HomeMy WebLinkAbout12) December
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JEFFE.RSONVILLE
WASTEWATER
TREATMENT F ACILI
Monthly Operations Re]:
December, 2003
Prepared for:
Peggy Wilder
February 9,2004
www.geocities.com/emc-lefJ
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Summit Executive Center, Suite 110
4350 Brownsboro Road
Louisville, KY 40207
502,893.4399
ramillermC@bellsouth.net
Robert Ail Miner i
Management Consulting ,
Memo
Date:
City of Jeffersonville Contract Operator Selection Committee
Robert A. Miller ~
February 9, 2004
Contractor Cost Proposals
To:
From:
Re:
This memorandum summarizes analysis of the cost proposals submitted by the four
qualified contractors in the City of Jeffersonville's RFQ/RFP process for the selection
of a contract operator for its sewer treatment and collection system for the period
beginning May 1, 2004 and ending April 30, 2007.
1. Cost Proposals. All of the contractors submitted cost proposals on the form
developed by the City and its Sewer Board.
a. The Louisville and Jefferson County, Kentucky, Metropolitan Sewer District
(MSD) declined to propose or estimate any cost for utilities, proposing instead
a simple pass-through of those costs, whatever they might prove to be. MSD
also reserved the right to adjust its estimate for Collection System fleet cost
b. AquaSource, while providing an estimate of all costs, proposed a pass-through
to the City of actual costs of utilities, chemicals, materials and supplies,
biosolids removal and disposal, Collection System fleet costs and Repair and
Replacement.
c. Environmental Management Corporation (EMC) and American Water
Services, Inc. (American Water) estimated all costs, and pass-through to the
City only of those electricity cost increases associated with utility rate
increases. Both provided a formula (in their specimen contracts) for
guaranteeing an electricity utilization baseline.
2. Specimen Contract Provisions. Three of the contractors submitted specimen
three-year contracts, as requested in the RFP.
Contract Operator Selection Committee
February 9, 2004
Page 2
a. AquaSource proposed a 5-year contract, renewable in five-year increments
over a term of 20 years. This structure appears to have been designed to
permit "recapture" of an unquantified "investment" AquaSource proposes,
because its proposal also alludes to a City buyout of AquaSource's investment
if the City should not renew the contract at the end of the first five-year term. It
is impossible, from the contractor's submission, to evaluate the economics of
this proposal.
b. Of the three specimen contracts submitted, two (EMC and American Water)
provide formulas for CPI adjustment of the contract price. MSD's contract does
not contain a formula for adjustment, but its cost proposal implies an
inflationary adjustment in some categories of expense - most notably
personnel cost.
3. Scope of Services.
a. FTEs: In response to the RFP's request for a count of FTEs each contractor
would employ in carrying out the scope of work, the contractors responded:
i. EMC: 15
ii. American Water: 12
iii. USO: 15.6 explicitly allocated (proposal implies use of additional staff
on as-needed basis).
iv. AquaSource: unclear from the proposal.
b. Plan of Operation
i. EMC proposes continuation of its plan of operation under the current
contract, a plan substantially in conformity with the scope of work
outlined in the RFP.
ii. MSD essentially proposes to integrate Jeffersonville operations with its
metropolitan operati~ns, including staffing, cu~omer relations, logistics,
I eon not +a.k *' Manclal reporting, etc. MSD declines to assume any liability for
OJQ.,f ~ \'\(>r\0-.0l (i t'b f\9.,. property damage suffered by third parties in consequence of sanitary
." ~ \.j sewer overflows. In its response to the RFP, MSD no longer proposes to
. ~vtOr. ~ serve Jeffersonville through a contract with MSD's operating subsidiary.
Contract Operator Selection Committee
February 9, 2004
Page 3
Instead, it proposes to serve Jeffersonville directly, through an interlocal
agreement, as provided for under Kentucky law. Ji I........ ...
- WV\~ o...b.ooJ:- D'\C:X-~ ~
iii. American Water adheres to the basic outline of the plan of operation
contemplated in the RFQ/RFP scope of work, but its specimen contract
proposes significant "Excluded Services, several of which (e.g.,
attendance of contractor's employees outside of regular weekday
hours; shipping and receiving materials and supplies) essential
elements of the scope of work. Presumably, these items have not been
factored into American Water's cost proposal.
iv. AquaSource, as previously noted, includes in its proposed plan of
operation services which were excluded explicitly from the RFQ/RFP
scope of work.
4. Attachments: The attachments provide a comparative analysis of the cost
proposals. Schedule I presents the as-read cost proposals, categorized by major
function. Schedule II presents the cost proposals by line item. Schedule III
compares the cost proposals from high to low, including a line reflecting the
current level of operating cost under the City's contract with EMC.
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City of Jeffersonville
Contract Operations Proposals
List of Clarifying Questions
February 10, 2004
Please respond to the following questions by number. Your response will be due to the Sewer
Board by Monday February 16 at 4:00 PM (Note there will be no US Mail delivery that day).
The same questions are being provided to all respondents. Provide twelve (12) complete copies
of your reply.
1. The RFP stated that proposals were to be valid for 60 calendar days following submission
(Article 6.2). Please advise if your proposal, as submitted on October 22, 2003, is still valid
for 60 days following the date the proposals were opened (January 26, 2004). Please
advise of specific changes (except pricing) to your proposal that are required. Adjustments
to pricing included in the original proposals as a result of the delay in opening the proposals
will not be considered.
2. Please be advised of the following anticipated schedule:
Activity Date
Open proposals January 26, 2004 ...
Discuss Proposals February 9,2004
Send list of Questions February 10, 2004
Reply to Questions Due February 16, 2004
Final Review, Identify Short-list February 23,2004
Notify Short-Listed Companies February 24, 2004
Presentationsll nterviews March 8, 2004
Committee Makes Selection March 8, 2004
Notice Provided to Top Ranked Company March 9, 2004
Negotiations of Contract March 9-19, 2004
Execute new Agreement March 22, 2004
New Contract Begins May 1,2004 (12:01 AM)
3, Be advised the City is currently in design for improVements the the WWTP including addition
of two anoxic zones in front of the Oxidation Ditches, installation of VFDs for two RAS
Pumps, installation of UV Disinfection to replace disinfection by chlorination/dechlorination,
and addition of post aeration by diffused aeration. These changes will be in effect in late
2004/early 2005. Please provide a narrative discussion of how these changes will effect
your proposals.
4. Be advised the City has amended their CSOP to comply with the new requirements of
Section 2 of Title 327 lAC 5-2.1 concerning requirements of public notification. A copy of
Page 1
C:\DOCUME-1 \ADMINI-1\LOCALS-1\TEMPIProposal questions 020904.docC:\DOCUME-1 \ADMIN 1-1 ILOCALS-1 ITEMPIProposal questions
020904.docI02/09/04
"
City of Jeffersonville
Contract Operations Proposals
List of Clarifying Questions
February 10, 2004
this revision is attached to this list of questions. Please provide a narrative discussion of if
and how this new requirement will affect your proposal.
5. Please describe any revisions to your proposed transition plan given the above schedule.
Page 2
C:IOOCUME-1IADMINI-1 \LOCALS-1 ITEMPIProposal questions 020904,docC:IDOCUME-1IADMINI-1ILOCALS-1 ITEMPIProposal questions
020904.docI02109/04
MEMORANDUM
TO:
FROM:
DATE:
RE:
Jeffersonville Sewer Board & Proposal Review Committee
Robert A. Miller, Jorge 1. Lanz, Mark A. Sneve
February 9, 2004
Contract Operations Proposal Review
We have prepared this memo to disclose the past and ongoing business relationships your consulting
team had or has with the companies submitting proposals to the City of Jeffersonville.
Robert A. Miller:
.:. American Water Service, Inc. - None
.:. AquaSource/PSC - None
.:. EMC/BOC - None
.:. MSD - They are a past client.
Jacobi, Toombs and Lanz:
.:. American Water Service, Inc. - They are a current client
~ AquaSource/PSC-NoM
.:. EMC/BOC - None
.:. MSD - They are a current client
PER Engineers/Strand Associates:
.:. American Water Service, Inc. - They are a current client
.:. AquaSource/PSC - They are a past client
.:. EMC/BOC - They are a current client
.:. MSD - They are a current client
We can elaborate on our past and current business relationships if requested.
r.\TV\l""TThK'C'_.l\ A.T\lo.JlThTT_.l\T r\('" h. T ~_.1\'l"1:''hID\').4'.........^....... t"'....... A... D........_~...1 ........,;........ A,"""
sa.
STRANO
ASSOClATES.INC.'""
Ci"'~;C:::;!N::::::GqG
PEH SUBSIDIARY
EXECUTIVE SUMMARY
TO:
FROM:
DATE:
RE:
Rob Waiz, Mayor and Jeffersonville Sewer Board
Mark Sneve, P.~
February 9, 2004
Review of EMC Operations - December 2003
We have completed our monthly review of EMC's operations. The following items summarize the
attached memo:
The WWTP received the following average flows and loadings during the month:
o 118% of design BOD loading,
o 95% of design TSS loading,
o 70% of design ammonia loading,
o 96% of design flow (dry weather data only)
o 113% of design flow (all flow data).
The WWTP did not have any permit violations during December. The activated sludge process is
operating well. Settling appears to be rising, consistent with past cold weather operation. No
correlation between poor settling and higher sludge age is observed this year. All other process
parameters are within acceptable ranges.
Status of Current Projects:
SCADA system - Delta has been working on the installation of the three new rain gauges. The project
is scheduled for completion in January.
Lift stations
- Skyline Acres Lift Station was put into operation during the month. Some controls problems are
being worked out.
EMC Cleaned seven wet wells.
Minor maintenance was performed at several lift stations
Amp draw readings wee taken at five major lift stations.
Pretreatment Program - Annual TTO sampling was preformed on the influent, effluent and sludge.
Everything tested very well.
Preventive Maintenance -
All collection system trouble spots were cleaned.
A total of 11,644 feet of sewer lines were cleaned (9,098 feet in the CSO area).
1,286 feet of sewers were televised during the month.
43 catch basin tops were cleaned and 10 catch basins in the CSO area were vactored.
Preventive flushing at five locations was performed.
EMC greased, cleaned, and operated all CSO gates.
EMC notes the riverside drive main continues to accumulate a large build up of grease each month.
Routine grease trap inspections must be conducted.
S:\@PEH\901--950\944\002\WRD\Review ofEMC\2003\Review ofEMC Operations - December 2003 exec sum.doc\020804
~
STRAND
ASSOCIATES, INC.;
PEH SUBS'OIARV
E:::.h~C;~NF;:::::~S
o Information Only
MEMORANDUM
cg] Project Specific 2,944-002
o Policy Memo - File With
TO:
FROM:
DATE:
RE:
Rob Waiz, Mayor and Jeffersonville Sewer Board
Mark Sneve, P.E~
February 9, 2004
Review of EMC Operations - December 2003
We have completed our monthly review of EMC's operations. The purpose of our review was to
evaluate plant data and operation strategies to verify that EMC is operating the wastewater treatment
plant in the best interest of the City of Jeffersonville.
To complete our review ofthe December operation, we have reviewed the following:
.
Current contract between EMC and the City of Jeffersonville;
EMC's DMR and MOR for December 2003 (received bye-mail 01128/04).
.
Strand Associates, Inc. - PEH Division discussed operating conditions with EMC during the month.
Our review focused on EMC's monthly operation report (MOR). We have produced four pages of
graphs from the monthly data provided (consistent with past monthly reviews).
WWTP Loadings: The first page presents influent mass loadings and influent flows compared to design
values.
. Influent BOD loadings are averaging 118% of the design loading (10,581 Ibid). Four peak
loadings of 30,618, 20,818, 24,714 and 22,718 lblday were observed on December loth, 16th,
23rd, and 29th respectively. These peak-loading events coincided with rain events. There were no
violations of effluent limits as a result of these loadings.
. The TSS loading averaged about 95% of design (10,105 Ibid). Three peak loadings of 30,235,
18,463 and 20,811 Iblday were observed on December 10th, 23rd and 29th respectively. These
peak-loading events coincided with rain events. There were no violations of effluent limits as a
result of these loadings.
. The influent ammonia graph shows daily, 7-day, and 28-day moving average mass loadings. The
NH3-N loading averaged 70% of the design loading (867 Ibid). Peak loadings of 927, 868 and
1,301 lblday were observed on December 16th, 23rd and 29th, respectively. There were no
violations of effluent limits as a result of the~e lQagings.
. The influent flume data has been reported to IDEM as the plant flow since April 1, 2001. The
peak flow capacity of the WWTP is 22.8 mgd and the peak sustained flow capacity is 16. The
average flow during dry weather periods for the month of Dec:;eIllber was 5.00 rngd or 96% of the
plant capacity (5.2-mgd). The average flow during the entire month of December was measured
\\PEHLOUFO 1 \VOL IISDA T A \@PEH\901--9501944\002IWRD\Review of EMC\2003\Review of EMC Operations - December 2003 memo.docl020804
;-
Review ofEMC Operations - December 2003
Page 2
February 9, 2004
to be 5.90 mgd or 113% of the plant capacity (5.2-mgd). The peak daily flow reached 11.07 mgd
on December 23rd, below the "rated" capacity of 16 mgd. Rainfall in December was 3,25 inches,
close to the typical December rainfall of 3,75 inches.
Effluent Quality: The second page of graphs show the plant performance for effluent CBOD, TSS, and
ammonia compared to the weekly average and monthly average effluent limits. The 7-day moving
average (MV A) effluent concentration is used to compare to the weekly permit limit and the 28-day
moving average effluent limit is used to compare to the monthly average effluent limit. December is the
first month of 'less stringent' winter effluent limits, The WWTP did not violate any conventional permit
limits during December.
· Effluent CBOD concentrations were below permit limits.
· Effluent TSS concentrations were below the permit limits.
· Effluent NH3-N concentrations were below the permit limits,
Activated Sludge Process: The third page of graphs shows typical activated sludge parameters.
· The first graph shows the food to mass of volatile organisms (F:Mv) ratio. For extended aeration
activated sludge wastewater treatment plants, the target F:Mv is typically between 0,08 and 0.1.
The activated sludge plant averaged 0.12 for December.
· The next graph shows the sludge volume index (SVI). SVI is an indicator of settleability of the
mixed liquor. SVIs below 150 are not cause for concern. SVI above 150 suggests poor settling
characteristics. SVI levels for the month of December averaged 209 and is on an increasing
trend. This is on the high side and should be monitored. The increase in SVls is characteristic
of winter-time operation. EMC remains prepared to add polymer to their final clarifiers if
necessary.
Ii The next graph shows the organic loading rate for the oxidation ditch activated sludge process.
Your activated sludge process was designed with an OLR of 15-lb BOD/dayll 000 cf. The 28-
day running average OLR varied between 8.4 and 43 throughout the month, The high end is
attributed to the high influent BOD following rain events. The average OLR was 18 lb
BOD/day/lOOO cfwhich is higher than usual due to the extreme loadings noted.
· The next graph includes the solids loading rate (SLR), a measure of the mass of solids in the
influent to the clarifiers. "Ten States Standards" limits the solids loading rate to less than 35
Ib/d/sf of clarifier surface area. The chart shows the daily, 7-day MV A and 28-day MV A SLR.
The SLR has been averaging about 17-lb/d/sf with a daily peak of 23-lb/d/sf for the month of
December. We have included a chart that shows the daily SVI and SLR data versus the curve
from WEF MOP 8 and a curve specific to the Jeffersonville plant. This Jeffersonville curve was
created by reviewing data from peak wet weather events over a three-year period as part of the
CSOP update. Operation above this curve has resulted in effluent TSS violations. The chart
demonstrates that the plant is generally operating below the "textbook" and Jeffersonville curves.
· The next plot is for mixed liquor suspended solids (MLSS in mg/L). The MLSS concentration of
the activated sludge plant varied between 3,160 and 3,980 mg/L averaging about 3,560 mg/L.
Typically MLSS ranges from 2,500 to 4,500 mg/L for the extended aeration process and these
results fall well within this range. EMC no longer targets a MLSS concentration to control the
process; they now target a constant sludge age. In the past, when the MLSS concentration
dipped below 2,000 mglL the nitrification process was affected.
MAS:kdb\\\PEHLOUFOI IVOLl\SDATA\@PEH\901-950\944\002\WRDIReview ofEMC\2003\R.eview of EMC Opel'lltiolls ~December 2003 memo.doc\020804
Review of EMC Operations - December 2003
Page 3
February 9, 2004
.
The next graph shows the mixed liquor volatile suspended solids (ML VSS in mg/L) ML VSS has
been varying between 2,180 mg/L and 2,750 mg/L with an average of2,430 mg/L. This range is
reasonable, The ML VSS shows the same trending as the MLSS graph. The historical minimum
ML VSS to sustain complete nitrification appears to be 1,800 mg/L based on previous operational
data,
The next graph shows the yield of solids from the activated sludge process. The yield is defined
as the pounds ofTSS produced per pound of BOD removed. For an extended aeration activated
sludge plant, a yield between 0.8 and 1.1 is reasonable. Your plant had the 28-day moving
average yield of 0,66, a lower number than typical.
The last graph shows the Sludge Age, a measure of the average time a microorganism spends in
the activated sludge system, We recommended that the activated sludge process be operated to
maintain a constant sludge age rather than a constant MLSS. The average sludge age during the
month was 20 days with the targeted sludge age being 22 days,
.
.
In summary, the activated sludge process is performing well (BOD, TSS, and NH3-N removal). The
average SVI levels began increasing in November. We recommend adding an anoxic zone preceding the
oxidation ditch to improve the poor settleability of the sludge observed in early 2000, early 2001, late
2001, early 2002 and again in early 2003. Such a tank could be added during a major reconstruction
process, due to the need to disrupt process flow. In the interim, EMC may be able to operate aerators at
low speed for times to create anoxic conditions; this should be initiated with great caution as evidenced
by the increasing effluent CBOD concentrations when attempted in mid-August 2000, The proposed
anoxic one (or selector tank) is under design now.
EMCs Monthly Proiect Status Report (according to EMC's January 28, 2004 letter):
SCADA system
· SCADA system - Delta has been working on the installation of the three new rain gauges, The
project is scheduled for completion in January.
Lift Stations
. Skyline Acres Lift Station was put into operation. There have been some controls problems at
the station and we are working with the contractors to modify the station,
. JTL is going to re-bid the magnolia lift station project.
. The following lift station wet-wells were cleaned: Golfview, Cedar view, Colonial Park, Middle
School, Creek Stone, Happy Valley, and Louise Street
. The crew replaced the spline coupling on the number one pump at the Ewing Lane lift station.
. Transducers were cleaned and inspected at the three major lift stations.
. Full load amps were checked at Mill Creek, Spring Street, High Meadows 2, Utica 1, and loth
Street lift stations. All checked fine.
Pretreatment Program
. Annual TTO sampling was preformed on the influent, effluent and sludge. Everything tested
very well.
. No Industrial Permits were renewed and no industrial sampling was conducted.
MAS:kdbll\PEHLOUFOI\VOLlISDATAI@PEH\901--95019441002IWRDIReview ofEMCI2003IReview ofEMC Operations - December 2003 memo.docI020804
Review ofEMC Operations - December 2003
Page 4
February 9, 2004
Maintenance
· The collection crew televised one tap location,
· The collection crews vactored and cleaned 10 Catch basins in the CSO area as part of our annual
preventive maintenance program.
· Preventive flushing on Kewanee, Chippewa, 700 Block of Martha Ave, New Albany-
Charlestown Pike from Wilson Elementary to Scoot Road, and Riverside Dr in front of
Rockey's.
· EMC greased, cleaned, and operated all CSO gates. All nine gates are operating well.
· All monthly collection system trouble spots were cleaned.
· A total of 11,644 feet of sewer lines were cleaned (9,098 feet in the CSO area).
· 1,286 feet of sewers were televised.
· 43 catch basin tops were cleaned.
Observation and or Concerns:
· The riverside drive main continues to accumulate a large build up of grease each month. Routine
grease trap inspections must be conducted.
cc: John Toombs / Jorge Lanz, JTL
Tim Crawford, EMC
Jack Jordan, Sewer Board
Jeffery Caldwell, Sewer Board
Attachments
2-944.002/CS
MAS:kdb\\\PEHLOUFOIIVOLI\SDATA\@PEH\901--950\944\002\WRDlRevieW ofEMC\2003\Review ofEMC Operatiolls - becernber 20()3 memo,doc\020804
Jeffersonville WNTP
Influent BOD, Ibid vs. Design Loading
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28 d MVA.... .... Design Loading
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City of Jeffersonville
Summary of Ongoing Public Works Projects
PEH Engineers
February 9,2004
I, Development and Implementation of Technically-based Local Limits
.:. EPA approved new limits, waiting to impose on regulated industries
.:. Presented proposed ordinance revisions, awaiting the legal process of adopting modified ordinance
2, Monthly Review of WWTP Operations
.:. WWTP is operating well; settling gradually getting worse
.:. December review is complete and submitted for the February 9 Sewer Board meeting
3, Sludge Application Study
.:. On hold for data collection (flow and sludge concentrations)
4. Long-term CSO Control Plan
.:. NPDES permit requirement, due 4/04 (Revised per IDEM in letter July 17,2003)
.:. Modeling with XPSWMM continues, Model has been constructed, calibrated and validated.
.:. ORSANCO Louisville area wet weather demonstration model was expected in faU 2002 and report was due in May
2003, We received a draft of Sections 1-5 of the ORSANCO report on January 7, 2004. We are reviewing. Held a
conference call with ORSANCO and EPA. Their report will not be complete until September 2004.
.:. Citizen Advisory Committee has been formed, 17 members in total (9 represent the City). Last CAC meeting was
held on January 22 to discuss 'CSO abatement alternatives'. Next meeting scheduled for March 11 to discuss costs
and performance of alternatives,
.:. A meeting was held on February 4 with IDEM staff to review the status of the report,
.:. NEW IDEM requirements for CSO Public Notification, PEH working on public notice and list of affected parties.
. Letters will go out soon.
. Public notice will be placed in the paper soon,
. Public meeting is scheduled for next sewer Board meeting (February 23),
. EMC is placing new Signage
5. Stream Reach Characterization and Evaluation Report
.:. Report submitted to IDEM by 1/31/02 deadline, IDEM reviews/approves coincident with L TCP.
.:. Request to EMC to collect additional information - being collected,
.:. Report was prepared based on 1997-1999 ORSANCO data, Data from recent ORSANCO efforts has been obtained,
We are incorporating new ORSANCO data into SRCER addendum as part of the LTCP,
.:. ORSANCO has requested copy of SRCER Addendum.
6. Additional Engineering Services
.:. None since last meeting (incorporating public notification in the CSO LTCP budget),
7. Sewer System Master Planning
.:. Began Design for Anoxic Zone and UV Disinfection for WWTP
.:. North WWTP siting and preliminary design efforts just underway. (contract signed 1/27/04)
8. Procurement of Contract Operator
+:+ Proposals opened at January 26 sewer Board meeting. Proposals are under technical review.
.:. Revised schedule and selection committee have been established
.:. Initial selection committee meeting held February 4, 2004,
9. Design ofImprovements to WWTP
.:. Discussed proposed design with IDEM - they seem agreeable
.:. Anticipate review copy of construction plans to City in mid-March.
Respectfully submitted,
PEH Engineers _ V .
~~
G:\SDA T A\@PEH\901--950\944\002\WRD\Sewer Bd Exec Sum\2004\JeffSewerBdExecSum0204.doc/02/08/04
Jeffersonville Wastewater Treatment Facility
Monthly Operations Report
1.0 EFFLUENT QUALITY
-
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During December, effluent quality was within NPDES permit limits for CBOD, TSS and NH-3.
Table 1.1 summarizes the effluent quality data. Attachment A contains Time Series Plots of
Carbonaceous Biochemical Oxygen Demand (CBOD) and Total Suspended Solids (TSS) values.
Attachment B contains Time Series Plots of Aeration Mixed Liquor Suspended Solids (MLSS) and
Sludge Volume Index (SVI).
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Carbonaceous Biochemical 15 mg/l 5.548 mg/l
Oxygen Demand (CBOD)
Total Suspended Solids 18 mg/l 4.968 mg/l
(TSS)
Fecal Coliform MPN 2000 coloniesll OOml 469.03 coloniesllOOml
Chlorine Residual 0.01 mg/l 0.01 mg/l
Ammonia 3.0 mg/l 0.0791 mg/l
Average Dry Weather 5.2 design 4.87 MGD
Flow
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Table 1.2
W et Weather vs. D
Average Flow of Wet Days
Number of Dry Days
Average Flow of Dry Days
*Wet Day = Rain (>0.1 in) and three days after
6.09 MGD
5
4.87 MGD
2.0 DESIGN LOADINGS LIMITS
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The Flows and Loadings report for May 1994 through December 2003 can be found in Attachment
C.
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3.0
FACILITY OPERATIONS
Attachment D contains a list of septic haulers that discharged at the facility during the month of
December.
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Jeffersonville Wastewater Treatment Facility
Monthly Operations Report
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During December, the treatment processes performed very well. Increasing sludge settleability has
leveled out. D.O. has been increased in ditches, with a third clarifier being put on line. All
effluent discharge parameters are well within range.
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3.1
PRETREATMENT
Pretreatment activities for the month included the following:
. Visits were made to several industries including Wyandot and Steel Dyanamics.
. TTO sampling was done on the plant influent and sludge.
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4.0
SEWER MAINTENANCE CALLS
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Table 4.1 represents all sewer maintenance calls for the month.
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12/01/03 Mr. Coleman 133 E. Chestnut Backup - main ok Y
12/01/03 Ms. Monroe 1618 Kehoe Backup - main ok N
12/05/03 Stemlers 1409 Grubbs Backup - main ok y
12/10/03 Stemlers 928 Momingside Backup - main ok y
12/10/03 Stemlers 220 Chi pewa Backup - main ok y
12/11/03 Ms. Steele 4606 Viola Backup - main ok N
12/15/03 Stemlers 1436 Grubbs Backup - main ok y
12/16/03 Precision 3018 Douglas Backup - main ok N
12/17/03 Call Out 1806 Plank Backup - main ok N
[ 12/18/03 Stemlers 326 Walnut Backup-main ok y
12/22/03 Precision 736 Meigs Backup - main ok y
12/23/03 Ms, Day 1105 Sportsman Backup - main ok N
R 12/27/03 Call Out 1216 Spruce Backup - main ok y
~ 12/27/03 Call Out 1050 Rhonda Backup - main ok N
12/29/03 Call Out 1020 E. Maple Backup - main ok - shot to try y 450
and help and did not
C 12/30/03 Ms. Rodes 2118 Fountain Backup - main ok N
Crest
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12/01/03 Mr. Cowles 1312 C-townlNA N
12/04/03 Mr, Stallworth 1504 Frances N 700
12/05/03 Stemlers 220 Chi ewa Y 567
12/16/03 Schardein & 1806 Park Place Blockage in main N 400
Sons
12/24/03 Ms. Thompson 1002 Nettle Ridge Odor - High Meadows Lift N
Station - took deoderant to
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Jeffersonville Wastewater Treatment Facility
Monthly Operations Report
12/29/03 Ms. Brown
spread in wet well, vent pipe and
around the station
Backup into bsmt - sump pump
1507 Ellwanger cannot keep up - blockage in
main
635
y
4.2 MAINTENANCE & REPAIR EXPENDITURES
Maintenance & Repair expenditures are detailed in Attachment E.
4.3 REPAIR & REPLACEMENT EXPENDITURES
Table 4.4 represents Repair & Replacement expenditures for December.
Year-To-Date
$95,002.64
Contract- To-Date
$68,874.04
4.5 ELECTRICAL EXPENDITURES
Table 4.6 represents the facility electrical expenditures for the month as well as providing a year to
date total.
Table 4.6
Facility Electrical Ex
November
$ 13,360.00
($3,499.66)
$16,859.66
Y ear- To-Date
$120,142.82
$106,880.00
($13,262.82)
30f5
Jeffersonville Wastewater Treatment Facility
Monthly Operations Report
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5.0 FACILITY SAFETY & TRAINING
A safety inspection was conducted on January 4, 2004. The rating was 100%. There were no
deficiencies reported. Our plant is still in excellent shape.
A copy ofthe Safety Inspection Report is included as Attachment G.
6.0 SEWER COLLECTION SYSTEM AND PREVENTATIVE MAINTENANCE
During the month, there were 22 sewer calls. Please see table 4.1, Monthly Sewer Call Report and
table 6.1, Monthly Collection Analysis Report, for a more detailed breakdown of monthly sewer
maintenance.
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In the month of December the collection crews were doing preventive maintenance cleaning on the
following streets; Kewanee, Chippewa, 700 block of Martha Ave., New Albany Charlestown Pike,
from Wilson Elementary to Scott Road, and Riverside Drive in front of Rocky's down past
Kingfish restaurant. A crew televised to locate one tap and they cleaned and vaced 10 catch basins.
During rain events 43 catch basin tops were cleaned off. The 10th Street influent gates were
cleaned as well. Golfview, Cedar view, Colonial Park, Middle School, Creek stone, Happy Valley
and Louise Street lift stations wet wells were vacuumed out for solids and grease build up on a pre
maintenance program. A new spine coupling was installed in the number one pump at Ewing Lane
lift station. The FLA's were checked at Mill Creek, Spring Street, High Meadows #2, Utica #1,
and 10th Street lift stations. The CSO gates were exercised and greased on their regular schedule in
December and no problems were found and all 9 gates are working properly.
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Monthly Operations Report
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Feet of Sanitary Sewer 11,644.4 15,365
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Catchbasins Cleaned & 10 189
Vactored
Catchbasin Tops Cleaned 43 80
Catchbasins Raised 0 0
Feet of Sanitary Sewer 1,286 2,384
T e1evised
Sewer Tap Inspections 0 0
Dye Tests 0 1
Manhole Castings 0 0
Replaced
Air Tests
Manholes Sealed
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ATTACHMENTS
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Time Series Plots - CBOD & TSS
Time Series Plots - MLSS & SVI
Flows & Loadings Report
Septic Haulers Report
Maintenance & Repair Expenditures
Safety Inspection Report
DMR/MRO
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Attachment D
Septic Haulers Report
December 2003
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Septic Haulers Delivery Report
December 2003
Loads Delivered To Treatment Facility
Hauler December Hauler Total (YTD)
Rumpke of Indiana 3 2,600
TOTAL 46 49,100
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Gallons Delivered To Treatment Facility
Hauler December Hauler Total (YTD)
Rumpke of Indiana 3 2,600
TOTAL 46 49,100
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Maintenance & Repair
Expenditures
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Attachment F
Safety Inspection Report
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EMC
Monthly
SAFETY INSPECTION CHECKLIST
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*Mark only if NOT in compliance
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ADMINISTRATIVE OFFICES-I8
Written Site Emergency Plan/training.
Updated OSHA 200 log
Written Chlorine/Sulfur Dioxide program, copy of actual standard, training
Written Fire Extinguisher program, copy of actual standard, training
Written Hazardous Communication program, copy of actual standard, training
Confined Space program, copy of actual standard, training
Written Emergency Action Plan program, copy of actual standard, training
Written Lockout/Tag Out program, copy of actual standard, training
Blood borne Pathogen program, copy of actual standard, training
Personal Protection Equipment program, copy of actual standard, training
All employees trained and understand Risk Management Plan
Personal Protection Equipment available for visitors
Safety Committee with both employee and management participation
Written "Right to Know" Program
MSDS sheets available to employees
Process Safety Management Plan (for plants mandated to have)
Housekeeping
Hearing disciples - documentation
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PREMLIMINARY TREATMENT - 4
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Wet or oil on floors
No or bad ventilation
Bar screenings on floor
Housekeeping
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PRIMARY TREATMENT-I
Housekeeping
LABORATORY - 11
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Proper chemical storage (containers labeled)
Emergency shower and eyewash
Inspection of emergency shower and eyewash
Acid spill kit
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Sample refrigerators marked "Bio Hazard"
Signs of food or drink in lab
Fume hoods in proper working order or inspected
Proper sharps/broken glass container
Personal Protective Equipment available and used
Tongs or special gloves for moving hot items available and used
Housekeeping
BIOLOGICAL TREATMENT - 2
N/A Safeguards in the pure oxygen system
Housekeeping
ADVANCED TREATMENT-l
Housekeeping
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DISINFECTION - 14
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Housekeeping
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CHLORINE:
Working exhaust fans at floor level
Leak detection alarm system Alarm bad on S02
Ammonia hydroxide available to test for chlorine leaks
SCBAIl 0 minute escape packs are properly inspected and full
Proper chlorine wrench readily available
Chlorine cylinders properly chained to wall and tons secure
New washers readily available
Windsock and / or other wind directional apparatus exist
Warning signs in place
Chlorine stored separately from other chemicals
Risk Management Plan
UV:
N/A
N/A
Warning signs in place
Proper Personal Protective Equipment in place
BIO SOLDIS HANDLING - 2
Combustible gas detection system in place and calibrated
Housekeeping
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MAINTENANCE/GARAGE - 13
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Proper guarding of grinders, etc.
Lockout/Tag Out equipment available
V ehicle Safety Checklist in place
Sharps container for glass, cutting blades, etc.
Hand tools in proper working order
Eye protection provided for bench, free standing, and hand tools
Lighting of work bench adequate
Hoist, lift, jack, chains, pulleys available for lifting and moving heavy objects
Metal waste can marked for oily and/or paint soaked waste only and lit secured
Piping, hoses, etc. Stored properly
Heavy duty extension cords used when appropriate
Personal Protective Equipment signs posted
Housekeeping
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BUILDINGS AND GROUNDS - 34
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Chemical storage tanks are labeled
Containers labeled
Stairways are unobstructed
Area below stairway are unobstructed
Work areas are adequately lighted
No Trip Hazards visible
Exits clearly marked
Emergency lighting adequate and functioning
Fire extinguishers inspected
All electrical wires in proper repair
Electrical control boxes are not used for storage above or below, or otherwise
blocked
Electrical boxes doors secured
Lockout/Tag Out in use where needed
Outlets not overloaded
Extension cords are not passing through openings without proper protection
Handrails in good condition
Chain guards in place where possible danger exists
Guards over drive chains and gears are in proper working order
"T" valves in walkways are adequately marked
Automatic start signs properly displayed on machinery where needed
Piping is color coded (legend available) or marked with content name
Potable and non-potable water lines are clearly marked and distinguishable from
each other
Hatch covers in place
Levee around pond or lagoon in good condition
Life rings, jackets, hooks, etc. available around open tanks or ponds
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N/A
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Sampling equipment is sufficient to prevent climbing over handrails or other
hazards to get samples
Flammables are stored in appropriate cabinets or buildings and marked as such
No Smoking signs posted near flammable areas
Exit lights are in proper working order
Housekeeping
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MISCELLANEOUS - 14
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N/A
Man lifts inspected yearly
Ladders in proper repair and working condition
Personal Protective Equipment is provided
First aid kits are available in all work areas and properly stocked
Emergency Response Team (in plant or local) is available and aware of
emergency plan
Overhead crane inspected annually by qualified personnel
Weight limits displayed on both sides of overhead crane
Forklift operation training is provided
Air gap and/or back flow prevention device on water line inspected and recorded
annually
Heat exchangers and/or boilers inspected annually
Lockout/Tag Out Program audit documented
Lockout/Tag Out training of "affected, authorized and others" conducted
OSHA signs posted
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N/A
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Facility: J effetsonville
Inspector: Jason Reister
Date: 01/04/04
Scoring:
If the plant is not in compliance with the item listed put a checkmark on the line
next to the item listed. Feel free to write comments next to or near the item. Ifin
compliance, leave blank. If not applicable to the plant (some items may not be),
write N/A ("Not Applicable") on the line. Count up the total number of "Not
Applicable" items. Subtract the "Not Applicable" from the "Total Possible"
points. This will give you the "Adjusted Total". Subtract the number of "Not in
Compliance" from the "Adjusted Total". This gives you the total "In
Compliance". Divide the number of "In Compliance" by the "Adjusted Total" to
give the "Total Percent".
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Attachment G
DMR/MROjCS0
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December 2003
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~,,~J!~!f ~ Monthly Report of Operation Name of Facility Permit Number
0";;;"',
:~ \ Activated Sludge Type City of Jeffersonville WWTP IN0023302
,,;
Wastewater Treatment Plant Month Year Plant Design Flow T eiephone Number
~. ..
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! December 2003 5,2 . mgd 812.285-6451
i
I Certified Opera.lor. Name Class Certificate Numbe' Expiration Dale
Substitute for State Form 10829 (R/12-200:2) .
Page 1 of 4 Timothy L. Crawford I IV 13156 I 6/30/2005
I i !
>: Tetal= ;: CHEMICALS RAW SEWAGE
c: ..23E... 0 USED
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1 Man 0 24 86 5.065 7.6 178 7519.09 185 7814.79 11.8
2 Tue 0 26 77 4.779 7.5 265 10562.1 233 9286.65 13.8
3 Wed 0 23 83 4.779 7.7 263 10482.4 210 8369.94 14
4 Thu 0,3 21 57 5.54 7.4 350 16171.3 220 10164.8 12.7
5 Fri 0 15 88 5.43 8.0 245 11095,1 235 10642.3 15
6 Sat 0 15 100 4.778 7,9 280 11157.6 223 8886,22 12,9
7 Sun 0 22 86 4,601 7.4 230 8825.64 215 8250.05 13,3
8 Man 0 24 99 4.694 7.6 260 10178.5 175 6850,89 13.9
9 Tue 0.55 27 100 5.797 7.6 363 17550 235 11361.5 15.7
10 Wed 0.25 29 106 9.178 7.3 400 30617.8 395 30235.1 9.5
11 Thu . 0 31 106 5,685 8.4 220 10430.8 180 8534.32 9.8
12 Fri 0 29 103 5.068 7.8 235 9932.77 190 8030,75 14
13 Sat 0,1 30 118 4.954 7.9 185 7643.53 165 6817.2 14.3
14 Sun 0 17 17 5.772 7.8 150 7220.77 180 8664.93 14.1
15 Mon 0 75 100 4.865 7.8 223 9048.02 170 6897.6 13,2
16 Tue 0.25 68 110 8.052 7.6 310 20817,6 173 11617.6 13,8
17 Wed 0.1 26 96 5.834 7.8 240 11677.3 200 9731.11 .. 12.1
18 Thu 0,1 27 103 6,21 -7.7 285 14760.5 188 9736.78 13.7
19 Frl " 0 29 108 6.21 7.7 285 . 1476O'~5 "'16b 8286.62 11,6
20 Sat .. 0 24 116 5.481 7,6 175 7999.52 158 7222.42 13.3
21 Sun 0 20 91 5.1 7.4 '235 9995.49 165 7018,11 13.5
22 Mon 0.3 22 106 5.099 7.6 275 11694.6 213 9057,97 14.7
23 Tue 0.5 21 90 11.069 7.4 268 24740.5 200 18463.1 9.4
24 Wed 0 21 70 6.299 7.4 190 9981.4 163 8562.99 7.4
25 Thu 0 21 142 5.199 7.7 138 5983.63 140 6070,35 9.2
26 Frl 0 16 30 4.949 7.8 270 11144.2 118 4870.41 10.5
27 Sat 0 10 63 5.082 8.2 218 9239.69 115 4874.15 13.2
28 Sun 0.05 14 49 4.969 8.1 320 13261.3 168 6962.17 13.6
29 Men 0.75 20 91 10.397 7.7 262 22718.3 240 20810.6 15
30 Tue 0 16 116 6.354 7.7 210 11128.4 160 8478.78 8.8
31 Wed 0 20 89 5.571 7.9 185 8595.5 110 5110.84 9.5
Average .25258 90.194 5.89871 248.81 12481.7 189.74 9602.61 12.49
Maximum 0.75 75 142 11,069 8.4 400 30617.8 395 30235.1 15.7
Minimum 10 17 4.601 7,3 138 5983.63 110 4870.41 7.4
No. of Data 31 0 0 31 31 0 31 31 31 31 31 31 0 31 0
....
I certify under penalty of law that this document and all attachments were prepared " -// -d,-;!dh/ / /.y~j~ 'l
under my direction or supervision in accordance with a system designed to assure
that qualified personnel properly gather and evaluate the information submitted. (SI~F CERTIFIED ~MTOR) / (DATE)
Based on my inquiry of the persons who manage the system. or those persons /' . . --/ /? / //.?02 /0 y
directly responsible for gathering the information, the information submitted is, to the r-.::Z- --' l: /;'.- ~./
best of my knowledge and belief. true, accurate, and complete. I am aware that therel../' . '" - /, - ~
are significant penalties for submitting false information, including the possibility of (SIGNM'8RE OF PRI~~ EXECUTIVE . (DA:TE)
fine and imprisonment for knowing violations. . OFFICER OR AUTH IZED AGENT)
". I , '. " ,~ ~ ""v , / /h,JA~
Monthly Report of Operation '77 ""
Activated Sludge Type (SI~TURE OF CERTIFIe:;f'OPERATOR) / ~DA TE)
Wastewater Treatment Plant ,~/Y~.-/ ?~L.~ 1/x~/r-7j- .
Name of Facility Permit Number For Month Of: Year
City of Jeffersonville WWTP IN0023302 December 2003 (S~NATURE OF PRINCf'PAL EXECUTIVE OFFICER OR (DATE)
Page 2 of 4 Substitute for State Form 10829 (R/12-2002) AUTHORIZED AGENT)
PRIMARY AERATION SECONDARY FINAL EFFLUENT
EFFLUENT MIXED LIQUOR RETURN SLUDGE EFFLUENT
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1 630 3420 184.21 3,6 3,767 6760 0.01 7,7 7.7
2 600 3520 170.45 3.6 4.329 6580 . 0.01 7,7 7.4
3 610 3560 171.35 3.6 4.328 6560 .' 0.01 7.7 7,3
4 600 3340 179.64 2.0 4,248 6100 .. 0,01 7.6 7.2
5 600 3440 174.42 1.4 4.123 6620 0,01 7.8 7,0
6 700 3660 191,26 2.3 4.27 6020 0,01 7.9 7,1
7 710 3580 198,32 2.4 4.361 6160 0.01 7.6 7.3
8 700 3560 196.63 2,7 4.273 6020 0.01 7.7 7.2
9 720 3660 196.72 3.0 4.167 6580 0.01 7,7 7,0
10 670 3260 205.52 3.5 6.842 8960 0.01 7.4 7,0
11 680 3720 182.8 3.4 7.08 5580 0.01 7.7 7.0
12 880 3740 235.29 3.1 6.311 6080 0.01 7.8 7.2
13 800 3740 213.9 3.3 6.129 5560 0,01 . 7.7 7.3
14 810 3580 226.26 3.5 6.072 5620 0,01 7.6 7.4
15 790 3580 220,67 3.2 5.042 5600 0.01 7.7 7.4
16 800 3880 206.19 3,0 6.164 6360 0,01 7,8 7.1
17 790 3880 203,61 3.0 6,289 5660 0.01 7.7 7.0
18 800 3840 208,33 3.0 5.4 6820 0.01 7.7 6.9
19 800 3980 201.01 3.2 5.4 6520 0.01 7,7 6.9
20 820 3920 209.18 2.9 5.351 6300 0.01 7.7 7.3
21 830 3840 216.15 3.1 3.668 6300 0.01 7.6 7.5
22 840 3480 241.38 3.8 3.672 6920 0.01 7.7 7.1
23 700 3500 200 1.8 5.961 6960 0.01 7.7 6.7
24 800 3520 227.27 2.8 6.407 5720 0.01 7.6 7.3
25 800 3520 227.27 2.9 5.557 5720 0.01 7.6 7,1
26 800 3240 246,91 2.0 4.584 4300 0.01 7.7 7.0
27 750 3440 218,02 2.9 3.769 6080 0.01 7,7 7,2
28 730 3380 215.98 3.3 3,772 6240 0.01 7,7 7,6
29 750 3260 230.06 1,7 5.723 5960 0.01 7.6 6.9 .
30 740 3160 234.18 2,2 6.658 5560 0.01 7,6 7.3
31 760 3240 234.57 2,0 4.566 4720 0.01 7.6 6.9
AVQ. 742.26 3562,6 208.63 2.8452 5.1059 6159.4 0.01 7.171
Max. 880 3980 246,91 3,8 7,08 8960 0.0.1 7.9 7.7
Min, 600 3160 170.45 1.4 3.668 4300 0.01 7.4 6.7
Data 0 0 31 31 31 31 31 31 0 0 0 ". 31 0 31 31 0
Comments for the Month (major repairs, breakdowns, process upsets and their causes. inplant treatment process bypass, etc.):
New effluent flow meter has been ordered, but has not been received. Influent flow numbers are being used forraw and effluent flow,
.4
,/
o
Monthly Report of Operation
Activated Sludge Type
Wastewater Treatment Plant
Name of Facility
Permit Number
For Month Of:
City of Jeffersonville WWTP IN0023302 December
Page 3 of 4 Substitute for State Form 10829 (R/12-2002)
,..
Flow
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FINAL EFFLUENT
Total Suspended Solids
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0.083
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0,064
0.081
0.087
0.064
0.056
0.057
0.081
0.073
0.072
0,08
0.092
0.056
0,117
0.098
0.066
0.09
0.071
0.182
0.038
0.06
0.072
0.074
0.131
0.054
0.0791
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3.4696
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3.761
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3.11
2,507
3,9185
6.6634
3.0362
2.3684
0.07 2.3564 3.4228
3.9016
2.9637
4,838
3,8948
4.7677
2,9021
0,0816 5.3515 4,0885
4.1708
2.8084
8.3134
3.7321
7.8962
1.5694
0,0864 2,5446 4.4335
2,9856
6.4205
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4,694
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5.834
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6.21
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4.949
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239.28
159.52
184.93
679.7
199.36 265.85
191,98
235.03
290.26
382.95
237.21
211.46
248,05 256.7
192,67
202.99
335,97
97.369
259.11
362.76
137.22 226,87
212.8
297.86
646,6
420,52
173.54
206.5
6 254.46 316.04
207.33
433.81
318.14
278.94
274.5
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181.25
239.23 250.14
230.37
78.343
145,13
382,95
189,77
169.17
4 165,36 194.44
289
121.8
201.58
97.369
103.64
155.47
182.96 164,55
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165.2
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207.33
347.05
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215
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750
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240
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385
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750
469.03
1920
45
31
Monthly Report of Operation ~r7~. } /old /oL;
Activated Sludge Type 2~R~F C'RTlFI~~TORI I\Date}
Wastewater Treatment Plant A ~ Y 7/ JdldjJ~
Name of F.acility Pennit Number For Month Of; Year
~/ -VVI .
City of Jeffersonville IN0023302 December 2003 (SIGNATURsef PRINCIPAL ~~UTIVE OFFICER or! f (Date)
Page 4 of4 Substitute for State Form 10829 (R/12,2002)' AUTHORIZED GENT)
SLUDGE TO DIGESTER OPERATION
DIGESTER Anaerobic Onlv c'
c ~ 01 -c OJ -0 3:
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1 0.124 24267 0.65 0.62 43.1
2 0.124 25.2
3 0.124 23900 0.66 0.61
4 0.131 51,7
5 0,1.45
6 0,13
7 0,13
8 0.14 24433 0,67 0,63 26.2
9 0,139 22.8
10 0,139 25.3
11 0.116 51.2
12 0,155 23000 0.68 0,63
13 0.16 -
14 0.159
15 0,147 22767 0.69 0.64 22.3
16 0.148 22.3
17 0.147 24200 0.69 0.63 24.8
18 0.15 ! 25.7
19 0.149 .' 24066 76.3
20 0.17
21 0.175 '.
22 0.174 23967 0.71 0.65 46.8
23 0.174 21,8
24 0.185 23133 0.69 0.66 52.3
25 0.17
26 0,187
27 0.155
28 0.15
29 0,147 24167 0.72 0.66 46.8
30 0.147 25.7
31 0.165 76.6
Avg; 0.1502 23790 0.6844 0.6367 38.161
Max, 0.187 24433 0,72 0.66 76.6
Min. 0.116 22767 0,65 0.61 21.8
Data 0 31 0 0 0 0 0 0 10 9 9 18 0 0
Send completed forms by the 28th of the month to:
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT
OFFICE OF WATER QUALITY, DATA MANAGEMENT SECTION
P.O. BOX 6015
INDIANAPOLIS, INDIANA 46206-6015
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Monthly Report of Operation ~ ?r/ .V ~! /. /h~/(jy
Activated Sludge Type - AURE.'" CERTlF~ORI t ( (Date)
Wastewater Treatment Plant / a;;? /6 y
Name of Facility Pennit Number For Month Of: Year ~;0A_L
City of Jeffersonville IN0023302 December 2003 (SIGNATUR~F PRINCI~~CUTIVE OFFICER o~ .' / (Date)
Page 4 of 4 Substitute for State Form 10829 (R/12-2002) AUTHORI AGENT)
SLUDGE TO DIGESTER OPERATION ..
DIGESTER Anaerobic Onlv c
c en ell '0 01 -0 :;:
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1 0.124 24267 0.65 0.62 43.1
2 0.124 25.2
3 0.124 23900 0..66 0,61
4 0.131 5L7
5 0.145
6 0,13
7 0.13
8 0.14 24433 0.67 0,63 26,2
9 0.139 22.8
10 0.139 25.3
11 0.116 51.2
12 0.155 23000 0.68 0.63
13 0,16 .
14 0.159
15 0,147 22767 0,69 0.64 22.3
16 0,148 22.3
17 0.147 24200 0,69 0,63 24,8
18 0.15 . 25.7
19 .' 0.149 24066 76.3
20 0.17
21 0.175
22 0.174 23967 0.71 0.65 46.8
23 0.174 21.8
24 0.185 23133 0.69 0.66 52.3
25 0,17
26 0.187
27 0,155
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29 0.147 24167 0.72 0..66 46.8
30 0.147 . 25.7
31 0.165 76.6
Avg. 0.1502 23790 0.6844 0.6367 38.161
Max. 0.187 24433 0.72 0.66 76.6
Min. 0,116 22767 0.65 0.61 21.8
Data 0 31 0 0 0 0 0 0 10 9 9 1.8 0 0
Send completed forms by the 28th of the month to:
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT
OFFICE OF WATER QUALITY, DATA MANAGEMENT SECTION
P,O. BOX 6015
INDIANAPOLIS, INDIANA 46206-6015
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Indiana Department of Environmental Management
Land Use Section - OSHWM
Land Application Monthly Report - Biosolids and Industrial Waste Prod.ucts
>>Complete and submit this form to IDEM each report mOllth<<
--
t?
tJMonth: December Year:
~,:~rmittee City ofJeffersonville L.A. Permit No. IN LA:
~.~Methods of Disposal Utilized: .
),.Indicate by an "X" which disposal methods were utilized this month and provide volumes for each method.
~ ..... OTE: Only include amounts for those materials which you are PERMITTED to land apply.
. .. .
~BIOSOLIDS: .. . .. . ..
~.. .... No blOsoltds were dIsposed, by land applIcatIon or other methods, thIS month'
t' Biosolids were land applied this month
r. Dewatered biosolids were used at the treatment works grounds this month
Biosolids were landfilled this month
iosolids were disposed by the method listed below this month
';~"~;\' -J-:."
2003.
IN LA: 000466
t.:
ftMethod:
J '
~. '.' Of the total volume listed above, what volume was transported out of Indiana?
l....,..
J NDUSTRIAL \V ASTE PRODUCTS:
~
r:
r..Method:
l
J Of the total volume listed above, what volume was transported out of Indiana?
! ';.r'l1ereby certify that to the best of my knowledge and understanding this report is complete and accurate,
'.~'" ./ /"~f) .
rL;/ --.' , -
I ;~/ - - ./ /~ L..:~ /~ Timothy L. Crmvford
t Signature / Printed Name
../
o industrial waste products were disposed, by land application or other methods, this month
Industrial waste products were land applied this month
Industrial waste products were landfilled this month
Industrial waste products were disposed by the method listed'below this month
Dry Tons
NA
January 2 t, 2004
Date
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)
CSO DISCHARGE MONITORING REPORT (CSO DMR}
IState F~orm50546 {9"()1)';'"c.!i:1
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1 of 5
" IN0023302
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Timothy L. Crawford (812)285-6451
.' i' .1 CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WEREPREPARED UNDER MY DIRECTION OR SUPERVISION IN
J-. 'ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED.
J')BASEd ON MY INQUIRY OF THE PERSONS WHO MANAGE THE SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION;
THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE, I AM AWARE THAT THERE ARE
, SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.
l... Sici'natureA'f Princlcill Executive Officer'or'Authodzed AOOflt"'~\'" ^' ;,' . ..,;;c;"":,>(,';r"i i" Date;'J .', :::,;,:f:';':\;i.t$;;Z~;:'i:''!;0~:i'1;:{~;;!:?';
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Timothv L, Crawford 812128S~4S1
I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHME~TS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A
SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED..,BASED ON MY INQUIRY OFTHE
PERSONS WHO MANAGE THE SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATlO~; THE INFORMAT.ION SUBMITTED IS, TO THE
BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SiGNIFICANT PENAL TIES FOR SUBMITTING FALSE
INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.
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NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)
eso DISCHARGE MONITORING REPORT (CSO DMR)
ADDITIONAL OVERFLOWS PAGE 1,~"",,*,w~~""'''''''_''''''.'.'~"~'''._'{'~1
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NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)
CSO DISCHARGE MONITORING REPORT (CSO DMR)
ADDITIONAL OVERFLOWS PAGE
#'~~I ~ of
City:,' City of Jeffersonville 3 5
BeffersonVille PO: IN0023302
12101/03 to 12131/03 Check Dox " noCSO ~
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eso utfall No 010 '.'" ~:~~:':~=;:'iiiiimi.lif':~:':::'E
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Timothv L, Crawford 812\28506451
,
I CERTIFY UNDER PENA.LTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A
SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INI'ORMATION SUBMITTED. SASEDON
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12/01/03 to 12/31/03
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Timothy L. Crawford 812)285.0451
I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A
SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON
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CSO DISCHARGE MONITORING REPORT (CSO DMR)
ADDITIONAL OVERFLOWS PA'GE 1..,.".Jlt.F..:~q"":ll;".'-"'.'~':\;"';f"1;;'~~~:'1
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NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)
CSO DISCHARGE MONITORING REPORT (CSO DMR)
ADDITIONAL OVERFLOWS PAGE
;~,
City:; City of Jeffersonville
Jeffersonville POTW
5 of 5
~
12101/03 to 12131/03 ~
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Timothv L. Crawford
I CERTIFY UNDER PENALTY OF LAW THAT THIS.DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A
SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON
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