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_O & M MANUAL - WEST LANE MOBILE HOME PARK
Environmental Health - Public
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4200 – Liquid Waste Program
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PR0420091
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_O & M MANUAL - WEST LANE MOBILE HOME PARK
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Last modified
10/5/2022 4:52:30 PM
Creation date
10/5/2022 4:27:14 PM
Metadata
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EHD - Public
ProgramCode
4200 – Liquid Waste Program
FileName_PostFix
O & M MANUAL - WEST LANE MOBILE HOME PARK
RECORD_ID
PR0420091
PE
4242
FACILITY_ID
FA0000277
FACILITY_NAME
IL VINETO
STREET_NUMBER
11662
Direction
N
STREET_NAME
HAM
STREET_TYPE
LN
City
LODI
Zip
95240
APN
05925003
CURRENT_STATUS
02
SITE_LOCATION
11662 N HAM LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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As the incoming water flow rate increases, the water <br />level in the unit rises, immersing a greater number of <br />SANURIL tablets. When the incoming flow rate decreas- <br />es, the water level in the unit drops, exposing fewer <br />( 'its to the water. Since the amount of SANURIL dis- <br />ed depends upon the number of tablets immersed in <br />__ water, the initial chlorine concentration remains con- <br />stant, regardless of the water level in the feeder. <br />From the feeder, the chlorinated wastewater flows into <br />the chlorine tank where it is held for a sufficient time to <br />permit effective bacteria killing action. <br />Although each model 1000 or 1001 is furnished complete <br />with four feed tubes and a selection of weirs, the actual <br />number of tubes to be filled with SANURIL tablets and <br />the weir to be used are determined by the average daily <br />flow rate through the plant and required residual chlorine <br />content. <br />Sizing a SANURIL Installation <br />Before the Model 1000 or Model 1001 is put into opera- <br />tion, the system must be sized and "set' to provide the <br />required dosage of SANURIL. This is accomplished by <br />determining the amount of SANURIL required to deliver <br />the desired levels of chlorine, selecting the appropriate <br />number of feed tubes to use and selecting the proper <br />size opening. Initial sizing of the Model 1000 or <br />del 1001 is simple and easy; just follow the steps out- <br />mied below: <br />Determine the Plant Flow Rate - The average daily plant flow <br />rate can be determined in a number of ways. It may be <br />obtained from lift station pump starts, flow rate meters, integra- <br />tor flow counters or other devices which indicate the amount of <br />sewage flowing through the plant in a 24-hour period. As a <br />reminder, the Model 1000 or the Model 1001 Tablet Feeder is <br />designed to handle up to 50,000 gpd. Higher flow rates can be <br />handled with multiple units installed in parallel. If multiple feed- <br />ers are required and the flow split is not equal through each <br />feeder, the sizing should be done separately on each feeder <br />using the appropriate flow rate. If the flow is split equally, siz- <br />ing should be done on one (1) feeder and the final results <br />should be multiplied by the number of feeders being used. <br />2. Determine the Chlorine Dosage Required - The required <br />level of chlorination is determined by the total amount of chlo- <br />rine to satisfy the chlorine demand of the system added to the <br />amount of residual chlorine desired after a predetermined con- <br />tact or detention time. If the chlorine demand is not readily <br />known, an estimation can be made by using the general <br />guidelines for chlorination requirements as published by the <br />EPA. An abbreviated summary of these guidelines can be <br />found in Figure 7. <br />For example, if you have an extended aeration treatment plant <br />(activated sludge) and do not know what the chlorine demand <br />is, refer to Figure 7. The typical dosage for activated sludge is <br />3. <br />between 2 to 8 mgll chlorine. For sizing purposes, take a <br />value somewhere near the mid -point of this range (5 mg/1). <br />Once the system has been sized and set, allow the system to <br />operate for one (1) hour to 1 112 hours before sampling the <br />effluent. If the levels are not exactly what is desired, adjust the <br />unit as described in the Trouble Shooting Section. <br />CHLORINATION TREATMENT FOR: <br />TYPICAL <br />DOSAGE: <br />PPM <br />SEWAGE <br />FRESH RAW <br />6-12 <br />SEPTIC RAW <br />12-25 <br />TRICKLING FILTER <br />3-10 <br />ACTIVATED SLUDGE <br />2 - 8 <br />SAND FILTER <br />1 - 5 <br />SLIME <br />1 -10 <br />DISINFECTION <br />25-50 <br />SULFUR BACTERIA <br />1-10 <br />SWIMMING POOL <br />1 - 10 <br />TASTE <br />1 - 10 <br />WATER <br />COOLING <br />1 -10 <br />CHILLING <br />5-25 <br />WASHDOWN <br />25-50 <br />WELL <br />1 - 5 <br />SURFACE <br />1 - 10 <br />Figure 7 - General Guidelines <br />Chlorine Dosage Requirements <br />Determine the Amount of SANURIL Required To Provide <br />The Desired Chlorine Residual - The quantity of SANURIL <br />necessary to meet the desired chlorine dosage established in <br />Step 2 can be determined by following the calculations provid- <br />ed in the SANURIL SIZING WORKSHEET shown in Figure 8 <br />(Equations 1-3). You are encouraged to use this worksheet by <br />filling in all the necessary information to size your installation. <br />If additional worksheets are needed, please contact the <br />Customer Service Department. <br />Enter the amount of chlorine required in 1 (a) and multiply by <br />0.0000083 to give the desired amount in lbs. of Clz/ gal. The <br />0.0000083 factor includes all the conversions to change the <br />units from mg/I to lbs/day. In Equation 2, the value from 1 (b) <br />is then divided by 70% to convert the value from lbs. CIdgal to <br />lbs. SANURILIgal. The SANURIL tablets contain a minimum of <br />70% available chlorine. In Equation 3, multiply the value from <br />2 (c) by the flow rate of the plant (3d). This will give you the <br />lbs. SANURIL/day (3e) required to deliver the amount of chlo- <br />rine desired. <br />EXAMPLE: A system with a flow rate of 10,000 gpd needs to <br />deliver 5 mg/I of chlorine; 5 mg/I (1a) X 0.0000083 = <br />0.0000415 lbs. C12/gal. (1b); 0.0000415 divided by 0.70 (70%) <br />= 0.0000593 lbs. SANURIL/gal. (2c) ; 0.0000593 X 10,000 gpd <br />(3d) = 0.59 lbs SANURIL/day (3e). <br />
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