit:
August 28, 2001
Subject: Rescission of NPDES Permit
Chapel Hill West — Tower Apartments
Permit Number NCO051331
Chatham County
Reference is made to your request for rescission of the subject NPDES Permit. Division staff
have confirmed that this permit is no longer required. Therefore, in accordance with your
request, NPDES Permit NCO051331 is rescinded, effective immediately.
If in the future you wish to again discharge wastewater to the State's surface waters, you must
first apply for and receive a new NPDES Permit. Operating a facility without a valid NPDES
Permit will subject the responsible party to a civil penalty of up to $25,000 per day.
If you have questions about this matter, please contact Vanessa Manuel at (919) 733-5083,
extension 532 or the Water Quality staff in the Raleigh Regional Office at (919) 571-4700.
Sincerely,
Gregory . Thorpe, Ph.D.
Cc: Chatham County Health Department
Raleigh — Water Quality Regional Supervisor — w/ attachments
NPDES Permit Unit
Operator Training & Certification Unit
Vanessa Manuel, Point Source Compliance Unit — w/ attachments
Roosevelt Childress, EPA
Central Files — w/ attachments
Fran McPherson, DWQ Budget Office
�wA
NCDENR
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699.1617 (919) 733.7015 Customer Service
1 800 623-7748
T � t
State of North Carolina IT
Department of Environment
FAJ
and Natural Resources / • a
Division of Water Quality
`
James B. Hunt, Jr., Governor D E N R
Bill Holman, Secretary
Kerr T. Stevens, Director
December 20, 2000
DONALD G. WILLHOIT
CHAPEL HILL WEST - TOWER APART
203 LEXINGTON ROAD
CHAPEL HILL NC 27516
Subject: Acknowledgement of Rescission Request
CHAPEL HILL WEST - TOWER APART
NPDES Permit No. NCO051331
CHATHAM County
Dear DONALD WILLHOIT:
This is to acknowledge receipt of your request that NPDES Permit No. NCO051331
be rescinded. Your request indicated that this permit is no longer needed.
By copy of this letter, I am requesting confirmation from our Raleigh Regional
Office that this permit is no longer needed. After verification by the Regional Office that
the permit is no longer needed, NPDES Permit No. NCO051331 will be rescinded.
If there is a need for any additional information or clarification, please do not hesitate
to contact Robert Farmer at (919) 733-5083, ext. 531.
Sincerely,
E. Shannon Langley, Supervisor
Point Source Compliance/ Enforcement Unit
cc: Raleigh Water Quality Regional Supervisor - Wattachments
Point Source Branch - Dave Goodrich - Wattachments
Point Source Branch - Robert Farmer - w/attachments
Central Files- w/attachments
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 FAX 919-733-9919
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
[Fwd: [Fwd:14PDE30rmit NC0051331]]
Subject: [Fwd: [Fwd: NPDES Permit NC0051331]]
Date: Tue, 05 Dec 2000 07:22:50 -0500
From: Vanessa Manuel<vanessa_manuel@h2o.enr.state.nc.us>
To: Robert Farmer <Robert.Farmer@ncmail.net>
Here is a rescission request. This is for Chapel Hill West Tower
Apartments. The individual who corresponded with Charles indicates the
.intention of not renewing the subject NPDES Permit.
Subject: [Fwd: NPDES Permit NC0051331]
Date: Tue, 05 Dec 2000 07:10:57 -0500
From: Charles Weaver <Charles.Weaver@ncmail.net>
To: Vanessa Manuel <Vanessa.Manuel@ncmail.net>, Tim Baldwin <Tim.Baldwin@ncmail.net>
Vanessa & Tim - Mr. Wilhoit says he wants to rescind his permit.
Tim - Was the engineer's certification for his non -discharge system ever
received?
Let me know if you need additional info....
CHW
Subject: Re: NPDES Permit NCO051331
Date: Mon, 4 Dec 2000 22:20:51 -0500
From: "Don Willhoit" <wilhoit@peoplepc,com>
Reply -To: "Don Willhoit" <don_willhoit@unc.edu>
To: "Charles Weaver" <Charles.Weaver@ncmail.net>
Yes, I guess I want to rescind it if that is
Don Willhoit
----- Original Message -----
From: "Charles Weaver" <Charles.Weaver@ncmail
To: "Don Willhoit" <don_willhoit@unc.edu>
Sent: Monday, December 04, 2000 6:41 AM
Subject: Re: NPDES Permit NCO051331
the same as non -renewal.
net>
> Mr. Wilhoit, thanks for that information.
> Do you wish to rescind permit NC0051331? if so,
> e-mail and I'll start the rescission process.
> Thanks,
> CHW
just reply to thsi
1 of 1 12/6/00 11:41 AD
Re: NPDES Per NC0051331
Subject: Re: NPDES Permit NCO051331
Date: Mon, 4 Dec 2000 22:20:51 -0500
From: "Don Willhoit" <willhoit@peoplepc.com>
Reply -To: "Don Willhoit" <don_willhoit@unc.edu>
To: "Charles Weaver' <Charles.Weaver@ncmail.net>
Yes, I guess I want to rescind it if that is the same as non -renewal.
Don Willhoit
----- Original Message -----
From: "Charles Weaver" <Charles.Weaver@ncmail.net>
To: "Don Willhoit" <don_willhoit@unc.edu>
Sent: Monday, December 04, 2000 6:41 AM
Subject: Re: NPDES Permit NCO051331
> Mr. Wilhoit, thanks for that information.
> Do you wish to rescind permit NC0051331? if so, just reply to thsi
> e-mail and I'll start the rescission process.
> Thanks,
> CHW
1 of 1 12/5/2000 7:11 Albf
Chapel Hill Westt- Tower Apartments
Subject: Chapel Hill West - Tower Apartments
Date: Tue, 27 Jun 2000 09:54:53 -0400
From: Tim Baldwin <tim.baldwin@ncmail.net>
To: Fran McPherson <Fran.McPherson@ncmail.net>, Dave Goodrich <Dave.Goodrich@ncmail.net>
CC: Charles Weaver <Charles.Weaver@ncmail.net>, Randy Jones <Randy.Jones@ncmail.net>,
Ken Schuster <ken.schuster@ncmail.net>
Fran,
The RRO has recently been dealing with Chapel Hill West - Tower
Apartments. They have a discharge permit (NC0051331) which they used to
operate under. The facility was granted an "experimental' non -discharge
permit (WQ0013502), but due to the "experimental' nature, were required
as a condition of the non -discharge permit to retain their discharge
permit for one year. The non -discharge facility has been in operation
for a year, however, we have been unaware of this since we never
received an engineer's certification nor the proper monthly reports.
Due to the fact that we have. not seen a years worth of proper operation
and operational data, we are requiring that the discharge permit be
maintained until that is achieved. The owner, after some discussion,
has consented with this requirement, however, he said he has misplaced
his annual fee invoice. Would you please send him a new invoice. Thank
you.
-Tim Baldwin, RRO
In case the address is different, this is where he requested the invoice
be sent:
Don Willhoit
203 Lexington Road
Chapel Hill, NC 27516
1 of 1 6/27/0010:01 AM
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. Donald G. Willhoit
Chapel Hill West
203 Lexington Road
Chapel Hill, NC 27516
Dear Mr. Willhoit:
F
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 18, 2000
Subject: NPDES Permit Modification
Permit NCO051331
Tower Apartments
Chatham County
The Division is beginning the cycle of permit renewals for the Cape Fear river basin. An examination of the Cape
Fear basin plan and the NPDES permit schedule has revealed that the existing expiration dates in Cape Fear NPDES
permits do not coincide with the revised permit expiration dates for the basin. This discrepancy could create unnecessary
delays in the processing of over 200 permit renewals. Accordingly, the Division is changing the permit expiration dates for
NPDES permits in the Cape Fear river basin.
This permit modification changes the expiration date of the subject permit in subbasin 30604 to April 30, 2001.
Please find enclosed the revised permit cover page. Insert the new cover page into your permit and discard the old page.
All other terms and conditions contained in the original permit remain unchanged and in full effect. This permit
modification is issued under the requirements of North Carolina General Statutes 143-215.1 and the Memorandum of
Agreement between North Carolina and the U. S. Environmental Protection Agency.
In accordance with the modification of the permit expiration date, the new due date for your renewal application is
November 1, 2000. Renewal application forms will be sent to you approximately 6-8 weeks in advance of the new due
date or you may download the forms from the NPDES web site at http://h2o.enr.state.nc.us/NPDES/documents.html.
You will need to download Short Form D. If you have already submitted a permit renewal form, there is no need to
submit any other forms to the Division; the application will be processed during the renewal period for your subbasin.
If any part of this permit modification 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 a written petition conforming
to Chapter 150B of the North Carolina General Statutes, 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.
If you have any questions concerning this permit modification, please contact Natalie Sierra at (919) 733-5083,
extension 551.
Sincerely,
rA
Kerr T. Stevens
cc: Central Files
Raleigh Regional Office, Water Quality Section
Point Source Compliance Enforcement Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone (919) 733-5083 FAX (919) 733-0719
An Equal Opportunity Affirmative Action Employer VISIT USONTHEINTERNET@http:#h2o.encstate.nc.us/NPDES
,4
Permit NCO051331
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,
Chapel Hill West
is hereby authorized to discharge wastewater from a facility located at the
Tower Apartments
Jones Ferry Road
Chapel Hill
Chatham County
to receiving waters designated as an unnamed tributary to Meadow Branch in the
Cape Fear 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, 2000.
This permit and authorization to discharge shall expire at midnight on April 30, 2001.
Signed this day August 18, 2000.
(4� .1d 'it'
Kerr T. Stevens, ffirector
Division of Water Quality
By Authority of the Environmental Management Commission
Don Willhoit Tele:(919) 942-2571(H)
203 Lexington Rd. 962-5724(0)
Chapel Hill, NC 27516 Fax: 942-1020(H)
June 13, 1997
NC DEHNR
DEM
P.O. Box 29535
Raleigh, NC 27626
Attn: Permits Section
Enclosed is my check to renew permit NC0051331. If possible, I would like to prorate this for
the period until the permit, now under review, is issued for a new spray irrigation system.
Thanks.
Sincerely,
Aon JEtY9
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Don Willhoit
Chapel Hill West
203 Lexington Road
Chapel Hill, North Carolina 27516
Dear Mr. Willhoit:
[D FE
April 12, 1996
Subject: NPDES Permit Issuance
Permit No. NCO051331
Tower Apartments
Chatham County
In accordance with the application for a discharge permit received on October 10, 1995, the Division
is forwarding herewith the subject NPDES 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 US Environmental Protection Agency dated December 6, 1983.
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, Post Office Drawer 27447, Raleigh, North Carolina 27611-7447. Unless such demand is
made, this decision shall be final and binding.
Please take notice this permit is not transferable. Part II, EA. addresses the requirements to be
followed in case of change in ownership or control of this discharge.
This permit does not affect the legal requirements to obtain other permits which may be required by
the Division of Environmental Management or permits required by the Division of Land Resources,
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 Susan Robson at telephone number
(919) 733-5083, extension 551.
Sincerely,
Original Signed By
David A. Goodrich
A. Preston Howard, Jr., P.E.
cc: Central Files
Raleigh Regional Office
Mr. Roosevelt Childress, EPA
acllity Assessment Unit'
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-9919
An Equal Opportunity Affirmative Action Employer 50% recycled/ 100% post -consumer paper
Permit No. NCO051331
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
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,
Chapel Hill West
is hereby authorized to discharge wastewater from a facility located at
Tower Apartments
Jones Ferry Road
Chapel Hill
Chatham County
to receiving waters designated as an unnamed tributary to Meadow Branch in the Cape Fear 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 May 1, 1996
This permit and authorization to discharge shall expire at midnight on February 28, 2001
Signed this day April 12, 1996
Original Signed By
David A. Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit No. NC0051331
SUPPLEMENT TO PERMIT COVER SHEET
Chapel Hill West
is hereby authorized to:
1. Continue to operate a 0.0016 MGD wastewater treatment facility consisting of two existing
1200 gallon septic tanks, subsurface sand filter, chlorination, chlorination tank, and cascade
aerator located at Tower Apartments, Jones Ferry Road, Chapel Hill, Chatham County (See
Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into an
unnamed tributary to Meadow Branch which is classified Class WS-IV NSW waters in the Cape
Fear River Basin.
CBJe is
mo
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A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL
Permit No. NCO051331
During the period beginning on the effective date of the permit and lasting until December 31, 1996, the Permittee is authorized to discharge
from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Flow
BOD, 5 day, 200C
Total Suspended Residue
NH3 as N
Dissolved Oxygen"
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Conductivity
Total Nitrogen (NO2+NO3+TKN)
Total Phosphorus
Discharge Limitations
Monthly Ava. Weekly Avg. Daily Max
0.0016 MGD
30.0 mg/I 45.0 mg/1
30.0 mg/I 45.0 mg/I
200.0 /100 ml 400.0 /100 ml
Monitoring Requirements
Measurement
Sample
'Sample
Frequency
Type
Location
Weekly
Instantaneous
I or E
2/Month
Grab
E
2/Month
Grab
E
2/Month
Grab
E
Weekly
Grab
E, U, D
2/Month
Grab
E, U, D
2/Week
Grab
E
Weekly
Grab
U,D
Weekly
Grab
U. D
Weekly
Grab
E
Weekly
Grab
E
* Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/1.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0051331
During the period beginning on the effective date of the permit and lasting until December 31, 1996, the Permittee is authorized to discharge
from outfall(s) serial number 001. (Continued)
Effluent Characteristics Discharge Limitations Monitoring Requirements
Units (specify) Measurement Sample 'Sample
Monthly Avg. Weekly Avg. Daily Max Frequency Type Location
Temperature Daily Grab
A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April I - October 31) Permit No. NCO051331
During the period beginning on January I, 1997 and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial
number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Flow
BOD, 5 day, 200C
Total Suspended Residue
NH3 as N
Dissolved Oxygen"
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Conductivity
Temperature
Total Nitrogen (NO2+NO3+TKN)
Discharge Limitations
Monitoring
Requirements
Measurement
Sample
'Sample
Monthly Avg. Weekly Avg.
Daily Max
Frequency
Type
Location
0.0016 MGD
Weekly
Instantaneous
I or E
30.0 mg/I
45.0 mg/I
2/Month
Grab
E
30.0 mg/I
45.0 mg/I
2/Month
Grab
E
2.0 mg/I
2/Month
Grab
E
Weekly
Grab
E, U, D
200.0 /100 ml
400.0 /100 ml
2/Month
Grab
E, U, D
17.0 µg/I
2/Week
Grab
E
Weekly
Grab
U,D
Weekly
Grab
U, D
Daily
Grab
E
Weekly
Grab
E '
* Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April I - October 31) Permit No. NC0051331
During the period beginning on January 1, 1997 and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial
number 001. (Continued)
Effluent Characteristics Discharge Limitations Monitoring Requirements
Units (specify) Measurement Sample 'Sample
Monthly Avg.. Weekly Avg. Daily Max Frequency Type Location
Total Phosphorus Weekly Grab E
A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 -March 31) Permit No. NCO051331
During the period beginning on January 1, 1997 and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial
number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Flow
BOD, 5 day, 20°C
Total Suspended Residue
NH3 as N
Dissolved Oxygen"
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Conductivity
Temperature
Total Nitrogen (NO2+NO3+TKN)
Discharge Limitations
Monitoring
Requirements
Measurement
Sample
'Sample
Monthly Avg. Weekly Avg.
Daily Max
Frequency
Type
Location
0.0016 MGD
Weekly
Instantaneous
I or E
30.0 mg/I
45.0 mg/I
2/Month
Grab
E
30.0 mg/I
45.0 mg/I
2/Month
Grab
E
4.0 mg/I
2/Month
Grab
E
Weekly
Grab
E, U, D
200.0 /100 ml
400.0 /100 ml
2/Month
Grab
E, U, D
17.0 µg/I
2/Week
Grab
E
Weekly
Grab
U,D
Weekly
Grab
U, D
Daily
Grab
E
Weekly
Grab
E
* Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NCO051331
During the period beginning on January 1, 1997 and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial
number 001. (Continued)
Effluent Characteristics Discharge Limitations Monitoring Requirements
Units (specify) Measurement Sample `Sample
Monthly Avg. Weekly Avg. Daily Max Frequency Type Location
Total Phosphorus Weekly Grab
Part III
Permit No. NCO051131
E. Nutrient Condition for Permits Without Phosphorus Limits
This permit may be modified, or revoked and reissued to include an effluent limitation on nutrients
for this discharge depending upon the following:
I. The findings of a study by the Division of Environmental Management determine nutrient
control is necessary.
2. Local actions do not successfully reduce the nutrient loading on the receiving waters.
3. The onset of problem conditions in the receiving waters.
PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee within 30
(thirty) days after being billed by the Division. Failure to pay the fee in a timely manner in
accordance with 15A NCAC 2H .0105(b)(4) may cause this Division to initiate action to
revoke the permit.
Staff Review and Evaluation
NPDES Wastewater Permit
FACILITY INFORMATI
Facility
Chapel Hill West -Tower Apts.
NPDES No.
NC0051331
Design Flow (MGD)
0.0016
Facility Class
I
STREAM CHARACTERISTICS
Stream Name
UT Meadow Bra -
Stream Class
WS-IV NSW
Drainage Area (miz)
0.1
S7Q10 (cfs)
0
W7Q10 (cfs)
0
30Q2 (cfs)
0
[WC (%)
100
Proposed Changes
Parameters Affected
Basis for change(s)
Monitoring Frequencies
TRC, Temp,
213.0500 rules
Compliance Schedule:
Special Condition(s): Nutrient lang.
Permits & Engineering Comments:
The permittee is working with consultants on a non -discharge system for this facility. RRO
recommended by memo that the permit be allowed to expire. P&E recommends that the permit be
renewed with existing limits until January 1, 1997, and current zero flow policy stating that by 1/l/97
the facility will have to meet 5/2, 10/4 limits if it is not off-line. Region: Please comment on the
appropriateness of the proposed date of 1/1/97.
Pneparedby: tOLyoa, 7 .
Regional Office Evaluation and Recommendations: 7-6 9h) y , , _ /l nv e 4/
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NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO051331
PERMT= NAME: Chapel Hill West -Tower Apartments
FACILITY NAME: Tower Apartments
Facility Status: Existing
Permit Status: Renewal
Major
Pipe No.: 001
Minor 1
Design Capacity: 0.0016 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow):
Comments: Refer: Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin
RECEIVING STREAM: an unnamed tributary to Meadow Branch
Class: C-NSW
Sub -Basin: 03-06-04 p
Reference USGS Quad: R122SW (please attach)
Cnnntv- Chatham
Regional Office: Raleigh Regional Office
Previous Exp. Date: 8/31/92 Treatment Plant Class: 1
Classification changes within three miles:
No change within three miles. PLOTTED
Requested by: Mack Wiggins Date: 211192
Prepared by: / , Date:
Reviewed by: Date:
3oflw � � 9y
�tZ
% Acute/Chronic
Modeler
Date Rec.
I #
DA6
Z
z
1 1,
Drainage Area (mi 2) 0.1 Avg. Streamflow (cfs): C- /
7QI0 (cfs) C • O Winter 7QI0 (cfs) O- O 30Q2 (cfs) O.O
Toxicity Limits: IWC
Instream Monitoring:
Upstream
Effluent
Characteristics
&urumet
wilitef
BODS (m )
3C
NH3-N (mg/1)
r✓�onii.�
D.O. (mg/1)
�- O
TSS (mg/1)
3C
F. Col. (/100 ml)
20O
pH (SU)-9
t
mnly yt--
�n
i
The facility discharges into a stream with 7Q10/30Q2=0 cfs. Removal of
discharge is recommended if a more environmentally sound alternative is
available at an economically reasonable cost. An engineering report
evaluating alternatives to discharge is due 180 days prior to permit expiration
along with the permit renewal application. As part of the report, the cost of
constructing a treatment plant at the discharge point to meet limits of 5 mg/l
(130135,1 mg/1 NH3, 6 mg/1 DO, and 17A/1 chlorine should also be included
If there are no feasible alternatives to a surface discharge. Upon review of the
results of the engineering report, the Division retains the right to reopen and
modify this NPDES permit to require removal of the discharge or to revise
the permit limitations within a specified time schedule.
9
Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Request # 6749
Chapel Hill West -Tower Apartments/Tower Apartments
NC0051331
Domestic - 10011b
Existing
Renewal
UT to Meadow Branch
C-NSW
030604
Chatham
Stream Characteristic:
Raleigh
USGS #
Wiggins
Date:
2j1/92
Drainage Area (mi2):
B22SW
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
estimated from
02.0969.3409
unknown
0.1
0.0
0.0
0.1
0.0
100
Facility is renewing at existing flow with no change in wastewater characteristics. Facility
discharges to stream with 7Q10/30Q2 = 0. Removal of discharge is recommended if a more
environmentally sound alternative is available at an economically reasonable cost. Facility must
submit an engineering report within 12 months of the effective date of this permit. As part of the
report, the cost of constructing a treatment plant at the discharge point to meet limits of 5 mg/I
BODS, 1 mg/I NH3, 6 mg/I DO, and 17 µg/I Chlorine should be included if there are no feasible
alternatives to a surface water discharge.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by:
Reviewed by
Instream Assessment:
F�ional Supervisor`s
Permits & Engineering:
RETURN TO TECHNICAL SERVICES BY: MAY 12 1992
M
C
-"-
CONVENTIONAL PARAMETERS
Existing Limits:
Monthly Average
Wasteflow (MGD):
0.0016
BODS (mg/1):
30.0
NH3N (mg/1):
monitor
DO (mg/1):
6.0
TSS (mg/1):
30.0
Fecal Col. (/100 nil):
200.0
pH (SU):
6-9
Residual Chlorine (µgill):
monitor
Temperature (°C):
monitor
TP (mg/1):
monitor
IN (mg/1):
monitor
Recommended Limits:
Monthly Average
WQ or EL
Wasteflow (MGD):
0.0016
BODS (mg/1):
30.0
WQ
NH3N (mg/1):
monitor
DO (mg/1):
6.0
WQ
TSS (mg/1):
30.0
WQ
Fecal Col. (/100 ml):
200.0
WQ
pH (SU):
6-9
WQ
Residual Chlorine (µg/1):
monitor
Temperature (°C):
monitor
TP (mg/1):
monitor
IN (mg/1):
monitor
*Also, see Instream Monitoring Requirements
(page 3).
Limits Changes Due To:
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
Other (onsite tonicity study, interaction, etc.)
Instream data
New regulations/standards/procedures
New facility information
5-
2
Parameter(s) Affected
x Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
*
No parameters are water quality limited, but this discharge may affect future allocations.
INSTREAM MONITORING REQUIREMENTS
Upstream Location: UT to Meadow Branch approximately 59 upstream of discharge pipe
Downstream Location: UT to Meadow Branch approximately 50' downstream of discharge pipe
Parameters: Temperature, DO, Fecal, Conductivity
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes -7 �e- No
If no, which parameters cannot be met? e:2 /
Would a "phasing in" of the new limits be appropriate? Yes y No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
A �6 A)
,
If no, why not?
r
D�� INSTREAM DATA
To: Permits and Engineering Unit
Water Quality Section
J /
1
F
r
RECEIVED
MAR 3 0 1992
DATE:March 26, 1992 TECHNICAL SUPPORT BRANCH
a.,
NPDES STAFF REPORT AND RECOMMENDATIONS
COUNTY:Chatham
PERMIT NUMBER:N00051331
PART I - GENERAL INFORMATION
1. Facility and Address:Chapel Hill West/Tower Apartments SR 1540
2. Date of Investigation:March 25, 1992
3. Report Prepared by: S. Mitchell
4. Person Contacted & Telephone Number:Donald Willhoit
5. Directions to Site:Jones Ferry Road (SR1540) 100 M south of
Orange County line in Chatham County.
6. Location of Discharge Point.
a. Latitude:35 52' 04" Longitude:79 09' 39"
See Attached USGS Map Extract Indicating Treatment Facility Site
and Discharge Point.
'b. USGS Quad Number:D22SW USGS Quad Name:Bynum
7. Size (land available for expansion and upgrading):Yes
S. Topography (including relationship to flood plain):<5%
9. Location of Nearest Dwelling:30 meters
10. Description of Receiving Stream or Affected Surface Waters.
a. Name:UT to Meadows Branch
b. Classification:CNSW
C. River Basin and Subbasin Number:CPF 03-06-04
d. Receiving Stream Features and Pertinent Downstream Uses:
None apparent.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Description of Wastewater.
- a. Type of Wastewater: _100_ % Domestic
% Industrial
b. Volume of Wastewater (design capacity): 0.0016 MGD
c. Types and Quantities of Industrial Wastewater:NA
d. Prevalent Toxic Constituents in Industrial Wastewater:NA
2. Pretreatment Program Status: In Development
Approved
Should Be Required
XX Not Needed
3. Description of Industrial Processes and Applicable 40 CFR Parts
and Subparts:NA
4. Industrial Production Rates (in appropriate mass/day units).
a. Long Term Average Production Rate:NA
b. Highest Monthly Production in Past 12 Months:NA
C. Highest Yearly Production in Past 5 Years:NA
5. Treatment System Information.
a. Status of Treatment System: XX_ Existing
Proposed
b. Description of Treatment System:Two 1,200 g septic tanks w
subsurface sand filter, disinfection and cascade aeration.
6. Residual Solids Treatment and Disposal Method:A necessary and
approved.
7. Treatment System Classification (rating sheet attached, if
appropriate):Class I
S. Codes.
a. SIC Code:4952
b. Wastewater Code:07 `
C. Main Treatment Unit Code:440 7
9. Treatment System Compliance Status:Compliant
PART III - OTHER PERTINENT INFORMATION
1. Is This Facility Being Constructed With Construction Grants
Funds?No
2. Special Monitoring Requests:None
3. Additional Effluent Limits Requests:No
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS
Based on the review of DMR's and the general appearance and operation
of the facility, the Raleigh Regional Of ce recommends the renewal of
this facility's permit for a period of tme consistent with the basin
policy. � \
. a-�Z? 1
Date
TD:SM:sm
U
J
0
RATING SCALE - OP CLASSIFICATION OF FACILITIES
Name of Plant.• DL3�TL /?�Ts. —�t2 ��L� WET
Owner or Contact Person: bor) IJ�L�noyf
Mailing Address:
County:_ (—I1OTr114ry\,Telephone:
NPDES Permit o. NCOO 5I SR i Nondisc. Per. No.
Issue Date: 8 Expiration Date:
Existing Facility �tc New Facility
Rated By: S . (%lyTGn rr Date:
Reviewed (Train. & Cert.) Reg. Office
Reviewed (Train. & Cert.) Central Offic
ORC Grade
Plant Class: (circle one) 1 II III IV Total Points )
ITEM POINTS
(5) SECONDARY TREATMENT UNITS
(1) Industrial Pretreatment Units and/or
Industrial
(a) Carbonaceous Stage
(i)Aeration - High Purity Oxygen System
Pretreatment Program
(see definition No.
.....
Diffused Air System ...........
20
10
(2) i2.ETl� FLOW OF PLANT IN GPD(
4
Mechanical Air System (fixed,
(not applicable to non -contaminated cooling waters, sludge
floating or rotor) ..............
8
handling facilities for wafer purification plants, totally
Separate Sludge Reaeration .....
(if) Trickling Filler
3
closed cycle systems (del. No. 11), and facilities
consisting only of Item (4) (d) or Items (4) (d) and (11) (c()
High Rate ...................
7
0 -- 20,000..........
1
Standard Rate ...............
5
20.001 -- 50,000........
"""""-"•...•
2
Packed Tower ...............
5
(if!) Biological Aerated Filler or Aerated
100,001 -- 250.000 ..........................
4
Biological Filter ......................
10
250.001 -- 500,00o..........................
5
(iv) Aerated Lagoons......................
10
500.001--1,000,000 ..........................
1,000,001 -- 2,000,000 ........................
8
10
(v) Rotating Biological Contactors ..........
10
2.000.001 (and up) - rate 1 point additional for each
(vi) Sand Fillers-
200,000 gpd capacity up to a
intermittent biological
2
maximum of 30
Design Flow (gpd)
....
recirculating biological .. ,
3
(3) PRELIMINARY UNITS (see definition no. 32)
(vii) Stabilization Lagoons ...................
5
(a) Bar Screens..........
""""
1
(viii)clarifier ..............................
5
• • • • • • • • • - • • •
or
(ix) Single stage system for combined
(b) Mechanical Screens, Static Screens or
carbonaceous removal of SOD andnitrogenous
Comminuting Devices .......................
2
removal by nitrification
.
(c) Gdt Removal ..:............................
1
(see def. No. 12) (Points for this item
or
have to be in addition to items (5) (a)
-
(d) Mechanical Aerated Grit Removal
2
(i) through (5) (a) (v'iii) .................
B
...........
(e) Flow Measuring Device .......................
1
(x) Nutrient additions to enhance BOD
or
removal...............................
5
(f) Instrumented Flow Measurement
2
(xi) Biological Culture ('Super Bugs') addition
..............
' (g)Preaeralion.......
2
to enhance organic compound removal .....
5..........................
(b) Nitrogenous Stage
(h) Influent FIowEqualizalion ...................
2
(i) Aeration - High Purity Oxygen System .....
20
(i) Grease or Oil Separators - Gravil y • .. • • • "
2
Diffused Air System ...........
10
Mechanical ......
3
Mechanical Air System (fixed,
Dissolved Air Flotation.
8
floating, or rotor) ..... . . . • • . •
8
G) Prechlorination ..............................
5
Separate Sludge Reaeration .....
3
(ii) Trickling Filler -
(4) PRIMARY TREATMENT UNITS
High Rate ..............
7
Septic Tank (see definition no. 43)..:...........
Standard Rate ............(a)
5
(b) Imhoff Tank
5
Packed Tower............
5
..................................
(c) Primary Clarifiers
5
(fii) Biological Aerated Filler or Aerated
............................
(d) Settling Ponds dr Settling Tanks for Inorganic
Biological Filter .................... . • • • -
(vRotating Biological Conlaclors
1 o
Non -toxic Materials (sludge handling facilities
............
(v) Sand Filler -
1 0
for water purification plants, sand, gravel,
stone, and other mining operations except
intermittent biological ........
2
recreational activities such as gem or gold
recirculating biological ........
(vi) Clarifier
3
mining) ......................................
2
................................
5
� s �
(6) TEETPARY OR ADVANCED TREATMENT UNIT
(a) Activated Carbons Beds -
: without carbon regeneration ..................
with carbon regeneration ....................
(b) Powdered or Granular Activated Carbon Feed -
without carbon regeneration .................
with capon regeneration .....................
(c) Air Stripping .......................: ... .
(d) Denitrilication Process (separate process) .... .
(a) Eledrodialysis ..............................
(t) Foam Separation .............................
(g) Ion Exchange ........ :........................
(h) Land Application of Treated Effluent
(see definition no. 22b) (not applicable for
sand, gravel, stone and other similar mining
operations)
(i) on agriculturally managed sires (See del.
No. 4) ...................................
(ii) by high rate infiltration on non -agriculturally
managed sites (includes rotary distributors
and similar fixed nozzle systems) ...........
(iii) by subsurface disposal (includes low pressure
pipe systems and gravity systems except at
plants consisting of septic tank and nitriiica-
tion lines only) .............................
(i) Microscreens..................................
(j) Phosphorus Removal by Biological Processes
(10) CHEMICAL ADDITION SYSTEM (S) (See definition No. 9)
5 (not applicable to chemical additions rated as item
7 5 (3) (j). (5) (a) (xi). (6) (a). (6) (b). (7) (b)• (7) (a).
(9) (a), (9) (b), or (9) (c) 5 points each: List:
5
75
5
10
5
5
5
10
4
4
5
(See def. No. 26) ............................
20
(k) Polishing Ponds - without aeration .......
2
with aeration ..........
5
(I) Post Aeration - cascade ..............
diffused or mechanical ...
5
(m) Reverse Osmosis .............................
Fillers low rare
62
(n) Sand or Mixed -Media - ...........
. high rate ..........
5
(o) Treatment processes for removal of metal or
cyanide....................................
15
(p) Treatment processes for removal of toxic
materials other than metal or cyanide .........
15
I SLUDGE TREATMENT
(a) Sludge Digestion Tank - Healed ...............
10
Aerobic ...............
5
Unheated .............
3
(b) Sludge Stabilization (chemical or thermal) .......
5
(c) Sludge Drying Beds - Gravity .................
2
Vacuum Assisted ........
5
'(d)
SludgeEluldalion.............................
5
(a)
Sludge Conditioner (chemical or thermal) ........
5
(f)
Sludge Thickener (gravity) ......................
5
(g)
Dissolved Air Flotation Unit
(not applicable to a unit rates as (3) (i) .........
8
(h)
Sludge Gas Utilization (including gas storage) ....
2
(i)
Sludge Holding Tank - Aerated ................
5
Non-seraled ............
2
(j)
Sludge Incinerator - (not including activated
- carbon regeneration) ..
10
(k)
Vacuum Filter, Centrifuge or Filter Press or other
similar dewalering devices ....................
10
(8) SLUDGE DISPOSAL (including incinerated ash)
(a)
Lagoons ........................................
2.
(b)
Land Application (surface and subsurface)
(see definition 22a)
-where the facility holds the land app. permit . .
10
-by contracting to a land application operator who
holds the land application permit .............. 2
by a contractor who doe
-land application of sludge
not hold the permit for the wastewater treatment
- facility where the sludge is generated .........
10
(c)
Landfilled(burial) .............................
5
(9) DISINFECTION -
(a)
Chlorination .............................
5
(b)
Dechlorirlation ..:.....................
5
(c)
Ozone ..............................
5
(d)
Radiation ..........................
5
5
5
5
(11) MISCELLANEOUS UNITS
(a) Holding Ponds, Holding Tanks or Settling Ponds
for Organic or Toxic Materials including wastes
from mining operations containing nitrogen and/or
phosphorous compounds in amounts significantly
greater than is common for domestic waslewaler .......... 4
(b) Effluent Flow Equalization (not applicable to storage
basins which are inherent in land application systems). 2
(c) Stage Discharge (not applicable to storage basins
inherent in land application systems ....................................... 5
(d) Pumps.................................. -............ ............................................ _..... 3
(a) Stand -By Power Supply.................................................................. 3
(I) Thermal Pollution Conlrol Device ............................................. 3
TOTAL POINTS
CLASSIFICATION
Class I ......................................................... 5 - 25 Points
s 1........................................................ 26- 50 Points
Class III ....................................................... 51- 65 Points
Class IV ........................................................ 66- Up Points
Facilities having a rating of one through four points, inclusive,
do not require a certified operator. Classification of all other
facilities requires a comparable grade operator in responsible
charge.
Facilities having an activated sludge process will be assigned
a minimum classification of Class II.
Facilities having treatment processes for the removal of metal
or cyanide will be assigned a minimum classification of Class IL
Facilities having treatment processes for the biological removal
of phosphorus will be assigned a minimum classification of Class
III.
In -plant processes and related control equipment which are an
integral part of industrial production shall not be considered waste
treatment. Likewise, discharges of wastewater from residences
having a design flow of 1.000 gpd or less, shall not be subject to
rating.
ADDITIONAL COMMENTS:
PERMIT NO.: NCOO 5133f
FACILITY NAME:
Facility Status: EXIS IN
(circle one)
Permit Status: AL
(circle one)
NPDES WASTE LOAD ALLOCATION
1 ve
MMIRCAnON UNPETIMMED NEW
MaJor Minor
Pipe No: ('�) O 1
Design Capacity (MGD): 0' 0 o
Domestic (X of Flow):
Industrial (X of Flow):
Comments:
RECEIVING STREAM: �L(LdgJ i/✓C
Class. Ci AfSIJ
Sub -Basin:
yyt4
Reference USGS Quad: (please attach)
County: ii�G Y �Oln+1
Regional Office: As Fa Mo Ra Wa Wi WS
(eircle ese)
Requested By: --1 LJ "`1�(^� `�-Date:
Prepared By:Z� P r Date:
Reviewed By: nn Date:
Modeler
Date Rec.
#
'Scv
� a� 81
3595
Drainage Area (mi 2) / L( Avg. Streamf low (cfs): <0•1
7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs) C'
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream — Location
Effluent
Characteristics
Summer
Winter
BODS (mg/1)
NHj N (mg/1)
D.O. (mg/1)
(o
TSS (mg/1)
3 u
F. Col. (/100ml)
(000
pH (SU)
(P q
I...:I:M:I:T'S WI:::PE: EA!:iI:::I:) UPON DIVISION
PR'C)CAH:1:)1.1PE:5 1::0ld 1:7I!iif:a-IF9f:Oliia.!:i TO
I...(:7W I'71... f:7W !:i'T'f:I:::Fd M!:i .
FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW
Effluent Characteristics Monthly DailyAverage Maximum Comments
Type of Product Produced I Lbs/Day Produced I Effluent Guideline Reference
a Wi
--i------------ WASTELOAD ALLOCATION APPROVAL FORM
�erM;l 1�w+,bc,r KCoos133,
Request No. :3985
Facility Name
: CHAPEL HILL
WEST -TOWER APTS.
Type of Waste
: DOM
Status
: EXISTING
Receiving Stream
: UT MEADOW BRANCH
Stream Class
: C
Subbasin
: 030604
County
: CHATHAM
Drainage Area
(sq mi)
: <.1
Regional Office
: RALEIGH
Summer 7Q10
(cfs)
: 0.
Requestor
: SHANKLIN
Winter 7Q10
(cfs)
: 0
Date of Request
: 4/24/87
Average Flow
(cfs)
: C.l
Quad
: D22SW
30Q2
(cfs)
: 0
EFFLUENT LIMITS
Wasteflow (mgd): .0016
5-Day BOD (mg/1): 30
Ammonia Nitrogen (mg/1): nr
Dissolved Oxygen (mg/1): 6
TSS (mg/1): 30
Fecal Coliform (#/100ml): 1000
PH (SU): 6-9
MONITORING
Upstream (Y/N): N Location:
Downstream (Y/N): N Location:
MAY 81987
iZAlEititt ;;'U10NAL UFFICE
---------------------------------- COMMENTS ----------------------------------
LIMITS REMAIN UNCHANGED. LIMITS ARE PER DIVISION PROCEDURE PERTAINING TO LOW
FLOW STREAMS. RECOMMEND REMOVAL OF THE DISCHARGE.
-Recommend Itm,ts be loWeVe-8-}o�n
,ecouv'aegg%rQVVIovR1 �e-
C�'�sc1�a w�I��✓i 1"litls?�t- 1�-. IJ�r1�v;eh-� sev*sr-i-ivy
UJ aF eve- 'Re_Co,M wievt d o r� k+0 r , h `� �v vea A-ok l �h(3:S quo vus
-1Jo Lirhi-4-. (a� Pew ,S%o� `�-InC�) 1
Reviewed by:
Recommended by
Tech. Support Supervisor` D
Regional
Permits & E
Water Quality Section Chief
Date
Date S 13 $
Date S4/4 /k >
Date %Q
Date
JUN 13 1987
Engineer Date
Rec. #
NPDES WASTE LOAD ALLOCATION
-
Facility Name: N M
Pr.ft" �,
Date:
Existing Permit No.:
A1�-cn`1k7, Pipe No.: OI
County:
41-
Proposed 0
°
G00
Design Capacity (XGP-): U-0 0
Industrial (% of Flow): O Domestic
(% of Flow):
� 0 0
Receiving Stream: U T• .Lc.
me,L � D.a..cLClass: G Sub -Basin:
ts3 - O4
r'
04
Reference USGS Quad — (Please attach) Requestor: L a ♦a G o ,• Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: 1;45 A Drainage Area: 01 Avg. Streamflow:
7Q10: —Winter 7Q10: — 30Q2:
oD
Location of D.O.minimum (miles below outfall): _ Slope:
Velocity (fps):J 200C); Z oZ D K2 (base e, per day, 200C):_CZ0 -
_ 0 K1 (base a, per day,
Effluent
Characteristics
Monthly
Average
Comments
?,DD.
!
-8.5
Effluent Monthly
Characteristics Average Comments
Original Allocation
Revised Allocation Date(s) of Revision(s)
Q (Please attach previous allocation)
C rmation
�VP epared By: Reviewed By: 6 J Date:(71
For Appropriate Dischargers, list Complete Guideline .limitations Below
'Effluent Monthly Maximum Daily
Characteristics Average Average Comments
Type of Product Produced Lbs/Day Produced ILEffluent Guideline Reference
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i
MODEL SUMMARY DATAM
DISCHARGER
: H
AND M PROPERTIES
SUYBASIN :
03-06-04
RECEIVING STREAM
: UT
MEADOW BR
STREAM CLASS:
C
7010
: 0
CFS
WINTER 7010 :
CFS
DESIGN TEMPERATURE
: 25
DEGREES C.
WASTEFLOW :
0.0016 MGD
ILENGTHISLOPE I
VELOCITY
(DEPTH
I K1
I Kr
I Kn
I K2
I Oro I
---------------------------------------------------------------------------------
IMILES IFT/MI I
FPS
I FT
I /DAY
I/DAY
I/DAY
I/DAY
ICFS/MII
SEGMENT
1
I I I
1 0.151200.001
0.10
I
1 0.09
I
1 1.26
I
1 1.26
I
1 0.00
I
140.14
I I
1 0.00 1
REACH
-----------------------•----------------------------------------------------------
1
1 1 1
1
1
1
1
1
1 1
SEGMENT
1
I I I
1 1.301 77.001
0.10
I
1 0.19
I
1 0.34
I
1 0.84
I
1 0.00
I
115.45
I I
1 0.00 1
REACH
----------------•--------------------------------------------------------------
2
1 1 1
1
1
1
1
1
1 1
ALL RATES ARE AT 25 DEGREES C.
These Q's qrc C416WAtLAO WIC-RIVOJ)VU'S heul ern.
DISCHARGER 2 H AND M PROPERTIES
RECEIVING STREAM Y UT MEADOW PR
WASTEFLOW 0.0016 MGD (114 MG/L HOD-ULT)
SEG NO 1
REACH
I SEG MI I
DO I
CHOD I
NHOD I
FLOW I
1 I
1
1 0.001
6.001
114.001
0.001
0.001
1 I
1
1 0.051
5.231
109.701
0.001
0.001
1 1
1
1 0.101
5.091
105.561
0.001
0.001
1 I
1
I 0.151
5.151
101.581
0.001
0.001
1 1
2
1 0.151
7.451
6.711
0.001
0.051
1 1
2
1 0.251
7.811
6.371
❑.001
0.051
1 1
2
1 0.351
7.961
6.051
0.001
0.051
1 1
2
I 0.451
8.031
5.741
0.001
0.051
1 1
2
1 0.551
8.071
5.461
0.001
0.051
1 1
2
1 0.651
8.101
5.181
0.001
0.051
1 1
2
1 0.751
8.111
4.921
0.001
0.051
1 1
2
1 0.851
8.131
4.671
0.001
0.031
1 1
2
1 0.951
6.141
4.441
0.001
0,051
1 1
2
1 1,051
8.161
4.221
0.001
0.051
1 1
2
1 1.151
8,171
4.001
0.001
0.051
1 1
2
1 1.251
8.181
3.801
0.001
0.051
1 1
2
1 1.351
8.191
3.611
0.001
0.051
1
1 2
1 1.451
8.201
3.431
0.001
0.051