NC0021181_Permit (Issuance)_19960819

i
NPDES DOCUWENT SCANNING COVER SHEET
NPDES Permit: NCO021181
Belmont WWTP
Document Type: Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Engineering Alternatives Analysis
201 Facilities Plan
Instream Assessment (67B)
Speculative Limits
Permit
History
Document Date: August 19, 1996
Thies document ie priated on reuBe paper-ignore aay
content on t1ke reve -MB Bide

State of North Carolina11
Department of Environment,
Health and Natural Resources / �
Division of Water QualityVA
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E H N F=1
A. Preston Howard, Jr., P.E., Director
August 19,1996
Ms. Carol Standafer
City of Belmont
P.O. Box 431
Belmont,North Carolina 28012
Subject: NPDES Permit Issuance
Permit No. NCO021181
Belmont WWTP
Gaston County
Dear Ms. Standafer:
In accordance with the application for a discharge permit received on February 15, 1996, 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.
Please be aware that limits for Total Phosphorus (TP) and Total Nitrogen (TN) have been eliminated
from this permit due to changes made in the Lake Wylie Management Plan. However, upon expansion of the
facility, new limits for TP and TN will.take effect as stipulated in the Catawba Basin Wide Management
Strategy and as outlined in Part III, Special Condition H of this permit.
Please note that instream sampling must be conducted at the proper locations as designated on the permit
effluent sheets. Upstream samples are to be collected at US Highway 74. Downstream samples are to be
collected one mile below the point of discharge.
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 Water Quality 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 Steve Pellei at
telephone number(919)733-5083,extension 516.
Sincerely,
Original Signed By
David A. Goodrich
A.Preston Howard,Jr.,P.E.
cc Central Files
Mooresville Regional Office - -
Mr. Roosevelt Childress, EPA
Permits and'Engineering Unit
Facility Assessment Unit
Technical Assistance & Certification Group
P.O. Box 29535,Raleigh, North Carolina 27626-0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Emplo;,er 50%recycled/101' post-consumer paper

Permit No. NCO021181
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,
City of Belmont
is hereby authorized to discharge wastewater from a facility located at
the Belmont Wastewater Treatment Plant
Parkdale Drive
Belmont
Gaston County
to receiving waters designated as the Catawba River in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, III, and IV hereof.
This permit shall become effective October 1, 1996.
This permit and authorization to discharge shall expire at midnight on August 31, 2001.
Signed this day August 19, 1996.
Original Signed BY
David A. Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0021181
SUPPLEMENT TO PERMIT COVER SHEET
City of Belmont
is hereby authorized to:
I . Continue to operate an existing 5.0 MGD wastewater treatment facility consisting of a
mechanical bar screen with by-pass, caustic addition, flow recorder with parshall flume, grit
chamber with mechanical grit removal, dual aeration basins with mechanical aeration, dual
secondary clarifiers, chlorine disinfection, effluent flow measurement, sludge drying beds,
aerobic digester, and aerated sludge holding tank located at the Belmont Wastewater Treatment
Plant, Parkdale Drive, Belmont, Gaston County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into the
Catawba River which is classified Class WS-IV and B waters in the Catawba River Basin.

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ROAD CLASSIFICATION SCALE 1:24 000
PRIMAcy HIGHWAY LIGHDDUTV ROAD.HARDOR 0 1 MILE
HARD SURFACE r IMPROVED SURFACE
SECd OARY HIGHWAY 0 . -7000 FEET
HARD SURFACE UNIMPROVED ROAD C C=
1 0 1 KILOMETER
Latitude 35°13'33" Longitude 81000'53" IFT
Map # G 14 NE Sub-basin 030834 CONTOUR INTERVAL 10 FEET
Stream Class WS - IV & B
QUAD LOCATION City of Belmont
Discharge Class 64% Industrial/36% Domestic Y
NCO021181
Receiving Stream Catawba River (Ik. Wylie) Gaston County
Design 0 5 MGD Permit expires 8/31/01 WWTP

t
A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Permit No. NCO021181
During the period beginning on the effective date of the permit and lasting until expiration, the Permitlee is authorized to discharge from
oulfall(s) serial number 001. Such discharges shall bu limited and monitored by the pertnitlee as specified below:
Effluent Characterlstics Discharge Limitations Monitoring Requirements
Measurement Sample am le
Monthly Avg, Weekly Avg. Daily Max Frpauencv Tvpe Location
Flow 5.0 MGD Continuous Recording I or E
BOD, 5 day, 200C•' 30.0 mg/I y> Daily Composite E, I
Total Suspended Residue" 30.0 mg/I 00 mg/I Daily Composite E, I
NH3 as N Daily Composite E
Dissolved Oxygen / Daily Grab E,U,D
Fecal Colilorm (geometric mean) 200A /100 ml 40 /100 ml Daily Grab E, U, D
Total Residual Chlorine / Daily Grab E
Temperature Daily Grab E,U,D
Total Nitrogen (NO2 + NO3 + TKN) 2/Month Composite E
Total Phosphorus 2/Month Composite E
Chronic Toxicity"' Quarterly Composite E
* Sample locations: E- Effluent, I - Influent, U - Upstream at U.S. Highway 74 bridge, D - Downstream one mile from discharge. Upstream
and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June, July, August, and
September and once per week during the remaining months of the year.
** The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 %of the respective influent value
(85% removal).
*** Chronic Toxicity (Ceriodaphnia) P/F at 8%; February, May, August and November; See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Permit No. NCO021181
During the period beginning on the effective date of the permit and lasting until excirntion, the Permittee is authorized to discharge from
outfall(s) serial number 001. (Continued)
Effluent Characteristics Discharge Limitations Monitoring Requirements
Units (specify) Measurement Sample 'Sample
Monthly Avg, Weekly Avg. Daily Max Frequency T-"-e Location
Conductivity Weekly Grab U, D

Part III Permit No. NC0021181
G. CHRONIC TOXICITY PASS/FAII.PERMIT LIMIT(QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 8% (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform quarterly monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed after thirty days from the effective date
of this permit during the months of February, May, August and November. Effluent sampling for
this testing shall be performed at the NPDES permitted final effluent discharge below all treatment
processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental Management
4.401 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 single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement 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
and will require immediate retestin g(wi thin 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
H. Upon expansion Total Phosphorous and Total Nitroe will be limited to 1.0 mg/I TP and 6
mg/l TN (summer only) in accordance with the Lake'Zoe Management Plan.
` I

PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee
within 30 (thirty) days after being billed by the Division. Failure to pay the fee in a
timely manner in accordance with 15A NCAC 2H .0105(b)(4) may cause this Division to
initiate action to revoke the permit.

NPDES WASTE LOAD ALLOCATION
NC01021181 Modeler Date Rec. #
PERMIT NO.: -
City of Belmont ^TFK 4 zz 9m 1?
PERMITTEE NAME: Y -
FACILITY NAME: the Belmont Wastewater Treatment Plant
Facility Status: Existing
Permit Status: Renewal
Major Minor
Pipe No.: 001 Drainage Area (mi2): 2,015 s7010 (cfs): 95
Design Capacity: 5.0 MGD Toxicity Limits: Chronic(Ceriodaphnia) P/F 8%
Domestic (% of Flow): 36 % February, May, August, and November
Industrial (% of Flow): 64 % Upstream Location: US Highway 74
Downstream Location: one mile below discharge
Comments: Parameters: temperature, dissolved oxygen, fecal coliform,
conductivity
Facility class change from III to IV. Significant amout of color in
influent is not substantially removed. May want to consider color mon. /
program. No change er Lake Wylie Plan. Monthly Average
Summer Winter
RECEIVING STREAM:the Catawba River Wasteflow,(MGD): 5.0 5.0
BOD5 (mg/1): 30 30
Class: WS-IV and B CA NH3N (mgll): monitor monitor
Sub Basin: 03-08 34 DO(mgll): monitor monitor
TSS (mgA): 30 30
Reference USGS Quad: G 14 NE (please attach) Fecal Col. (/100 ml): 200 200
pH (SU): Cr 9 6 9
County: Gaston Residual Chlorine (tg/I): monitor monitor
Regional Office: Mooresville Regional Office T (mgA): monitor monitor
TNN (mg/I): monitor monitor
Previous Exp.Date: 8/31/96 Treatment Plant Class: There shall be no discharge of floating solids or visible foam in other
Classification changes within three miles: than trace amounts.
1.3 miles downstream class changes to WS-V & B l l-(123.5) at the ; Facility should be made aware that upon expansion, both Total Nitrogen
upstream side of the Paw Creek arm of Lake Wylie. and Total Phosphorus as well as Residual Chlorine will be limited
I LTMP :As, Cd, Cr, Cu, CN, Pb, Hg, Ni,Ag,Zn
Requested by: Stev-1 Bei Date: 4/22/96
r Prepared Dater ,o mwy. I`,g(- `+ u
Reviewedby: JWkj� r Date: 5 !D �' .w

MAY-01-1996 15:59 FRO OEM WATER QUALITY SECTION TO 1RO P.01/05
FACTSHEET FOR WASIEWAD Ai1.00ATION
Request# 8485
Facility Name: City of Belmont Waste Water Treatment Plant
NPDRS No.: NC0021181
Type of Waste. Domestic -36% ladustrial -64%
Facility Status: Existing
Permit Status: Renewal StraaM C11Ma
Receiving Stream: Catawaba River(arm Labe Wylie) USGS#
Stream Classification: WS IV and B CA Date:
Subbasin: 03-08-34 Drainage Area(miz): 2,015
County: Gaston Summer 7Q10(cfs): 95
Regional Office: Moores Winter 7Q 10(cfs):
geqpestor; Pew Average Flow(cfs):
Date of Request 4 / 22 / 96 30Q2(cfs):
Topo Quad: G 14 NE ]WC
Wasteload Allocation Swnmary
(approach taken cotmsponde=with region,EPA,etc.) RECEIVED
WATER QUALITY SECTION
MAY - 9 1996
-r,
Cn
Nutrient limits should be applied during this renewal. OPFRATIONc aan N .H koCD
r
Facility is taking instream monitoring at approximatiey 100'above and below discharge;this is Z. 7
not the locations as spodfned by the permit. Roqucst Region inform facility that data should be i " -= -
Sampled in accordance with permit.
Y"
ff
i rl^7
C=-
Spacial Schedule g�q ems and additional comments from Reviewers-
L.Fjf.cA 'fel-o ,fie/men✓ Yl&-*
II
I I
Recommended by Date:MOP MOW
bT•!9+�
Reviewod by
L1stream Assessment: n / palm
Regional Supervisor: I/ ✓� `'� __, Date S �/ 6
Permits 8c Engineering:
5 9 �16
RETURN TO TF.C.'. AL SUPPORT BY: MAY 13 IM
I

CONVENTIONAL PARAMETERS
F i. •ng Limits*
Monthly Average .
Summer Winter
Wasteflow (MGD): 5.0 5.0
BOD5 (mg/1): 30 30
NH3N (mg/1): monitor monitor
DO(mg/1): monitor monitor
TSS (mg/1): 30 30
Fecal Coliform (/100 ml): 200 200
pH (SU): 6 - 9 6 - 9 Daily Maximum
Residual Chlorine(µg/1): monitor monitor
Oil&Grease (mg/1):
Total Phosphorus (mg/1):
Total Nitrogen (mgfl):
There shall be no discharge of floating solids or visible foam in other than trace amounts. ��
* The facility must meet 0.5 mg/1 of Total Phosphorus and 4 mg/l Total Nitrogen in the C'4 V'
summer and 0.5 mg/1 Total Phosphorus and 8 mg/l Total Nitrogen in the winter I, '
within 5 years in accordance with the Lake Wylie Management Plan. K64 a 1�P
am/ Ib7l� «UUII
Recommended Limits:
Monthly Average
Summer Winter wQaet-
Wasteflow (MGD): 5.0 5.0
BOD5 (mg/1): 30 30 II-
NH3N (mg/1): monitor monitor EL
DO(mg/1): monitor monitor
TSS (mg/1): 30 30
Fecal Coliform (/100 ml): 200 200
pH (SU): 6 - 9 6 - 9 Daily Maximum
Residual Chlorine(µg/1): monitor monitor
—T?Oil
Grease
ru" µQ VNb
Total Nitrogen (mg/1): y4.9 ° ^ wQ WAD
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Parameter(s) affected: Limits Changes Due To:
Total Phosphorus and Total Nitrogen Lake Wylie Management Plan
_ Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
No parameters are water quality limited,but this discharge may affect future allocations.

TOXICS/METALS
Existing Limits Daily Maximum
Cadmium (µg/1): monitor
Copper(µg/1): monitor
Cyanide (µg/I): monitor
Mercury (µg/1): monitor
Nickel (µg/1): monitor
Zinc (µgh): monitor
Recommended Limits Daily Maximum WOS Fl.
Cadmium (µg/1): LTMP
Copper(µg/1): LTMP
Cyanide(µg/1): LTMP
Mercury (µg/l): LTMP
Nickel (µg/1): LTMP
Zinc (µg/1): LTMP
*LTMP: Long Term Monitoring Plan, (once/month)will provide the nexessary data for review
[As, Cd, Cr, Cu, CN, Pb, Hg, Ni, Ag, Zn]
Cadmium: Max.Prod Cw 2.6 47 samples below detection level of 2 µg/I
Allowable Cw 26.5 maximum value of 2 µg/I in Jan & Feb, 1996 and Apr&Nov, 1995
Copper: Max.Pred Cw 56 44 samples above detection level of 20 µg/I
Allowable Cw 92.8 maximum value of 40 µg/1 in Jan, 1996 and October, 1995
Cyanide: Max.Prod Cw 22 50 samples below detection level of 20 µg/I
Allowable Cw 66.3 maximum value 20 µg/I in September, 1995
Mercury: Max.Pred Cw 0.00 51 samples below detection level of 0.2 µg/I
Allowable Cw 0.16
Nickel: Max.Prod Cw 0.0 51 samples below detection level of 20 µg/I
Allowable Cw 1,167
Zinc: Max.Pred Cw 1,260 51 samples above detection level
Allowable Cw 663 maximum value 630 µg/I in August, 1995
TOXICITY TEST
Type of Toxicity Test: Chronic (Ceriodaphnia) P/F Toxicity Test
Existing Limit: 8 %
Recommended Limit: 8 %
Monitoring Schedule: February, May, August, and November

INSTREAM MONITORING REQUIREMENTS
Upstream Location: US Highway 74
Downstream Location: one mile below discharge
Parameters: temperature, dissolved oxygen,fecal coliform,conductivity
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION& SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities?
Yes No
If no,which parameters cannot be met?
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?
Spg&ial Instructions of Conditions
Wasteload sent to EPA? (Major)_(Y or N)
(If yes, then attach updated evaluation of facility,including toxics spreadsheet,modeling
analysisif modeled at renewal, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes,explain with attachments.

Facility Name City of Belmont Waste Water Treatment Plant Permit# NC0021181 Pipe # 001
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodanhnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989)or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant
mortality is 8 % (defined as treatment two in the North Carolina procedure document). The permit
holder shall perform quarterly monitoring using this procedure to establish compliance with the permit
condition. The first test will be performed after thirty days from the effective date of this permit during
the months of Feb., May., Aug., and Nov. Effluent sampling for this testing shall be performed
at the NPDES permitted final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed,using the parameter code
TGP3B. 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 single quarterly monitoring indicate a failure to meet specked limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement 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 and will require
immediate retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will
constitute noncompliance with monitoring requirements.
7Q10 95 cfs
Permitted Flow 5.0 MGD Recommended b
IWC 8 % Fmen Keough
Basin & Sub-basin 03-08-34
Receiving Stream Catawba River
County Gaston Date 3o ", , rg'c
QCL P/F Version 9191

Request# 8485
Facility Name: Belmont Waste Water Treatment Plant
NPDES No.: NCO021181
Type of Waste: 36 % Domestic 64% Industrial
Facility Status: Existing
Permit Status: Renewal Stream Characteristic:
Receiving Stream: Catawba River USGS#
Stream Classification: WS-IV and B CA Date:
Subbasin: 03-08-34 Drainage Area(mP): 2,015
County: Gaston Summer 7010(cfs): 95
Regional Office: Mooresville Wiinter7010lots):
Requestor. Pellet Average Flow(cfs):
Date of Request: 4 / 22 / 96 30Q2(cis):
Topo Quad: G 14 NE IWC(%):
1981: expansion to 5.0 mgd w/Secondary Limits recommended-minimum daily average release varied from 321 -329 cis.
1983: re-issued w/same limits
1987: remodeled w/recommended limits of 1.5 mgA BODs,0.2 mg/1 NRs,and 6.0 mgA dissolved oxygen-this was recommended as
discharge was to a ut to an arts of Catawba River(Lake Wylie),it was recommended that discharge be relocated to main arm.
Numerous metals were limited as well as a chronic toxicity test and instream monitoring were recommended.
1988: outiall was relocated to Into main arts of Catawba River and Secondary Limits were recommended. SOC for increased
Industrial flow was requested.
1991: Construction Grants review of outfall relocation to Catawba River mainstem. Speculative letter, (w/Secondary limits)Included
for this relocation.
1993: Speculative letter,(w/Advanced Tertiary limits)included for expansion to 10 mild-textiles as SIU's necessitated high CBOD
converter. Cornix was also run for metals limiting at this facility. WLA re-issued w/Secondary limits.
Toxicity Test
continual Pass at 8%since 1992
Instream Monitoring
numerous instream fecal violations at downstream site, (when upstream site has a lowers count)
hot summer months,(July and August)has percent saturations in the lower 70%'s and middle 60%'s
LIMP
Arsenic: Max.Prod Cw 0.0 x 12 samples below detection level of 5 µgA
Allowable Cw 663 LTMP data
Cadmium: Max.Pred Cw 2.6 x 47 samples below detection level of 2 µg l
Allowable Cw 26.5 maximum value of 2 µgA in Jan&Feb,1996 and Apr&Nov, 1995
Chromium: Max. Prod Cw 0.0 x 51 samples below detection level of 20 µgA
Allowable Cw 663 LTMP data
Copper. Max. Prod Cw 56.0 x 44 samples above detection level of 20 µgA
Allowable Cw 92.8 maximum value of 40 µgA in Jan, 1996 and October, 1995
Cyanide: Max. Prod Cw •22.0 ,, x 50 samples below detection level of 20 µgA
Allowable Cw 66.3 maximum value 20 µgA In September, 1995
Lead: Max.Prod Cw 39.0 x 46 samples below detection level of 20 µgA
Allowable Cw 331 maximum value 30 µgA in March, 1995 - LTMP data
Mercury: Max.Prod Ow , 0.00✓ x 51 samples below detection level of 0.2 µgA
Allowable Cw 0.16
Nickel: Max.Pred Cw 0.0 x 51 samples below detection level of 20 µW
Allowable Cw 1,167 '
Silver. Max.Prod Cw 3.0 x 12 samples below detection level of 4 and 5 µgA
Allowable Cw 0.8 #maximum predicted due to change in detection level - LTMP data
Zinc: Max.Prod Cw 1,260 x 51 samples above detection level
Allowable Cw 663 maximum value 630 µg/I In August, 1995
Selenium: Max.Prod Cw 0.0 x 12 samples below detection level of 5 µgA
Allowable Cw 66.3 LTMP data
Molybdenum Max.Prod Cw 0.0 x 12 samples below detection level of 20 µg/I
Allowable Cw 1,326 LTMP data
SI U's Effluent Considerations
Belmont Dyers (permitted flow 0.300 mgd) custom dying
Belmont Hosiery Mills(permitted flow 0.150 mild) hosiery manuf&finishing-disperse dyes(cotton,orlon,nylon)
Pharr Yams,Inc(permitted flow 1.0 mgd) packaged dyed&spun yam
Spectrum Dyed Yams(permitted flow 1.4 mild) dying&winding of cotton&poly cotton yam
Beltex Dye and Finishing(permitted flow 0.350 mgd) fabric,dyes,&chemicals for cotton

City of Belmont VVMP NC0021181
Upstream 100'above outfall Downstream: 100'below outfall
Date ternperature pH arm la DO Saturation fecal conducWtty fempetature pH anmonia DO Saturation fatal oonductivity
1-Sep-95 27 6.9 0.12 5.8 73% 118 74 27 7.1 0.12 5.5 69% 70 82
&Sep-95 27 6.9 0.11 5.5 69% 16 51 27 7.3 <0.10 5.8 73% 13 96
8-Sep-95 27 6.1 <0.10 6.8 95% 38 71 26 7.0 <0.10 6.4 79% 25 83
11-Sep-95 26 7.3 <0.10 6.3 78% 40 86 27 7.0 <0.10 6.4 80% 12 66
13-Sep-95 26 6.9 <0.10 8.2 101% CfU 69 26 62 <0.10 7.8 96% 220 65
15-Sep-95 26 6.8 <0.01 6.5 80% 29 74 26 6.2 <0.01 6.2 76% 10 84
18-Sep-95 24 6.8 <0.01 6.8 81% >600 73 25 6.7 <0.01 6.7 81% 92 102
20-Sep-95 25 7.0 <0.01 6.6 80% 280 68 25 6.5 <0.01 7.0 85% 52 75
22-Sep-95 26 7.0 <0.01 6.8 84% 33 78 26 7.0 <0.01 6.4 79% 29 79
25-Sep-95 22 7.2 <0.01 7.1 81% 290 69 21 7.3 <0.01 7.0 79% �2c1-,0 76
27-Sep�95 23 6.9 <0.01 7.1 83% C-847 66 23 7.1 <0.01 7.1 B3% 93
29-Sep-95 22 6.5 <0.01 8.3 95% 32 61 23 7.0 <0.01 8.1 94% 38 81
2-Aug-95 27 6.0 0.12 5.1 64% 102 89 26 6.9 0.11 5.5 68% 54 106
4-Aug-95 26 6.4 0.11 4.6 57% 82 127 25 6.1 <0.01 4.9 59% 39 107
7-Aug-95 28 6.9 <0.01 5.3 68% 33 82 27 6.6 <0.01 5.9 74% 8 98
9-Aug-95 27 5.7 <0.01 5.1 64% 16 85 26 7.1 <0.01 5.5 68% 11 97
11-Aug-95 26 6.2 <0.01 5.4 67% 20 75 26 7.0 <0.01 6.0 74% 9 102
14-Aug-95 27 5.9 <0.01 5.7 72% 16 108 27 7.2 <0.01 6.8 85% 5 84
16-Aug-95 28 6.7 0.10 5.4 69% 38 73 27 6.9 <0.01 5.0 63% 24 84
18-Aug-95 29 5.9 0.11 5.1 66% 19 76 30 6.7 <0.01 5.3 70% 13 81
21-Aug-95 29 7.1 0.13 4.6 59% 44 132 28 7.3 <0.01 6.1 78% 4 107
23Aug-95 30 6.9 0.10 4.9 65% 24 90 29 7.0 <0.01 5.4 70% 23 121
25-Aug-95 29 7.0 <0.01 5.0 65% 43 124 28 7.1 <0.01 5.6 72% 8 124
28-Aug-95 24 7.0 0.11 5.8 69% >600 86 24 7.0 0.10 5.9 70% >600 103
30-Aug-95 25 6.7 0.12 4.6 56% d'666> 82 24 6.7 0.12 4.4 52% (gn 109
3Jul-95 26 6.7 <0.01 6.0 74% 112 69 27 6.8 <0.01 5.9 74% 57 72
5Jul-95 24 5.7 <0.01 5.4 64% 76 71 23 6.5 <0.01 5.0 58% 120 70
7Jul-95 26 6.3 <0.01 5.9 73% 21 74 25 6.7 <0.01 5.4 65% 16 76
10JuF95 27 5.9 <0.01 5.4 68% 17 72 27 6.2 <0.01 6.0 75% 14 89
12-M-95 28 6.5 <0.01 5.5 70% 42 71 27 6.1 <0.01 5.5 69`Y> 27 86
14Jul-95 28 6.0 <0.01 5.4 69% 25 73 28 6.0 <0.01 5.7 73% 6 82
17Ju1.95 29 6.2 <0.01 5.4 70% 39 89 29 6.5 <0.01 5.3 69% 6 110
19JuF95 28 6.4 <0.01 5.3 68% 53 97 28 6.6 <0.01 6.0 77% 23 109
21Ju495 28 6.2 <0.01 5.2 66% 29 132 28 6.0 <0.01 5.7 73% 6 117
24Ju495 28 6.2 <0.01 5.0 64% 70 121 28 7.1 <0.01 6.7 86% 8 139
26Ju05 30 6.4 <0.01 4.8 63% 31 80 30 6.3 <0.01 5.7 75% 13 110
28JuF95 30 6.7 <0.01 4.6 61% 25 89 29 6.1 <0.01 4.8 62% 26 99
2Jun-95 24 5.7 0.12 5.3 63% 131 112 25 6.9 <0.01 6.6 80% 12 121
7Jun-95 23 5.9 0.10 5.7 66% 5_`600) 92 24 5.6 <0.01 5.9 70% c6-w-3 81
8-Jun-95 24 6.8 <0.01 5.8 69% 91.8 62 25 6.2 <0.01 6.1 74% 116 81
9Jun-95 26 5.4 <0.01 5.9 73% 73 63 26 5.5 <0.01 5.3 65% 100 72
12Jun-95 26 6.3 <0.01 6.3 78% 76 77 27 5.9 <0.01 6.1 77% 45 91
14Jun-95 25 6.1 <0.01 5.4 65% COM 60 25 5.6 <0.01 6.1 74% C2 - 76
16Jun-% 25 5.9 <0.01 62 75% 25 65 25 7.0 <0.01 6.1 74% 31 90
2OJun-95 24 5.6 <0.01 6.2 74% 300 67 24 6.2 <0.01 6.1 72% 53 99
21Jun-95 25 5.5 <0.01 6.2 75% 64 25 8.4 <0.01 6.2 75% 82
23Jun-95 23 5.9 <0.01 5.7 66% >600 67 25 6.8 <0.01 5.9 71% 480 86
26-Jun-95 25 6.3 <0.01 5.7 69% 80 71 26 7.1 <0.01 5.9 73% 49 73
28Jun-95 26 5.8 <0.01 5.7 70% 86 67 27 6.9 <0.01 5.4 68% 26 79
30-Jun-95 26 6.8 <0.01 5.0 62% 56 74 27 6.7 <0.01 5.9 74% 43 81
4fjD%

March, 1995 through February, 1996
Fadltfy Name= Belmont WWTP
NPDESO= NCO021181
ow(YCD)= 5.0 m d
7010s(cis)- 95.0 cf9
1WC 7.5%
FINAL RESULTS
Arsenic Magmum Value 2.5
Max. Prod Cw 0.0
Allowable Cw 663
Cadmium Mapmum Value 2.0
Max.Prod Cw 2.6
Allowable Cw 26.5
Chromium Marimum Value 10.0
Max. Prod Cw 0.0
Allowable Cw 663
Copper [AI] Mabmum Value 40.0
Max. Prod Cw 66.0
Allowable Cw 92.8
Cyanide Marimum Value 20.0
Max.Prod Cw 22-0
Allowable Cw 66.3
Lead Ma)dmum Value 30.0
Max.Prod Cw 39.0
Allowable Cw 331
Mercury Ma)dmum Value 0.1
Max. Prod Cw 0.00
Allowable Cw 0.16
Nickel Mapmum Value 10.0
Max.Prod Cw 0.0
Allowable Cw 1,167
Silver [AL] Mabmum Value 2.5
Max.Prod Cw 3.00
Allowable Cw 0.80
Zinc [AL] Mabmum Value 630.0
Max. Prod Cw 1,2W
Allowable Cw 663
Selenium Mabmum Value 2.5
Max. Prod Cw 0.0
Allowable Cw 66.3
Molybdenum Mapmum Value 10.0
Max.Prod Cw 0.0
Allowable Cw 1,326

LONG TERM MONITORING PLAN.REQUEST FORM
FACILITY: City of Belmont WWTP
NPDES NO.: NCO0211 81
EXPIRATION DATE: 8/31 /96
REGION: MR0
P&E;REQUESTOR: USfeven�Fellei„� :;
PRETREATMENT CONTACT: Mike Blasberg
DATEOFREQUEST 4/22/95
INDICATE THE STATUS OF PRETREATMENT PROGRAM:
1) THE FACILITY HAS NO SIU'S AND SHOULD NOT HAVE PRETREATMENT LANGUAGE.
2) THE FACIUTY�A OR IS DEVELOPING A PREATREATMENT PROGRAM.
3) ADDITIONAL CONDITIONS REGARDING THE PRETREATMENT PROGRAM ATTACHED.
io
a�
PERMITTED FLOW: Presently 5 MGD
% INDUSTRIAL 64 '-;-
%DOMESTIC 36
c.--
Pretreatment Unit Staff (Region)
Bo McMinn (WSRO, FRO) Dana Folley (FRO, WaRO)
Melanie Bryson (ARO, WiRO) Mike Blasbera (MRO)
MoH i7WL F&A $6� RPArtA
155 Al
FcaN Asa At LET Mr- I� p✓
Cr Se '� rau Nay
t'�tUtt4LY @ Er=FLUE+?• ,�n,,✓zE ,,.,K
pb � xd,. 593
leg
c�

March,1005 through February,1006
Pam w. Arsenic P.m . Cadmium .Chromium Pararnerarm Copper iAQ
Sf.n . 50 Pyl Standard. 2 Vol Stanbrd- 50 µprl SmndaN- 7 PO
n BDL-12DL'612DL RESULTS n BDL.I2DL '612 OL RESULTS n BDL.I2DL'612DL RESULTS n BDL-12DL•il 12 DL RESULTS
1 2.5 Std Dev. 0.0 1 2 Feb06 Std Dev. 0.3 1 10 Sid Dev. 0.0 1 20 Std Dev. 8.1
2 2.5 Mean 2.5 2 1 Mean 1.1 2 10 Mean 10.0 2 10 Mean 22.9
3 2.5 C.V. 0.0 3 1 C.V. 0.3 3 10 C.V. 0.0 3 20 C.V. OA
a 2.6 4 1 a 10 4 20
5 2.5 5 1 5 10 s 20
0 2.5 Mutt Factor- 0A s 1 MLA Factor- 1.3 a 10 Mue Facor. 0.0 a 10 Mue Facto- I
2.5 Max Value 2.6 µW 7 2 Jan-66 Max Value 2A pW 'r 10 Max Value 10.0 pW 1 40 Jan-66 Max.Value 40.0 µW
a 2.5 Max Prod Cw OA µW a 1 Max.Prod Cw 2.6 PW a 10 Max Prod Cw OA PW a 20 Max Pmd Cv 66.0 pW
2 2.5 Allowable Cw 663 µW o 1 Allomble Cw 26.6 pW a 10 Nim"ble Cw 663 pW 2 20 Allowable Cw 62A pW
10 2.5 10 1 13 10 10 30
11 2.5 11 1 11 10 11 20
12 2.5 12 1 12 10 12 10
13 13 1 13 10 13 30
14 14 1 ' 14 10 ' 14 30
1s 13 1 15 10 1s 20
1e to 2 Nov-06 to 10 16 20
11 11 1 11 10 11 20
13 is 1 Is 10 1s 30
10 12 1 10 .10 12 40 Oct-06
w 20 1 20 10 20 20
21 21 1 • 21 10 ' 21 30
2z zz 1 22 10 2z 40
z3 z9 1 0 10 as 30
24 24 1 24 10 24 30
25 0 1 2s 10 23 30
26 26 1 2e 10 a 20
n n 1 n 10 21 40
28 28 1 2e 10 26 20
22 so 1 zo 10 22 30
30 w 1 w 10, 30 30
31 31 1 31 10 31 10
w w 1 3z 10 3z 20
33 39 1 as 10 33 20
N 3i 1 3a 10 3. 10
35 35 1 35 10 33 20
3e 3e 1 as 10 3e 20
31 3] 1 31 10 31 10 '
3e se 1 38 10 3e 30
w a2 1 as 10 30 20
w w 1 0 10 0 20
a u 1 41 10 a 20
az 42 i 4 10 a2 20
'a 0 2 Apr-96 a3 10 w 10
N M 1 N 10 N 20
N N 1 u 10 45 30
M N 1 ae 10 N 20
N N 1 n 10 a 20
N M 1 b 10 N 20
42 N 1 w 10 N 30
w w 1 w 10 w 20
51 st 1 51 10 st 30
veoroe

March,1996 through February,1996
a..#.. Cyanide Pvwn4W. Lead W. Mercury Pw. Nickel
Slendxd. 5 aW SWdwd. 25 aW Sra awa. 0.012 {iW SleIcWm. SS xW
n BDL.I2DL 'e 12 DL RESULTS n BDL.I2DL 'A 12 DL RESULTS n BDL•12DL•a 12 DL RESULTS n BDL.I2D1-•612 DL RESULTS
1 10 Std Dev. 1.4 1 10 Std Dev. 3.8 1 0.1 Std Dev. 0.0 1 10 Std Dev. 0.0
2 10 Mean 10.2 2 10 Mean 11.2 2 0.1 Mean 0.1 2 10 Mean 10.0
3 10 C.V. 0.1 3 10 C.V. 0.3 3 0.1 C.Y. 0.0 3 10 C.V. 0.0
4 10 4 10 4 0.1 4 10 '
3 10 5 10 5 0.1 5 10 '
a 10 Mutt Factor. 1.1 a 10 Mutt Factor. 1.3 6 0.1 Mutt Factor. OA a 10 Mul Factor. 0.0
7 10 Max Value 20.0 aW 7 10 Max.Value 30.0-pyl 7 0.1 Max.Value 0.1 uW 7 10 Max.Value 10.0 pW
e 10 Max.Prod Cw 22.0 40'l a 10 Max Prod Cw 39.0 go a 0.1 Max Prod Cw OAO go a 10 Max.Prod Cw 0.0 po
9 10 ' Allowable Cw 66.3 yW o 10 Allowable Cw 331 aW a 0.1 Allowable Cw 0.16 po a 10 Allowable Cw 1,167 pW
10 10 10 10 10 0.1 10 10
1t 10 1t 10 1t 0.1 11 10
12 10 12 20 Dec-96 12 0.1 12 10
13 10 13 20 Nov-96 1s 0.1 13 10
14 10 14 10 14 0.1 14 10 '
15 10 13 10 to 0.1 15 10
1e 10 le 10 fa 0.1 1e 10
17 10 17 10 17 0.1 17 10
1E 10 18 10 1e 0.1 1a 10 '
1e 10 1a 10 1e 0.1 19 10 '
20 10 20 10 20 0.1 20 10 '
YI 10 21 10 21 0.1 21 10 '
22 10 2z 10 22 0.1 22 10 '
m 10 z7 10 23 0.1 23 10
v 10 24 10 24 0.1 24 10
25 20 SeP05 25 10 zs 0.1 25 10
2e 10 2e 10 25 0.1 25 10
a 10 n 10 n 0.1 a 10
ore 10 2e 10 25 0.1 W 10
za 10 2e 10 2e 0.1 20 10
30 10 W 20 Aug46 W 0.1 30 10
31 10 31 10 31 0.1 31 10 '
W 10 32 10 32 0.1 W 10
33 10 W 10 33 0.1 33 10 '
34 10 U 10 3r 0.1 9r 10 '
36 10 W 10 W 0.1 33 10 '
3e 10 35 10 35 0.1 W 10 '
3r 10 37 10 37 0.1 37 10
3a 10 W 10 3e 0.1 35 10 '
3e 10 3e 10 3e 0.1 30 10
40 10 40 10 40 0.1 46 10
41 10 41 10 41 0.1 41 10
42 10 42 10 42 0.1 4z 10 '
43 10 43 20 Al u 0.1 43 10 '
w 10 N 10 a4 0.1 N 10 '
45 10 4s 10 43 0.1 45 10 '
4e 10 4e 10 4e 0.1 46 1D
47 10 47 30 Mar-95 47 0.1 47 10
4e 10 b 10 b 0.1 b 10
u 10 4e 10 w 0.1 46 10
50 10 W 10 Se 0.1 30 10
51 10 51 10 51 0.1 31 10 '
4I30/06

March,1995 through February,1906
.ear.Sher [AL) w.Z1w [AL] P.w. Selenium rvm.w.molybdenum
smndard. 0.06 vi b7.mYro. 50 µo sana.ro. 5 99A sr.ro . 100 µan
n BDL.I2DL'll12 DL RESULTS n BDL-12DL'il 12 DL RESULTS n BDL.I2DL 912 DL RESULTS n BDL.I2DL•012 DL RESULTS
1 2 Sid Day. 0.3 1 80 Sid Dev. 86.6 1 2.5 Sid Dw. 0.0 1 10 Sid Dev. 0.0
2 2 Mean 2.3 2 69 Mean 111.5 2 2.5 Mean 2.5 2 10 Mean 10.0
3 2 C.V. 0.1 3 95 Feb-96 C.V. 0.0 3 2.5 C.V. 0.0 3 10 C.V. 0.0
4 2 4 80 4 2.5 4 10
5 2 e 96 5 2.5 5 10
5 2.5 Mint Factor. 1.2 6 105 Mutt Factor. 2.0 a 2.5 Mutt Fedor. 0.0 a 10 MuO Factor. 0.0
7 2.5 Max.Value 2.5 Mi 7 213 Jan4B6 Max.Value 630 pan 7 2.5 Max.Value 2.5 µyl 7 10 • Max Value f0A µ95
a 2.5 Max Prod Cw 3.0 µyl a 139 Max Prod Cw 1,260 µ94 5 2.5 Max.Pred Cw 0.0 µas a 10 Max Prod Cw 0.0 µ9r1
9 2.5 ' Allowable Cw 0.8 µ61 9 144 Allowable Cw 663 µg9 a 2.5 Allowable Cw 60.3 µyl 0 10 ' Allowable Cw 1,326 µ91
10 2.5 to 94 10 2.6 to 10
11 2.5 11 108 11 2.5 11 10 '
12 2.5 12 318 Dec-96 12 12
13 13 115 13 13
14 14 146 14 14
15 15 125 1s 15
is 1e 130 to to
17 17 82 17 17
16 18 105 to is
19 19 93 10 to
20 20 82 20 20
21 21 90 21 21
2z 2z 104 n a
23 23 77 23 23
24 24 67 24 24
25 23 62 25 25
?0 2e 50 2e 29
n n 93 n a
ze ze 102 a 29
20 29 630 Aug-96 w 20
30 30 150 30 30
31 31 186 31 31
32 32 130 32 32
.� 33 105 33 31
34 34 45 3r 3s
M 33 102 35 35
35 35 82 30 35
37 37 73 37 37
as 3a 48 3B as l
30 3D 104 30 30
40 40 72 M 40
41 41 84 41 41
42 42 80 42 42
49 43 55 43 43
44 H 67 M M
45 43 86 u 4s
45 4e 109 4e 46
47 47 88 47 O 47
45 49 83 as 45
40 49 85 49 49
so an 85 50 50
51 51 94 51 51
4/3W03

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Date : -M— h l eer
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Cat Ig1 C+_ pot n 7 M41p qnd + i
Travel 0 . 3 mil - and t, left nntn Fa.rkr3ale Dr mi;� T.7r,71V
G L1y_nh`__p ?lint /c Li St for all di Charge an_n+c • _
Litif-ude : ZC " I1 , 331,
Lon,=tud_- : S, , nn , 531,
Attach aa USC;c map ao+ r__n+ n,' _ndi _ai— treatment 1 =n4- c_+p
L"+
and fl__r.h_ar:,p nnip+ on map .
7 • Citp ci .,p and ci ,n area r,nnc_c+cni wi th .,1 ati on :
v_pc Thprp _c � 4,74 }i.,n •rp> ?vai 7 ohl
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h . Ai ,er pa--" and Subba_i NT, a ..ha n^.n^,yr'
!` . D _ _. . hp _ _~':, Stream feR t..r_s .n.7
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_secondary _ r
ea+inn and r _ _i _ fr _nt bodily
rpnt.gr.t � Although *hero are r.1.atar intakes for
the (, . ,+nnf .?__.riia,-,.e there are
aAOT TT _ 7,FC(`ATATTr)M nP -)TC(.UMne r nWr, 7lJ7S_Tj. 7W T.Tn'1 a
1 . V-1ume of Waste..ratp
h i7l.a+ __ +he fr_•_ _ _n+ p--TT tt-A r a _n1 G n Mr`P
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ATC_ iea i the i i _L`s two Jearg DT _
11ec.^r; n+ r.n_nn Of * �. ..1het 3^+ i �l ll. nct_L1nteA
_WNT f� + ' ties . eThe __._S+i._', WW facilities Waist of
dual _nfll,en+ ar _ -YeenS /nne ..._^haniral 1 , caustic
dditinr_, flow -de_ t_. patrrshall flume a it
dut 1 = rat cn. .b-a-sin.c. with mechanical
( float n,) ae ator Anal �condary
.1, c; n o r na r chr.=l 11 _ff;l �or,ee. p +eF 1 , e�,t emnt tith recorder, ill i ae_ _. _fl .eawl _ _ _
sl ,l(',.e digesters , _-, ae-rated sludge holding t?,nL .
sl
tard 1 .-r ge r?+ n and il�rt h ns
f . De.^.r=^t4on of proposed WWT f.a,nilitie nrf>;,
A^ssil,le toxic i.mpac.tS to surface ..�2+era ; M1,4
facility Passed a pairp.
_all re7 tnv_r; y tests f t ..r tha
n a s t _ y ___s . _ _ _ __
h ore+ re?tme.,t �r.,J.-3m / 7nTCTs r;n11,\ pi..,rn...e.7
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no Three-
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with runs+ ,-_•..t, --- n'- -"- -
F,tn,r1- ant hl ; mnn'_p o . r-
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^'}_e r{ i , n� ❑mot .., ni r.o..tloc+ c _ ____..-_ ,c In 7, + _ -M4
There" were changes to the existingrWT.lTD _i ih - - - ..- + t .=+
Y enP !e^ the t�r nl c f- _+in
ashen _n, f- -,.. a ('7 ,=- r -— + �1 _�� 77' ( rating, =n _e+ 1 .
H vdr?U1 _ _ 311 , th.e WWTv is able t0 tr -o+ the 5 . 0 MC,.-., rlcc-rn
Volume while operating only one of +he t,.r• existing > __3`__ _n
iris . aaa_+_ ?i 3e +,arc mac , e11 .-1 rt,lrinr recent l —n
ling de f c ,- iB.^.t t^ Me + + l l.
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rent -.rementE , The mn, qed aer=:io, hasin -_
fu+ .rc nl ant ev 3. c he no
The ('it-.. 11 5 1r7pn+ i fied —r+ 39 n are-S of ____
- - - - -
tsnrl.af , -- h'- 1,_on made ; n +he- - cli+h ? iddt_ , l
y IT 17^.rk h _.!,, e.7 in the rear fut -
This fanil ity rcnci ,res a cig firant .a-.0 nt ^f 1 ^_ in _t
4nf1 L'Pnt � wh4ch i E ..n+ s`bSt a +yol l remo,•.ed
_rest . S,oh he_nn the os n tmn nt I^,''. l 3n _3n;i_`ia+p F.,_ _.
1
nrr�r;�a,o rl r.nt (,.y ^10P.1 t(nri nQ - ^�r.�m i1,�+ ,.loy he - omen+ e.7 h.- +11p
of the l,1Ln_' ;_+_ i_c r nar._._-,,m—de_d
+'n�+ +he iS^ilCC e7o r •,; + ..,e.-1