DWQ-2025-003203

pu,. March 17,2025
Time In Time Out
Facility Name Timponosos SSD \ AruTP
Mailing Address PO Box 923
American Fork, Utah 84003
E-mail
contacr/Title Richard Mickelsen, District Manager
BIOSOLIDS F'ACILITY INSPECTION
GENERAL INFORMATION
trn
GPD
Reason for Inspection: I Routine lComplaint
Type of Facility
I Approved Pretreatment Program
trn
POTWFIow> I MGD
Domestic Wastewater Treatment Works > 2000
Other
Reuse Effluent (other than at facility)
Method of Solids Disposal
! Land Application (beneficial use)
E euk Ag Land _%Compost %o
Other %
pnon" (801) ffi Surface Disposal
Discharge permit # UT0023639
En Landfill
Transferred to Another Facility
Biosolids permit # UTL023639
Dan Griffin/State
PERMIT VERIFICATION
trvINEN/A l. Are 40 CFR Part 503 sludge use and disposal requirements contained in:[NfofS Permit?
lNeOfS Sludge Only Permit?
EPA REGION 8 General Permit?
EPA Region 8 Individual Permit?
Encn,q Subtitle C permit?
Effective date(s) of applicable permit 07t08t2020 06t30t2025
2 Annual Sludge Production 6108 (mt/yr,T/yr) last calendar year 2024
tr V n N n N/A 3. Are number and location of disposal sites/activities described in permit or approved management plan?
RECORDKEEPING AND REPORTING EVALUATION
tr V tr N n N/A 4. Are records available for all use or disposal practices?
XI V tr N n N/A 5. Are the number and location of sludge disposal sites available? (i.e., location maps)
tr V tr N n N/A 6. Are self-monitoring data available for all regulated pollutants?
I V n N I N/A 7. Are Pathogen and Vector Attraction Reduction method desqiptions and certiflcation statements
available?
I v I N ! N/A 8. Are accurate records of sludge volume or mass maintained, where appropriate?
tr V n N E N/A 9. Are self-monitoring activities conducted at required frequencies? (See Figure-l)
Page 1 ofll
FIGURE - 1 FREQUENCY OF BIOSOLIDS SAMPLE COLLECTION AND ANALYSIS
RECORDKEEPING AND REPORTING EVALUATION CONTINUED
EvlN!Na lo. Are sludge records maintained for at least 5 years?
Maintained by facility Maintained by Contractor Other
Concentration of each pollutant
Certification for both Pathogen and Vector Attraction Reduction
Description of how Class A/B requirements are met
Description of how Vector Attraction Reduction requirements are met
EvfNEN/A
! Description of site restrictions (if applicable)
! Site locations, area, date,time and amount of sludge applied (if applicable)
1 l. Are sludge data reported to the appropriate regulatory authority?
If so, how often? Annualy
SLUDGE SAMPLING AND ANALYSIS EVALUATION
8 V n N n N/A 12. Are sludge sampling locations appropriate for obtaining a representative sample?
I V n N E N/A 13. Is sampling equipment adequate?
Sample collection procedures:
Sample volumes obtained?
Preservation techniques used?
Types of Containers Used?
Samples analyzed, in the appropriate time frames?
nn
! Adequate number of samples to obtain a representative sample?
fl Sampling and Analysis Plan Available?
I V n N E N/A 15. Are results reported on a dry weight basis? If no, how?
8 v n N n N/A 16. Were percent total solids analyzed?
tr V n N n N/A 17. Are chain-of-custody procedures properly employed?
I V n N n N/A 18. Are chain-of-custody records available on site?
GENERAL SLU DGE PROCESSES
Describe the sludge process control at the facility
n V n N n N/A 20. Does the facility have sludge back-up units/equipment? Describe
Minimum Frequency of Monitoring (40 CFR Part 503.16, 503.26. and 503.46)
Amount of Biosolids Disposed Per Year Monitoring Frequency
Dry US Tons Dry Metric Tons Per Year or Batch
>0to<320 >0to<290 Once Per Year or Batch
>320to < 1650 > 290 to < 1,500 Once a Quarter or Four Times
> 1,650 to < 16,500 > 1,500 to < 15,000 Bi-Monthly or Six Times
> 16,500 > 15,000 Monthly or Twelve Times
Page 2 of11
w X N ! Nle 21. Does the facility have adequate storage capacity (>30 days)? Describe
Ft nN ! N/A 22. Arethere contingency plans for sludge disposal? Describe
il"lNlN/A 23. Is the solids handling operation adequate to manage volume of sludge? Explain
LAND APPLICATION OF BIOSOLIDS
1. Biosolids Beneficial Use practice(s)
n gutt biosolidsnnT
Bulk material derived from biosolids
Sold or given away in bag or other
Other
2. Biosolids or material derived land applied to:
Agricultural Land
Reclamation Site
! Lawn or Home
!Foresttr puutic ite (park, golfcourse, etc.)
Other
8 V n N [l N/A 3. Are pollutant concentrations below ceiling concentration values shown in Figure 2 Below (Table I)?
tr V n N n N/A 4. Do monitoring results show pollutant concentrations below limits in Figure 2 Below (Table III)?
FIGURE 2. POLLUTANT LOADING LIMITS
PATHOGEN CRITERIA
5. Classification of Biosolids with respect to Pathogens:
nClasse EClassB IUnknown
nvtrNEN/A 6. Are the appropriate Class A or Class B Pathogen Reduction requirements being met for the disposal
practice?
Class A requirements must be met when bulk biosolids are sold or given away to the public for lawn or home garden use or
when bagged or containerized (one metric ton or less) biosolids are sold or given away. Also, Class A requirements or Class B
Page 3 of11
Pollutant (40 CFR Part 503.13) Dry Mass Basis
Heaw Metals Table I Table2 Table 3 Table 4
Ceiling Concentration
Limits, (me/ke)
Cumulative Pollutant
Loading Rates, (ms/ha)
Pollutant Concentration
Limits. (me/ke)
Annual Pollutant Loading
Rates, (me/ha-yr)
Total Arsenic 75 4l(37 lbs/ac)4l 2.0
Total Cadmium 85 39(35 lbs/ac)39 1.9
Total Copper 4,300 1.500(1.335 lbs/ac)I 500 7.5
Total Lead 840 300(26E lbs/ac)300 l5
Total Mercury 57 l7(15 lbs/ac)17 0.85
Total Molybdenum 75
TotalNickel 420 420(375lbslac\420 2l
Total Selenium 100 100(89 lbs/ac)100 5.0
TotalZinc 7,500 2.800(2.500 lbs/ac)2800 140
requirements with appropriate site restrictions must be met when bulk or bulk derived material from biosolids is applied toagricultural land, reclamation sites, forests or other public contact sites.
7. Indicate which method is used to meet Class A or Class B requirements:
Class A Class B
A-l Time and Temperature
A-2 Alkaline Treatment
A-3 Prior Testing (EV & VHO)
A-4 No Prior Testing (EV &VHO)
A-5 PFRP
f] n-0 Equivalent PFRP
CLASS A RECORDKEEPING CHECKLIST (SKIP IF CLASS B)
Alternative A-l Time and Temnerature
Analytical results are for density of:
E e-t Fecal Coliform < 2,000,000 MPN or CFU
B-2 PSRP
B-3 Equivalent PSRP
! Salmonella sp. Bacteria (#/4 g) OR
Z.lyo ZrlN %OC OF
I uln
! Fecal Coliform (MPN)
Time temperature maintained _ Days Hours Minutes
Alternative A-2 Alkaline Treatment ENra
Analytical results are for density of: ! Salmonella sp. Bacteria (#/4 g) OR ! Fecal Coliform (MpN)
trtrtr
nnnn
Sludge percent Solids
Sludge temperature
Sludge pH (logs of pH from beginning, middle
Time pH maintained > l2 (minimum 72 hours)
and end of treatment) >12 S.U
Hours
Logs of sludge t€mps from beginning, middle, end and hourly - Minimum 12 hours > 52"C (125.6 "F)
Percent solids in sludge after drying _ > 50yo
Alternative A-3 Prior Testins E Nre
Analytical results are for density of ! Sahonella sp. Bacteria (#/4 g) OR ! Fecal Coliform (MpN)
Analytical Results (prior to pathogen reduction and, when appropriate, after treatment):
n Density of.Enteric Viruses (l plaque forming unit per + giami of total solids)
n Viabte Helminth Ova (l per 4 grams oftotafsolidJ)
! Oetailed Sampling and Analysis Plan Available
Values or range ofvatues for operating parameters to indicate consistent pathogen reduction treatment
Alternative A-4 No Prior Testine E NIA
Analytical results are for density of: I Salmonella sp. Bacteria (#/4 g) OR ! Fecal Coliform (MPN)
! Analytical Results (prior to pathogen reduction and, when appropriate, after treatment):n Density of Enteric Viruses (l plaque forming unit per + giami of total solids)
E Vlabte Helminth Ova (l per 4 grams of totafsolids)
! Oetailed Sampling and Analysis Plan Available
Alternative A-5 Process to Further Reduce Pathoeens (PFRP) E NIA
Heat Drying nNle
Analytical results are for density of: ! Salmonella sp. Bacteria (#/4 g) OR ! Fecal Coliform (MPN)
Moisture content of dried sludge _ < l07o
Logs documenting temp of sludge particles or the wet bulb temp of gas in contact is > 80'C (176 "F)
(continuous reading or once per shift, minimum 2 readings per day)
n
Page 4 of11
Thermophilic Aerobic Digestion n UIA
Analytical results are for density of: ! Salmonella sp. Bacteria (#/4 g) OR E Fecal Coliform (MPN)
n Dissolved oxygen concentration in digestertr Temperature logs 55 oC <:> 60 "C (131 oF <:> 140'F)tr Mean Cell Residence Time (MCRT) l0 days running average
-
days (see equations below)
For complete mixed, constant feed & withdrawal with decanting: 0, - u"
qcq
v : reactor volume q : flow rate leaving cv : concentration of solids in reactor
Cq: concentration of solids in existing sewage sludge 0n: MCRT (running average solids residence time)
For batch withdrawal, daily step feeding and decanting: 0n = t!:::)
' t(6s)
^ X(Vi*Ci*Ti)Ull=--#E(Vi*Ci)or
6s: an increment of sludge solids that leaves the reactor 0: time period this increment has been in the reactorVi : volume of daily batch feed (incremental) to digester Ci: average concentration of solids in daily feed stream
Composting n Nle
Analytical results are for density of: ! Salmonella sp. Bacteria (#/4 g) OR ! Fecal Coliform (MPN)
composting method: ! windrow I static Aerated pile ! within -vessel I other
! Temperature logs: > 55'C (131 'F) for 3 days if within-vessel or static aerated pile method
(continuous reading or one reading per shift, minimum 2 readings per day)! Temperature logs: > 55'C (131 "F) for l5 days if windrow method
(one reading per shift, minimum 2 readings per day)
! Records of pile turnings - minimum of 5 if windrow method
Gamma Ray lrradiation n Nle
Analytical results are for density of: ! Salmonella sp. Bacteria (#/4 g) OR n Fecal Coliform (MpN)
nn Gamma ray isotope used
Ambient room temperature log (continuous reading or one reading per shift, minimum 2 readings per day)
(e.g., Cobalt 60 or Cesium 137)
Alternative ,{-6 PFRP Eouivalent lillNlA
Analytical results are for density of I Salmonella sp. Bacteria OR ! Fecal Coliform (MPN)
! Operating parameters or pathogen levels as necessary to demonstrate equivalent PFRP
(must have written approval from EPA Region 8 and the Pathogen Equivalency Committee (PEC))
Records
Documenting Sampling and Analysis for Salmonella sp. Bacteria or Fecal Coliform and Percent Solids
Sampling Records
I Dates and times of samples collected
! Sampling locations documented
n Sample types listed
f] Sample types appropriate
! Sample volumes recorded
! Names of persons sampling recorded
! types of sample containers listed
! Sample containers appropriate
n Vethods of preservation including cooling
! Sampling quality assurance/quality control (QA/QC) available
Page 5 of11
trntr
Analytical Records
nn
Date and time of sample analysis
Name of analyst
Analytical methods used
Analyses and calculation results properly documented or verifiable
All analyses are reported on a dry weight basis
Name of Contract Laboratory, if applicable:
lAnalytical quality assurance/qualify control (QA/QC) available
! Analytical results available
CLASS B RECORDKEEPING CHECKLIST (SKIP IF CLASS A)
Alternative B-l Fecal Coliform Count
I Analytical results for density of fecal coliform collected for each sample
f] Number of samples collected over two-week period (7 minimum)
E Nle
! Geometric Mean Calculation < 2,000,000 MPN or CFU (Standard Methods 9221E or 9222D)
Root of the product of n factor - G.M. : (X, * X, * X, * Xa *...Xn) t'n
Common Log Factor - G.M. : Antilog [(Log1sXl ] Log;sX2 * LoglsX3 ... + LogloXn)/n]
X : Fecal Coliform Density (dry weight basis) n: number of samples
Required Site Restrictions.
n puUtic Access ! Harvesting I Grazing
Alternative B-2 Process to Sienificantly Reduce Pathoeens (PSRP) E NIA
Aerobic Digestion ENle
! Dissolved oxygen concentration profile I total Solids obtained and the feed and withdrawal streams
! Mean Cell Residence Time (MCRT) calculations of sludge in digester (see equations below)
For complete mixed, constant feed & withdrawal with decanting: 0n =H
V: reactor volume q: flow rate leaving Cv: concentration of solids in reactorCq: concentration of solids in existing sewage sludge 0n: MCRT (running average solids residence time)
For batch withdrawal, daily step feeding and decanting:,n _ E(6s*0)
E(6s)
^ X(Vi*Ci*Ti)Hn=-t(vi*Ci)or
6s = an increment of sludge solids that leaves the reactor 0 : time period this increment has been in the reactor
Vi : volume of daily batch feed (incremental) to digester Ci : average concentration of solids in daily feed stream
! Temperature logs - 60 days @ 15'C (59 "F) to 40 days @ 20.C (68 "F)
(continuous reading or once per shift, minimum 2 readings per day)
Required Site Restrictions
n pubtic Access ! Harvesting
Page 6 of11
E Grazing
Air Drying n
Description of drying bed design (sand drying beds, paved, unpaved etc.)
Depth of sludge on drying beds _ (in, ft)
Drying time in days _ > 3 months
Daily average ambient temperature logs (2 of 3 months, ambient temp > 0'C (32 "F)
Required Site Restrictions
! pubtic Access ! Harvesting ! Grazing
n NieAnaerobic Digestion
I total Solids obtained and the feed and withdrawal streams
n Mean Cell Residence Time (MCRT) calculations of sludge in digester (see equations below)
For complete mixed, constant feed & withdrawal with ^ VCvfln=-qcq
Vi : volume of daily batch feed (incremental) to
I Temperature logs - 25 days @35 "C (95"F) to "C (13 l"F) and 60 days @ 20'C (68'F)
(continuous reading or once per shift,2 readings per day)
Required Site Restrictions.
! eublic Access tr f, Grazing
V : reactor volume q : flow rate leaving Cv :
Cq = concentration of solids in existing sewage sludge
For batch withdrawal, daily step feeding and decanting:
6s: an increment ofsludge solids that leaves the reactor
Composting
Composting method: ! Windrow n
Required Site Restrictions.
! pubtic Access I Harvesting
Lime Stabilization
! Raised pH> 12 after 2 hours of contact
Liquid Sludge
n Quantity of Sludge and Alkali
ofsolids in reactor
0n: MCRT (running average solids residence time)
on = j(6ry#^ E(Vi*Ci*Ti)Un=-t(Vi*Ci)
tr Nla
Aerated Pile E Wittrin -vessel f] Other
or
0 : time period this increment has been in the reactor
Ci: average concentration ofsolids in daily feed stream
Temperature logs: > 40 "C (104 "F) for 5 (continuous reading or one reading per shift, minimum 2 readings per day)
Demonstration that for 4 consecutive hours the 5 days the temperature exceeded 55 "C (l3l"F)
Single grab, pH at 0 hr. S.U. @
Temperature of sample oC/oF
! Grazing
nNle
Dewatered Sludge (Cake)
! Quantity of Sludge and Alkali
5 min. composite, pH at 0 hr._S.U.@2 hr._S.U
Temperature of sample oC/oF (temp correction)
hr. S.U
correction)
pH correction for temperature other ltor _ (-0.03 pH Units*(z5ec-TmeasuredeC))
1.0sc
pH new : pH measured - pH
Page 7 ofll
Alternative B-3 PSRP Equivalent ENle
! Operating parameters or pathogen levels as necessary to demonstrate equivalency to PSRP
! Operating parameters or pathogen levels as necessary to demonstrate equivalent PFRP
(must have written approval from EPA Region 8 and the Pathogen Equivalency Committee (PEC)
Required Site Restrictions (see Figure 2 on back of this page)
n Puttic Access n Harvesting
Records
Documenting Sampling and Analysis for Fecal Coliform and
Sampling Records
! Dates and times of samples collected
Sampling locations documented
Sample types listed
Sample types appropriate
Sample volumes recorded
Names of persons
Types of sample listed
Sample containers
Methods of including cooling
Sampling available
Name of
Records
Date and time of sample analysis
Name of analyst
Analytical methods used
Analyses and calculation results properly documented or verifiable
All analyses are reported on a dry weight basis
Analytical results available
Analytical QA/QC available
nntrntrnn
Laboratory, if applicable:
VECTORA REDUCTION METHODS
! V E N E N/A 8. Is a Vector Attraction Reduction method practiced?
One of the VAR methods 1-10 must be used when land applying bulk biosotids to agricultural land, forest, a public contact site
or a reclamation site. One of the methods 1-8 must be used when distributing bulk, bagged or containerized biosolids for
public or lawn or home garden use.
9. Indicate Vector Attraction Reduction Method used
a t - :aX Volatile Solids Reduction
2 - Anaerobic Bench Scale Volatile Solids Reduction
3 - Aerobic Bench-Scale Volatile Solids Reduction
4 - Specific Oxygen Uptake Rate (SOUR)
5 - Aerobic Process
6 - Alkaline Stabilization
7 - Moisture Reduction without Unstabilized Primary Solids
8 - Moisture Reduction with Unstabilized Primary Solids
9 -Subsurface Injection
l0 - Soil Incorporation
VECTOR ATTRACTION REDUCTION RECORDKEEPING CHECKLIST
Option I - Volatile Solids Reduction (VSR)ENla
Log data shoWing VS concentration of raw and withdrawal sludge stream.
Composite sample
Test Method (SM 2540G) for Total Solids and Total Volatile Solids
Holding time and preservation followed (24hrs 4 "C for TVS)
Calculation showing > 387o reduction of volatile solids using the Van Kleeck Equation (see below)
nnntrtrntrnn
VSin-VSoutv.\K =VSin-(V Sin*V Sout)
Page 8 of11
VS;n : Fractional VS in feed stream
VSout : Fraction of VS from bottom stream
Fractional VS : Fraction of VS vs. Total Solids
4
Ontion 2 - Anaerobic Bench-Scale Volatile Solids Reduction
! Description of bench-scale digester
E Nia
nn Temperature logs (at least two per day) showing
l5-100 ml flasks flushed with N2
Log showing results of random test of 5 flasks for TS
Test method (SM 2540c) for TS & TVS
Calculation showing < 17 o/o reduction of volatile
7SR VSin-VSout=_VSin-(V Sin*VSout)
VSln: Fractional VS in feed
VSout : Fraction of VS from
50 ml in each 100 ml flask
between 30 "C - 37'C (86 "F - 98.6 oF)
at0,20, & 40 days
using the Van Kleeck Equation (see below)
stream
Fractional VS : Fraction of vs. Total Solids
Ontion 3 - Aerobic Bench-Scale VS Reduction
! Description of bench-scale digester
ENtn
trnnnntrn
Collection of 12L of sludge by adding distilled water daily) @2%oIf dilution was required, what was
Log showing D.O. at least 2 mg/l
& TVS
effluent)\
Calibration records for D. O. meter
Temperature logs (at least two showing temperature maintained at20'C (68'F)
Log showing results of TS &
Test method (SM 2540G) for
(2 sets every week for 5 weeks)
Calculation showing < 15 o/o of volatile solids using the Van Kleeck Equation (see below)
ySR = vsin-vsout
VSin-(V Sin*V Sout)
VSin:VS in feed stream
of VS from bottom streamVSou, :
Fractional : Fraction of VS vs. Total Solids
El Nre
Collection of sample ml, L, gal.)
Times when samples collected & tests performed (1 hour holding)
D.O. readings for
Temp readings at
samples for l5 minutes or less (0 l5 min)D.O. calibration records
and end ofprocedures emp correction performed if not at 20'C (68'F)
Log showing
Calculations
TS for sludge sample (g/l)Test method (SM 2540G) for TS & TVS
SOUR < 1.5 mgO2lhrlgTS (2 sub samples)Avg. of 7 or more calculations
Test Method SM 10B (Apparatus, Procedure and Calculation), modified by White House Manual (pg. 95)
E Nra
showing aerobic process time _ > 14 days! Temperature (continuous or at least two per day) showing average temperature > 45 "C (l l3 "F) and
minimum temperature > 40 oC (104'F) for 14 consecutive days
Page 9 of11
Ontion 6 - Alkaline Treatment E Nle
Log demonstrating pH > l2 S.U. for 2 hours in every batch
Log showing pH remains > I 1.5 for 22 hours without additional alkali demonstration of adequate mixing)
Test intervals at 0, 2, 24 hows
Amount of sludge treated ., lbs) ! Amount of added s., gal.)
Liquid mixture - grab sample, pH testing in each batch ncate-s composite, several pH tests per day
Option 7 -Moisture Reduction without Unstabilized Primarv Solids E N/A
! Description of method used to air dry the sludge
! Results of percent solids (dry weight)test n Test Method SM 2540G for TS
E NraOption 8 - Moisture Reduction with Unstabilized Primarv Solids
! Description of method used to air dry the sludge
! Results of percent solids (dry weight)test > 90%Z Test Method SM 2540G for TS
Option 9 - Subsurface lniection
! Documentation of compliance (copy of field notes - how
and injection, no significant amount on surface after t hour)! tf Class A - must be injected within 8 hours of discharge
Eil NIe
class A or B, time elapsed between pathogen reduction
pathogen reduction process
Option 10 - Surface Annlication with Incornoration
I Documentation of compliance (copy of field notes -
reduction incorporation)
E Nre
incorporated, class A or B, time elapsed between pathogen
Surface applied must be incorporated within 6 hours placed on the land
If Class A - must be incorporated within 8 hours of scharge from pathogen reduction process
FOR METALS
Sampling Records
ntr Dates and times of samples collectpd
Sampling locations documented 7
Sample types listed /
Sample types appropriate
! Sample volumes recorded
I Names of persons sampling recorded
Types of sample containers listed
Sample containers appropriate /Methods of preservation including,6ooling
Sampling QA/QC available .r
Name of Contract Laboratory, if applicable
nn!nn
RECORDS DOCUMENTING SAMPLING AND
Date and time of sample analysis
Name of analyst
Analytical methods used
Analyses and calculation results properly documented or verifiable
All analyses are reported on a dry weight basis
Analytical results available
Analytical QA/QC available
COMMENTS
Page 10 of11
METALSWORKSHEET
trvEN!Nrn
EvnNlNre
EvtrNENrn
nvtruENra
COMMENTS ^J /3 r"s e /,
If A > B then bulk biosolids or biosolids in a bag or other container CAN NOT be beneficially used
If A
=
C then High Quality (HQ) Biosolids
If A < B then bulk biosolids or biosolids in a bag or other container CAN be beneficially used
If A > C then documentation of site loadings
t
A B C D E
Pollutant
Actual
Sludge
Concentration
me/ke
Table I
Ceiling
Concentration
me/ks
Table III
Pollutant
Concentration
me/ke
Table II
Cumulative
Pollutant
Loading
Rate
ks./ha
Table IV
Annual
Pollutant
Loading
Rate
kelha/yr
Sample
Preparation &
Analytical
Methods
sw-846
Preservation
and Holding
Time
Sample
Type
500 ml
As
6.3
75 4t 4l 2.0 3050/305 1 +
60101706U7060
Cool 4oC
180 days Composite
32
Cd
1.3
85 39 39 1.9 3050/305 l+
6010/713U7r30
Cool 4"C
180 days Composite
5.7
Cu
211
4,300 1,500 1,500 75 3050/305 l+
601017210
Cool 4"C
180 days Composite
403
Pb
22
840 300 300 l5 3050/305 I +
60101742v7420
Cool 4"C
180 days Composite
31.8
Hg
0.59
57 17 l7 0.85 747v7470 Cool 4"C
28 days Composite
15
Mo
13
75 3050/305 1 +
60101748117480
Cool 4"C
180 days Composite
80
Ni
21
420 420 420 2l 3050/305 1 +
601017520
Cool 4"C
180 days Composite
80
Se
8.6
100 100 100 5.0 3050/305 1 +
60101774l/7740
Cool 4"C
180 days Composite
34
Zn
297
7,500 2,800 2,800 140 3050/305 1+
601017950
Cool 4"C
180 days Composite
601
4
e6 0
Page 1l ofll
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