NC0029351_Complete File - Historical_19990818

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens., Director
August 18, 1999
G. B. PATEL
ARROWHEAD MOTOR LODGE
1126 E. MEBANE OAKS ROAD
MEBANE NC 27302
Subject: Rescission of NPDES Permit
Permit No. NCO029351
ARROWHEAD MOTOR LODGE
Alamance County
Dear Mr. PATEL:
N R
Reference is made to your request for rescission of the subject NPDES Permit. Staff
of the Winston-Salem Regional Office have confirmed that this Permit is no longer
required. Therefore, in accordance with your request, NPDES Permit No. NCO029351 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rescinded, effective immediately.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 $10,000
per day.
If it would be helpful to discuss this matter further, I would suggest that you contact
the Water Quality staff, Winston-Salem Regional Office at [phone].
cc: Alamance County Health Department
Winston-Salem - Water Quality Regional Supervisor - w/attachments
Point Source Branch - Dave Goodrich
Operator Training and Certification
Point Source Compliance - Robert Farmer - w/attachments
Mr. Roosevelt Childress, EPA
Central Files - w/at *-..Ants
Fran McPherson, DWQ Budget Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Gamen Patel
1126 East Mebane Oaks Road
Mebane, North Carolina 27302
Dear Mr. Patel:
4�
[DEHNR
March 4, 1996
Subject: NPDES Permit Issuance
Permit No. NCO029351
Arrowhead Motor Lodge
Alamance County
In accordance with the application for a discharge permit received on December 18, 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 Mack Wiggins at telephone number
[phone], extension 542.
Sincerely,
Original Signed By
David A. Goodrich
A. Preston Howard, Jr., P.E.
cc-. Central Files
Winston-Salem Regional Office
Mr. Roosevelt Childress, EPA
Permits and Engineering Unit
Facilities Assessment Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Permit No. NCO029351
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,
Gaman B. Patel
is hereby authorized to discharge wastewater from a facility located at the
Arrowhead Motor Lodge
1126 E. Mebane Oaks Road
south of Mebane
Alamance County
to receiving waters designated as an unnamed tributary to Haw Creek in the Cape Fear River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
I1,111, and IV hereof.
The permit shall become effective April 1, 1996
This permit and the authorization to discharge shall expire at midnight on January 31, 2001
Signed this day March 4, 1996
Original Signed By
David A. Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Mangement Commission

Permit No. NC0029351
SUPPLEMENT TO PERMIT COVER SHEET
Gaman B. Patel
is hereby authorized to:
1. Continue to operate an existing wastewater treatment system consisting of a grease trap, flow
measurement, a septic tank, dosing tank, surface sandfilter, tablet chlorinator and contact tank
located at Arrowhead Motor Lodge, 1126 E. Mebane Oaks Road, south of Mebane, Alamance
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 Haw Creek which is classified Class WS-V NSW waters in the Cape Fear
River Basin.

1
A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NCO029351
During the period beginning on the effective date of the permit 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
Ty"
Location
0.007 MGD
Weekly
Instantaneous
I or E
13.0 mg/I
19.5 mg/1
2/Month
Grab
E
30.0 mg/1
45.0 mg/I
2/Month
Grab
E
4.0 mg/1
2/Month
Grab
E
Weekly
Grab
E, U, D
200.0 1100 ml
400.0 /100 ml
2/Month
Grab
E, U, D
2/Week
Grab
E
Weekly
Grab
U,D
Weekly
Grab
E,U,D
Daily
Grab
E
Quarterly
Grab
E
* Sample locations: E - Effluent, I - Influent, U - Upstream 100 feet above the discharge point, D - Downstream at NCSR 2128 Bridge.
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 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 FINAL
Permit No. NC00293.51
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. (Continued)
Effluent Characteristics Discharge Limitations Monitoring Requirements
Units_-Cspecify� Measurement Sample 'Sample
Monthly Avg. Weekly Avg. Daily Max Frequency Type Location
Total Phosphorus Quarterly Grab E

Part III Permit No. NC0029351
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:
1. 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.
F. POTW Connection Condition
The permittee shall properly connect to an operational publicly owned wastewater collection system
within 180 days of its availability to the site, if the facility is in noncompliance with any terms and
conditions of the NPDES permit or governing rules, regulations and laws.
G. The permittee shall submit a letter requesting that the NPDES permit be rescinded once the
facility is connected to a POTW collection system.

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor George T. Everett, Ph.D
William W. Cobey, Jr., Secretary
January 31, 1992 Director
Mr. G. B. Patel, Owner
Arrowhead Motor Lodge
1126 East Mebane Oaks Road
Mebane, North Carolina 27302
Subject: Permit No. AC0029351
Authorization to Construct
Arrowhead Motor Lodge
Wastewater Treatment Disposal
Alamance County
Dear Mr. Patel:
A letter of request for an Authorization to Construct was received July 25, 1991 by the Division
and final plans and specifications for the subject project have been reviewed and found to be satisfactory.
Authorization is hereby granted for the continued operation of a 20,000 gallon septic tank, a 2,450 square
foot sand filter bed and the construction of a 1,200 gallon recirculating tank, two (2) splash plates for the
sand filter, a Sanuril Model 200 chlorinator, a minimum 75 gallon chlorine contact chamber and a drop
inlet box at the end of the contact chamber for sampling with discharge of treated wastewater into the Haw
River which is classified as Class "WS-III-Nutrient Sensitive' waters in the Cape Fear River Basin.
This Authorization to Construct is issued in accordance with Part III paragraph B of NPDES
Permit No. NCO029351 issued July 1, 1989, and shall be subject to revocation unless the wastewater
treatment facilities are constructed in accordance with the conditions and limitations specified in Permit No.
NC0029351.
The sludge generated from these treatment facilities must be disposed of in accordance with G.S.
143-215.1 and in a manner approved by the North Carolina Division of Environmental Management.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required by this
Division, such as the construction of additional or replacement wastewater treatment or disposal facilities.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/733-2314 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

The Winston-Salem Regional Office, phone no. [phone], shall be notified at least forty-
eight (48) hours in advance of operation of the installed facilities so that an in -place inspection can be
made. Such notification to the regional supervisor shall be made during the normal office hours from
a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been installed in
accordance with the NPDES Permit, this Authorization to Construct and the approved plans and
specifications. Mail the Certification to the Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC
27626-0535.
The subject wastewater treatment and disposal facilities shall be connected l
publicly owned wastewater collection system within 180 days of its availability to the sto an operationa
ubject facilities, if
the subject wastewater treatment or disposal facilities are in noncompliance with the terms and conditions
of the NPDES permit, the Authorization to Construct, or the governing statutes or regulations.
Prior to the initiation of these connection activities, appropriate approval must be received from this
Division.
Upon classification of the facility by the Certification Commission, the Perrruttee shall employ a
certified wastewater treatment plant operator to be in responsible charge of the wastewater treatment
facilities. The operator must hold a certificate of the type and grade at least equivalent to the classification
assigned to the wastewater treatment facilities by the Certification Commission.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for the
life of the facility.
The sand media of the 2,450 square foot must comply with the Division's sand specifications. 71—
engineer's certification will be evidence that this certification has been met.
The sand in the sand filter shall be kept free of weeds.
The sand bed shall be alternated monthly or as necessary due to surface matting/clogging.
Once the surface layer of the sand filter becomes sufficiently clogged, the Permittee shall remove
the surface mat and replace with clean material.
The Pemiittee shall ensure that the entire sand filter bed is completely covered with each dosage of
wastewater.
Failure to abide by the requirements contained in this Authorization to Construct may subject the
Permittee to an enforcement action by the Division of Environmental Management in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
The issuance of this Authorization to Construct does not preclude the Permittee from complying
with any and all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.

One (1) set of approved plans and specifications is being forwarded to you. If you have any
questions or need additional information, please contact Ms. Angela Y. Griffin, telephone number
919n33-5083.
Siri rely,
George T. Eve tt
cc: Alamance County Health Department
Winston-Salem Regional Office, Water Quality
Training and Certification Unit
Simmons Engineering and Surveying

100% DOMESTIC FACILITIES - REC'D 11/93
RENEWING WITHOUT MODIFICATION
BY MODELER
FINAL LIST
DAG
01 /03/94
Request
Permit # Facility
Stream
Sub -basin County
Region
WLA?
MOD ENG Comments
29351
ARROWHEAD MOTOR LODGE
UT HAW CREEK
030602
ALAMANCE
WSRO
DAG MW
36668
KENANSVILLE WWTP, TOWN OF
GROVE CREEK
030622
DUPLIN
WiRO
X
DAG SW Please evaluate at 0.25 & 0.3 MGD per Region
59200
SPORTSMAN PROPERTIES, INC.
UT THORPE LAKE
040402
JACKSON
ARO
X
DAG MW need WLA - NOT BUILT
75736
WHITESIDE ESTATES WWTP
GRASSY CAMP CREEK
040402
JACKSON
ARO
X
DAG JL need WLA - NOT BUILT
KEYS TO COMMENTS:
Oa. No policy given. Alternatives analysis should be required.
Ob. Facility must meet 5 & 1 (by date given in parenthesis).
Oc. Alternatives analysis requested.
Od. Alternatives analysis submitted.
Oe. Facility will connect to POTW.
1. Phased permit.
2. Documented instream water quality problems.
3. Facility is requesting modification.
4. WLA should be done per basinwide permitting schedule.
Refer: Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin
g77Gc �l E./%
NOTE: IF'X' UNDER "Request WLA4" COLUMN,
THE ENGINEER SHOULD REQUEST A WASTELOAD ALLOCATION.
ALSO, FOR A 'Oa' COMMENT, GIVE CURRENT ZERO -FLOW POLICY.
FOR A '0b' COMMENT, GIVE 5 & 1 LIMITS BY DATE IN PARENTHESIS.

TO: Permits and Engineering Unit (NPDES), see below **
Technical Support
Alamance County Health Department
Central Files
WSRO-02935194.R01
Page 1 of 4
SOC Priority Project: Yes No_X_
To: Permits and Engineering Unit
"DEM-Water Quality Section" ** Attention: Mack Wiggins **
Date: January 5, 1994
***** NPDES STAFF REPORT AND RECOMMENDATIONS *****
COUNTY: Alamance
Permit No. NC0029351 ****(Renewal) ****
PART I - GENERAL INFORMATION - (Existing System/Sanitary)
1. Facility and Address:
Arrowhead Motor Lodge, 1126 E. Mebane Oaks Road, Mebane, NC
Mailing Address: Mr. Gaman B. Patel, Owner and Manager,
Arrowhead Motor Lodge, 1126 E. Mebane Oaks Road, Mebane,
NC 27302.
2. Date of Investigations: December 22, 1993, in the field.
3. Report Prepared by: Arthur R. Hagstrom, Environmental
Engineer, DEM, WSRO WQ
4. Persons Contacted and Telephone Number:
Mr. Gamam B. Patel, Owner and Manager, 910-563-3513
Mr. Jimmy Jobe, Mebane's Public Works Director, 910-563-5901
5. Directions to the site: From the junction of I 40/85 and
Meabane Oaks Road, go to th NE quadrant of the interchange in
which the facility is located.
6. Discharge Points(s), List all discharge points:
Latitude: 36deg04min22sec Longitude: 79deg16min22sec
Elevation: 650'
U.S.G.S. Quad No.: C21SE Quad Name: MEBANE, NC
7. Site size and expansion area consistent with application?
_X_ Yes No If no, explain. The site is not suitable
for WWTP expansion. The discharge goes into a zero flow 7Q10
receiver ( a DOT drainage ditch beside an off -ramp to
westbound I-40/85). Subsurface and spray irrigation are not
possible options. The site is landlocked by adjacent
properties.

ft
Arrowhead Motor Lodge WWTP
Page 2 of 4
8. Topography (relationship to 100 year flood plain
included): Not in flood plain. The WWTP site has been graded
to suit the installation of the WWTP. The site slopes to the
south and the slopes vary from 2 % to 10 0.
9. Location of nearest dwelling and water supply well:
The nearest residence is over 1000 feet from the WWTP. The
motor lodge's well is over 100 feet from the WWTP. There are
adjacent businesses with subsurface disposal systems.
10. Receiving stream or affected surface waters:
UT to Haw Creek to the Haw River (Cape Fear).
a. Watershed Classification: " WS-V-NSW "
b. River Basin and Subbasin No.: Cape Fear/03-06-02
c. Describe receiving stream features and pertinent
downstream uses: The creek flows under I-40/85, near highway
businesses, through some rural areas, near a proposed
industrial site, and becomes a water supply.
Part II - DEDSCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater that has been permitted: 0.070 MGD.
b. Actual treatment capacity of the current facility (current
design capacity): 0.007 MGD (estimated). This system serves a
25 unit motel ( 13 two double beds and 12 one double bed) plus
a 60 seat restaurant ( leased to others by Mr. Patel).
c. Date (s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
January 31,1992 (AC0029351) ; No activity.
d. Please provide a description of existing or substantially
constructed wastewater treatment facilities: This 7,000 GPD
WWTP consists of a grease trap, flow measurement, a septic
tank, a dosing tank, a surface sand filter, a tablet
chlorinator and contact tank, and a discharge pipe.
e .Please provide a description of the proposed wastewater
treatment facilities: The owner believes that the City of
Mebane will bring the City sewer to the motel site. The City
has no such plan.
f. Possible toxic impacts to surface waters: Any that treated
and disinfected wastewater can generate.

Arrowhead Motor Lodge
Page 3 of 4
g. Pretreatment program( POTW' only): N/A
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme:
Disposals for the site are currently handled by contract
septage haulers and taken to either Mebane or East Burlington
WWTPs.
The following are keyed to DEM's NPDES Form:
a. The residuals are not land applied by the Lodge.
b. Residuals are taken from the septic tank system
as needed.
c. Land application by Permitted municipality.
d. No other disposal plan needed.
3. Treatment plant classification ( Attach completed rating
sheet):
Class "Class I , 13 points
4. SIC Code: 7011
Wastewater Code(s): Primary: 10
Secondary: 13
Main Treatment Unit Code: 4 4 0 X 7
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds (municipals only)? No
2. Special monitoring requests: No change until "Basin"
limits are in place.
3. Important SOC, JOC, or Compliance Schedule dates: None
4. Alternative Analysis Evaluation:
a. Insufficient land for Spray irrigation or subsurface
system.
b. Sewer connection is possible now except for cost/ Lodge
owner.
c. Other Disposal options: Unknown, at this time.

Arrowhead Motor Lodge
Page 4 of 4
5. Other special items:
a. These facilities are being operated and for the 12 month
period (12/92 through 11/93) are compliant per the self -
monitoring data.
b. They do not have Phosphorus removal.
c. There are several businesses along Mebane Oaks Road that
need to be connected to the City of Mebane sanitary sewer
system that adjoin the Lodge. The owners claim that they
cannot afford the sewer installation cost. Mebane refuses to
sewer the area.The available sewer is approximely 1000 feet
from the site. It is possible that a major industry is moving
into an adjacent site, but the City claims they will not sewer
the business cluster when and if they sewer the industry. The
industry's sewer line will be farther from the Lodge than the
current MacDonald's line.
PART IV - EVALUATION AND RECOMMENDATIONS
The WSRO recommends that the NPDES Permit be re -issued with
incorporation of current DEM Policies until the "Basin Plan" for
this area is scheduled to be in place.
The Permit shall require connection to the available City sewer
within the Permit life.
Signature of Report PrQarer
Water Qualit egional Supervisor
Date . /

V
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J I i- ; 1
DIVISION OF ENVIRONMENTAL MANAGEMENT
October 3, 1991
Memorandum
To: Eric Galamb
From: Susan A. Wilso s
Through: Ruth C. Swanek
Carla Sanderson
Subject: Speculative Limits
Arrowhead Motor Lodge, NC0029351
Alamance County
Currently, Arrowhead Motor Lodge has the following limits:
BODS (mg/1):
13
NH3-N (mg/1):
4
DO (mg/1):
5
TSS (mg/1):
30
Fecal coliform:
1000
pH (SU):
6-9
These limits were required for discharge directly to the UT Haw Creek below I-85. The wasteload
allocation developed in 1989 specified that the permit should require the facility to connect to the
nearest sewer system within 90 days of its availability. Unfortunately, connection to the sewer
system is not economically feasible.
Based on new information that the discharge is actually going to a storm drainage ditch at I-85, the
flow at this discharge point would be regarded as 7Q10 = 0.0 cfs and 30Q2 = 0.0 cfs. Therefore,
upon renewal of this permit the zero flow policy would be initiated. Per current operating
procedures, the following limits would apply upon renewal:
First three vears After three years
BODS (mg/1):
13
BODS (mg/1):
5/10
NH3-N (mg/1):
4
NH3-N (mg/1):
1/1.8
DO (mg/1):
5
DO (mg/1):
6/6
TSS (mg/1):
30
TSS (mg/1):
30/30
Fecal coliform
200
Fecal coliform:
200
pH (SU):
6-9
pH (SU):
6-9
Chlorine (µg/1):
17
Removal of discharge is recommended. An engineering report must be sent within 12 months after
the permit is issued showing no alternative to discharge. The facility would receive their existing
limits for the first three years, and more stringent limits after three years. Because the final
destination of the storm drain is UT Haw Creek, which is classified as WS-III, NSW, the facility
may receive more stringent requirements on nutrient inputs.

Arrowhead Motor Lodge should also be warned that if an effluent pipe is relocated directly to the
UT Haw Creek, the facility would receive limits of 5/1 on any portion of the Creek that has
7Q10 = 0.0 cfs.
cc: Central Files

ATTACHMENT B
Part I
Page I of 1
Permit No. NCO029351
A (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Proposed Limits Upon Renewal
During t it a perib-d— eginnirig"ori the effective datie-61--ttie
Permit and-lasting-unt y
expiration, the permittee
is authorized to discharge
from outfall serial
number(s) 001. Such discharge
shall be limited and monitored by the
permittee
as specified
below.
Effluent Characteristics
Discharge Limitations
Monitoring
Requirements
Units as specified
Measur'ement
Sample
*Sample
Monthly Avg, Weekly Avg.
Frequency*
Type
Location
Flow
0.007 MGD
Weekly Instantaneous I or E
BOD, 5 Day, 20 Degrees C
5.0 mg/l
2/month
Grab
E
Total Suspended Residue
30.0 mg/l
2/month
Grab
E
NH as N
1.0 mg/1
2/month
Grab
E
Diblsolved Oxygen (minimum)
5.0 mg/1
Weekly
Grab
E, D
Fecal Coliform (geometric mean)
200.0/100 ml 400.0/100 ml 2/month
Grab
E, D
Total Residual Chlorine
Daily
Grab
E
Temperature
Weekly
Grab
E, D
Conductivity
Weekly
Grab
D
Total Phosphorus
Quarterly
Grab
E
Total Nitrogen (NO2 + NO3 +TKN)
Quarterly
Grab
E
Sample locations E - Effluent, I - Influent
D - Downstream at the mouth of the tributary.
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.
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STREAM DATA
INSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
Discharger: 4uyqr, 6b
Receiving Stream: C(L�
Upstream Location:
R,c�D r
Permit No. NC, 00.21351
Sub -basin:
Downstream Location: NC Sg Z12B &404,!r
f 2 lr7c�
DATE TFN1P no eamn FECAL COLI. TEMP D.O. GONY FECAL CO
Dec-91
Nov-91
Oct-91
Sep-91
Aug-91
Jul-91
Jun-91
May-91
Apr-91
Mar-91
Feb-91
Jan-91
Dec-9C
Nov-9C
Oct-9C
Sep-9C
Aug-9C
Jul-9C
Jun-9C
May-9C
Apr-9C
Mar-9C
Feb-9C
Jan-9C
Dec-8�
Nov-8�
Oct-8�
Sep-K
Aug-8�
Jul-8f
Jun-8�
May-8E
Apr-8�
Mar-8�
Feb-8�
Jan-8f
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NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOO ,2q3-K/
FACILITY NAME: ttr" A ,,d okr �-o 2 ♦e,
Facility Status: ( PROPOSED
(circle one) _
Permit Status: MODWICAT10N UNPE&bffrrED NEW
(circle one)
MaJor Minor
Pipe No:
Design Capacity (MGD): 0.00
Domestic (% of Flow): l41D
Industrial (% of Flow):
Comments:
RECEIVING STREAM: 0__27 /4a"/
.�� rtotttc�lr
Class: (.Js — NS wow S�b� han�5
Sub -Basin:
0.5 —D6-ate hog
Reference USGS Quad: C a� 56-_ (please attach)
County: d-10► VV\An c 4--
Regional Office: As Fa Me Ra Wa Wi WS
(circle one)
Requested By:- Date: 2A'
i
Prepared By: Sco Date: Y l 49
Reviewed By:
0 Pg E
er m,� Gail l
P
Modeler Date Rec. *� � _ •
SDV IZ Za 88 Sb3Z-
u44 7,99b11 1 mtoo 2
Drainage Area (ml2 0,' Avg. Streamflow (cfs):
7Q10 (cfs) - Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring:
Parameters TeM_�fT�10
DO ,
ca,I GDP
con�uc}�v�i�y
Upstream
Location
100 liel �S`rC4M
el
Downstream
Location
A- 4i-K SR
zl z e dr'�ae
Effluent
Characteristics
Summer
Winter
SODS (mg/0
NHf N (mg/1)
q
D.O. (mg/0
S
TSS (mg/0
30
F. Col. (/100m1)
000
PH (SU)
_
-(�u.u, ace. tx;
sign I;inif� er
�ov�Ja('� D:ve,S�on//
rocclurt tc>('
BxL's':,1 J�Schar(je
fo +reaMS wi�1
10 )0 - o 3
y 0 . 91)'Neut r
e ' ,
I-Vi hi r of
Commen s1�l Kr'",f RecoMn^�n� a. DL/M. ��6,Ae�
d4V� dr lTS uVAt�A�I ���

FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW
Effluent Characteristics Monthly Daily
Average Maximum Comments
Type of Product Produced I Lbs/Day Produced I Effluent Guideline Reference

11
RECEIVED
Request
-------------------- WASTELOAD ALLOCATION APPROVAL FORM
Facility Name:
NPDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
ARROWHEAD MOTOR LODGE
NCO029351
DOMESTIC
EXISTING
UT TO HAW CREEK
WSIII-NSW
030602
ALAMANCE
WINSTON-SALEM
LULA HARRIS
12/28/88
C21SE
APR U'/ 1989
NA,•,_5032
---- N.C. VEU----
Dept. NRCD
Drainage area:
Summer 7010:
Winter 7010:
Average flow:
3002:
MAR 0 5 1989
Winston-Salem
Regional Office
2.000
sq mi
0.00
cfs
0.14
cfs
1.80
cfs
0. 16
cfs
-------------------- RECOMMENDED EFFLUENT LIMITS---------------------------
Wasteflow (mgd): 0.007
BOD5 (mg/1): 13
NH3N (mg/1): 4 Existing Limits
DO (mg/1): 5 p
TSS (mg/1): 30 ';)C-
Fecal coliform (#/100ml): 1000 L'JS
pH ( su) : 6-9 41tol
---------------------------- MONITORING -----------------------------------
Upstream (Y/N): Y Location: 100 FEET UPSTREAM FROM DISCHARGE
Downstream (Y/N): Y Location: AT THE SR 2128 BRIDGE
----------------------------- COMMENTS -------------------------------------
RECOMMEND A PERMIT BE ISSUED UNTIL SEPTEMBER 30, 1992, EXACTLY ONE YEAR
AFTER THEIR CURRENT SOC EXPIRES. FACILITY HAS A LONG HISTORY OF PERMIT
VIOLATIONS, AND IS CURRENTLY DISCHARGING WITH AN EXPIRED PERMIT.
EXISTING LIMITS PER STANDARD DIVISIONAL PROCEDURE FOR EXISTING DISCHARGES
TO STREAMS WITH 7010=0 AND 3002>0.
PERMIT SHOULD REQUIRE THE FACILITY CONNECT TO NEAREST SEWER !:)YSTEM
WITHIN 90 DAYS OF ITS AVAILABILITY.
RECOMMEND INSTREAM MONITORING OF TEMPERATURE, DO, CONDUCTIVITY, AND FECAL
COLIFORM.
Recommended by: ._ Sca t-------- Date:
Reviewed by
(Tech Support Supervisor:
Regional Supervisor: __
Permits & Engineering: ___
1 Date :
=�---- ----------- Date .
_----------- Date
MAY 03 1989
RETURN TO TECHNICAL SERVICES BY:
-------------------
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- "-rrLUENT LIMITS -----------------------
L
St�Gp T% Existing Limits
GII( 4�' � ��
Fe JOL i Po.&\,X
Zo
t,-�-) 1I TOR I NG -----------------
Up dc..��f" UPD�� �„�.on: 100 FEET UPSTREAM FROM DISCHARGE
Downstream (Y/N): Y Location: AT THE SR 2128 BRIDGE
------------------- --------- COMMENTS -----------------------------------
FACILITY HAS A LONG HISTORY OF PERMIT VIOLATIONS, AND IS CURRENTLY
DISCHARGING(4ITHOUT A VALID PERMIT EXISTING LIMITS APPROVED PER STANDARD
DIVISIONAL PROCEDURE FOR EXISTING DISCHARGES WITH 7Q10=0 AND POSITIVE 30Q2
RECOMMEND INSTREAM MONITORING OF TEMPERATURE, DO, CONDCTIVITY, AND FECAL
COLIFORM WEEDKLY IN THE SUMMER (APRIL-OCTOBER) AND MONTHLY IN THE WINTER
(NOVEMBER-MARCH) . Ste zxzcw ,
Recommended by: ... CODate:
Reviewed by
c�' Date:
_
'�° Tech Support Supervisor.
Regional Supervisor: -____---_____ Date:
Permits & Engineering: Date:
RETURN TO TECHNICAL SERVICES BY:

DIVISION OF ENVIRONMENTAL MANAGEMENT
January 19, 198R
MEMORANDUM
TO: Jessica Howell
FROM: Mike Scoville 01D5
THRU: David Vog t
Trevor Clements
SUBJECT: Arrowhead Motor Lodge
�
NPDES No. NCO029351,
Alamance L
As part of the evaluation of the WLA request for renewal of the Arrow-
head Motor Lodge NPDES permit, I have reviewed the facility's effluent and
instream monitoring data. The effluent data show frequent violations of the
facility's BOD5 limit; sixteen of the last seventeen BOD5 monthly averages
have been non -compliant. The facility's NH3-N limit is also frequently
violated. In fact, NPDES permit No. NCO029351 expired November 30, 1988.
Compliance with NPDES limitations is especially important since the
receiving stream, a UT to Haw Creek, has been reported as being a dry ditch
for the past 34 months. Even if the creek is dry upstream of the discharge
the facility should monitor the downstream site, and failure to do so is in
violation of their NPDES permit requirements.
I understand that you are currently in the process of drafting an SOC
for this facility. Given the poor performance record of this facility, per-
haps a JOC would be more appropriate.
If you have any questions regarding this matter, please contact me at
[phone], ext. 509.
cc: Steve Mauney
Steve Reid ��a� ��A -<k
WLA File
Central Files
�eSS� A CC

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INSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
Discharger: Atwe,� 1` 04,3i l o�►t Permit No. : NC00 2 1351
Receiving Stream: UT to f-(a ct-1 k Sub -basin: 03o(,0
Upstream Location: Downstream Location
Upstream Downstream
=DATE TEMP D.O. BOD5 COND. TEMP D.O. BOD5 COND
,.EC-88
NOV- 8 8
:EP—ss
AUG-88
jTTT -ss
:'UN-88
MAY-88
APR-88
"A_7"R-88
.`EB-88
JAN-88
D'C-87
is C}'. — 8 7
`:'-87
EP-87
A-,T: —87
ALL-87
JUNT-87
MAY -87
AL R-87
APR- 8 7
FEB-87
Jr",N-87
DEC-86
NOV-86
0CT-86
SEP-86
PUG-86
JUL-86
I UN-86
MAY-86
PnR-86
M %R-86
FEB-86
JAN-86
DEC-85
�dOV-85
OC T - 8 5
SEP-85
AUG- 85
JUL-85
JUN-85
MAY-85
APR-85
MAR-85
FEB-85
JAN-85

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF ALAMANCE
IN THE MATTER OF )
NORTH CAROLINA )
NPDES PERMIT )
NO. NCO029351 )
HELD BY ARROWHEAD )
MOTOR LODGE )
SPECIAL ORDER BY CONSENT
EMC WQ NO. 88-59
Pursuant to provisions of North Carolina General Statutes
143-215.2, this Special Order by Consent is made and entered into
by Arrowhead Motor Lodge, hereafter referred to as Arrowhead, and
the North Carolina Environmental Management Commission, an agency
of the State of North Carolina created by NCGS 143B-282, and
hereafter referred to as the Commission:
1. Arrowhead and the Commission hereby stipulate the following:
(a) That Arrowhead holds North Carolina NPDES Permit No.
NCO029351 for making an outlet to an unnamed tributary to
Haw Creek, Class "WS-III" waters of this State as required
pursuant to 143-215.1a.
(b) That Arrowhead is unable to comply with the final
effluent limitations for BOD and NH3-N found in Part I.A. of
the Permit without construction and proper operation of
additional wastewater treatment facilities;
(c) That noncompliance with the conditions of the Permit
identified in 1(b) above constitutes causing/contributing to
pollution of waters of this State named above; .
(d) That Arrowhead is within the jurisdiction of the
Commission as set forth in Chapter 143, Article 21 of the
North Carolina General Statutes;
(e) That Arrowhead hereby waives its right to an
administrative hearing authorized by G.S. 143-215.2 on
the terms of this Special Order by Consent and also hereby
waives its rights to seek judicial review of this Special
Order by Consent as provided in G.S. 143-215.5.

2. Arrowhead, desiring to comply with conditions of the permit
identified in paragraph l(a) above, does hereby agree to do and
• perform all of the following:
(a) Meet and comply with all terms and conditions of the
permit except those effluent limitations identified in
paragraph l(b) above. See Attachment A for monitoring
requirements and effluent limitations. The permittee may
also be required to monitor for other parameters as deemed
necessary by the Director in future permits or
Administrative letters.
(b) Upon execution of this Order, undertake the following
activities in accordance with the indicated time schedule:
1. Submit report detailing results of study of wastewater
treatment or disposal alternatives and course of
action by December 31, 1989;
2. Begin construction by September 30, 1990, or sooner if
city sewer becomes available;
3. Submit progress report by December 31, 1990;
4. Complete construction by June 30, 1991, or, if city
sewer is available before this date, within 180 days
of sewer line availability;
5. Achieve compliance with final permit limits or cease
discharge by September 30, 1991.
(c) During the time in which this Special Order by Consent
is effective, comply with the interim effluent limitations
contained in Attachment A. The following reflects only the
limitations that have been modified from NPDES requirements
by this Order.
Effluent Monthly Weekly
Characteristics Units Average Average
BOD
NH3-N
mg/1 30.0 45.0
mg/1 no limit
(d) No later than 14 calendar days after any date or time
identified for accomplishment of any activity listed in 2(b)
above, submit to the Division Director and the Regional
Office written notice of compliance or noncompliance
therewith. In the case of noncompliance, the notice shall
include a statement of the reason(s) for noncompliance,
remedial action(s) taken, and a statement identifying the
extent to which subsequent dates or times for accomplishment
of listed activities may be affected.
3. Any violation of terms of this Special Order by Consent,
including paragraph 2(c) above, subjects Arrowhead to the
enforcement authority of the Commission and of the Director
pursuant to NCGS 143-215.6 and Commission rules in 15 NCAC 2J.

4. This Special Order by Consent and any terms, conditions and
interim effluent limitations contained herein, hereby supersede
any and all previous Special Order and Enforcement Compliance
Schedule Letters, and terms, conditions, and limitations
contained therein issued in connection with NPDES Permit No.
NC0029351.
5. This Special Order by Consent shall expire on September 30,
1991.
Date
Arrowhead Motor Lodge
BY:
G.B. Patel, Owner
NORTH CARD NA ENVIRONM TAL MANAGEMENT COMMISSION
BY:
��
Chairman of the Commission
Date
Entered into this the day of 1989.

ATTACHMENT A:
A. (1)• EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the SOC and lasting until September 30, 1991,
the permittee is authorized to discharge from outfall(s) serial number(s)001.
Such discharges shall be limited and monitored by the permittee as specified below:
fluent Characteristics Discharge Limitations
Kg/day (lbs/day) Other -Units (Specify)
Monthly Av . Weekly Avg. Mont y vg. ee Iy vg.
Flow 0.007 MGD .
13UD, 5Day, 200C: 30 mg/l 45 mg/l
N113 as N
30 mg/1 45 mg/1
'CSS
Fecal Co1.iCorm (geometric mean) 1000/100ml 2000/100ml
5.0 mg/1 5.0 mg/1
Dissolved Oxygen (minimum)
COD
'Total Residue
'Temperature
Settleable Matter
i 1 Cl lc rive
Monitoring Requirements
Measurement
Sample.. ***
Sample
e ency
Type
Location
Daily
Instantaneous
I or E.,—)
Monthly
Composite
I,E,U,D.
Quarterly
Composite
I,E
Quarterly
Composite
I,E
Monthly
Grab
E,U,D
Daily
Grab
E,U,D
Monthly
Composite
E,U,D
Quarterly
Composite
I,E
Daily
Grab
E,U,D
Daily
Grab
E
Daily
Grab
E .
KeSIG ua I >
*Daily stream sampling frequency may be reduced at: each sampling station to one time per week except during the months of
.June, .July, August, & September when the frequency must- be no less than three times per week at each station.
**All stream samples shall be grab samples.
***I=TnEI.j.ient, E=l [rj.uent, U=Upstream, D=Downstream
z-vvv,
c� rD na
O 3 (D rt;•
standard units and
The pH shall not be less than 6.0 standard units nor greater than 9.0
w
shall be monitored montl,l.y aL 'L,I;,U,D by grab samples. L'
~OO,;: i
There shall be no discharge of floating solids or visible foam in other than trace amounts.
kY
?tl

J
State of North Carolina
Department of Natural Resources and Community Development
Winston-Salem Regional Office
James G. Martin, Governor S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
July 6, 1988
Mr. Dennis J. Hodge
City of Mebane
106 E. Washington Street
Mebane, NC 27302
Subject: Response to Compliance Evaluation
Inspection, Arrowhead Motor Lodge
NPDES Permit No. NCO029351
Alamance County
Dear Mr. Hodge:
This letter is to acknowledge your subject
correspondence dated June 29, 1988. It is rare for a sand
filter system to take 9 months to recover from a septic tank
upset or a shock load, however. Data from April, 1987,
indicates that this.system cannot consistently meet a
biochemical oxygen demand (BOD) limit of 13 mg/l without
some modifications. It is possible that a complete
replacement of sand and gravel in the sand filter would
improve treatment so that permit limits could be achieved.
If septic tank malfunctions have been ruled out, the only
other alternatives would be to install a different
treatment system or eliminate the discharge.
,
If you have any questions please call Jessica
or me at [phone].
MSM/JMH/pyp
cc: WSRO
Central Files
JMH
Howel`ns.lz�"Z-
Sincerel
Steven Maune
M. y
Water Quality Supervisor
8025 North Point Boulevard, Suite 100, Winston-Salem, N.C. 271(X*3295 • Telephone [phone]?I
An Equal Opportunity Affirmative Action Employer

June 29, 1988
Mr. Steven Mauney
Water Quality Supervisor
N. C. Dept. of NRCD-DEM
8025 North Point Blvd. Suite 100
Winston-Salem, N. C. 27106-3295
SUBJECT: Violation NPDES Permit NC 0029351
Dear Mr. Mauney:
RFCF'VcD
N-C. c NR CD
Environr:en;c!
Winston-Sa! ; f; Ofrc2
Mr. Patel is aware of the nature of his violations
and is working to solve them. He has adjusted the flow to
try to maintain a more even distribution accross his
sand bed. He is trying to replenish the sand in his beds.
His samples of May and June still show BOD and NH3N
violations. As stated in the compliance report the
system was shocked with a drain cleaner or some other
chemical. We think it may be recovering.
In the meantime if your office could lend any assistance
in this matter it would be greatly appreciated.
e
CC: Gaman Patel
•

0"&X_fp�
State of North Carolina
Department of Natural Resources and Community Development
Winston-Salem Regional Office
James G. Martin, Governor S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
May 31, 1988
Mr. G.B. Patel
Arrowhead Motor Lodge
I-85 and Mebane Oaks Road
Mebane, NC 27302
Dear Mr. Patel:
SUBJECT: COMPLIANCE EVALUATION INSPECTION
ARROWHEAD MOTOR LODGE WASTEWATER TREATMENT SYSTEM
ALAMANCE COUNTY
Enclosed is the subject inspection report completed by
Jessica Howells, an Environmental Technician with our
office. As indicated in the report, a review of monitoring
data from your facility found that NPDES permit monthly
average effluent limits had been violated 10 times for
biochemical oxygen demand (BOD) and 3 times for ammonia as
nitrogen (NH 3-N) during the year -long period reviewed.
You must submit a written response to the Winston-Salem
Regional Office by June 30, 1988, detailing the steps you
are taking to comply with your permit. You are reminded
that, until compliance with your permit is achieved and
maintained, you are subject to enforcement action pursuant
to North Carolina General Statute 143-215, et. al.
If you have any questions, please contact Ms. Howells
or me at [phone].
Sincerely,
M. Steven Mauney&
Water Quality Supervisor
MSM/JMH/pyp
cc: Dan Ahern
Alamance County Health Dept.
Central Files through Bob DeWeese
WSRO
JMH
8025 North Point Boulevard, Suite 100, Winston -Salt,.. N.C. 27106-3295 • Telephone [phone] ,
An Equal Opportunity Affirmative Action Employer

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State of North Carolina
Department of Natural Resources and Community Development
Winston-Salem Regional Office
James G. Martin, Governor S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
August 3, 1987
Mr. G.B. Patel
Arrowhead Motor Lodge
I-85 and Mebane Oaks Road
Mebane, NC 27302 °'� C
Dear Mr. Patel:
SUBJECT: COMPLIANCE EVALUATION INSPECTION,
ARROWHEAD MOTOZ LODGE, WASTEWATER
TREAT;NIENT—SYSTEM, NPDES PERMIT NO.
NC0029351, ALAMANCE COUNTY
Enclosed is the subject inspection report completed by
Jessica Howells, an Environmental Technician with our
office. Some problems were noted during the on -site
inspection and the subsequent file review. These problems
were as follows:
1) there were a number of weeds in the sand bed.
This would contribute to short-circuiting and
would decrease the effectiveness of treatment if
not corrected;
2) there was no chlorine contact chamber after your
chlorinator and prior to the discharge point. A
contact chamber is necessary so there is enough
time for the chlorine to adequately kill bacteria
and other pathogens prior to discharge;
3) there were violations of the monthly avrLrge
effluent biochemical oxygen demand (BOD) permit
limit in April, 1987 and May, 1987. It was noted
that the pH was lower these 2 months than had been
previously reported. Some process control testing
should be performed so that the source of the
problem can be determined. If the pH of the
septic tank is too low, treatment may be improved
by adding lime. However, the problem may be with
your sand filter, which would be more costly to
correct.
8025 North Point Boulevard, Suite 100, Winston-Salem, N.C. 27106-3295 • Telephone [phone]
An Equal Opportunity Affirmative Action Emplover

Mr. G.B. Patel
Page 2
August 3, 1987
After reviewing your monitoring data, I would also
suggest that you have samples taken and analyzed early in
the month so that, if an analysis goes wrong or is high, you
can resample later in the month. In January, 1987 too much
sample was used in the BOD analysis, depleting all the
dissolved oxygen and using up the sample. However, it was
too late in the month to resample. This situation would be
avoided by sampling earlier.
You must submit a written response to the Winston-Salem
Regional Office by August 31, 1987, detailing the steps you
are taking to comply with your NPDES permit. You are
reminded that, until compliance is achieved and maintained,
you are subject to enforcement action pursuant to North
Carolina General Statute 143.215, et al.
If you have any questions please contact Ms. Howells or
me at [phone].
Sincerely,
/--j�
41
M. Steven Mauney
Water Quality Supervisor
MSM/JMH/pyp
Enclosure
cc: Gil Wallace, EPA
Alamance County Health Department
Central Files (through Bob DeWeese)
WSRO
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State of North Carolina
Department of Natural Resources and Community Development
Winston-Salem Regional Office
.James G. Martin, Governor DIVISION OF ENVIRONMENTAL MANAGEMENT S. Thomas Rhodes, Secretary
August 29, 1986
Mr. Gaman B. Patel
Arrowhead Motor Lodge
I-85 and Mebane Oaks Road
Mebane, North Carolina 27302
Dear Mr. Patel:
SUBJECT: COMPLIANCE EVALUATION INSPECTION,
ARROWHEAD MOTOR LODGE WASTEWATER
TREATMENT FACILITY, NPDES PERMIT
NUMBER NC0029351, ALAMANCE COUNTY
Enclosed is the subject inspection report performed by Jessica Howells,
an Environmental Technician with our Office. This inspection consists of a
site evaluation and a file review. Problems noted were as follows:
1. The distribution box at the sand filter was leaking. This should
be repaired to eliminate excessive wastewater loading in the area
-next to the box.
2. Some joints of the distribution line were cracked and should be
replaced. Distribution lines should be straightened to improve
wastewater distribution over the sand bed. Adding concrete to some
of the junctions of clay joints might improve distribution.
3. Flow and fecal coliform are not being monitored and reported as specified
in your NPDES Permit. Flow can be determined by the diameter of the
dosing siphon; this indicates the rate of discharge during one dosing
event. Fecal col i form levels must be monitored regardless of
chlorination has been added. However, chlorination is necessary�o'
meet the l i mi tai ons set in your permit-. -- -- /�
t"� Sip
You are requested to submit a written response to the Winsto �aler+��}p
Regional Office by September 24, 1986 detailing when compliance w yf. #}
permit will be achl eved. You are reminded that until compliance w
y
8025 North Point 1ioulcvard, Suite 100, Winston-Salcm, N.C. 2710(}3295 • le'lephone 919-761-D4;1
An Equal Opportunity Affirmative Action Employer

I
Mr. Gamen B. Patel
Page Two
August 29, 1986
all aspects of your NPDES permit is achieved and maintained you are subject
to Enforcement Action pursuant to North Carolina General Statute 143-215. et al.
Should you have any questions please contact Ms. Howells or myself at
[phone].
Sincerely,
M. Steven Mauney �f
Water Quality Supervisor
MSM/JMH/cm
cc: Gil Wallace, EPA
Alamance County Health Dept.
Central Files (through Bob Deweese) ✓
Dennis Hodge
WSRO

i lnrih .,tn — -nz..nn •nie. 'rotnct.on
d'�y Weehrnpron. O. C 20460
N PDES Compliance Inspection Report
P P P
I nr m Appr
OMH No ;xpiie 7 3
Approval F.xpnes ;�31.8`,--4
` �
Section A: National Data System Codinp
T(ansaction Code NPnDIES /yrI/,mloo/dlayy Inspection Type Inspector Inc Type
, 91,>5] 2Qo
Remarks
Reserved Facility Evaluation Rating BI QA ----------------- Reserved --------- ------
67j_� 69 7C 1 71[/ 72 /I/ 73 ; 7a 7-4 _� 80-
Section B: Facility Data
Name and Location of Facility Inspected
�r//rowlQQt�//d /��fpo�aT Zo E �0cvl�d oar /��A,//�N���E��
Entry Time M
❑ AM lL1! PM
Permit Effective Date
Expiration Date
QA� � /`U • C�R1007) q�7 CXE j,,, s��A ,V O/' /"6-6A^l-,
Exit Time/Date
Permit
3
ame(s) of On -Site epre entative(s)
/ltr. l��fvN%s Ad(�E
Title(s)
Phone No(s)
Name, Address of Responsible Official
Title
Phone No,
—
Contacted
❑
7
5 -
Yes21 Nc
Section C: Areas Evaluated During Inspection
IS = Satisfactory, M = Marginal, U = Unsatisfactory, N = Not Evaluated)
Permit
Records/Reports
Facility Site Review
Flow Measurement
Laboratory
Effluent/Receiving Waters
Pretreatment A I Operations & Mamtenance
Compliance Schedules Sludge Disposal
Self -Monitoring Program Other:
Section D: Summary of Findings/Comments (Attach additional sheets if necessary)
GJA.�Sl�CJ JS�/ Gc1�
/
Er f �C,En�/ C71• �`t � Pic£ Cf rtF /N�,EC%�d�t/ F S�N� L� SAS
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/I' Nl7%7ff�n 1A -i5 �Cc /tv9Ti��U SEP__,
— -- I. ter..+_ �QJ
_
t.
Names) and Signature(s) of Inspector(s)
Agency/Office/Telephone
4j,
Signature of Reviewer
Agency/Office
Date
I Regulatory Office Use Only
_
Action Taken
Cate
Compliance Status
❑
Noncomplranr-
❑
Compliance.

d
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Thy. Wier
3", 4r 5", 6" Standard I)csi};rl SHigle Scwap SI})}ions
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Reducer, discharge pipe, and
back vent and overflow, are
not furnished or sold by P.F.T.
Co. Vitrified the pipe and fit-
tings are generally used for
this purpose.
Approximate Dimensions in Inches and Average Weights in Pounds
Diameter of Siphon ...................... A 3 4 5 6
Drawing Depth .......... . ..... . ......... D 13 17 23 30
Diameter of Discharge Head .............. C 4 4 6 8 - r
Diameter of Bell ......................... B 10 12 15 19 r,� I017��
Invert Below Floor ...................... E 41/4 Si! 7'h 10 gr 'k f�
Depth of Trap ........................... F 13 14?.a 23 301�4 -°� t
Width of Trap ........................... G 8?is 11 14 16< ct
Height Above Floor ...................... . H _ .7./4 11'/41 91/2 f1= -3936 -
Invert to Discharge _ D+E+K.......... J 2011i 25l/2 33�_2 444d i �t
Bottom of Bell tu Floor .............. ..i K 3 3 3 4
Center of Trap to End of Discharge Ell... L 8',/a 113/4 15'/2 17
Diameter of Carrier ...................... S 4 4-6 6-8 8-10 r i
Average Discharge Rate G.P.M ........... .... 72 165 328 474 c,� It's'
Maximum Discharge Rate G.P.M.......... 96 227 422 604 C_� .
Minimum Discharge Rate G.P.h1.......... .... 48 102 234 340 -
Pp F Cr4��'
Shi tn� Weight ir. Pounds ............... 60 150 210 300 Detail Drawing i-F............. 373 374.2 1 375 376
Note; —Two single Siphons of this type set side by side in the same tank, will alternate. See P,ullctin = 125A for descrip-
tion of operation. The draft "L)" will be 11" to 2" less in this case. Siphon., listed here arc ca:ricd in stock by us
and can shipped promptly on receipt of order.
c

State of North Carolina
Department of Natural Resources and Community Development
Winston-Salem Regional Office
James G. Martin, Governor S. Thomas Rhodes, Secretary
June 26, 1985
Mr. Gaman B. Patel
Arrowhead Motor Lodge
Mebane Oaks Road
Mebane, North Carolina 27302
JJ19851 G
Dear Mr. Patel:
SUBJECT: COMPLIANCE EVALUATION ANALYSIS,
ARROWHEAD MOTOR LODGE, �� �i'
P.
NPDES PERMIT NO. NCO029351,
ALAMANCE COUNTY 4}�'
Enclosed is the subject inspection report performed by Jessica. Howells,
a Chemical Analyst with the Winston-Salem Regional Office. This inspection
consists of an on -site evaluation and a file review. Please.note the comments
on the report form for recommendations concerning your treatment system.
When reviewing the file for your facility, violations of your NPDES
permit requirements were noted. Monitoring reports were reviewed for the
period of August, 1984 through April, 1985. Flow and fecal coliform data
were not reported in monitoring reports reviewed. According to your NPDES
permit, flow must be monitored dialy and fecal coliform must be monitored
monthly. In addition, biochemical oxygen demand (BOD) data was not reported
in the August, 1984; September, 1984; nor March, 1985 reports. This para-
meter must be monitored monthly. Dissolved Oxygen (D.O.) and temperature
were monitored only weekly or monthly during the period reviewed. These
parameters must be monitored daily as specified in your NPDES permit.
While it is understood that this system does not disobivxge d_aiLy�nd that
it primarily only discharges on weekends, efforts should be made to comply
with the monitoring requirements specified in your permit. If the days
on which there is no discharge are indicated on your monitoring reports,
Division of EVvironmental Management Staff would be able to determine your
compliance status more accurately.
8003 North Point Boulevard, Winston-Salem, N.C. 27106-3295 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

r
Mr. Gamen B. Patel
Page Two
June 26, 1985
You are requested to submit a written response to the Winston-Salem
Regional Office by July 26, 1985, detailing the steps you are taking to
comply with your NPDES permit requirements. You are reminded that until
compliance with your NPDES permit is achieved, you are subject to enforcement
action pursuant to North Carolina General Statute 143-215. et al.
Should 'you have any questions please contact Ms. Howells or myself
at 919/761-2351.
Sincerely,
M. Steven Mauney
Regional Engineer
n�
MSM/ JMH/ cm
cc: Mr. Gil Wallace, EPA
Mr. Dennis Hodge
Alamance County Health Dept. +. •., y;'.a ` 4
Central Files (through Bob Deweese) i 'V'
WSRO

~ '
NPDES WASTE LO D A LOCATIONAaeow ftwob A /JIM."
I U - OE;
Date:
Facility Name:
Existing
Permit No.:44400 " S ari Pipe No.: 0 ®
/
County:
Proposed
Cf 007,
Design Capacity
(MGD): Industrial (% of Flow):
Domestic (% of Flow):
"T R A W 00se K Class:Sub-Basin: o**#C
nips
Receiving
Stream:
Reference
USGS
Quad: C Z� SE (Please attach) Requestor:J AVAr
A bAK 164j
Regional Office
�I (Guideline limitations, if applicable, are to be listed on thE. back of this farm.)
Design Temp. • �C' Drainage Area: �. (D VAA Avg. Streamflow:
7Q10: C Winter 7Q10: 30Q2:
W ,I
Location of D.O.minimum (miles below outfall) : i.L• +� ✓� Slope:
Velocity (fps): • Kl (base e, per day, 200C): K2 (base e, per day, 200C):
a
I-
Effluent
Characteristics
Monthly
Average
Comments
00,7
13
n
,e/
Effluent Monthly
Characteristics Average Comments
Original Allocation a
Revised Allocation Date(s) of Revision(s)
(Please attach previous allocation)
JJ r
Prepared By: Reviewed By: � Date:�y
U

'Form #001
WASTE LOAD ALLOCATION APPROVAL FORM
#166
Facility Name: Arrowhead Motor Lodge
County: Alamance Sub -basin: - 3
Regional Office: Winston Salem Requestor: Dave Adkins
Type of Wastewater: Industrial
Domestic 100
If industrial, specify type(s) of industry:
Receiving stream: UT Haw Creek Class: A -II
Other stream(s) affected: Class,
7Q10 flow at point of discharge: 0.01 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point: 1.6 m2
Recommended Effluent Limitations
Monthly Avg.
BOD5 = 13 mg/1
NH3-N = 4 mg/1
DO = 5.0 mg/1
TSS = 30 mg/l
Fecal Coli = 1000/100 ml
pH = 6-9 (SU)
Qw = 0.007 MGD
This allocation is: / / for a proposed facility
for a new (existing) facility
/X / a revision of existing limitations - new Qw
/ / a confirmation of existing limitations
Recommended and reviewed by:
Head, Techncial Services Branch
Reviewed by:
Regional Supery
Permits Manager
Approved by:
Division Direct
N. C. DEPT. OF NATURAL
& ECONOMIC RESOUF�-'-
Date:
Date:
Date:Z
Date: Z / �1
Date
JAN 2`, inR?
NORTH FIFDMON
FIELD ...E

NPDES WASTE LOAD ALLOCATION
ROL9in Reverse ide
TIT- � 1i. W i-t C AD I wA A&M I��J4 �, T` Date: 2 " 13 — 1980 ,1
o
Sub -basin: 3 - 0 -CAM Drainage Area:
I (Yl
7QlO:
p (� .
Other Stream Affected:
Class:
Limits (circle one): Efflu*nt or Water Quarry
Avg. Stream Flow.LS
c DO Sag Pt.
g
mi.
( )
r,ecal Coliform
I 1 f
--
i •
_-__lisolved
Oxygen
Prepared by: MWAV
IS -3/78

For Industrial Dischargers List BPT Below
1
Characteristics
• - -.
- - _-
_ 1.._
y-.tea a
■■ p u
Fecal Coliform.
Industrial SIC Code:
Effluent Guideline Reference:
Type of Waste:
Routing
To Initial
Information Services
Q Modeling and Alloc.
Regional Office
W
W
CU
C
LU
M Q
LU
LL. cc
IF

LOCATION FORM
Facility Name:
-m,' ;
Counts : \� Q CW1�t�C-k Permit "Too:
Prepared by: .ii. Date: ��-1�i'`t�0 C-1`E
Community Name: l ,kSa ti�`�y�C- C �� 201 Planning Area Code:
River Basin Code: %%3 6 3 ob0 Sub —basin Code: -D �0 0 Mini —basin Code:
Facility SIC Code: / 0
Latitude of Primary Discharge Pipe: Degrees:
Longitude of Primary Discharge Pipe: Degrees:
3- (e Minutes:
Minutes:
0_�-Seconds:
l ± Seconds:

h' �Z
,
cz,
LZ
C!7 s,
E-15),
ZSI IQ
,4
hL� I'$9bO'2°
�49 =fill.,
_ol�L �
Zwfi i =Ua�
,-Wq •) 17-7
M � _ }til bar 1215� 11 3 uc J PlVa JC J J 1 l :.
o�jZ►It -

P"�too,o o
Q,S
% ►0,o - %,wo — pa*c)
-�) ,v# = Z,�
' 10'O-fi10'9
ev
Iboo 'o
= r
�' 010
=t��
I'o
/S I o
= �
t-42-5
-
Ci -k
-
s�

o
DATE:
DATE ALLOCATION NEEDED: A;Sr�P
MEMORANDUM
TO: Mike McGhee
Technical Services BranWATscA
h
FROM: JA�'l�S C • (WPF'g:�)
SUBJECT: Effluent Limits for NPDES Permit
SUB -BASIN:
RECEIVING STREAM: (/N/A/f1ME0 -rRj 3V,%ey TD yAK/ 9&19!t7
7Q10 FLOW: _ ApP�yJC�iyATLr
LOCATION OF DISCHARGE: EASE SSEz MA/oS �7rx►Gfr6:o
DESIGN CAPACITY: z
0. 2- k.,&
MAXIMUM MONTHLY MEAN EFFLUENT LIMITS: 7/`D
PARAMETER LIMITS r
UOD 4S2j�jlt_
BOD5 j — i7,,V a
TSS i
FECAL COLIFORM
PH 6- 9.,7 S114.
TEMPERATURE _ y 601AS* r-
D.O. �.o221i
REMARKS: /
PIQ fid�e — f �i IS ►v�S �� �oad a ��Je�,��
SEE HAR AmcmpO. d"e, prec--eAAN".
G+ ► s 8 � tic S � 0t

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: & 001W-d ., �,,d /2e5 ••�►iT
�a Areawide (208) Planning Area:
Y
r Facilities (201) Planning Area:
d, 0.021 _ �, 05'
IS
K I.s. �.55 t " •4(,)(.833) _ (0.23
I • z$
Kz : .14 (. S)( 33)(.1I?) _ 14. 53
sv ,
3 3
Soo
400
300
200
ed
E
O 60
m SO
c 40
30
20
A. RECEIVING STREAM u T #19'j
Greek
Classification: A -1-r
7/10 Flow (Qs): 0. D
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
3
Stream Velocity (fps)
o• S �sf
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
6 2 00
Drainage Area (sq. mi.)
o . 2 _
7/10 Yield (cfsm)
0.0
Design Temperature (oC)
as-
Groundwater Runoff (cfs/mi)
o.a
Deoxygenation Rate (Kl Base e)
2
Reaeration Rate (K2 Base e)
—
Min. Daily Avg. D.O. (mg/l
5
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
_ 0,01
BODS (mg/1)
Ammonia .Nitrogen (mg/1)
7
Dissolved Oxygen (mg/1)
Total Suspended Solids (mg/1)
30
Fecal Coliform (il/100 ml)
o a
pH (S.U.)
L.- S
u0D_ �S
D. COMMENTS
b0 1.0 -,
,u .OZ tVS
CJ Design Flow (m d)
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGI F RST PDATE PAGE I I I - d
SECOND UPDATE THIRD UPDATE
i,•I11L. -Ind I cPFo3- JU_