W/tSTEWATEfc MONITORING
DAIA REPORTS

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U.S. Environmental  Protection Agency
Waste  Treatment  Industry Questionnaire
                                Section  K
                       Wastewater  Monitoring  Data


     Report In this  section  wastewater monitoring data for both sampling
     points identified In the  wastewater treatment diagrams  In Section J, as
     well  as  wastewater that  Is  disposed of  untreated,  identified  in
     Sections B through I.

     Please provide in this  Section only wastewater monitoring data that
     was obtained using EPA-approved analytical  methods (40 CFR Pans
     136 and 261).
                                     K-1

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U.S. Environmental Protection  Agency
Waste Treatment Industry Questionnaire
K 1.  Pit oe complete Table  K-i lor all  wastewater  (treated and untreated) monitoring
      data to be provided with this questionnaire response.

      Column A:  For facilities required to  complete Section J,  please use the sample point codes
          assigned in the wastewater treatment system flow diagram(s). Make sure that the sample point
          codes match those that are labelled in the flow diagram(s).

          For facilities that dispose of wastewater without treatment, please identify the wastewater source
          using the codes that were designated in the wastewater source questions in Sections B through
          I (i.e., Questions B.9, C.13, D.3, E.2, F.2, G.4, G.20, H.2,1.3,1.14, and 1.24),

      Columns B through F:  Please enter the daily maximum, maximum monthly average, and  long-
          term average (over sample period) flows at all the sample points and wastewater sources listed in
          Column A.  Indicate the unit code and length of sample period.

      Columns G through K:  Please indicate the type/location of each sample point and wastewater
          source listed in Column A.

      DO  NOT   INCLUDE   ANY   MONITORING   DATA   COLLECTED  FOR   WASTE
      ACCEPTANCE  OF  COMMERCIAL  OR NON-COMMERCIAL  RECEIPTS.
                                             K-2

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                                    K-3

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U.Su Environmental Protection Agency
Waste Treatment Industry Questionnaire
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                              K-4

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• U.S. Environmental Protection  Agency
 Waste  Treatment  Industry Questionnaire
 K.2. Please complete Table K-2  for  all pollutants for  which  monitoring data are  to  be
      supplied  but  are not  listed In  Table R-6.

      Column A: Please assign a code for each pollutant or pollutant parameter. Make sure the code is
           not listed in Table R-6.

      Column B: Please enter the Chemical Abstract Service (CAS) number for each pollutant listed in
           Column A. Please do not use the hyphens in the CAS numbers when entering them in Column
           B.

      Column C: Please enter the name of each pollutant or pollutant parameter listed in Column A. Use
           more than one line for names if necessary.
                                              K-5

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U.8. Environmental Protection Agency
Waste Treatment Industry Questionnaire
            This Page is Intentionally

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                              K-6

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K-7

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U.S, Environmental Protection Agency
Waste Treatment Industry Questionnaire
                   Page is Intentionally

                       Left Blank
                               K-8

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. U.S. Environmental  Protection  Agency
 Waste Treatment Industry Questionnaire
 K.3.  Please complete Table  K-3 for the 1989  wastewater  monitoring data  available for
       the pollutants and pollutant parameters listed in Table  K-2 and Table  R-6.   Please
       only  enter monitoring   data  that  was  obtained  using  EPA-approved  analytical
       methods (40 CFR Parts 136 and 261).

       Column A: Please identify the pollutants and pollutant parameters using the codes entered in
           Column A of Table K-2 or other codes from Table R-6.

       Column B:  Please identify the sample point and wastewater source codes  using the codes
           entered in Column A of Table K-1.

       Column C: Please indicate the type of sample used.

       Columns D through L: Please enter the summary data for each pollutant and pollutant parameter
           on a sample point—or wastewater source—specific basis.  Please provide the information
           requested to characterize the data and the analytical method used.
                                               K-9

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U.S. Environmental Protection Agency
Waste Treatment Industry Questionnaire
            This Page is  Intentionally

                       Left  Blank
                              K-10

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U.S. Environmental Protection Agency
Waste Treatment Industry Questionnaire
             This Page  is  Intentionally

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                              K-12

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.U.S.  Environmental  Protection  Agency
 Waste  Treatment Industry Questionnaire
 K.4. Are  some or all the data  reported In Table  K-3  available on  magnetic media (I.e.,
      computer disk, tape, etc.)?
      D Y
      n N
               Yes

               No
K.5.  Has the seed used in  the
      been  treated?
                                      test been  acclimated to the wastewaters that  have
           Y   Yes

           N   No

           X   Not applicable   (Skip to Question  K.7.)
 K.6. What Is the source of the seed?
       _l  01  Sewage treatment plant
       J  02 Plant treatment facility
       _l  03 Laboratory acclimation
       _l  04 Commercially purchased microorganisms
       _]  05 Other  (specily):	
                                             K-13

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U.St Environmental Protection  Agency
Waste Treatment  Industry  Questionnaire
K.7.  Identify the name, title,  and telephone  number of the ptrson(s)  who  should be
      contacted  regarding  Information on  this section of the questionnaire.
        i  i  i
                   i  i  i
      Primary contact (Last name, First name, Ml):

      i  i  t  iii	i  i  i   t  i  i   i  i  i  I  I   I  i  I
                        i   i  i  i   i  i   i
     Title:

     I   .  .  H .  ,  M  .  .  .  I
     Telephone no.

     Best time to call:

                           DAM

     Between:   I  i  IJ i I LjPM
and  LULU  D
  I AM

   PM
                          I  I  I   I	I	I_L
     Alternate contact (Last name, First name, Ml):
                                                                          .  .  .   .  .  1
     Title:
     I  .  .  H .  .  M  ,   .  .  I
     Telephone no.

     Best time to call:
                              I AM
     Between:   I  i H  i   I  LjPM
and  LJLjJ
DAM
DPM
                                            K-14

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U.S. Environmental Protection Agency
Waste  Treatment Industry  Questionnaire
                                                                         Page	of	
                               Comments for  Section K
      Please use  this page to  continue  responses  to  questions In Section  K  when
      additional space Is required and  to provide additional  Information for responses
      where clarification Is deemed necessary.  Please cross-reference  your comments
      by question  or table number.  Questions should be Identified by placing a "Q" prior
      to  the question number and tables  should be Identified by placing a "T" prior to the
      table  number.
                   (Please photocopy this page before completing.)
QuestiorvTable
  Number
1  .  .  .  I
                                           K-15

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U.S.. Environmental Protection Agency
Waste Treatment Industry Questionnaire
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                             K-16

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"U.S.  Environmental Protection Agency
Waste Treatment Industry Questionnaire
                                Section L
                       Detailed  Design Information
     This  section  requests detailed wastewater treatment  system  design

     and cost information.   This information will enable EPA  to analyze

     current wastewater treatment systems and to  assess the economic

     impacts of pollutant control technologies.


     To identify each treatment  unit in the  following sections, use the

     codes from Question J.11 that  were assigned to the  treatment units

     in the  Wastewater  Treatment System Diagram,  Question  J.I4, page

     J-31.


     Capital costs for system installation, modifications,  and upgrades

     are requested in Table J-12.


     This  section  applies  only  to the  following  types  of wastewater

     treatment  systems.


      Subsection            Treatment System Type        Page

         1                  Equalization                 L-3
         2                  Physical/Chemical Oxidation    L-9
         3                  Chromium Reduction          L-21
         4                  Chemical Precipitation         L-27
         5                  Multi-media  Filtration          L-37
         6                  Steam and Air Stripping        L-45
         7                  Carbon Adsorption            L-55
         8                  Biological Treatment          L-67
                                      L-1

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U.S. Environmental Protection  Agency
Waste Treatment  Industry Questionnaire
                Contact Person(s) for the Detailed  Design information
        I  I   I  I  I  I  I   I  I   i	1   I  I   I  I   I  I  I  I  I  I  I   I  I I
      Primary contact (Last name, First name, Ml):
      I  i  i  i  i  i  i  i	i—i	I  I I  I—I—J
Title:
I  .   .  M  ,  .  M  .   .  .  I
Telephone no.
Best time to call:
                      DAM
Between:   I  i  H i I DPM
                                               and 1  I  IJI.jJj
                                                               D
                                       AM
             i  i
t  i
                                            i  1  1   1  1   1  1  1  1  1  1  1   1
Alternate contact (Last name, First name, Ml):

Li  L  1 i_L
                      t  i  i   i  i
                 1   1  1   1
                                                                  1     1
      Title:
            M  .  .  M  .  .   .  I
Telephone no.
Best time to call:
                       DAM
Between:   I  i  IJ i  I  DPM
                                               and
                        1       '
                                                               DAM
                                             L-2

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'U.S. Environmental Protection  Agency
Waste  Treatment Industry Questionnaire
                                 Section L
                        Detailed  Design  Information

                               Subsection 1
                               Equalization
      This section requests design  and  maintenance cost information  on
      each  equalization system used by your  facility. Provide technical
      design Information, unless indicated otherwise.  Identify non-design
      (actual) information on  the Comments page  except where  average
      values are requested.  Provide actual cost  information  for 1989.
 1.1.  How many equalization tanks are on-site?

      I i  I   Equalization tanks


 1.2.  Do  all equalization tanks have the same design basis?

          Y   Yes   (Skip to Question 1.4)

          N   No
 1.3.  How many different design bases were used for the equalization tanks on-slte?

            Design bases
                                       L-3

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LT.S. Environmental  Protection  Agency
Waste  Treatment Industry Questionnaire
      Photocopy  Subsection 1 (pages L-5  through  L-8)  for each  different  equalization
      tank design basis.   Complete  Questions  7.4 through  1.20 for each  different
      equalization tank design basis.   At  the top of each page, Identify the design
      basis  with a number.  Start with  "01" for the first design basis and number the
      remaining design bases sequentially.

      Please note that tank  size Is  considered a design  basis.   Therefore,  If your
      facility has three different size equalization tanks, pages L-5  through L-8 must
      be completed three (3)  times.
                                           L-4

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'U.S.  Environmental Protection Agency
 Waste  Treatment Industry Questionnaire
 EQUALIZATION DESIGN BASIS NUMBER     I  i   I


 1.4.  Identify the code assigned  In Question J.11 to the  equalization tank(s) with  this
      design  basis.


            1EQL   Unstirred tank or basin

            2EQL   Mechanically stirred tank or basin

            3EQL   Aerated tank or basin

            4EQL   Other equalization  (specify):	
 1.5.  Identify the number(s) assigned to the equalization tank(s) with this design basis
      In the flow diagram  In  Question J.14.   Also  Identify  any other treatment codes
      that describe waste  treatment processes  other  than  equalization that occur  in
      these  equalization tank(s).

                     Equalization
                       Codefs)                    Other Treatment Codefsl
      EXAMPLE    |2|EQL|0|1J        |4tN ,E,U ,0,1
                                                    i  I  I  i   1  i  i  i  i  i
      a             LJ EQL|  i  I
      &•            LJ EQL|  i  I        I  i  i  i  i  i  II  i  i  i  i   i
      c.            LJ EQL|  i  I        I  i  i  <  i  i  It  i  i  i  i   i
d.             LJ EQL I  i  I        I  i  t   i  i  i  II  i  i  t  i  i  II
                                                                      i  i  i  i
      Answer  the remaining questions  In  this  subsection for only  the equalization
      process that  occurs In the equalization tank(s) with this design basis.   Do  not
      Include  Information for any  other  waste treatment processes that occur In  the
      tank(s).
                                            L-5

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U.S. Environmental Protection Agency
Waste Treatment  Industry  Questionnaire
EQUALIZATION DESIGN BASIS NUMBER
1.6.  What Is the total (aggregate) capacity of the equalization tanks identified in
      Question  1.5?

                                                        Preferred      Reported Unit1
                                                         Unit          (if Different)
                                    I	
                                                         (GAL)
                 Complete the Information below on  a per tank basis.
1.7.   Hydraulic  retention time

       a.    Design

       b.    Average


1.8.   Influent flow (design)


1.9.   influent flow (average)


1.10.  Effluent flow (design)


1.11.  Effluent flow (average)
    i   i  i
I  ..
       ..
I  .....  I


I  .....  i
                                                          Preferred    Reported U'.it1
                                                           Unit        (if Different)
                   (MRS)

                   (HRS)
I  ,   ,  I
 J	i
I  .   ,  I


I  .   .  I


I  .   .  i
1.12.  is this equalization system continuous, Intermittent, or accumulation  for batch
       treatment?
             01     Continuous    (Skip to Question  1.14)
             02     Intermittent
             03     Accumu latton for batch treatment
1See Table R-9 for Unit Codes.
                                            L-6

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U.S. Environmental Protection Agency
Waste Treatment  Industry  Questionnaire
            01
            02     Conical

            03     Other (specify):
1See Table R-9 for Unit Codes.
EQUALIZATION DESIGN BASIS NUMBER     I  i  I


1.13,  What Is the average duration of the Influent and effluent periods of flow?

                                                          Preferred    Reported Unit1
                                                           Unit        (if Different)


       a.    Influent flow duration                 I  I  I   I  I     (MRS)        I i   i  I

       b.    Effluent flow duration                I  i  i   i  I     (MRS)
1.14.  is tank(s)  open or closed?


       Q   01     Open


       []   02    Closed



1.15.  Indicate shape of  tank  bottom.
                                            1-7

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"U.S. Environmental Protection Agency
Waste Treatment  Industry  Questionnaire
EQUALIZATION DESIGN BASIS NUMBER     I  i  I
                                    Equalization

                       Annual Operating &  Maintenance Information
          Hem
        Preferred Reported Unit1     Annual Cost

Amount    Unit     (if Different)        ($1989)
1.16.  Operating labor    I i  i  i  i  I  (MRS)    I  i  i I I  i  i
                                                  Dollars
1.17.  Maintenance  labor I  i  i  i  i  I  (HRS)
                                                  Dollars
1.18.  Energy
       a. Electric         I  i  i   i  i  i  I  (KWH)
                                  till I
                                              I Dollars
      b. Other (specify):
       c. Other (specify):
L
j	I
U_J  LLJ.I
                                                  Dollars
1.19.  Maintenance Materials  other than
       Treatment  Chemicals/Reagents2
                                  i  i   i  i
                                                  Dollars
      Specify:
1.20.  Total Operating  and Maintenance Cost I  i  i  I    I  t  \
                                                 I Dollars
1See Table R-9 for Unit Codes.
2Costs for treatment chemicals/reagents in 1989 should only be reported in Table J-10 page J-57 of
Section J.
                                           L-8

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U.S. Environmental Protection Agency
Waste Treatment Industry Questionnaire
                                Section L
                       Detailed  Design  Information
                              Subsection 2
                       Physical/Chemical  Oxidation
     This section  requests design  and maintenance  cost information on
     each physical/  chemical  oxidation  system  used  by  your  facility.
     Provide technical design information, unless indicated  otherwise.           I
     Identify non-design  (actual)  information on the  Comments  page
     except  where average  values  are  requested.   Provide actual  cost
     information for  1989.
2.1.  How many physical/chemical oxidation systems are on-slte?

     I  '  I   Physical/chemical oxidation systems


2.2.  Do all physical/chemical oxidation systems have the same design basis?

     jjj   Y     Yes    (Skip to  Question 2.4)

     PI   N     No
                                      L-9

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'U.S.  Environmental Protection  Agency
 Waste Treatment  industry Questionnaire
2.3.  How many different design bases were  used for the physical/chemical oxidation
      systems  on-slte?
             Design bases
      Photocopy  Subsection  2  (pages  L-11  through  L-20)  for each  different
      physical/chemical oxidation system  design basis.   Complete Questions 2.4
      through 2.41 tor each different physical/chemical oxidation system design  basis.
      At the top of each page, Identify the design basis with a number.  Start with "01"
      for the first design basis and number the remaining design bases sequentially.
                                          L-10

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U.S. Environmental  Protection Agency
Waste Treatment Industry Questionnaire
PHYSICAL/CHEMICAL OXIDATION DESIGN BASIS NUMBER   1  i  I


2.4.  Identify the code assigned In  Question  J-11 to the physical/chemical oxidation
      system(s) with this design basis.


           1COX   Cyanide oxidation


           2COX   Organic chemical oxidation


           3COX   Disinfection by oxidation of infectious organisms
2.5.  Identify the number(s)  assigned  to  the physical/chemical  oxidation  system(s)
      with  this design basis In the flow diagram In Question J.14.  Also  identify any
      other treatment codes  that  describe  waste  treatment processes  other than
      physical/chemical  oxidation  that occur In these  physical/chemical  oxidation
      system(s).

                  Physical/Chemical
                  Oxidation Codefsl                   Other Treatment Codetel
      EXAMPLE       COxO    |l ,N,E,U, 0,1 1  \  ,
                                                   ,  ,  ,   ,     ,  ,   ,  ,
      a.            LJCOXI  i  | I  i  i   !  i  i  I I i  i  i  i  i  I I  i  i  i  i  i  I

      b.            LJCOXI  i  1 I  i  i   i  i  i  I I i  i  i  i  t  I I  i  i  i  i  i  I

      c.            UcOXl  i  I I  .....  II .....  I I  i  i  i  i  i  I

      d.            UcOXl  i  I 1  i  i   i  t  i  I I i  i  i  i  i  1 1  i  i  i  i  i  I
      Answer the remaining questions In this subsection for only the physical/chemical
      oxidation process that  occurs In  the  physical/chemical oxidation system(s) with
      this  design basis.   Do not Include  Information for any  other waste treatment
      processes that occur In the system(s).
                                          L-11

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'U.S.  Environmental  Protection Agenc>
 Waste Treatment Industry  Questionnaire
 PHYSICAUCHEMICAL OXIDATION DESIGN BASIS NUMBER   1  i  I


2.6.  Is this a cyanide oxidation system?


      []   Y      Yes


      QN      NO    (Skip  to Question 2.16)



2.7.  Specify oxldlzer used  and dosage:
LJ a-
D ฐ
Q c.
D <*•
D f-
D 9-
Calcium hypochlorite
Chlorine
Ozone
Ozone/UV light
Hydrogen peroxide
Sulfide
Permanganate
Other
Specify:
at' ' * -J Ibs/lbs CN
at L J. . . J-J Ibs/lbs CN
at ' ' ' ..1 Ibs/lbs CN
at L.I ..J_J Ibs/lbs CN
all 1 1 1 Ibs/lbs CN
at I— l_.l J Ibs/lbs CN
at< i i 1 Ibs/lbs CN
at 1 ' ' 1 Ibs/lbs CN

2.8.  Specify other chemicals used and dosage:
a Sodium hydroxide
b. Formaldehyde
c. Other
Specify:
atLJ-J.
all ' '
ab_a

J Ibs/lbs CN
J Ibs/lbs CN
J Ibs/lbs CN

                                         L-12

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V.S. Environmental  Protection  Agency
Waste Treatment  Industry Questionnaire
 PHYSICAL/CHEMICAL OXIDATION DESIGN BASIS NUMBER  I  i  I


 2.9.  Type of Catalyst (if used)


           01     Iron


           02     Other (specify):	
                                                              Preferred Reported Unit1
                                                                Unit      (if Different)
2.10.  Influent cyanide concentration (design)    '  '  ป—LJ—LJ   (MGL)
2.11.  Effluent cyanide  concentration (design)
                                                    i   i  i  i
            (MGL)
2.12.  influent TOO concentration (design)
i  '  i   i  I   (MGL)
2.13.  Effluent TOC concentration (design)
i  i  i   i
            (MGL)
2.14.  influent COD concentration (design)
tiii
(MGL)
                       I  .  .  I
2.15.  Effluent COD  concentration (design)
i  i  i   i
            (MGL)
2.16.  Is this an organic chemical oxidation system?
            N     No     (Skip to Question 2.21)
 1See Table R-9 for Unit Codes.
                                          L-13

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U.S.  Environmental  Protection  Agency
Waste Treatment industry Questionnaire
PHYSICAL/CHEMICAL OXIDATION DESIGN BASIS N    ER   I  i  1


2.17.  Specify oxldlzer  used and dosage:


       Q  a  Chlorine                          atl  I  I  I     lbs/1,000 gallons


           b.  Hydrogen peroxide


           c.  Ozone


           d.  Ozone/UV light


           e.  Permanganate


           f.  Other


              Specify:	
at I  I  I I    lbs/1,000 gallons


at I  I  I I    lbs/1,000 gallons


all  !  I I    lbs/1,000 gallons


             lbs/1,000 gallons


             lbs/1,000 gallons
2.18.  Specify other chemicals used and  dosage:
           a  Sodium hydroxide


           b.  Formaldehyde


       []  c.  Other

              Specify:	
at
lbs/1,000 gallons
at I  I   I I    lbs/1,000 gallons


atl  I   I I    lbs/1,000 gallons
2.19.  Type of Catalyst (If used)
            01     Iron


       []   02     Other  (specify) :
2.20 Complete Table 2-1 to specify the design pollutant(s) being removed by organic
      chemical  oxidation and the design  Influent  and effluent  pollutant concentrations.
                                            L-14

-------
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-------
u's. Environmental Protection Agency
Waste  Treatment Industry Questionnaire
            This  Page  is Intentionally

                      Left Blank
                              1-16

-------
'U.S.  Environmental Protection Agency
 Waste Treatment  Industry  Questionnaire
 PHYSICAL/CHEMICAL OXIDATION DESIGN BASIS NUMBER   |  i  |


 2.21.  Is this a disinfection system  by  oxidation of infectious organisms?
                  Yes
N
                  No     (Skip  to  Question 2.28)
 2.22. Specify disinfection agent used and dosage:
              a.     Chlorine
                                              lbs/1,000 gallons
Q c-
D d.
n e-
Ozone
Ozone/UV light
Permanganate
Other
Soecifv:
at 1 1 1 1 lbs/1 ,000 gallons
atl— I— 1— I Ib5/1 000 gallons
at I 1 1 I lbs/1 000 gallons
atl— 1..J. I lbs/1 000 gallons

 2.23 Specify the infectious organfsm(s) and type of waste being disinfected.
                                           L-17

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'U.S.  Environmental Protection  Agency
 Waste Treatment  Industry Questionnaire
 PHYSICAL/CHEMICAL OXIDATION DESIGN BASIS NUMBER  I  i  I
2.24.  Influent TOC concentration  (design)
2.25.  Effluent TOC concentration (design)
2.26.  Influent COD concentration (design)
2.27.  Effluent COD  concentration (design)
                                                             Preferred  Reported Unit1
                                                              Unit      (H Different)
                                  I  i  i   i  i  i  I    (MGL)     I  i   i

                                  1  '  '   i  '  '  1    (MGL)     Ll—1

                                  I  '  '   '  '  '  I    (MGL)

                                  I	i    (MGL)
2.28.  is this a batch operation?
       []   N     No    (Skip to Question 2.31)
2.29.  Batch volume
       a.     Design
       b.     Average
                                     I  .  .  .  .  I
                                     I  ....  I
                                                   (GAL)
I  ,   ,  I
2.30.  Batch duration
       a.    Design
       b.    Average
                                                   (MIN)
                                                   (MIN)
1  .   i  I
i  .   .  I
2.31.  Is this a continuous operation?
N
                  Yes
                  No    (Skip to Question 2.37)
1 See Table R-9 for Unit Codes.
                                          L-18

-------
"U.S.  Environmental Protection Agency
 Waste Treatment  Industry  Questionnaire
 PHYSICAUCHEMICAL OXIDATION DESIGN BASIS NUMBER   I  i  I


 2.32.  How many stages does  each system (reactor) with this design basis have?


       LlJ Stages




 2.33.  How many units (reactors or tanks)  are In each  system with this design basis?


       i  i  1 Units
                                          I  ....  I
 1See Table R-9 for Unit Codes.
                                                         Preferred   Reported Unit1
                                                           Unit        (if Different)
2.34.  Influent  flow  (design)               Ml  III     (MGD)
 2.35. Influent flow (average)             LLJ—LJ-J     (MGD)
 2.36. Retention time (per stage or reactor)


       a. Design                               '   I  I  I     (M|N)


       b. Average                              I   I  I  ป     (M|N)
                                           L-19

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Ir.S.  Environmental Protection Agency
Waste Treatment Industry Questionnaire
PHYSICAL/CHEMICAL OXIDATION DESIGN BASIS NUMBER  I   i  I


                             Physical/Chemical  Oxidation

                        Annual Operating  & Maintenance  Information
          Item
        Preferred Reported Unit1     Annual Cost

Amount    Unit     (H Different)        ($1989)
2.37.  Operating labor
         J (MRS)    I  i   i  I I  i  ii
i  i i
              Dollars
2.38.  Maintenance labor  I  i  i  til  (MRS)    I  i   i  I I  i  i
                                                  Dollars
2.39.  Energy
       a. Electric         I  i   i  t  i  i   I  (KWH)
      b. Other (specify):
                           I,
       c. Other (specify):
                    i  .  .  I
                                                              i  i  i
                                                  Dollars
                                                  Dollars
                                                 (Dollars
2.40.  Maintenance  Materials other than
       Treatment  Chemicals/Reagents2
                                                  Dollars
      Specify:
2.41.  Total  Operating and Maintenance Cost  I  i   i  I    I  i  t
                                                  Dollars
1See Table R-9 for Unit Codes.
2Costs for treatment chemicals/reagents in 1989 should only be reported in Table J-10 page J-57 of
Section J.
                                           L-20

-------
'U.S. Environmental Protection Agency
 Waste Treatment Industry Questionnaire
                                Section  L
                       Detailed Design  Information

                               Subsection 3
                           Chromium  Reduction
      This section requests design and  maintenance cost information on
      each  chromium  reduction system used by  your facility.   Provide
      technical  design information, unless  indicated otherwise.   Identify
      non-design (actual) information  on  the  Comments  page  except
      where  average  values  are  requested.     Provide  actual  cost
      information for 1989.

 3.1.  How many chromium reduction systems are on-slte?

            Chromium reduction systems

 3.2.  Do all  chromium reduction systems have the same design basis?

          Y     Yes   (Skip to  Question  3.4)

          N     No
 3.3.  How many different design bases were used for the chromium reduction systems
      on-slte?
      LJ
Design bases
                                      L-21

-------
'U.S.  Environmental Protection  Agency
 Waste Treatment  Industry  Questionnaire
      Pt rtocopy Subsection 3 (pages L-23  through L-26)  lor each different chromium
      reduction system design basis.  Complete  Questions 3.4  through 3.18  for each
      different chromium reduction system design  basis.  At  the top of each page,
      Identify the design basis with  a number.  Start with "01" for the first design basis
      and number the remaining design bases sequentially.
                                           L-22

-------
'U.S. Environmental  Protection Agency
Waste Treatment Industry Questionnaire
 CHROMIUM REDUCTION DESIGN BASIS NUMBER I  i  I


 3.4.   Identify the code assigned in Question J-11 to the  chromium reduction
       system(s) with this design basis.
            1 0RE   Sodium bisulfite


       []   2CRE   Sulfur dioxide


            3 CRE   Ferrous sulfate
3.5.  Identify the number(s) assigned to the chromium reduction  system(s) with this
      design basis in the  flow  diagram In Question J.14.   Also Identify any other
      treatment  codes that  describe  waste treatment  processes other  than  chromium
      reduction  that occur in these chromium reduction system(s).

                     Chromium

                 Rgductioq Cpde(s)                Qjher Treatment Code(s)

      EXAMPLE    hlCRE|0|l|.        |l ,N ,E,U ,0,11 |  ,  ,  ,  ,  ,  11  ,  ,  , ,   ,  |
      a.            UcRELjJ,       I  i  i  i  i   i  II  i  i  i  i   i	

      b.            LJCRELJ,       I  .....  II	I!	I

                                                                        .  .   .  1
c.            U CRE! ,  I.
                   UCREJ  i  I.       I  i  i  i  i   i  Ii
                                                                    I	I
      Answer the  remaining questions In this subsection for only the  chromium
      reduction  process that occurs  In the chromium  reduction system(s) with this
      design  basis.   Do not  Include Information  for any  other  waste  treatment
      processes that occur In the system(s).
                                          L-23

-------
'U.S.  Environmental  Protection  Agency
 Waste  Treatment Industry Questionnaire
 CHROMIUM REDUCTION DESIGN BASIS NUMBER I  i  I


 3.6.  Specify reducing  agent  used and dosage:


      ฃ]   a  Sodium bisulfite                   at


      Q   b.  Sulfur dioxide                    at


      Q   c.  Ferrous sulfate                   at


      LJ   d.  Other                           at
                                                           I  ,   ,  I


                                                           I  .   .  I
                                                                        Ibs/lbs Cr


                                                                        Ibs/lbs Cr


                                                                        Ibs/lbs Cr


                                                                        Ibs/lbs Cr
3.7.  Is acid added?


      Q   Y      Yes   (specify):


      ON      No
3.8.  Is base added?


      [j   Y      Yes   (specify):


      n   N      No
3.9.   Influent flow (design)
3.10.  Influent flow (average)
                                               I  <  i  i  <  i
                                               I  i  i  i  i  i  I
                                                                Preferred    Reported Unit1

                                                                  Unit        (if different)

                                                                  (MGD)
                                                                  (MGD)
1See Table R-9 for Unit Codes.
                                            L-24

-------
O.S. Environmental  Protection Agency
Waste Treatment Industry Questionnaire
CHROMIUM REDUCTION DESIGN BASIS NUMBER
                                                              Preferred    Reported Unit1
                                                                Unit       (if different)
3.11.  Influent  hexavalent chromium
       concentration  (design)
J	I
    I     (MGL)
3.12.  Effluent  hexavalent  chromium
       concentration  (design)
I  I
i  i  I     (MGL)      I  i  i  I
3.13.  Retention time (per stage or  reactor)

       a.    Design
       b.    Average
   I  .  .  i
         (M1N)
         (MIN)
I  .   . I
i  .   . I
'See Table R-9 for Unit Codes.
                                          L-25

-------
U.S.  Environmental Protection Agency
Waste Treatment  Industry  Questionnaire
  HROMIUM REDUCTION DESIGN BASIS NUMBER I i  I
                                Chromium Reduction
                     Annual Operating  & Maintenance  Information
          Item
                                    Preferred Reported Unit1     Annual Cost
                            Amount    Unit     (if Different)       ($1989)
3.14.  Operating labor     lit  i  i  I (HRS)    1  i   i  I I  i  i i  i   i  i i  i
                                                                             I Dollars
3.15.  Maintenance  labor  I  i  i  i  i  I  (HRS)    I  i   i  I I  i   i i
                                                                              Dollars
3.16.  Energy
       a. Electric
                        I  i  i  i  i  i  I (KWH)    I  i   i  I I  i   i i  i   i  i ป  i  i  i
      b. Other (specify):
                           I,
       c. Other (specify):
                                                I  t   '  i i  i  t t  i   '  '.i i  i  I
                                                                              Dollars
 DC-are
3.17.  Maintenance Materials other than
       Treatment  Chemicals/Reagents2
                                                              i  i   i  i 1
I Dollars
      Specify:
3.18.  Total  Operating  and Maintenance Cost  I  i  i  I   I t  \
                                                                              Dollars
1See Table R-9 for Uni* Codes.
2Costs for treatment chemicals/reagents in 1989 should ons,
 Section J.
                                                   reported in Table J-10 page J-57 of
                                           L-26

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"U.S. Environmental Protection  Agency
Waste Treatment Industry  Questionnaire
                                 Section L
                       Detailed  Design  Information

                               Subsection  4
                          Chemical  Precipitation
      This section requests design  and maintenance  cost information  on
      each chemical precipitation  system  used by your facility.   Provide
      technical design  information,  unless  indicated  otherwise.   Identify
      non-design (actual)  information  on  the  Comments  page except
      where   average  values  are   requested.    Provide  actual   cost
      information for 1989.

4.1.  How many chemical precipitation systems are on-site?

            Chemical precipitation systems

4,2.  Do all chemical precipitation systems have the same design basis?

      []  Y      Yes   (Skip to Question 4.4)

      PI  N      No
4.3.  How many different design bases were  used for the chemical precipitation
      systems on-slte?
            Design bases
                                       L-27

-------
"U.S.  Environmental Protection Agency
 Waste Treatment Industry  Questionnaire
      Photocopy Subsection 4  (pages L-29  through L-35) for  each different chemical
      precipitation system design  basis.   Complete  Questions  4.4  through 4.20 for
      each  different chemical  precipitation system  design basis.   At the  top of each
      page, Identify the design  basis with a number.  Start with  "01" for the first design
      basis and number the remaining design bases sequentially.
                                           L-28

-------
•U.S.  Environmental  Protection Agency
 Waste Treatment  Industry Questionnaire
 CHEMICAL PRECIPITATION DESIGN BASIS NUMBER I  i  I
4.4.   Identify the code assigned In Question J-11 to the chemical precipitation
       system(s) with this design basis.
            1 CPR  Lime only

            2 CPR  Sodium hydroxide only

            3 CPR  Soda ash only

            4 CPR  Sulfide only

            5 CPR  High pH precipitation for complexed metals

            6 CPR  Chemical precipitation using various agents in the same system

            7 CPR  Other chemical precipitation (specify):
 4.5  Identify the  number(s) assigned to the chemical precipitation system(s) with this
      design  basis  In  the  flow  diagram In Question  J.14.  Also  identify  any  other
      treatment codes  that describe waste  treatment processes other than chemical
      precipitation that  occur in these chemical precipitation system(s).
                Chemical Precipitation

                      Codefel	
      EXAMPLE
HJ
CPR
         Other Treatment Codefs)

|8|0|*|T|0|l| h,G,R,A,0,l||
      a.

      b.

      c.

      d.
UCPRI  .  I

UCPRLJ

UCPRI  .  I
                I  ..... II
                        .  II  .  .
                                                  I  11
                  .  ,  .
                                      ,   ,
                                           II  ,
                                                ,  ,
                                         1   1
                                           1 1  I
                                                   1  1
                               II

                                           II
                                                                    ป ,
                                    ,   ,  I
                                                                           ,  ,
      Answer  the  remaining  questions  In this subsection  for  only  the chemical
      precipitation process that occurs In the chemical precipitation system(s) with this
      design  oasis.    Do not Include Information  for any other  waste treatment
      processes that occur In  the system(s).
                                          L-29

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'U.S.  Environmental Protection  Agency
 Waste Treatment  Industry  Questionnaire
CHEMICAL
PRECIPITATION DESIGN BASIS NUMBER 1 i 1
4.6 Specify coagulant used and
D

D

D
D

Q
[]
D
D
D

a Lime
b. Sodium hydroxide
c. Ferric chloride
d. Sodium sutfkie
e. Sodium hydrosulfide
f . Ferrous sulfide
g. Alum
h. Sodium borohydride
i. Polymer
j. Soda ash
k. Alkaline wastes
1 Other
fsneeifvl:
dosage: (Check all that apply.)
at | | | |
at 1 . . 1
at I i i |
at 1 . . 1
at I i i |
9f 1 1 1 1
at (ill
at 1 | i I
at 1 i i 1
at I i l I
at III!
at 1 , , 1


|bs/1 ,000 gallons
lbs/1 ,000 gallons
lbs/1 ,000 gallons
lbs/1 ,000 gallons
lbs/1 ,000 gallons
lbs/1 ,000 gallons
lbs/1,000 t.Jlons
lbs/1 ,000 gallons
lbs/1 ,000 gallons
lbs/1 ,000 gallons
lbs/1 ,000 gallons
lbs/1 ,000 gallons

7 Is this a batch operation?
D
D


Y Yes
N No 3klp to



Question 4.10)
Preferred
Unit


Reported Unit1
(if different)
4.8. Batch volume
a.
b.
Design
Average
1 i i i i i 1 'GAD
1 i i t i i 1 (GAL)

1 1 1 1
1 1 1 1

1See Table R-9 for Unit Codes.
                                           L-30

-------
U.S. Environmental Protection  Agency
Waste Treatment  Industry Questionnaire
CHEMICAL PRECIPITATION DESIGN BASIS NUMBER |  i  |



4.9.  Batch duration Including flocculatlon and  settling steps

                                                         Preferred

                                                           Unit
      a.     Design

      b.     Average
      j	i
i  i  i   i  i
(MIN)


(MIN)
Reported Unit1

 (if different)


  I  .   .  I
4.10  Is this a continuous operation?


      D    Y     Yes


            N     No     (Skip  to  Question 4.14)
4.11.  Influent flow (design)



4.12.  Influent flow (average)


4.13.  Retention time


       a.    Design

       b.    Average



4.14.  Design optimum pH


I , , I
I I 1 1
Preferred
Unit
(MGD)
(MGD)
Reported Unit1
(if different)
I , , I
I , , I
                (MIN)

    I   i  i  I     (MIN)



  I  ...  I
1See Table R-9 for Unit Codes.
                                           L-31

-------
U.S. Environmental Protection  Agency
Waste  Treatment Industry  Questionnaire
CHEMICAL PRECIPITATION DESIGN BASIS NUMBER I  i  I
 4.15.  Complete Table 4-1 to specify the design pollutant(s) being removed by
        chemical precipitation and the design Influent  and effluent pollutant
        concentrations.
                                          L-32

-------
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*SC ^ CO Q3 
-------
'U.S. Environmental Protection Agency
Waste Treatment Industry Questionnaire
            This  Page is Intentionally

                      Left Blank
                              L-34

-------
U.S. Environmental Protection Agency
Waste Treatment  Industry  Questionnaire
CHEMICAL PRECIPITATION DESIGN BASIS NUMBER
                               Chemical  Precipitation

                     Annual Operating  & Maintenance Information
          Item
                                    Preferred Reported Unit1     Annual Cost

                            Amount    Unit     (if Different)        ($1989)
4.16.  Operating labor     I  i  i  i  i I (HRS)    I  i   i  I I  i  i i  i   i  t i  i  i  I
                                                                              Dollars
4.17.  Maintenance  labor  I  i  i  i  i  I (HRS)    I  i   i  I I t  i \  .   i  i i  i  i  lrv.nare
4.18.  Energy
        - Etectric         I	I (KWH)    I  i   i  I I i  i
                                                                              Dollars
      b. Other (specify):
                           I  ....  I
       c. Other (specify):
                            I  1 ,,,,L_ I  1-1
                                                              .111
        Dollars
,LJ_lJ Dollars
4.19.  Maintenance Materials other than

       Treatment  Chemicals/Reagents2
                                                                              Dollars
      Specify:
4.20.  Total  Operating and  Maintenance Cost  1  .   i  I   1  .  .^ .  .  .  .  .  i  I
 1See Table R-9 for Unit Codes.
 2Costs for treatment chemicals/reagents in 1989 should only be reported in Table J-10 page J-57 of
 Section J.
                                           L-35

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'U.S. Environmental Protection Agency
Waste Treatment Industry Questionnaire
            This  Page is Intentionally

                       Left Blank
                              L-36

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'U.S. Environmental Protection  Agency
Waste Treatment Industry Questionnaire
                                 Section L
                       Detailed  Design  Information

                               Subsection 5
                           Multi-media  Filtration
      This section requests design  and maintenance cost information  on
      each multi-media filtration  system used by your  facility.  Provide
      technical  design  information,  unless  indicated otherwise.  Identify
      non-design  (actual)  information  on  the  Comments  page except
      where   average  values  are   requested.     Provide  actual   cost
      information for 1989.

5.1.  How many multi-media filtration systems are on-slte?

      I i  1  Multi-media filtration systems

5.2.  Do  all multi-media filtration systems  have the same  design basis?

          Y      Yes   (Skip to Question 5.4)

      jj   N      No

5.3.  How many different design bases were used for the multi-media filtration systems
      on-site?
     LJ
Design bases
                                       L-37

-------
U.S. Environmental  Protection  Agency
Waste  Treatment Industry Questionnaire
      Photocopy Subsection  5 (pages L-39 through L-43) for a    different multi-
      media filtration system design basis.   Complete  Questions ฃ.•*  through 5.27 for
      each  different multi-media  filtration system  design basis.   At the top of each
      page,  Identify the design basis with a number.  Start with "01" lor the first design
      basis  and number the remaining design bases sequentially.
                                           L-38

-------
"O.S.  Environmental Protection Agency
 Waste Treatment Industry  Questionnaire
 MULTI-MEDIA FILTRATION DESIGN BASIS NUMBER I  i  I


 5.4.  Identify the  number(s) assigned  In Question  J.14  to  the multi-media filtration
      system(s) with this design basis in the flow diagram.  Also  identify any other
      treatment  codes that describe waste treatment processes  other than  multi-media
      filtration that occur  In these multi-media filtration system(s).

                 Multi-media Filtration

                 	Code(s)	               Other Treatment Code(s)

      EXAMPLE    8FU.|Oil|          12 ,N, E,U, 0,11 |  ,  ,  ,   , ,  ||  ,  ,



      a-            BFILl i  I          I  i i  i  i  i  ||  i  i  i  i i  ||  i  i
                                                                            ,  ,
      b.            8 Fill  i  |          I  i  i   i  i  i  M  i  i   i  i  i  M  i  i
      c.            SFIL|  i  I          I  i  i   i  i  i  II  i  i   i  i  >  II  i  i
      d.            SFIL|  i  I
                           j	|_
                             i  i
i  i  11   i  i  i  i  i   11  i  i  i   i  i
      Answer  the  remaining questions  In  this subsection  for only  the multi-media
      filtration process which occurs In the  multi-media  filtration  system(s)  with  this
      design basis.   Do  not  Include  Information  for  any  other waste  treatment
      processes  which occur In  the  system(s).
                                           L-39

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'U.S.  Environmental  Protection Agency
 Waste Treatment  Industry Questionnaire
 MULTI-MEDIA FILTRATION DESIGN BASIS NUMBER
5.5   Specify media used in system (top to bottom):
a I 1 1 1 1 1 1 1 1 1 - 1 1
K 1 1 I 1 I 1 1 I II II
r- 1 1 t 1 1 1 1 1 II II
H 1 1 1 1 I 1 1 1 1 1 1 1
o 1 i 1 1 1 1 1 1 II I 1
1 1 1 1 1 1 1 1 1 1 1 I 1 t 1 1 1 i 1 1 1 1
1 1 1 1 1 1 1 t 1 1 1 1 1 1 | 1 1 1 1 1 1 1
1 1 1 i 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 i
1 1 1 1 1 1 I 1 I 1 1 1 I 1 1 1 1 1 1 1 I
1 1 t 1 I 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I
                                                              Preferred    Reported Unit1

                                                                Unit        (if different)
5.6.  TSS  Influent concentration  (design)
I  .....  I
                (MGL)
           I  .  . I
5.7.  TSS  effluent concentration  (design)       |_
                (MGL)
           I  .  . i
5.8.  TOO Influent concentration  (design)
I  .....  I
(MGL)
5.9.  TOC effluent concentration (design)
I  .....  I
(MGL)
5.10.  COD Influent concentration (design)      I  t  i   .  i  .  I
                (MGL)
5.11.  COD effluent concentration (design)      I  .  .   .  .  i  I
                (MGL)
5.12.  Flow (design)
                (MGD)
5.13.  Flow (average)
                 (MGD)
5.14.  Number of beds In each system
                                                      I  i  .  I
1See Table R-9 for Unit Codes.
                                          L-40

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*U.S.  Environmental  Protection Agency
 Waste  Treatment  Industry  Questionnaire
 MULTI-MEDIA FILTRATION DESIGN BASIS NUMBER I  i  I
 5.15. Do the beds operate In series or parallel?

       n  01     Series
       n  02     Parallel
       Q  03     Not applicable (only one bed)
       Q  04     Other (specify):
 5.16.  Media depth and total bed depth
        Media from  Question 5.5.
        a.
        b.
        c.
        d.
        e.
        Total bed depth
Preferred
Unit
depth:
I I I I (IN)
I I I I (IN)
i i
I .1, ,1, 1 (IN)
11 (IN)
1 1 1 1 (IN)
1 1 1 1 (IN)
Reported Unit^
(if different)

1 , , i
1 , , i
1 , , 1
1 . , 1
1 , , 1
i , , i
 5.17.  Filtration rate2
jj     (gpnVft2)    I'll  per ft2
 5.18.  Filter  run  length
                                         I	I
        (MRS)
 5.19.  Terminal  head loss
                                              i  i  i
        (IN)
                                                                       I   .  .  I
 5.20.  Backwash flow rate2
'   '
        (gpmm2)    l''l  per ft2
 1See Table R-9 for Unit Codes.
 2Units of measure are in unit of flow (gpm) per filter bed surface area (ft2).
                                            L-41

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"O.S.  Environmental Protection  Agency
 Waste Treatment  Industry Questionnaire
 MULTI-MEDIA FILTRATION DESIGN BASIS NUMBER i  i  I
                                                       Preferred    Reported Unit1

                                                         Unit       (if different)
5.21.  Backwash time (per backwash)
(MIN)
5.22.  Annual backwash frequency per bed
Times per year
1See Table R-9 for Unit Codes.
                                           L-42

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'U.S.  Environmental  Protection  Agency
 Waste  Treatment Industry Questionnaire
 MULTI-MEDIA FILTRATION DESIGN BASIS NUMBER I  i  I
                                 Multi-Media Filtration

                     Annual Operating & Maintenance  Information
           Item
         Preferred Reported Unit1    Annual Cost

Amount      Unit     (if Different)       ($1989)
5.23. Operating  labor    I  i  i  i  i  I  (HRS)   I  i   i  I  I  i   i i  i   t  i i  i  i  I
                                                  Dollars
5.24. Maintenance  labor  I  i  i  i  i  I  (MRS)   I  i   i  I  I  i   i i  i   i  t i   i  i  I
                                                  Dollars
5.25. Energy
       a. Electric         1	I  (KWH)   I  ,   i  I  I  i  i i  i   i  i i  i  i  I
                                                  Dollars
       b. Other (specify)
       c. Other (specify)
                           I  .... I
                     j	i
                                     i  i  i  i  i   i  I
Dollars
                                          ,LJ_LJ Dollars
5.26. Maintenance Materials  other than
       Treatment  Chemicals/Reagents2
                                       	1
                                                  Dollars
       Specify:
 5.27. Total Operating and Maintenance Cost   I  i  i  I  I i j
                                                  Dollars
 1See Table R-9 for Unit Codes.
 2Costs for treatment chemicals/reagents in 1989 should only be reported in Table J-10 page J-57 of
 Section J.
                                            L-43

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U.S. Environmental Protection Agency
Waste Treatment Industry Questionnaire
            This Page  is  Intentionally

                      Left Blank
                             L-44

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'U.S. Environmental Protection  Agency
 Waste  Treatment Industry Questionnaire
                                 Section L
                       Detailed  Design Information

                               Subsection  6
                    Steam Stripping and  Air  Stripping

      This section requests  design and maintenance cost  information on
      each steam and air stripping system  used by your facility.  Provide
      technical design information,  unless indicated otherwise.   Identify
      non-design (actual) information on the Comments page  except
      where  average  values   are  requested.    Provide  actual  cost
      information for  1989.

 6.1.  How many steam and/or air stripping systems are on-site?

      I t I  a. Steam stripping systems

      I i j  b. Air stripping systems
 6.2.  Do all steam and air stripping systems have the same design basis?
                Yes   (Skip to Question 6.4)
                No
                                      L-45

-------
"U.S.  Environmental Protection Agency
 Waste Treatment Industry Questionnaire
6.3.  How many different design bases were used for the stream and/or air stripping
      systems on-site?
      |_i. I  a. Steam stripping design bases



      I  j |  b. Air stripping design bases
      Photocopy  Subsection  6  (pages  L-47 through  L-54)  for  each  different steam
      and/or air stripping system  design basis.   Complete Questions 6.4 through 6.30
      for each different steam and/or air stripping system design basis.  At the top of
      each page,  Identify the design basis with a number.  Stan  with "01"  for the first
      design basis and number  the remaining  design bases sequentially.
                                           L-46

-------
'U.S.  Environmental Protection Agency
Waste Treatment Industry Questionnaire
 STEAM OR AIR STRIPPING DESIGN BASIS NUMBER I  i   I
6.4.   Identify the code assigned in  Question J.11 to the steam or air stripping
       system(s) with  this design basis.
            1STR   Air stripping
            2STR   Steam stripping
6.5.  Identify the number(s) assigned to the steam or air stripping system(s) with this
      design basis In the flow diagram  In Question J.14.

                  Stripping Code(s)


      EXAMPLE  [2]   STR    10|1J
a. U
b. U
c. U
d. U
STR
STR
STR
STR
Ld
LJ
LJ
LJ
 6.6. Complete Table 6-1  to  specify the design pollutant(s) being removed by steam or
      air stripping and  the design  Influent  and effluent pollutant concentrations.
                                            L-47

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'U.S. Environmental Protection Agency
Waste Treatment Industry Questionnaire
            This  Page is Intentionally

                      Left Blank
                             L-48

-------
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                                                           1-49

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U.S. Environmental Protection Agency
Waste  Treatment Industry Questionnaire
            This Page  is  Intentionally

                      Left Blank
                             L-50

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"O.S.  Environmental Protection  Agency
 Waste Treatment  Industry Questionnaire
 STEAM OR AIR STRIPPING DESIGN BASIS NUMBER I  i  I
6.7.  Flow  (design)
6.8.  Flow  (average)
                             LL
6.9.  Number of column(s)  In each system      I  i   i  I
Preferred
  Unit
  (MGO)


  (MGD)
                                                                   Reported Unit1
                                                                    (if Different)
6.10. Do the columns operate In series or parallel?
            01    Series
            02    Parallel
            03    Not applicable (only one column)
            04    Other (specify):
 6.11. Diameter of column(s)
 6.12. Height of column(s)
6.13. Number of trays per column (check one) |
Actual
                      Theoretical
                                               (IN)
                                               (FEET)
              I  .   , I

              I  .   . I
 6.14. Tray spacing
                                               (FEET)
 1See Table R-9 for Unit Codes.
                                          L-51

-------
U.S.  Environmental Protection Agency
Waste Treatment industry Questionnaire
STEAM OR AIR STRIPPING DESIGN BAS! ~ NUMBER I  i  I
6.15.  Indicate type of packing material

       Q   01    None
            02    Random dumped (specify):
            03    Stacked packing (specify):
            04    Corrugated sheet
       []   05    Other (specify): 	
                                                            Preferred    Reported Unit1
                                                              Unit        (if Different)
6.16.  Diameter of packing (if applicable)
            (IN)
                         I  .   ,  I
6.17.  Ambient temperature
I  .   .  I
            fF)
6.18.  Influent wastewater temperature
       (after heating,  If heated)
I  .   .  I
            CF)
6.19.  is this a steam stripping or air stripping process?
            01    Steam stripping  (Skip to Question  6.23)

            02    Air slipping

6.20.  indicate the air : wastewater volume ratio.
        Air       Wastewater
                     1
1See Table R-9 for Unit Codes.
                                            L-52

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'U.S.  Environmental  Protection Agency
 Waste Treatment Industry Questionnaire
 STEAM OR AIR STRIPPING DESIGN BASIS NUMBER I  i  I



 6.21.  Design minimum air temperature



                (T)
 6.22. Is the wastewater heated?


       Q   Y     Yes


       []   N     No



 6.23. Steam  requirement


       j  i  i i  i  i  I    (IBS/DAY)



 6.24. Steam  conditions


       a. Pressure                       I  i  i  i  i  i  I


       b. Temperature                    I  i...i_.i  i  i  I



 6.25. Is the steam generated  on-site?


       D   Y     Yes


       []   N     No
                                          L-53

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V.S.  Environmental Protection Agency
Waste Treatment Industry Questionnaire
 STEAM OR AIR STRIPPING DESIGN BASIS NUMBER I  i   I
                               Steam and Air Stripping

                     Annual Operating  & Maintenance Information
          Item
             Preferred Reported Unit1    Annual Cost

    Amount     Unit      (if Different)       ($1989)
6.26.  Operating labor     i  i  i  i  . I (HRS)   I  i   i  I  I  i  11
                                        J	I
                               Dollars
6.27.  Maintenance labor  I  i  i  i  i  I (HRS)   I  i  i  I  I   i  i i  i   i  i i   i  i  I
                                                      Dollars
6.28.  Energy
       a. Electric
I  i  i  i  t  i  I (KWH)   I  i  i  I  Li ii
                                                                   I  i I
                              (Dollars
       b. Other (specify)
     1111
       c. Other (specify)
                           I  ,  .  .  . I
6.29.  Maintenance Materials other than
       Treatment  Chemicals/Reagents2
       Specify:
I  i   i  I  1 i  i
i  ป   i  i, i i  i  I Dollars
                       Li_J  LLJ.
                                                      Dollars
                               Dollars
6.30.  Total  Operating  and Maintenance Cost   I  i  i  I  I  i  i i  i   i  i i  i  i  1
                                                      Dollars
1See Table R-9 for Unit Codes.
2Costs for treatment chemicals/reagents in 1989 should only be reported in Table J-10 page J-57 of
 Section J.
                                           L-54

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'U.S. Environmental Protection Agency
 Waste  Treatment Industry Questionnaire
                                 Section  L
                        Detailed Design Information

                                Subsection  7
                   Granular Activated  Carbon  Adsorption

      This section  requests design and  maintenance cost information on
      each  granular  activated carbon adsorption  system used by your
      facility.   Provide  technical design  information,  unless indicated
      otherwise.    Identify   non-design  (actual)  information  on   the
      Comments  page  except  where  average   values  are  requested.
      Provide actual cost information  for 1989.

 7.1.  How many granular activated carbon adsorption systems are on-site?

              Granular activated carbon adsorption systems

 7.2.  Do all activated carbon adsorption systems have the same design  basis?

                Yes   (Skip  to  Question  7.4)

                No
 7.3.  How many different design bases were used for the granular activated carbon
      adsorption  systems  on-site?
            Granular activated carbon adsorption design bases
                                       L-55

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V.S. Envlronmenta'  Protection Agency
Waste T' itment  ;   'Stry Questionnaire
      PhL.jcopy S   action 7  {pages  L-57 through L-65) lor each different granular
      activated  cat^jn  adsorption  system design  basis.   Complete Questions 7.4
      through 7.32 for each  different  granular activated carbon  adsorption system
      design basis.  At the top of each page,  Identify the design basis with  a number.
      Start with "01" for the first design basis and number the remaining design  bases
      sequentially.
                                          L-56

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U.S. Environmental Protection Agency
Waste  Treatment Industry  Questionnaire
GRANULAR ACTIVATED CARBON ADSORPTION DESIGN BASIS NUMBER I  i  I


7.4.  Identify  the number(s)  assigned to the  granular  activated  carbon  adsorption
      system(s)  with this design basis in the flow diagram  in  Question J.14.   Also
      Identify  any other  treatment  codes that  describe  waste  treatment processes
      other  than granular activated carbon  adsorption  that  occur In  these granular
      activated carbon adsorption system(s).

           Granular Activated Carbon

              Absorption Codefsl               Other Treatment Code(s)

      EXAMPLE1 ADS |0|l|        |2|F,I |L|0|l| I  ,  ,  ,  i   i I  I  i  i  i  i   i  I
        a.       1ADS| i  |       I  !  i   i  i  i  I I  i  i   i  i  i  I I   i  i  i  i  i  I

        b.       1ADS| i  I       I  i  i   i  i  i  I I  i  i   i  i  i  I I   i  i  i  i  i  I

        C.       1ADSl i  I       I  i  i   i  i  i  M	I I   i  i  i  i  i  I

        d.       1ADSJ i  |       I  i  i   i  i  i  I I	I I   i  i  i  i  i  I


      Answer the remaining  questions In  this subsection  for only the  granular activated
      carbon  adsorption  process  that  occurs  in  the  granular activated carbon
      adsorption system(s) with  this design basis.  Do not Include Information for any
      other waste  treatment processes that occur In the  system(s).
7.5.  How many columns are In each system?



      I  i  I   Columns



7.6.  How many columns are in use during operation In each system?



      i  i  I   Columns operating per system



7.7.  Are columns operated In parallel or series?


           01     Parallel


           02     Series
                                          L-57

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U.S. Environmental Protection  Agency
Waste  Treatment Industry Questionnaire
GRANULAR ACTIVATED CARBON ADSORPTION DESIGN BASIS NUMBER 1  i  I


7.8.  Complete Table 7-1 to specify the design  pollutant(s) being removed by carbon
      adsorption and the design Influent and effluent pollutant concentrations.
                                         L-58

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                                         L-59

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O.S. Environmental Protection Agency
Waste Treatment Industry Questionnaire
            This Page is  Intentionally

                      Left  Blank
                             L-60

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'U.S. Environmental  Protection  Agency
 Waste Treatment Industry  Questionnaire
 GRANULAR ACTIVATED CARBON ADSORPTION DESIGN BASIS NUMBER I  i  I
                                                         Preferred

                                                          Unit
                              Reported Unit1

                               (if Different)
7.9.   Flow (design) per system
I  i  i  i  i   i  I    {MGD)        I  i  i  I
7.10.  Flow (average) per system        i  i  i  i  i  i  I     (MGD)       I  i   i  I
7.11.  Carbon use rate per system       I  i  i  i  i  i  I
                 LBS of Carbon/1,000

                 Gallons of Wastewater
7.12.  Amount of carbon used In 1989

       per system                      I  i  i  i  i  i  I     (LBS)
 7.13.  Total bed volume per column     I  i  i  i
        j	i
(CFT)
 7.14.  Backwash rate per column
I  t  i  i  t   t  I     (GPM)        I  i  i  I
 7.15.  Backwash time
I	I     (MIN)
 7.16.  Backwash frequency
I  i  i  i  i   i  I    Times/Day
 7.17.  Indicate the average  frequency of carbon
       replacement for a carbon bed.
       Frequency
                 Times/Year
 'See Table R-9 for Unit Codes.
                                         L-61

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'U.S.  Environmental  Protection Agency
 Waste Treatment Industry Questionnaire
 GRANULAR ACTIVATED CARBON ADSORPTION DESIGN BASIS NUMBER I  i  I


 7.18.  Indicate type of  carbon adsorption system.	
7.19.  Indicate below  the basis of the carbon syst    design:


       Q   01    Bench scale test

       Q   02    Pilot plant tests

       Q   03    Theoretical isotherm

       Q   04    Commercial unit experience

       Q   05    Other (specify): 	
7.20.  Describe the tests or Isotherms used as the basis for designing the activated
       carbon system and attach any available bench or pilot plant results or isotherms
       used.  (Attach additional sheets If necessary.)


       a.  Description:
       b.  Descriptic  of attachments (if any):
7.21. Did problems with biological growth require modification of the original design?
            Y     Yes


       QN     No    (Skip to Question  7.23)
                                           L-62

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U.S. Environmental Protection Agency
Waste Treatment  Industry  Questionnaire
GRANULAR ACTIVATED CARBON ADSORPTION DESIGN BASIS NUMBER I  i  I


7.22.  Describe below the problems encountered with biological growth and the
       design modification adopted.


       a. Problem description:
       b. Design modification:
7.23.  Indicate method of carbon regeneration.
            01    Regenerated on-site.    (Skip to Question  7.26)


            02    Regenerated off-site.    (Skip to Question  7.27)


       |~]   03    Carbon is not regenerated.
7.24.  Indicate disposition  of  exhausted carbon
            01     Disposed in on-site landfill


            02    Disposed in off-site landfill


       []]   03    Other (specify):
7.25.  What was the cost of disposal for exhausted  carbon In  1989?
                     .  .   . I
                               Dollars  (Skip to Question  7.28)
                                           L-63

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'U.S.  Environmental Protection Agency
 Waste Treatment  Industry  Questionnaire
 GRANULAR ACTIVATED CARBON ADSORPTION DESIGN BASIS NUMBER I  i  I
7.26.  Indicate the type of thermal  or  non-thermal carbon  regeneration system used.
       Thermal
       Q    01     Rotary kiln
       Q    02     Multiple hearth
             03     Steam
             04     Other thermal regeneration (specify): 	
       Non-Thermal
             05     Regeneration with acid
             06     Regeneration with base
             07     Other non-thermal regeneration (specify):
7.27.  What was the cost  of carbon  regenerated In 1989 per system?
                 i  i
Dollars
                                           L-64

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'U.S.  Environmental  Protection Agency
 Waste Treatment Industry Questionnaire
 GRANULAR ACTIVATED CARBON ADSORPTION DESIGN BASIS NUMBER 1  i  I

                        Granular Activated Carbon  Adsorption

                     Annual  Operating  & Maintenance  Information
          Item
             Preferred  Reported Unit1   Annual Cost

    Amount     Unit     (if Different)       ($1989)
 7.28. Operating  labor     I  i  i  i   i  I (MRS)   I  i   i  I  I  .   . t
 7.29. Maintenance labor  I  i  i  i   i  I (HRS)   I  i   i  I  |_J_J,I
                                                     Dollars
 7.30. Energy
       a. Electric
I	i  (KWH)   I  t   i  I
JLJ, '''I Dollars
       b. Other (specify)
   I  .... I
      ''I Dollars
      c. Other (specify)
                           I  ....  I
                       I  ,   ,  I
                                                     Dollars
7.31. Maintenance Materials other than
       Treatment Chemicals/Reagents2
                                                  _U Dollars
       Specify:
7.32. Total Operating and  Maintenance Cost   I  i   i  I  I  t  i
                                     , LJ_LJ, L_L_lJ Dollars
 1See Table R-9 for Unit Codes.
 2Costs for treatment chemicals/reagents in 1989 should only be reported in Table J-10 page J-57 of
 Section J.
                                           L-65

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tf.S. Environmental Protection Agency
Waste Treatment industry Questionnaire
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                             L-66

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U.S.  Environmental  Protection Agency
Waste Treatment  Industry  Questionnaire
                                 Section L
                       Detailed  Design Information

                               Subsection  8
                           Biological Treatment

      This  section requests  design  and maintenance  cost information on
      each biological  treatment system used  by your facility.   Provide
      technical  design Information,  unless indicated  otherwise.   Identify
      non-design (actual) information on  the  Comments  page  except
      where  average  values   are   requested.    Provide  actual  cost
      information for 1989.

8.1.  How many biological treatment  systems are on-slte?

            Biological treatment systems

8.2.  Do all biological systems have the same design basis?

      []  Y      Yes   (Skip to Question 8.4)

                 No
8.3.  How many different design bases were used for the biological systems on-slte?

            Biological treatment design bases
                                      L-67

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'U.S.  Environmental Protection Agency
 Waste  Treatment IP  -try  Questionnaire
      Photocopy Su.   ctlon 8  (pages  L-69  thro   ft L-76) for each biological treatment
      system design uasls.  Complete Quest Ion ~ 8.4 through 8.40 for each  different
      biological system design  basis.  At  the  top of each page, Identify the design
      basis with a number. Start with "01" for the first design basis and number the
      remaining design bases  sequentially.
                                           L-68

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'U.S. Environmental  Protection Agency
Waste Treatment Industry Questionnaire
BIOLOGICAL TREATMENT DESIGN BASIS NUMBER 1 1 1
8.4.







Identify the code assigned In Question J.11 to the biological treatment system(s)
with this design basis.
Q 01 BIO Activated Sludge
0 02BIO Aerobic
[~~l 03BIO Anaerobic
Q 04BIO Aerobic-anaerobic (facultative)
Q 05BIO Rotating biological contactor
[] 06BIO Trickling filter
PI 07BIO Sequential batch reactor







f~l 08BIO Activated sludge with powdered activated carbon addition

8.5.
fl 09BIO Nitrification
|_| 10BIO Denitrification
2 11 BIO Other biological treatment (soectfv):




Identify the number(s) assigned to the biological treatment system(s) with this
design basis in the flow diagram in Question J.14. Also identify any other
treatment codes that describe waste treatment processes other than biological
treatment that occur In these biological treatment system(s).
Biological Treatment
Code(s) Other Treatment Codefs}

EXAMPLE|0,7|Blo|l| |l ,G,R,A,0,1 1 | , , , , ,
a. |il BioU I i i i i i I I i i i i i
b. Ill BioU | 	 1 i i i i t t
| . IBIOLJ 1 	 II , , , , ,
d. Ill BioU 1 	 1 1 i i i i i
1 , , , , , 1
1 , , , , , 1
1 , , , , , 1
1 , , , , , 1
!,,.,,!
      Answer the  remaining questions  In  this  subsection  for ojily  the biological
      treatment process  that occurs  In  the biological treatment  system(s)  with  this
      design  basis.   Do not  include Information for any other  waste treatment
      processes that occur In the system(s).
                                          L-69

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"U.S. Environmental Protection  Agency
 Waste Treatment Industry  Questionnaire
 BIOLOGICAL TREATMENT DESIGN BASIS NUMBER
    LJ
                                                       Preferred   Reported Unit1

                                                         Unit       (if Different)
8.6.  Land requirements (acres)
8.7.  BODg Influent (design)
8.8.  BODs effluent (design)
8.9.  TSS  Influent (design)
8.10.  TSS effluent (design)
                 (ACR)
I  i  i  i  i   i  I    (MGL)
I  i  i  i  i   i  I    (MGL)        I  i  i  I
I  i  i  i  i   i  I     (MGL)
I  i  .  i  i   i  I    (MGL)        I  i  i  I
8.11.  Influent flow  design)
I  i  i  i  i   i  I     (MGD)
8.12.  Influent How (average)
                                      I,
                 (MGD)
8.13.  BOD  "K" rate (design)
                 (DAY-1)
8.14.  Detention time
      a. Design
      b. Average
8.15.  MLSS (design)
             I     (HRS)
I  i  i  i  i  i  I     (HRS)
I  .  . I


,  .  . I
I  i  i  t  i   i  I     (MGL)        I  i  i  I
8.16.  MLVSS  (design)
i	I     (MGL)        I  i  i  I
8.17.  Food to mass (F/M) ratio (design) I  i  i  i  i  i  I
'See Table R-9 for Unit Codes.
                                         L-70

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       'U.S. Environmental  Protection  Agency
        Waste  Treatment  Industry Questionnaire
^     BIOLOGICAL TREATMENT DESIGN BASIS NUMBER
                                                                  Preferred   Reported Unit1
                                                                    Unit       (if Different)

        8.18. Wastewater  temperature (design)
        8.19.  Mean  cell residence time (design) I  i  i  i   i  i  I
(DAY)
        8.20.  Other  design  parameter  (specify):	        I  i   i  !
        8.21.  Were winter conditions  considered In designing the biological system?

                   Y     Yes

                   N     No     (Skip to  Question 8.23)
        8.22.  Check the appropriate  Items  below to indicate consequent modifications  In the
               system  design:

                    01     Insulation
                    02     Heat addition
                    03     Excess aeration capacity biological rate constant
                    04     Design based on lower BOD "K" rate
                    05     Other (specify):  	
                    06    Other (specify):
        1See Table R-9 for Unit Codes.
                                                   L-71

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'U.S.  Environmental Protection  Agency
 Waste Treatment  Industry  Questionnaire
BIOLOGICAL TREATMENT DESIG
8.23. Specify nutrient feed
[] 01 None
Q 02 Phosphorus
Q 03 Nitrogen
Q 04 Other
Specify:

8.24. Specify chemical feed
[] 01 None
n 02 Alum
Q 03 Lime
Q 04 Polymev
Q] 05 Other
Specify:

IN BASIS NUMBER I I I
systems and the dosage.
f at L 1 , 1 , J—l I PS/1 ,000 Gallons Wastewater
m |. 	 | i | J LBS/1 ,000 Gallons Wastwator



system to aid solids removal and dosage.
at I i i i I i R$/1 ,000 Gallons WastRwater
i i
at L.1 1 . 1-J I PS/1 000 Gallons Wastwate"1
at I_I_L 1 .1 I PS/1 ,000 Gallons Wastpwater


8.25.  Is this an activated sludge system?
                  Yes
                  No     (Skip to Question  8.27)
                                          L-72

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U.S. Environmental  Protection  Agency
Waste Treatment Industry Questionnaire
BIOLOGICAL TREATMENT DESIGN BASIS NUMBER
LJ
8.26.  Check the  appropriate boxes below to Indicate the type and the  operation of
       the biological system.  (Check all that apply.)

       a.  Type of Activated Sludge System:
            01     Pure oxygen
            02     Mechanical aeration
            03     Diffused aeration
            04     Powered activated carbon addition (PAC)
       [3   05     Other (specify):
       b.  Mode of Operation:
            0 1     Plug flow
            02     Complete mix
            03     Contact stabilization
            04     Other (specify):  _
8.27.  Is this a fixed  film biological process (e.g., trickling filter, anaerobic filter,
       rotating biological contactor)?

       []   Y      Yes
            N      No    (Skip to  Question 8.31)
                                            L-73

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'U.S.  Environmental Protection Agency
 Waste Treatment Industry  Questionnaire
 BIOLOGICAL TREATMENT DESIGN BASIS NUMBER
                                LJ
8.28. Specify the type  of  media used.
01    Gravel
02    Random dumped plastic packing
03    Rotating discs
04    Corrugated sheet
05    Other (specify): _
      []
8.29.  What is the rate of wastewater recycle flow to the influent flow?

             01     No recycle

       [J    02     Recycle ratio (design)  Recycle      Influent
                                                :    1
8.30.  What  Is the volume of the packing  material?
                                                          Preferred     Reported Unit1
                                                           Unit         {it Different)
                                                           (GAL)
8.31.  Is this a sequencing batch reactor (SBR)?
            Y     Yes
            N     No    (Skip to Question 8.35)
1 See Table R-9 for Unit Codes.
                                           L-74

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'U.S.  Environmental Protection Agency
 Waste Treatment Industry Questionnaire
 BIOLOGICAL TREATMENT DESIGN BASIS NUMBER
    Ld
8.32 Indicate whether this SBR process  Includes anaerobic and/or aerobic reaction
      periods and the duration of  each.

                                                          Preferred     Reported Unit1

                                                           Unit         (if Different)
            a. Anaerobic


            b. Aerobic
I  .....  I


I	I
(MIN)


(MIN)
8.33. Indicate the typical duration of each SBR sequence step.
                                                J	I
            b.  React (report total of

                   Question 8.32)

            c.  Settle

            d.  Decant


       D   e  ldle



8.34. What is the reactor volume?     I  i  i  i  i_J.._L.J
                                                                       I .  .  I
I , , , , . I
I 1 I 1 1 1 I
1 1 1 1 1 1 1
1 , , , , , 1
(MIM) I.,J,,,I 1
(MIM) 1 1 i 1
(MIN) 1 i i 1
(MIM) 1 1 1 1
                  (GAL)
8.35. Describe biological treatment system If answers to Questions 8.25, 8.27,  and

       8.31 are "No".
            a.  Type of system
            b.  Mode of operation
 1See Table R-9 for Unit Codes.
                                           L-75

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UrS.  Environmental Protection Agency
Waste Trei -nent  industry  Questionnaire
Bit   -JICAL TREATMENT DESIGN BASIS NUMBER
                                 Biological Treatment

                     Annual Operating  & Maintenance  Information
          Hem
                                     Preferred Reported Unit1    Annual Cost

                            Amount     Unit     (if Different)       ($1989)
8.36.  Operating labor     I  i  i  i  i I (MRS)   I  i  i  I  I  i  i i
                                                                             (Dollars
8.37.  Maintenance labor  I  i  i  i   i  I (MRS)   I   i  i  I  I  i  i i  i  i  i  i  i  i  I
                                                                              Dollars
8.38.  Energy
       a. Electric
                        I  i i  i  i  i  1 (KWH)   1  i  ,  I  1  i  i
                                                                              Dollars
       b. Other (specify)
                           I  .... 1
                                                              i  i  i  i  i
                                                                             I Dollars
8.39.  Maintenance  Materials other than
       Treatment  Chemicals/Reagents2
                                                              i  i  i  i
       Specify:
8.40.  Total  Operating and Maintenance Cost   I  i  i  I  I  i  i t  >  i  i  i  i  i  I
                                                                              Dollars
1See Table R-9 for Unit Codes.
2Costs for treatment chemicals/reagents in 1989 should only be reported in Table J-10 page J-57 of
 Section J.
                                           L-76

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'U.S. Environmental  Protection Agency
 Waste  Treatment Industry Questionnaire
                                                                  Page	of	
                            Comments for Section L
      Please  use  this page  to continue responses  to  questions In Section L
      Subsections  when  additional  space Is required and  to  provide  additional
      Information  for  responses  where clarification is deemed necessary.   Please
      cross-reference your comments by question or table number.  Questions should
      be Identified by placing a "Q" prior to the question number and tables should be
      Identified by placing a "T" prior to the table number.  Indicate the  design basis
      number where applicable.

                 (Please photocopy this page before  completing.)
 Question/Table (Design Basis
  Number       Number)
l  ...  l     (LJ).
              (LJ).
  I	I
J     (Lull
        J     (LJ).
  J	L
      (LJ).
  l  l   l
      (LJ).
                                       L-77

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Waste Treatment Industry Questionnaire
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                             L-78

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                                 I
            MONITORING
DATA REPORTS


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U.S. Environmental Protection Agency
Waste Treatment Industry Questionnaire
                                Section K
                       Wastewater  Monitoring Data


     Report in this section  wastewater monitoring data  for both  sampling
     points identified in the  wastewater treatment diagrams In Section J, as
     well as  wastewater that  is  disposed  of  untreated, identified in
     Sections B through I.

     Please provide in this  Section only wastewater monitoring  data  that
     was obtained using EPA-approved analytical  methods (40 CFR Parts
     136 and 261).
                                     K-1

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U.S. Environmental Protection  Agency
Waste Treatment industry Questionnaire
K 1.  Pit,-ie complete Table  K-1 for all  wastewater  (treated and untreated) monitoring
      data to be provided with this questionnaire response.

      Column A:  For facilities required to  complete Section J, please use the sample point codes
          assigned in the wastewater treatment system flow diagram(s). Make sure that the sample point
          codes match those that are labelled in the flow diagram(s).


          For facilities that dispose of wastewater without treatment, please identify the wastewater source
          using the codes that were designated in the wastewater source questions in Sections B through
          I {i.e., Questions B.9. C.13, D.3, E.2, F.2, G.4, G.20, H.2,1.3,1.14, and I.24).

      Columns B through  F:  Please enter the daily maximum, maximum monthly average, and long-
          term average (over sample period) flows at all the sample points and wastewater sources listed in
          Column A.  Indicate the unit code and length of sample period.

      Columns G through K:  Please indicate the type/location of each sample point  and wastewater
          source listed in Column A.

      DO  NOT   INCLUDE  ANY   MONITORING   DATA   COLLECTED   FOR  WASTE
      ACCEPTANCE  OF  COMMERCIAL  OR  NON-COMMERCIAL  RECEIPTS.
                                              K-2

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   D)
   fi.



   O
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   M
Type/Location of Sample Point
Flow at Sample Point
G H 1 J K
Segregated Combined Inter- Treated Untreated
Influent Influent mediate Effluent Effluent
8 C D E F
Length of
Sample
Maximum Monthly Long Term Average Period
OaRy Maximum Average Over Sample Period Unit Code* (Days)
< il ง
J"
nnnnnnnnnnnonn
n n n D.D n n n n n n n n n
nnnnDnnnnnnnnn
nnnnnnnnnnnnnn
nnnnnnnnnnnnnn


—
-


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                                           11
                                            -
                                           :O
                         K-3

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U.SL Environmental Protection Agency
Waste Treatment Industry Questionnaire
            This Page is  Intentionally

                       Left  Blank
                              K-4

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                                                                                                     I
• U.S. Environmental Protection  Agency
 Waste  Treatment  Industry Questionnaire
 K.2.  Please complete Table  K-2 for all pollutants for which  monitoring data  are to be
       supplied  but are not listed In Table R-6.

       Column A: Please assign a code for each pollutant or pollutant parameter.  Make sure the code is
           not listed in Table R-6.

       Column B: Please enter the Chemical Abstract Service (CAS) number for each pollutant listed in
           Column A. Please do not use the hyphens in the CAS numbers when entering them in Column
           B.

       Column C: Please enter the name of each pollutant or pollutant parameter listed in Column A. Use
           more than one line for names if necessary.
                                               K-5

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U.S, Environmental Protection Agency
Waste Treatment Industry Questionnaire
             This Page  is  Intentionally

                       Left  Blank
                              K-6

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)


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tt
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Parameter Code1


































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s
c
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1 Assign a number to each f
2 Enter CAS number only if r
K-7

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U.St Environmental Protection Agency
Waste Treatment Industry Questionnaire
              his Page  is  Intentionally

                       Left  Blank
                              K-8

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U.S. Environmental Protection  Agency
Waste Treatment Industry Questionnaire
K.3.  Please complete Table  K-3 for the 1989  wastewater  monitoring data  available for
      the pollutants and pollutant parameters listed In Table  K-2 and Table  R-6.   Please
      only  enter  monitoring  data  that was  obtained  using  EPA-approved analytical
      methods (40 CFR Parts 136 and 261).

      Column A:  Please identify the pollutants and pollutant parameters using the codes entered in
          Column A of Table K-2 or other codes from Table R-6.

      Column B:  Please identify the sample point and wastewater source codes using the codes
          entered in Column A of Table K-1.

      Column C:  Please indicate the type of sample used.

      Columns D through L: Please enter the summary data for each pollutant and pollutant parameter
          on a sample point—or wastewater source—specific basis.  Please provide the information
          requested to characterize the data and the analytical method used.
                                              K-9

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U.S, Environmental Protection Agency
Waste  Treatment Industry Questionnaire
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                             K-10

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  ซ

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Analytical Method
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X •= w.ฐ
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.t: ฎ
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8

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U.S. Environmental Protection Agency
Waste Treatment Industry Questionnaire
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                       Left  Blank
                              K-12

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.U.S.  Environmental  Protection  Agency
 Waste  Treatment industry Questionnaire
 K.4. Are  some or all the data reported in Table K-3 available  on magnetic  media (i.e.,
      computer disk,  tape, etc.)?
          Y   Yes

      [] N   No


 K.5. Has the seed used in the BOD5 test  been acclimated to the wastewaters that have
      been  treated?

          Y   Yes

          N   No

          X   Not applicable   (Skip to Question K.7.)


 K.6. What  Is the source of the seed?
      LJ  01  Sewage treatment plant
      LJ  02  Plant treatment facility
      LJ  03  Laboratory acclimation
      l_J  04  Commercially purchased microorganisms
      LJ  05  Other  (specify):
                                            K-13

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U.S* Environmental Protection Agency
Waste Treatment  Industry  Questionnaire
K.7.  Identify the name, title,  and  telephone number  of  the  person(s) who should be
      contacted regarding Information  on this section of the questionnaire.
      1  1  L
                        I
                                 I
                                                                     I  1  I
      Primary contact (Last name, First name, Mi):
      I  t  i  i  i  i  i  i  i  i  i   i  i  i  i  i
                                        i   i  i
                                                            1 ._].._!_
                                                                     .  ....  I
      Title:
      I  •  i  M  .  .  M •  i  •
      Telephone no.
      Best time to call:
                            DAM
      Between:   I  i II  i  I  QPM
                                        and  lil-lil
                D
                                                           AM
     I  i  i  i  i  .   i  i   i  i  i
                                                     i  i  i  i  i  i  .  i
     Title:
          i  M
      Telephone no.
      Best time to call:
                 M  i  .   .  I

                      DAM
Between:
             :   I  i  H  i  I
                DAM
and  I  i  II  i  I  QPM
      Alternate contact (Last name, First name, Ml):
      I  i	i   i  i  i   i  i   i  i   i  t  i  i  i  i   i  i  i   i  i   i  i  i  i  i   i  i   i  i  i   i  i   i  I
                                            K-14

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U.S. Environmental Protection Agency
Waste  Treatment Industry Questionnaire
                                                                         Page	of	
                               Comments for  Section K
      Please use  this page to  continue  responses  to  questions In Section  K when
      additional space Is required and to provide additional Information for responses
      where clarification Is deemed necessary.  Please cross-reference  your comments
      by question or table number.  Questions should be Identified by placing a "Q" prior
      to  the question number and tables should be Identified by placing a "T" prior to the
      table  number.
                   (Please photocopy this page before completing.)
Question/Table
  Number
I  ...  I
                                           K-15

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U.S. Environmental Protection Agency
Waste Treatment Industry Questionnaire
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                              K-16

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IhS.  Environmental Protection Agency
V/aste Treatment Industry Questionnaire
                                Section L
                       Detailed  Design  Information
     This  section  requests detailed wastewater  treatment system  design

     and cost information.   This information will enable EPA to analyze

     current wastewater treatment  systems and to assess the economic

     impacts of pollutant control technologies.


     To Identify each treatment  unit in the  following sections, use the

     codes from Question J.11 that were assigned to the  treatment  units

     in the  Wastewater  Treatment  System Diagram,  Question J.14,  page

     J~31.


     Capital costs for system installation, modifications, and upgrades

     are requested in Table J-12.


     This  section  applies only to the  following  types  of  wastewater

     treatment  systems.


      Subsection            Treatment System Type         Page

         1                  Equalization                  L-3
         2                 Physical/Chemical Oxidation     L-9
         3                 Chromium Reduction           L-21
         4                 Chemical Precipitation          L-27
         5                 Multi-media Filtration           L-37
         6                 Steam and Air Stripping         L-45
         7                 Carbon  Adsorption             L-55
         8                 Biological Treatment           L-67
                                      L-1

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U.S. Environmental Protection Agency
Waste Treatment  Industry  Questionnaire
                Contact  Person(s) for the Detailed  Design Information
     I
                                                       1111
                                                                             i   i  i
Primary contact (Last name. First name, K I):
I  i   i  i  i  i  i   i  i  i   i  i  i  i   i  i  i  i  i
                                                     i   i  t  i   i
                                                                             i   i  i
      Title:
      Telephone no.
      Best time to call:
Between:
           I  i  n  i  I
                              AM
                              PM
and
                                             I  i  N  i  I
                                                        D
                                                           AM
     1  i  i  i  t  i   t  i  t  i  i   i  i  i   i  i
                                      i  i   i  i   i  i   i  i   i  i
                                                                          11  i
      Alternate contact (Last name, First name, Ml):
L
                 i   i  i
                                            i  i  i   i  i   i  i  i  i  i   i
      TK ,.
      I .  .  M  .  .  IH
      Telephone no.
      Best time to call:
Between:

                               AM
                              )PM
                                        and
                                             |_j__H '_|
                                                         D
                                                           AM
                                            L-2

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'U.S. Environmental Protection  Agency
Waste  Treatment Industry Questionnaire
                                 Section  L
                        Detailed  Design  Information

                               Subsection  1
                               Equalization
      This section requests design and  maintenance cost  information on
      each  equalization system used by your facility.  Provide technical
      design information, unless indicated otherwise.  Identify  non-design
      (actual) information on  the Comments  page  except  where  average
      values are requested.  Provide actual cost Information for 1989.
 1.1.  How many equalization tanks are on-slte?

      I i I   Equalization tanks


 1.2.  Do all equalization tanks have the same design basis?

           Y   Yes   (Skip to Question 1.4)

      []   N   No


 1.3.  How many different design bases were used for  the equalization tanks on-slte?

      LJ '   Design bases
                                       L-3

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"U.S. Environmental  Protection  Agencj
Waste Treatment  Industry Questionnaire
      Photocopy Subsection 1 (p.  s  L-5  through L-8)  for each different  equalization
      tank design  oasts.   Complete  Questions  1.4  through  1.20 for each  different
      equalization tank design  basis.   At the top of each page, Identify  the  design
      basis with a  number.  Start with  "01" for the first design basis and number the
      remaining design bases sequentially.

      Please note  that tank  size Is considered a design basis.  Therefore, If  your
      facility has three different  size equalization tanks, pages 1-5  through L-8 must
      be completed three  (3)  times.
                                           L-4

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'U.S.  Environmental  Protection Agency
 Waste Treatment Industry Questionnaire
 EQUALIZATION DESIGN BASIS NUMBER     1  i   I


 1.4,  Identify the code assigned  in Question J.11 to the  equalization  tank(s) with  this
      design  basis.


            1EQL   Unstirred tank or basin

            2EQL   Mechanically stirred tank or basin

            3 EQL   Aerated tank or basin

            4EQL   Other equalization  (specify):	
 1.5.  Identify the number(s) assigned to the equalization tank(s) with this  design  basis
      in the flow diagram  in  Question J.14.   Also  Identify any other treatment codes
      that describe waste  treatment processes  other  than equalization that occur  in
      these  equalization tank(s).

                     Equalization
                       CodefsJ                    Ot^er Treatment Code(s)


      EXAMPLE    HEQLlOill        U,N, E,U, 0,11 |  ,  ,  ,  ,  ,  11  ,   ,  ,  ,  , |
                           Ui    i        i              ii             ii
                       EQL I  i  |        I   i  i  i  i  i   I I  i  i  i  i   i  I I  i  i  i   i  i

      b.            u EQL 111        111  11  i   n  11  11   i  n	

      c.            U EQL I  i  |        I   i  i  i  i  i   II  i  i  i  i   i  II  i  i  i   i  i

      d.            U EQL I  .  |        I   .....   M  .....  II	
      Answer  the remaining  questions In this  subsection for only  the equalization
      process that occurs In the equalization tank(s)  with this design basis.  Do  not
      Include  Information for any  other  waste treatment processes that occur In  the
      tank(s).
                                            L-5

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U.S. Environmental Protection Agency
Waste Treatment  Industry  Questionnaire
EQUALIZATION DESiGN BASIS NUMBER
1.6.  What  Is the total (aggregate) capacity of the equalization tanks Identified in
      Question  1.5?

                                                        Preferred      Reported Unit1
                                                         Unit          (if Different)
                                    I  .....  I
                                                         (GAL)
                 Complete the Information below on a per tank basis.
1.7.   Hydraulic  retention time

       a.    Design

       b.    Average


1.8.   Influent flow (design)


1.9.   Influent flow (average)


1.10.  Effluent flow (design)


1.11.  Effluent flow (average)
  I  I   I  1  I
I	I
                                                          Preferred   Reported Unit1
                                                           Unit        (if Different)
1 . , 1
1 , . 1
1 , , , , . 1
1 . , . . , i
(HRS) III!
(HRS) 1 i . 1
1 , , 1
1 , , 1
1.12.  Is this equalization system continuous, Intermittent, or accumulation  for batch
       treatment?


       [3    01     Continuous    (Skip to Question  1.14)


             02     Intermittent

             03     Accumulation for batch treatment
1 See Table R-9 for Unit Codes.
                                            L-6

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U.S. Environmental Protection Agency
Waste Treatment  Industry  Questionnaire
EQUALIZATION DESIGN BASIS NUMBER     I  i  I


1,13.  What Is the average duration of the Influent and effluent periods of flow?

                                                          Preferred   Reported Unit1
                             '                              Unit        (if Different)


       a.    Influent flow duration                 I  '  '  '   I     (MRS)        I  t   i I

       b.    Effluent flow duration                I  '  '  '   I     (MRS)        1  i   i I
1.14.  Is tank(s) open or closed?


            01     Open


            02     Closed
1.15.  Indicate shape  of tank  bottom.
            01     Rat

            02     Conical

            03     Other (specify):
1See Table R-9 for Unit Codes.
                                            L-7

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"U.S.  Environmental Protection Agency
Waste Treatment Industry Questionnaire
EQUALIZATION DESIGN BASIS NUMBER    I  i  I
                                     Equalization

                        Annual Operating  & Maintenance  Information
          Hem
                                    Preferred Reported Unit1     Arv-alCost

                            Amount     Unit     (if Different)        ($1989)
1.16.  Operating labor     I  i  i  i   i  I (MRS)    I  i   i  I I  i  i
                                                                       i  i  '
1.17.  Maintenance labor  I  i  i  it!  (MRS)    I  i  i  I  I  i  i i   i  i  i  i  i   .
                                                                              •Dollars
1.18.  Energy
       a. Electric         I  i  i  i  i  i   I  (KWH)
      b. Other (specify):
                           I  ....  I
       c. Other (specify):
                            L
                                >   i  I
I'll  I  1  1,1  I   i 1,1  I  I  I
                                                                              Dollars
                                                                              Dollars
D-.,JS
1.19.  Maintenance  Materials other than

       Treatment  Chemicals/Reagents2
                                                                             I Dollars
      Specify:
1.20.  Total  Operating and Maintenance Cost  I  .   i  I    I  i  i
                                                                              Dollars
1 See Table R-9 for Unit Codes.
2Costs for treatment chemicals/reagents in 1989 should only be reported in Table J-10 page J-57 of
Section J.
                                            L-8

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