HomeMy WebLinkAboutNC0071463_Permit Issuance_19940812State 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
ALT.WMA
IT
�EHNR
August 12, 1994
Mr. Dick Sullivan
2801 Rock Road
Granite City, IL 62040
Subject: Permit No. NC0071463
Petroleum Fuel and Terminal Co.
Guilford County
Dear Mr. Sullivan:
In accordance with your application for discharge permit received on February 24, 1994,
we are forwarding herewith the subject state - 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 H, 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 Mr. Jay Lucas at
telephone number 9191733-5083.
Sincerely,
Original Signed By
David A. GoWrich
A. Preston oward, Jr.
cc: Mr. Jim Patrick, EPA
Winston-Salem Regional Office
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
Permit No. NC0071463
f
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
TO DISCHARGE WASTEWATER UNDER THE
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,
Petroleum Fuel and Terminal Company
is hereby authorized to discharge wastewater from a facility located at
Petroleum Fuel and Terminal Company
6900 West Market Street
Greensboro
Guilford County
to receiving waters designated as an unnamed tributary to Horsepen Creek in the Cape Fear River
Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective September 1, 1994
This permit and the authorization to discharge shall expire at midnight on January 31, 1996
Signed this day August 1291994
Original Signed By
na,Aei A Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit No. NC0071463
SUPPLEMENT TO PERMIT COVER SHEET
Petroleum Fuel and Terminal Company
is hereby authorized to:
1. Continue to discharge from a bulk fuel storage facility located at Petroleum Fuel and Terminal
Company, 6900 West Market Street, Greensboro, Guilford 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 Horsepen Creek which is classified Class WS-III NSW waters in the Cape
Fear River Basin.
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A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL
Permit No. NCO071463
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall
serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent CharactertslIcs
Flow*"
Oil and Grease
Total Suspended Residue
Turbidity
Acute Toxicity""*"
Phenols
Toluene
Benzene
Xylene
Ethylbenzene
Methyl Tert Butyl Ether
Lead
Discharge Limitations
Monitoring
Requirements
Lbs day Units isi2e�cify
Measurement
Sample
'$am Ike
Mon. -Mg. Daily Max Mon, Ay wily Max
Frequency
TYR
LQctiop
Weekly
Instantaneous
E
45.0 mg/I
2/Month
Grab
E
45.0 mg/I
2/Month
Grab
E
•**
2/Month
Grab
E
'•*•`
Grab
E
0.001
2/Month
Grab
E
••***
Grab
E
*•'**
Grab
E
Grab
E
"***
Grab
E
' *"*
Grab
E
••'•*
Grab
E
* Sample Locations: E - Effluent
Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s): the nearest accessible
point after final treatment but prior to actual discharge to or mixing with the receiving waters.
** All volumes of wastewater leaving the facility shall be monitored. If continuous flow monitoring is not feasible, then the discharger shall
record the approximate time that discharge began and ended, along with the instantaneous flow at the time of effluent sampling.
*** The discharge shall not cause the turbidity of the receiving water to exceed 50 NTU. If the turbidity exceeds these levels due to natural
background conditions, the discharge level cannot cause any increase in the turbidity in the receiving water.
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0071463
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall -
serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
* ** * Acute Toxicity (Fathead 24 hour) Monitoring, Episodic, See Part III, Condition E.
* * * * * Monitoring shall be conducted during the first five discrete discharge events after resumption of operations, and then on an
annual basis thereafter, with the annual period beginning January of the next calendar year.
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.
Part III Permit No. NCO071463
E. ACUTE TOXICITY MONITORING (MONTHLY)
The permittee shall conduct five (5) acute toxicity tests using protocols defined as definitive in
E.P.A. Document 600/4-85/013 entitled "The Acute Toxicity of Effluents to Freshwater and
Marine Organisms." The monitoring shall be performed as a Fathead Minnow (Pimephales
promelas) 24 hour static test, using effluent collected as a single grab sample. Effluent samples
for self -monitoring purposes must be obtained during representative effluent discharge below all
waste treatment. Sampling and subsequent testing will occur during the first five (5) discrete
discharge events after the effective date of the permit. After monitoring of the first five toxicity
tests, the permittee will conduct one test annually, with the annual period beginning in January of
the next calendar year. The annual test requirement must be performed and reported by June 30.
If no discharge occurs by June 30, notification will be made to the Division by this date. Toxicity
testing will be performed on the next discharge event for the annual test requirement
The parameter code for this test is TAE6C. All toxicity testing results required as part of this
permit condition will be entered on the Effluent Discharge Form (MR-1) for the month in which it
was performed, using the appropriate parameter code. Additionally, DEM Form AT-1(original) is
to be sent to the following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any test data from either these monitoring requirements or tests performed by the North
Carolina Division of Environmental Management indicate potential impacts to the receiving stream,
this permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test.
Failure to submit suitable test results will constitute noncompliance with monitoring requirements.
F. Toxicity Reopener Condition
This permit shall be modified, or revoked and reissued to incorporate toxicity limitations and
monitoring requirements in the event toxicity testing or other studies conducted on the effluent or
receiving stream indicate that detrimental effects may be expected in the receiving stream as a result
of this discharge.
G. Detection Levels
Monitoring of petrochemical constituents and metals should be done using an EPA approved
method to a detection level of 1 µg/l.
H. Before Initiating Operations
Before the facility may be placed back into operation, the permittee must obtain the authorization to
P '
s. construct a. treatment system and place it into operation. A Spill Control and Control and
Countermeasures Plan and a Stormwater Pollution Prevention Plan must accompany the request
for authorization to construct.
NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO071463
pERMITTEE NAME: Petroleum Fuel and Terminal Company
FACILITY NAME: Petroleum Fuel and Terminal any
Facility Status: Proposed
Permit Status: New
Major
Pipe No.: 001
Design Capacity:
Domestic (% of Flow):
Industrial (% of Flow):
Comments:
Minor
RECEIVING STREAM: an unnamed tributary to Horsepen Creek
Class: WS-III NSW
Sub -Basin: 03-06-02
Reference USGS Quad: C19SW (please attach)
County: Guilford
Regional Office: Winston-Salem Regional Office
Previous Exp. Date: 4/30/94 Treatment Plant Class:
Classification changes within three miles: �t
Y
AFPI;CA�ia-L 064 : a/aglq'
Requested by:,
Prepared by:_
Reviewed by::C !'
-1�6 0,,,, -4J&
W&�(z
Lucas Date: 3/2/94
Date:
Modeler
Date Rec.
#
—T
3
Drainage Area (mi` )
(0• D:S Avg. Streamflow (cfs): D. D
7Q10 (cfs) n . D Winter 7Q10 (cfs) O. O 30Q2 (cfs) D C�
Toxicity Limits: IWC
10 O % aq A,- Acu hronic
Instream Monitoring:
Parameters 4)QAt°
.
Upstream
Location
Downstream
Location
Recommended Limits
Daily Max. Frequency
Flow (MGD):
monitor
pH (SU):
6-9 2/Month
TSS (mg/1):
45 2/Month
Oil and Grease (mg/1):
45 2/Month
Phenols fibs/day):
0.001 2/Month
Toluene (ug/1):
monitor First 5 events, then Annually
Benzene (ug/1):
monitor First 5 events, then Annually
Xylene (ug/1):
monitor First 5 events, then Annually
Ethylbenzene (ug/1):
monitor First 5 events, then Annually.
MTBE (ug/1):
monitor First 5 events, then Annually
Lead (ug/1):
monitor Fist 5 events, then Annually
Turbidity (NTU):
Special Instructions O Conditions
Shall not cause the instream turbidity to exceed 50 NTU
All volumes of wastewater leaving the facility must be monitored. If continuos
monitoring is not feasible, then discharger shall record the approximate times that discharge
began and ended, along with the instantaneous flow at the time of effluent sampling.
Monitoring of petrochemical constituents and metals should be done using an EPA
approved method to a detection level of 1 ug/1.
Monitoring and toxicity testing should be done concurrently, and the samples should
be taken within 24 hours of the begirming of discharge event Toxicity tests should be
conducted on the FIRST FIVE discharge events after any resupmtion of operations, and
should be done annually thereafter. A reopener clause should be added to the permit to allow
limits to be placed on toxicants in case the effluent should begin exhibiting toxic effects.
Permit should not be renewed until plans for new treatment system have been submitted
and approved, or clause should be put in permit stipulating that facility cannot be reactivated
until new treatment system is in place. Please see "Special Instructions or Conditions"
section. .
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A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final
During the period beginning on the effective date of the permit and lasting until expirati
Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such discharges shall be
and monitored by the Permittee as specified below:
Effluent Characteristics
Discharge Limitations
lbs da Other Units (Specify)
Daily Avg. Daily Max. Daily Avg. Weekly Avg.
Monitoring Requirements
Measurement*
Frequency
Sample **SamF
Type Location
Flow
Weekly
Instantaneous
E
Oil & Grease
30.0 mg.l 60.0 mg/l 2/Month
Grab
E
Phenols
0.001 .2/Month
- Grab
E
Settleable Solids
0.1 ml/l 0.2 ml/l 2/Month
Grab
E
Toluene
**•`''**
Grab
E
Benzene
*****
Grab
E
Xylene
*****
Grab
E
Turbidity
*** *** 2/Month
Grab
U, D
Acute Toxicity
****
Composite
E
*Monitoring will be conducted during normal working hours.
This permit imposes no limitation on the discharge of stormwater runoff uncontaminated by any industrial or
commercial activity and not discharged through any oil -water separator or other treatment equipment or
facility.
**Samples taken in compliance with the monitoring requirements specified above shall be taken at the following
location(s): The nearest accessible point after final treatment but prior to actual discharge to or mixing
with the receiving waters; E-Effluent, U-Upstream, D-Downstream
:�*The dis` a shall not cause the turbidity of the receiving water to exceed 50 NTU. If the turbidity exceeds
,t YYthese lev due to natural background conditions, the discharge level cannot cause any increase in the
1-y the receiving water.
a y .r.ik
Daphnid 40hr) Monitoring; EPISODIC; See Part III, Condition No. G.
;�*** toring� all be conducted during the first five discrete discharge events after the effective date of this
J f veimitMa
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard rnits and shall be
monitored 2/month at the effluent by grab samples.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
M14 NCO071463
DFS2002 10:43:00 TERMINAL CONNECTED TO IMS IMS
GKEX88/MP 05/05/94
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 1
PERMIT--NC0071463 PIPE--001 REPORT PERIOD: 9104-9203 LOC --- E
FACILITY --PETROLEUM FUEL AND TERMINAL CO DESIGN FLOW-- .0000 CLASS--
LOCATION--GREENSBORO REGION/COUNTY--04 GUILFORD
• MONTH
LIMIT
91/04
91/05
91/06
91/07
91/08
91/09
91/10
91/11
91/12
92/01
92/02
92/03
AVERAGE
MAXIMUM
MINIMUM
UNIT
50050 TAA3B TAA3D -00400 00545 00556 32730
Q/MGD CERI48AC DAPH48AC PH RES/SET OIL-GRSE PHENOLS
NOL 9.0 6.0 F .1 F 30.000
.0012 6.0-6.0 LESSTHAN LESSTHAN LESSTHAN
.0012
.0012
.0012
MGD PASS/FAI PASS/FAI
6.000
6.000
SU ML/L MG/L LBS/DAY
DFS2002 10:36:18 TERMINAL CONNECTED TO IMS IMS
GKEX88/MP 05/05/94
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 1
PERMIT--NC0071463 PIPE--001 REPORT PERIOD: 9204-9303 LOC --- E
FACILITY --PETROLEUM FUEL AND TERMINAL CO DESIGN FLOW-- .0000 CLASS--
LOCATION--GREENSBORO REGION/COUNTY--04 GUILFORD
50050 TAA3B TAA3D 00400 00545 00556 32730
MONTH Q/MGD CERI48AC DAPH48AC PH RES/SET OIL-GRSE PHENOLS
LIMIT 9.0 6.0 F .1 F 30.000
92/05
92/06
92/07
92/08
AVERAGE
MAXIMUM
MINIMUM
UNIT MGD PASS/FAI PASS/FAI SU ML/L MG/L LBS/DAY
GKEX88/MP
05/05/94
`
COMPLIANCE EVALUATION ANALYSIS REPORT
PAGE 1
PERMIT--NC0071463
PIPE--001
REPORT PERIOD:
9004-9103
LOC --- E
' FACILITY --PETROLEUM
FUEL AND TERMINAL CO
DESIGN FLOW--
.0000 CLASS--
LOCATION--GREENSBORO
REGION/COUNTY--04 GUILFORD
50050
TAA3B
TAA3D
00400
00545
00556
32730
MONTH
Q/MGD
CERI48AC
DAPH48AC
PH
RES/SET
OIL-GRSE
PHENOLS
LIMIT
9.0 6.0
F .1
F 30.000
90/04
LIMIT
NOL
NOL
NOL
9.0 6.0
F .1
F 30.000
90/05
.0090
80
80
6.7-6.7
LESSTHAN
LESSTHAN
.0400
90/06
.0090
90
90
5.6-5.6FLESSTHAN
LESSTHAN
.0000
90/07
90/09
90/10
.0090
6.7-6.7
LESSTHAN
LESSTHAN
.0009
90/11
90/12
91/01
.0090
.1
LESSTHAN
.0012
91/02
.0090
5.6-4.1F
.1
LESSTHAN
.0028
91/03
.0045
6.5-6.5
LESSTHAN
LESSTHAN
.0012
AVERAGE
.0082
85
85
.1
.0076
MAXIMUM
.0090
90
90
6.700
.1
.0400
MINIMUM
.0045
80
80
4.100
.1
.0000
UNIT
MGD
PASS/FAI
PASS/FAI
SU
ML/L
MG/L
LBS/DAY
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:
Petroleum Fuel & Terminal Co.
NCO071463
Industrial - 100%
Proposed
Existing
UT to Horsepen Creek
WS-III NSW
03-06-02
Guilford
Winston-Salem
Jay Lucas
3/2/94
C19SW
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request #
RECEIVED
N.C. D ,ot. of EHNR
MAY 9 1994
Winston' -Salem
7775 Regional Office
Stream Characteristic:
USGS #
Hydro. Region:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
Zero Flow
Hydro. Equations
HA9
0.1
0.0
0.0
0.0
0.0
100% (episodic)
Limits and monitoring requirements are recommended as per SOP and in order to be consistent
with other similar facilities in this area. Oil/water sepwator removed from this facility, so no
treatment currently exists, but facility is inactive. Permit should not be renewed until plans for new
treatment system have been submitted and approved, or clause should be put in permit stipulating
that facility cannot be reactivated until new treatmenet system is in place. Please see "Special
Instructions or Conditions" section.
Special Schedule Requirements and additional comments from Reviewers:
iAt C 12 acsnoan w +2 vLo O vv\o a D
h-4 fin.h✓i 49 b�_t e�� I
Recommended by -
Reviewed by
Instream Assessment:iYaAjjn. .5
— P— Date:
pti
Regional Super vi : , 1 ^/��� (rC x� Dater
Permits & Engineering: �� �I �7l Date: ?i i
RETURN TO TECHNICAL SERVICES BY:
JUN 0 4 1994
`• S
TOXICS/NETALS/CONVENTIONAL PARAMETERS
Type of Toxicity Test: 48 hr. Acute (Daphnid) Monitoring, Episodic
Existing Limit: 24 hr. Acute (Fathead) Monitoring, Episodic
Recommended Limit: Monitor
Monitoring Schedule: First five discharge events, Annually thereafter
Flow (MGD):
pH (SU):
Settleleable Solids (mill):
Oil and Grease (mg/1):
Phenols (ug/1):
Toluene (ug/1):
Benzene (ug/1):
Xylene (ug/1):
Turbidity (NTU):
Flow (MGD):
pH (SU):
TSS (mg/1):
Oil and Grease (mg/l):
Phenols (lbs/day):
Toluene (ug/1):
Benzene (ug/1):
Xylene (ug(1):
Ethylbenzene (ug/1):
MTBE (ug/1):
Lead (ugft
Turbidity (NTU):
Monthly Avg.
Weekly Avg. Frequency
monitor
Continuous or Weekly Totalizer
6-9
6-9 21Month
0.1
0.2 2/Month
30.0
60.0 2/Month
monitor
2IMonth
monitor
First 5 events
monitor
First 5 events
monitor
First 5 events
Shall not cause the instream turbidity to exceed 50 NTU
Daily Max.
Frequency
monitor
6-9
2/Month
45
45
2/Month
2lMonth �,t.1�tµ-� td- caw a wd��`e� u1l '"'
0.001
2/month.--/ 40mie-ab &P. �°isewr-
monitor
Coi wckdA ay " o-p- .U+
monitor
`e ve. aveov* n a✓
monitor
monitor
monitor
rmm
monitor
Shall not cause the instream turbidity to exceed 50 NTU
Limits Changes Due To:
Change in 7010 data
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment information
Other (onsite toxicity study, interaction, etc.)
New regulations / standards / procedures
X TSS, Phenols, Oil and Grease, Monitoring
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adg,quacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No : n
If no, which parameters cannot be met? Lu06owi l
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
12
fie/ ha/, e M (�/w Sp a1:C,t J d � Y er n
Special Instructions or Conditions I'_z. 0-1 - f >
All volumes of wastewater leaving the facility must be monitored. If continuos monitoring is not
feasible, then discharger shall record the approximate times that discharge began and ended, along
with the instantaneous flow at the time of effluent sampling.
Monitoring of petrochemical constituents and metals should be done using an EPA approved
method to a detection level of 1 ug/l.
Monitoring and toxicity testing should be done concurrently, and the samples should be taken
within 24 hours of the beginning of discharge event. Toxicity tests should be conducted on the
FIRST FIVE discharge events after any resupmtion of operations, and should be done annually
thereafter. A reopener clause should be added to the permit to allow limits to be placed on
toxicants in case the effluent should begin exhibiting toxic effects.
Wasteload sent to EPA? (Major) A (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.
FacilityName �_TroIeL)m Fuel * T r-m; ljo. I Permit # A)CLY»1'163 Pipe #
ACUTE TOXICITY MONITORING (EPISODIC)
The pertnittee shall conduct FIVE acute toxicity tests using protocols defined as definitive in
E.P.A. Document 600/4-85/013 entitled "The Acute Toxicity of Effluents to Freshwater and
Marine Organisms." The monitoring shall be performed as a Fathead Minnow (Pimephales
promelas) 24 hour static test, using effluent collected as a single grab sample. Effluent samples
for self -monitoring purposes must be obtained below all waste treatment. Sampling and
subsequent testing will occur during the first five discrete discharge events after the effective date
of this permit. After monitoring of the first five toxicity tests, the permittee will conduct one test
annually, with the annual period beginning in January of the next calendar year. The annual test
requirement must be performed and reported by June 30. If no discharge occurs by June 30,
notification will be made to the Division by this date. Toxicity testing will be performed on the
next discharge event for the annual test requirement.
The parameter code for this test is TAE6C. All toxicity testing results required as part of this
permit condition will be entered on the Effluent Discharge Form (MR-1) for the month in which it
was performed, using the appropriate parameter code. Additionally, DEM Form AT-1 (original) is
to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Rd.
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream
Should any test data from either these monitoring requirements or tests performed by the North
Carolina Division of Environmental Management indicate potential impacts to the receiving stream,
this permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test.
Failure to submit suitable test results will constitute noncompliance with monitoring requirements.
7Q10 0. U cfs
Permitted Flow §3` e MGD
IWC /00 %
Basin & Sub -basin
Receiving Stream Vr4 or,see
County lou,'1 ord
EAM Fathead 24 Version 10191
Recommended by:
ZL*V_1y_
w _ _ �1D- b
Ili IT l �lAi(�Cl �a.�� rill Csl.i JVI R' LCI
f'�IIL
V
cc: Permits and Engineering
Technical Support Branch
Guilford County Health Dept.
Central Files
WSRO
SOC PRIORITY PROJECT: Yes No
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: Jay Lucas (Review Engineer)
Date:940428
NPDES STAFF REPORT AND RECOMMENDATION
County Guilford
Permit No. NC NCO071463
PART I - GENERAL INFORMATION
1. Facility and Address:
Ms Belinda Meador Site Address:
Petroleum Fuel & Terminal Co. 6900 West Market St.
2801 Rock Rd. Greensboro, NC 27409
Granite City, IL 62040
2. Date of Investigation March 30, 1994
3. Report Prepared by: Ron Linville
4. Persons Contacted and Telephone Number:
Belinda Meador (61�5� J
8) 45fr 2 41955 ��45501
5. Directions to Site: Take I-40E from WSRO to Greensboro.
Exit and go north on Chimney Rock Rd. Then Lt. on old 421
(West Market St.) Facility on right approx. 1/2 mile.
6. Discharge Points(s), List for all discharge points:
Latitude: 360 04' 46" Longitude: 791 55' 36"
U.S.G.S. Quad No. C19SW U.S.G.S. Quad Name Guilford
7. Site size and expansion area consistent with application ?
Yes No If No, explain: Unknown. There
appears to be room for a designed system near Hwy 421.
8. Topography (relationship to flood plain included):
Not in Floodplain.
9. Location of nearest dwelling: Adjacent properties within
200'.
10. Receiving stream or affected surface waters: UT Horsepen
Creek
a. Classification WS-III, NSW
b. River Basin and Subbasin No.: CPF 030602
C. Describe receiving stream features and pertinent
downstream uses: Storm sewer adjacent to road. UT
then runs through industrial and commercial urban area.
Other depots are located to the south.
Part II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: Unknown MGD
Rainfall dependent. (Ultimate Design Capacity) Unknown.
b. What is the current permitted capacity of the Waste
Water Treatment facility? NOL MGD
C. Actual treatment capacity of the current facility
(current design capacity)? Unknown MGD
The old oil/water separator was removed by DOT when Hwy
421 was widened. The company hasn't provided plans for
the replacement oil/water separator for the facility.
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years. None known.
e. Please provide a description of existing or
substantially constructed wastewater treatment
facilities: Stormwater and any spillage associated
with the bulk tank area gravity flows to an existing
impoundment (low area) within the tank berm. This
water is then pumped to an oil/water separator (non
existent at this time). Additional stormwater and
spillage from the loading facility would enter into a
surface collection system and flow to this same non
existent oil/water separator. Discharge is to storm
sewer.
f. Please provide a description of proposed wastewater
treatment facilities. Unknown. No plans have been
submitted with the application for replacement or
addition of treatment facilities.
g. Possible toxic impacts to surface waters: Petroleum
products, byproducts and petroleum sludges.
NPDES Permit Staff Report
Version 10/92
Page 2
h. Pretreatment Program (POTWs only): NA
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme: To be
removed by Four Seasons, a contract disposal firm and
disposed of at Laidlaw Hazardous in Pinewood, SC or Waste
Management Non -Hazardous in Palmetto, SC. according to
applicable regulations.
a. If residuals are being land applied, please specify DEM
Permit No. None .
Residuals Contractor: Four Seasons
Telephone No. (910) 273-2718
b. Residuals stabilization: PSRP PFRP
Other X
C. Landfill: See above.
d. Other disposal/utilization scheme (Specify): Unknown.
3. Treatment plant classification (attach completed rating
sheet). Probably class I (No rating supplied with this
report as plans -have not been submitted.)
4. SIC Code (s) : 5171
Primary 39 Secondary
Main Treatment Unit Code: 530 02
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved. (municipals only)?
2. Special monitoring or limitations (including toxicity)
requests: Sampling events should be required to coincide
with discharge events and correlated with normal stormwater
sampling permit requirements.
NPDES Permit Staff Report
Version 10/92
Page 3
3. Important SOC, JOC or Compliance Schedule dates: (Please
indicate)
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated
all of the non -discharge options available. Please provide
regional perspective for each option evaluated.
Spray Irrigation: Not enough room.
'Connection to Regional Sewer System: Sewer is available
and this should be investigated although it would require
separation of stormwater from petroleum contact water.
Subsurface: Not enough room. Groundwater contamination
is prevalent in the area.
Other disposal options: Unknown.
5. Other Special Items: This company should consider
providing a completely new site approach concerning the
oil/water separation discharge and an enhanced design and
implementation of a Spill Prevention and Containment Plan
(especially the truck filling station area). It appears
that additional consideration and some consolidation of
these issues (and subsequent modifications to the site such
as roof extensions, relocation of spill collection basins
and asphalt driveway berms) could further reduce potential
stormwater contact with petroleum products.
PART IV - EVALUATION AND RECOMMENDATIONS
WSRO recommends that since this facility is currently not
operational that issuance of the Permit be delayed until the
company submits proposed and actual site engineering plans
for modifications to the site with regards to the SPCP, RCRA
and specifications for the existing treatment works onsite
(sized to fit existing and proposed conditions) as well as
any potential remediation requirements, if necessary. As
this discharge is to a water supply, the DHS may also need
to comment on this facility. Phenol, TSS and oil/grease
limits may be reasonable.
NPDES Permit Staff Report
Version 10/92
Page 4
The Groundwater Section should also comment on this permit
request. It would be advisable to find out about the
current conditions of the tanks on site and what steps have
or will be taken to provide proper seals and leak detection
for the tanks. Previous site leaks (if any) should be
investigated, eliminated as a concern or reviewed for
remedial activities.
The company name change should be included in the permit.
Signature of report preparer
//') /: ) k -; 1�
Water Quality Regj66nal Supervisor
�'- Zgit
Date
NPDES Permit Staff Report
Version 10/92
Page 5
1RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facllity: _ 1- e
Owner w Contact Person:
Flailing Address:
County:
Telephone• G �- .es-2- Present Classification: New Facility existing Facitity_�
NPDES Per. No. Noon 1 -3.. Nondisc. Per. No.WQ Health Dept.Per No..._
,�-� . ,� ` ,✓�- //er Telephone: 8'941-' 70 `� Date* ` $/w
Rated W.
Reviewed Hearth Dept Telephone:
.
Regional Office Telephone:
Central Office Telephone:
Grade: Telephone:
ORC' Land Application
Check Classffication(s): Subsuri Spray irrigation __
Wastewater Classification: (Circle one
1 1! Ill IV Total Points.
wr wMl•c I►t P%t &ee cv--ATeW Al SEFTIC
.• SyS M iCUSISTWa ChLYOF .1GMM
VJBSURFAM CUJOS ATM
("ck aft units that apply)
,'. � veptie tanks
4- tardcs
31 siphm or pump dwkV srs v=
e`..sand 511e15
S`_,_9rease trapllnteroeptor
otVrrater separators
ravlty subsurlmn tretlment and disposal:
were "sudww treatment and Rased
romY "R1GA1 &J" QAS9F7G►
("c* all W t; that @WY1
prelimhaq treaonent (deiinttion oo. SZ j
tagoons
5`„_,�septic tanks .
4`,_�pump tanks
5..-�_PuffPs
s`�sand tgters
T`�9►ease traplinteroeptor
Otvwatw separatom
O`.�dislntedion
10..�_ehemicat addition for nutrientJalgM Oorntrd
11��sprsy krigadlon of wastewater
in
•
to
the
• bov
etassificetiom
pretreatment of
Wastewater
an operator
to •xeess
With •n
ose
•otr�t+r�ate
pp
dual ooertiifasthonnents �
be
tate0 oetnD
gated
the
Point
rating system
and Will iequtra
IJND APPL CATIM RESIDUALS CLASSIFlCATION (Appias only to pemA hoidw)
apprcation d bioWids, residuals or contaminated soft on a designated ahe.
WA.>'"TEYVAI'ERTRFJ►1UENTFAC ffyes A IFICATION .
the lbw is d a sigrd!'t�'.as'd quandty or the tedmologY t un�y
Tlw tonowfng systems shalt be asstgned s Class f dasslC�cation. stttlssS _
complex. requtre consideration by the Commission on a easeby�se b siis:pumps a I AdPP��r ej
.1�CiVwater Separator Systems oornsisting only d phy a alas. pumps
filters, dsls+tadion
0 Septic Tank/Sand Filter Systems oonskting only of sept''c tanks. dosing Wpw
and clued disd qW, llmkory treatment. lagoons, pumps& distntedlon, necessary cb,,kW tms for
Ste_ .Lagoon systems aonslstim only *I Pro .
algae or nutrient control. ar+d dined dis dMIC ad:o�fa� disinfedbn
4`„_,__Cbsed•iocp Recyds SystwnS m ak-strjpptnq. =A)on
ra roundwater Remeddation Systems conskting only of otlMrater zeparalors. Pu Ps•
and di
e..... Aquacuhure operations whh discharge to surlaoe watet
7�__�Water Pland sludge har m R of screeniand ng and d h watef bgw0 L
$`rSealood processing co g Wilt be dassilied i permitted after July 1.
9`__�Singto•lamily dischwging systems. whh the exception of Aeroble Treatment Us1 y
inspection b the Division. A b found shad the system is not bot adequately rated of mssdntalrNd. such
1"3 or 11 upon y
systems will be not�od of the ctassiticaGon or mda"WicaTion by the Commission, in w -
The bliowinp scale k used for rating wastewater treatment facilities: (circle appropriate points)
• a VOKM
am A
fbdu:rial 1~f•RfwrMPg UnU or &dmf{r're'trealrrl•rK Program
f tp m
! OEZ GN FLOW OF PL4KT Pi gpd (nit arp UNNO to rpr►aorrtanrdMie'd We"M aaatars. W+
water puriticatiort ntt. btafly obsed ayde syttemt(w rdi d•Gon No.11� and hdi•a oo��p' of
(Ixd) Or Ott fi40 (� (11X01
90.001 • i0.000
U.001 • 100.000..... ••-
100.001 - lb0,000»
250,001 - itfoo.00a
100.001 - 4.000.000» 10
1.000.001 • l.OD0.000 of �.�.0
l.Ot10.001 (ard up) tote t PdM SMWW IV s+sch no.= Fpd aapacb UP ID
Design Row (Fd)
t!f �AfNARY LNff"FiDC SSES two att'MonNam t
(a) BMWs
of
tb) cl,aNca1 icn•rrt, wok souse or Co+o
an Remonat
�r
wohar" or Aerelad SEA litre-• 1
FbW fhb EW" Da►�tr+s —
�) tistrumenled Flow iisasurs
F) 'rea•ratro �
K) bewent Flow Equat3taftn....,-
Ij tDrease or Ou Separators • Oravlr
MI►ehardeat.....
Dbaotved Air FkMlcn
(� .
(d) IM ,AI�F;1l1REATMEW Lr0WPFCC
Pod)
iaptic Tank (sae d•IWtbn la~o. dImhoff Tank
rri msry ttlarri•, -- Non•taxk I�Aatertalt (sludge ar+qfac>etties foraster) 11 Ponds or Soong Tanks for �g peril cition plant. sand. Frawt, trlsM artd attar rr**e operdions *leapt recreasronsl actMtie: such ae 0�
(aj f;arbonaasats ittAgratbrt•MpA " *in" 10
tU _ _
. Mechank� � System (Ilss4 101" K
Tratesliclas Aaa•raft
• Aj Highn'�st•
Standard Ant•..
Packed TO" � o
dbbgttal Aerated FNer or Aerated dbloglcal F"r 10
fv Aerated Lagoon$ 10
s� fRataling Bobpical contactors..
j sand Fitt•a •Intom tt•rt it+loloa
Recirculating bicloglca)
atabliltatbn Lagoons „«,,.
...»...---....�... room wtoval by
• SIngle %,Qo system br combined canbona�out rstmoval d BOO and Mroge
pttrit'Kat'bn (tee detlnhion fti1o. 12)(Poimta for tint Item have to be N add501% fo
(5)(a)It) through (5)(a)(sm)•
srtitlzbtig t!w extended aeraflo prom" (see ddWftrt Iola)
vin;2tng other than the extended aeratlan procee
taksanous
Bbbgicalddhices Culture ('Super Supladd5bn
Stag• 0
(�i (fj Aerallon - Ngh'u>� 011p + S 10
Diffused Air Stem................-.»
Mechanical Alt system (fixed. loating or 1004
Separate Sludge Reaerelon
Trickitrg Fitter•Wgh Rats
Standard Ral MMON
10
Packed Tower.......... kaa Flier 10
• IM041cal Aerated Fltfer or Aerated Bfolop
ilatating Blotogkal Conlactors«
Eand Pifer - Wermitted bbbgkat
itecircutating bloloQl
CL
i ERTMO tA0uVM MOTMAIMEW '
(aj &*&led Canton Beds - 1 t
without carbon vogen r�
vAh carbon rep-
�b� pOwdaredor without catbondrega n6M11Wn 1i
Wlth groan regen•nelron
O� Alf atAWfQ---
dDenitrfficatbn Proaees ,,...._,_.,...............
e Efectrodtelysh..._......._...-..i
fFoam separat........».,,,,,._.,.,........»..».............--�"'
loll ExcAtrps..............•..«...«-.».•••�-»-"*" not applicable for sand. Frs+rel. �
R Lard Apprcation of Treated EKluerr (tee definitta+ No. 2a) (
• and other slm% minSrg operations) by Rfsh ale irtflttntlon.
Phosspptorout Removal by Btplagital Processes (so* dowlon No. �?..•»»••.••••
P011swo Ponds - Nithoul aerat -s
wflh asa
rf PM .
• �� .. w.......rwwru.w.r rrrr�■w.�w
Mused
.�w.rwww.
diffused or .2
o Carmele»wrrrr■rww..w.w. ,.■,
in) sand W &v&e&Mftft )'rani • tw raw
e) 4r Mtmert proowce for tsrnovaf of now oreysride � 10
p) Wastment processes for tsmcvad d laic ahsterisis other Own a wal or "ankle 3 5
TFEATMENr
(a) Sludge DiQeation Tank • Heated (aris.roble). .. o
• Aerobic
Unheated (anaerobic)
�b) QtvdQ. Slabttzation (dhamicai or Bonn l)
e) Sludge Drying gods -0fWkyw.--
Vacuum Aasaaed.r....__._r .rr.....rw.wi.
d) sludge 6utrlatian ww.r. r.. ii
IVSludgeCondkionat (doff" K Vhetrthilj
Sludge TMakenet (gravhy)»
qq) Dissolved Air flotation Link (not applicable to a unt tsted s PMI 2
A) Sludge Gas Lhilizatbn (include gu almr),..
1) Sludge Holding Tank - Alerat 2
NoNseneed mob - ■■■ 1 0
Sludge Incinerefor (not Including activated owbon regeneration) 10
Vacuum Fiber. Cerartlup. or Fiber Pass or other similar dewatating devises.----r--r--•
11SIDI IJU LITMATOOD11SPOSAL (lndudrq ftkw tedash)
�a) Coors-.
b) tend ApQGcatbn (surface and subsurface) (see definition 22a)
by oontraating to a land applkasbn operator or Iudlill operator who holds the Isrhd appiiaadah PerrNs
or land It permit ».w.ww...w. ■ .... mow 'rc
c Dedicated L ondw(burfat) by its pennl:tee of the wsstewatef tirsatment tatdby.
(0) a) Chbrinstbn .
b) Oechbrination
c) Ozone»
d) Radiation w..■.■..w...........r■..w....w. ww»w.w.w.-».
(10) EMICAL ADDRfON BYSTEM(S) (see definblon No. 9) (not applicable to dheertieal addWorts toted as srrrh PA).
(6ka)(xl)• (txa). (sj(b). (7)(b). (7)(e). (oa). (a)(b) of (g)(c) S polra each:
jLai ,E
a
t> >) ORSCe1ANEOA ut�rrSrPae�CesS
{aj Holding Ponds. Holding Tanks of Settling Ponds lot Crganlc or Toxic IuLoerlals induding wastes from tttinlrhp
opomti-ons contalning Nirogen or phosphorus compounds In amounts significantly greater thsrh Is eoruron
for domestic wastewater»w.www....w■wwr.w■■.■w'■■..'■■....wNwww.w■w•.ww.w
land aWkstion elola
b) luesuge t Flow p (W tbnrcablerot applicable
to storage basins Inlhe r!» lit land sppbrittent In
on %%Some)- ��
• d j � pischarge ( +PA .
e) stand -By i) power
6uppplyy—
TV*mW Pookol n Control a
TOTAL P01NTS....r w«�r..
CLASSFCKMN
aim 1 5.25 Points
Class 11 26.50 Points
Own. pokas
.
cum N
Mr
f&Mles havtng a robV o1 err through touf points. ilndushrs, do Trot mqulrs a oetf W opstator.
Famies having an ac&Wad sh+dpe process vA be asaigned a minir um won of Cim L
Facifbs having Ueatmeni processes fotthe removal of is W or gankb wfll be assigned a rn ttinhum d"maticin d Cam HL
FaNfttes hwfng trestmert proosaes for fie bbbgical tomaal Of phaphons vA be assigned a minimum 01at0llOR00n Of Class IL
���MM•.���N�or���N�•MN.�M� w��M��N�M•�.
�OD4 DE!•TifTiONS
The !crowing delinhbns chap appllr throughout ibis SuSetVer.� beds used In IMB
(1) Activated Carbon Beds. Aphis l/chemical method for Leduc eolvble o nk malsrtat Irani wastewater aitlusrt;TM ooivmn�lype my «
t, *ftd win haw a bow ids va7irmg from t �! � p sue; � e per square loot arhd mar be obits) vptbw or dowrliow carbon beds- Carbon
way not be regenerded on the wastewda t P lcat oxidation Or organic matter It redtrcd through att>rrciaSy
(2) Aerated Lsgoons. A basln in which ail sofas an tndntained in susp�enston and by which bbbg
accelerated transfer of oxygen on a flow -through bask; tutbn of dMwbn) arMn�
(3) Aeration. A process of bdngtng about intimate oanuct between air or high purity oxygen In a squid by spraying. ag
Aeration. An at:Wated sludge process utilising a minimum hydraulic detention time ooft 13 !routs. eludes sees. 4rairs. trees, sRe
(4) Agrkuleuraflr marsaQod the. My she on which a crop k produced. marwQed. and harvested (Crop t with Its ammonia
(5) Air Stripping. A process by wench the ammonium bn k fist convened to dissolved ammhonl: (pH adjust mfuena. andce;then tsMassd b tlr
atmaspbon by oneraat means; or other enaratlionofof exhhaauaed which remove
by fir u�si o! a Prhace o proh as vide benzene.
high timpenwns �tUe and =ddlu the
(6) Carbon Regerratbn. The legs
absorbed impurltleg effluerd S�
(7) Carbonaosous Stage. A sti�ge of wastewater treatment destgrhed to�aeHen+e'Isecordsni t talcs of dttfenM denstUr-
(S) Centrifuge. A rrchanlcal device in which centrifugal tome Is used to separate solids from rgvi b or b sa�pasrads Sq vt colitis tnr oat, pH adjudmm%.
�) CMmkat Add Systems- The addhion of drmk■al(s)10 wastewater 4t an application point for pure �o ng tdend one
alkaMhy control, etc ; the til y 10 exporlm cat with different chemicals and different apPilattan paints to acNew a specific tackle will be eo+'o dnSersrt
bleb to add ehernt al(s) to dual units wM be rated as one system; espsbii3tY to add a shooksl at a Me appticatbn pdfce
system; the t;apa y
purposes wM result In the ssy�rstems being rated as separate s�stetnt; r to rust st b Mawoce" � � b
(to) Chemical Sludge Conditioning. The addition of a chemical compond such as )lithe. Nt:Ic ehioride. or a pdyms
Pis application to a dewatertng device; of holding tanks for oontatnmherht of wastewater containing "ante. ran -toxic mateMs from sand, OrasaL
tt1) Closed Cycle Systems. Lke of holding pondsng endless d pumping iseilhias or a other epPurlenarroes;
srushad stone or other 6IMW operations. Such systems than carry a maximum of two points rog stage t umpi abed to adttevi rrrHs elilwft t3rthfts ond00
(12) Combined Removal of Csrbonaeeovs SOD and Nitrogenous Removal by Nisrllication- A sing g qu Pe
arrtdd ammonia nferogon within the same biological reactor
f3) DechlorfnatIM The partial or complete reduAbn of tasldusl eWfirn in a Squld by any CInmicat of Physics) I N P
41 Conttrr-rcatlon tsrown. The wrhversbn of nkraisqWill to dtrogen PK
wam
�twAl
kv�.._
APR-20-94 WeD 1 3 *--3$ 'PF&T G C I LL IP 0 1
�0PNAL RECEIVED
+DEL :AEI`►,
N.C. Dept. of EHNR
�W*_7°R`A(m0 0 POMPAWAPR 2 0 1g9• ' -
z�� Winston-Salem
4�sZ-44 95 0 Regional Off ice
. FACSIKILs 2 s1arssxox x �iTTojf bovm sEMs'T
x,
CIO. i7p' P,&G S (T C. xrTC TH1.9 C OM 5� 1af f
SEM To:
A`T'EXTION:
OM.- ,
RRs:
t'(3Tl..e)