WQ0021702_Application_20020808

Q
T
Lofquist & Associates, Inc.
PLANNING ENGINEERING DESIGN
11 Citrus Drive Sylva, NC 28779 (828) 586 - 1424
August 8, 2002
NCDENR
Division of Water Quality
Non -Discharge Permitting Unit
512 North Salisbury Street
Suite 1219
Raleigh, North Carolina 27604
Re: Village Carwash
Wastewater Re -Use System
Madden Realty & Builders, Inc. - Owner
Jackson County, N.C.
LA #0207J03
AUG 2 2 26R612
Via Certified Mail
Please find enclosed a wastewater recycle facility permit application for the above listed project
consisting of the following items:
• One (1) executed original and four (4) photocopies of permit application form RFA 01-02
• Five (5) copies of the executed Form WSCA
• One (1) check in the amount of $300.00 for the required permit processing fee
• Five (5) copies of typical wastewater constituents (provided by manufacturer) and Material
Safety Data Sheets on cleaners/solutions utilized.
• Five (5) blueprint copies of final plan sheets 1/2 and 2/2 (seal dated 8/8/02).
• Five (5) copies of manufacturer's (Con -Sere) information on package treatment system
The system owner intends to utilize a licensed septage hauler to periodically remove residuals from
the system in accordance with regulatory requirements.
Should you have any questions or need additional information, please feel free to call us.
Sincerely,
Lofquist Associates, Inc.
Victor Lofquist, P.
- enclosures
WATER QUALITY SECTION
AUG 27 20,02
NON -DISCHARGE PERIt/1I-MHG,,
cc: Kevin Barnett, Regional Office
cc w/plans & supporting documentation: Ed Madden
AUG I
!;�I.1-DISCHARGE PEF',WlI I!NO.

4 ,
State of North Carolina
Department of Environment altid Natural Resources
Division of Water Quality
WASTEWATER RECYCLE SYSTEMS
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number: �00(DI DZ (to be completed by DWQ)
I. GENERAL INFORMATION:
1. Project Name: Village Carwash Wastewater Re -Use System
2. Applicant's name (Name of the owner of the facility. If a company or corporation it must be registered with
the Secretary of State): Madden Realty & Builders, Inc.
3. Name and complete mailing address of applicant: Madden Realty & Builders, Inc., Post Office Box
1363, 464 Hwv 64 E.
City: Cashiers State: North Carolina Zip: 28717
Telephone number: ( 828) 743-9664 Facsimile number: [phone]
Email Address:
4. Project name (name of the facility): Village Carwash Wastewater Re -Use Svstem
5. Complete address of the physical location of the facility if different from mailing address of applicant:
City:
State:
6. County where project is located: Jackson
Zip:
7. Name and complete address of engineering or consulting firm: Lofquist & Associates, Inc.,
11 Citrus Drive
City: Svlva State: N.C. Zip: 28779
Telephone number: [phone] Facsimile number: (828 ) 586-3480
8. Name and affiliation of contact person who can answer questions about project: Victor Lofquist, P.E.
Email Address: victor. lofquist(a(-).verizon.net
II. PERMIT INFORMATION:
1. Project is: X new; modification; renewal without modification
Note: Renewals without modifications should just fill out sections I & I1: sign the applicants signature on Page 5.
2. Fee submitted: $ S300.00 (See Instruction C.)
3. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number and the issuance date
4. Applicant is: public, X private
5. If project disturbs more than one acre, provide date when an erosion and sedimentation control plan was
submitted to the Division of Land Resources, or local delegated program, for approval: N/A
6. If project includes any stream or wetland impacts, provide date when Nationwide 12 or 404 permit was
submitted for approval:
7. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCACC ') .0200
(e.g., Neuse River basin buffer rules, etc.):
FORM: RFA 01-02 Paoe 3 of 5
f�NO
N-DISCHARGE PEt /

III. INFORMATION ON WASTEWATER:
1. Please provide a one- or two -word description specifying the origin of the wastewater (school, subdivision,
hospital, commercial facility, industry, apartments, condominiums, etc.): Automatic Carwash
2. Volume -of wastewater recycled by this project: 4,000 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): 80 vehicles per
day X 50 gallons per wash
4. Nature of wastewater: % Domestic/Commercial; % Industrial;
100 % Other waste - specify: Vehicle Wash Wastewater
IV. DESIGN INFORMATION:
1. Brief project description (attach a flow diagram of process to assist in explanation): The re -use
system consists of a packaged water recovery treatment system (manufactured by Con-Serv) and
associated storage tanks and appurtenances as indicated on the plans
2. Provide the number of earthen impoundments in the system: N/A
3. How are impoundments lined? (see Instruction H): Pre -fabricated Septic Tanks Used
4. What is the designed freeboard of each impoundment? 9" min. per NCDEH septic tank regulations
5. Are any impoundments designed to receive adjacent surface runoff? No
If so, please specify the drainage area: N/A square feet.
6. a. 100-year flood elevation: N/A feet mean sea level
b. Finish grade elevation of the impoundments: feet
c. Measures taken to protect the impoundments against flooding:
7. How are requirements of 15A NCAC 2H .02190)(3) to be met? Carwash will not operate at times of
power outage & therefore functions as an automatic shut-off at power failure with no possibility of
FORM: RFA 0 1 -02 Page 4 of 5

0
Professional Engineer's Certification:
I, Victor Lofquist of Lofquist & Associates, Inc. , attest that this application for the Village
Carwash Wastewater Re -Use System in Cashiers, North Carolina
has been reviewed by me and is accurate, complete and consistent with the information supplied in the engineering
plans, calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the
best of my knowledge the proposed design has been prepared in accordance with this application and its instructions
as well as all applicable regulations and statutes. Although certain portions of this submittal package may have been
developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation,
or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: a�`'��"1°t°<<,,•
C
.N
G C x
GIfe
!
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(52,
Applicant's Certification:
I, ED MADDEN of MADDEN REALTY & BUILDERS, INC., attest that this application for the
Village Carwash Wastewater Re -Use Svstem in Cashiers, North Carolina has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that any discharge of wastewater to surface waters
or the land will result in an immediate enforcement action which may include civil penalties, injunctive relief, and/or
criminal prosecution. I will make no claim against the Division of Water Quality should a condition of this permit be
violated. I also understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as
incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a�fr not ceed $10,000 as well as civil penalties up to $25 000 per violation.
Signature.
`'/ (?G Date: IV 2---
A UG
FORM: RFA 01-02 Page 5 of 5
i i1!:�CH .F,GE PE1?I,, :TT1 NG

08/e5/2002 11:56 8285863480 LCFMIST AND ASSOC PA6L U2
State of North Carolina
Department of Eavilainuat and Natural Rgsources
Divislow of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
Any chAnges made to this lbrm trill must In the appMendon btiug returned.
(rHIS FORM MAY8B PHM=P1ED FOR ME ASAN OR101VAL)
INSTRUCTIONS:
To deterrains the classiticadon of the watwahW* in which the wtbjsat project will be located, you are required to
submit this fbrm, with Items 1 through 8 eornpl$114 to dw tproprim Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 of 2) prior IV subrhtt st of fife application for review. At a minimum, you must
include an 8,5" by t V copy of the portion of a 7.3ani6kft USGS Topographic Map that shows the surface watcrs
immediately downslope of the project. You mint idea* tits kmdon of the project and the closest downslope
surface waters (waters for which you are retiuesft the ciaseaficaden) oft the submitted map copy. if the facility is
located in the Neuse River Basin, also iiSCitt�l IR copy of to soil survey mare for the project location. The
corresponding non-disebargs application my -pot be wbmifsd =tit this form is completed by the appropriate
regional ofllee and included with the subslftI.
1. Applicsmt's name (name of the municipality. iqrpots+eion, It>rdlvidot4 etc,): Mad alto & Builders, Inc _
2. Name and complete address of eppliesa t: MaddM Realty & uiB tders l=.. Po Box 1363_ 64 ) a .6 LL
City: Cashim State: Cowin Zip: 23717
Telephone number: ( 928 ) 743.9W_ 1)at1t1110 ttumbar: ( 928 ) 743-5388
3. Project name (tarn of the subdivlsioa, 6011hy at eAAblisbt;WV' Ow-): Village Cwwash Wastewater Re -use
4. County where project is located; ,isa —
5, Name(s) of closest surface watats: Hor 1"Mme I'm
6. River basins) in which the project is located: ,,,.Amob River 12
7. Topographic Map nalne and date: CIAW, S.C,—S.0 — GA (nhctoreviscd 1991)
assstrtt�.,�,��
8, North Carolina Professional Engineer's Seal, sig<lawm, And dde �.�t A
RU
A
Ook/sro � o
TO: REGIONAL OFFICE'WATIER QUALM SUPERVISOR A''J+'S;l,; II*'tt ' 2
Please provide me with the claesiflcation(s) of to gw7&oe wowri, watmtshed(s), and appropriate river basin(s) wl,c7e
these activities will occur, as identified an the attsobed matt segment: Q
Name(s) of surface waters and river basin(s): ^z ( �
Classifioation(s) (as established by the EMC):
Proposed classlfleation(s), if applicable;
River basin buffer rules, if applicable:
Signature of regional office persomal:
FORM: WSCA 10/99
Page 1 of 2
TO 3Jhd
�; 7:�;CHAFtGE PE7�.71, f

TYPICAL WASTEWATER CONSTITUENTS
Provided by Con -Sere Water Recovery Systems, Inc.
MATERIAL SAFETY DATA SHEETS
VILLAGE CAR WASH
WASTEWATER REUSE SYSTEM
Jackson County, N.C.
August 8, 2002
Job #0207J03
Prepared for:
Madden Realty & Builders, Inc.
Post Office Box 1363
464 Hwy 64 E.
Cashiers, North Carolina 28717
Ed Madden — Owner/Manager
[phone]
[phone]
Lofquist & Associates, Inc.
PLANNING ENGINEERING DESIGN
11 Citrus Drive Sylva, NC 28779 (828) 586 -1424

605 W. Brannen Road
Lakeland, Florida 33813
April 10, 1997
(941) W-69-d
(800) 868-98F
Fax [phone]
The following waste water analysis was performed from water samples taken from Beneva
Car Wash, Sarasota, Florida on March 27, 1997,
Be.neva Car Wash is using the CON-SERV Model V Waste Water Reclaim System.
The Certified Water Analysis was performed by Maruka MedTech Corp., of Osaka, Japan.
that it is very clean and excellent for vehicle washing
The overall summary of the waste water is
applications.
J
4A '9DV8 93W As13S—NOO VOCZOV9698 91:bI ZOOZ/91/Lo

M
w
TABLE 5-23
TOXIC POLLUTANT
CONCENTRATIONS AND LOADINGS 1N TYPE
CAR WASH RAW WASTEWATERS
.120LLOVER
,
mG%1
I<n/cla y
Pollutant
Number a
Maximum
cane.
Median
eonc.b
Mean
cone b
avg/facility
Antimony
Arsenic
2/2
l/6
0.0025
0.0022
0.0022
0.000025
Beryltim
0 f6
0.0005
<0.0005
0.00008
0.00000091
Cadrn turn
Chromium
5/6
5/6
0.040
0. 008
0.013
0.00015
Copper
1)/4
0.11
0.013
0.027
0.00031
Lead
6/6
0.230
1.1
0.09
0.11
0.0013
Mercury
Nickel
1 /6
0.0006
0.117
<0.0001
0.50
0.0001
0.0057
0.00000 t l
Selenium
6/6
0/2
0.20
0.11
0.11 -
0.0013
Silver
0/2
Thalllurn
0/2
Zinc
6/6
1.0
0.42
0.112
0.00118
Chloroform 1/2 0.037 0.018 0.0002
4-nitrophena! 1/2 0.015 0,0075 0.000086
Bis(2-ethylhexyl) phthalate 1/2 0.031 0.016 0.00018
Di-n-octyl phthalate 1/2 0.016 0.008 0.000091
Methylene chloride 1/2 0.47 0.24 0.0027
----------
a Ratio indicates the number of samples in which the specific_ pollutant was found as compared to the
total number of samples analyzed.
b Blanks indicate values below analytical detection Ili -nits. Appendix A lists representative detection
limits for each organic priority pollutant.
��eiw a .. _ �4•�r�•r•' - ._-_��'_ -� - ��..,__., , � _�;:. �-.-�-.c

k
MATERIAL SAFETY -DATA SHEET
IDENTITY: 'QUICK DRY R/NSE
HAZARDOUS
INGREDIENTSADENTITY INFO.
Quatemary Amine Mixture CAS#68604-75-1
< 20% OSHA PEL 400ppm ACGIH TLV 400ppm
2-Butoxyethanol CAS# 111-76-2
< 5 % OSHA PEL 25ppm ACGIH TLV 25ppm
PHYSICAUCHEMICAL
CHARACTERISTICS
BOILING POINT: 212 F
VAPOR PRESSURE (MM HG): NO
VAPOR DENSITY: NO
EVAPORATION RATE: <1.0
SPECIFIC GRAVITY: 1.02
FIRE AND EXPLOSION
HAZARD DATA
FLASH POINT: None
FLAMMABLE LIMITS: NK
EXTINGUISHING MEDIA: Pertaining to
surrounding fire
SPECIAL FIRE FIGHTING PROCEDURE: None
UNUSUAL FIRE AND EXPLOSION
PROCEDURES: None
REACTIVITY DATA
STABILITY: X
HAZARDOUS POLYMERIZATION: Will not
occur
INCOMPATIBILITY:
t
SUPPLIER
KC CHEMICALS, INC.
226 PENDLETON STREET
GREENVILLE, SC 29601
EMERGENCY NUMBERS
WITHIN SC: 800.922.1117
OUTSIDE SC: 803.765.7359
HEALTH HAZARD DATA
ROUTES OF ENTRY:
HEALTH HAZARDS:
SKIN CONTACT: Wash with soap and water
EYE CONTACT: Flush with water 15 mins.-see
M.D.
INGESTION: Do not induce vomiting -call M.D.
PRECAUTIONS FOR SAFE
HANDLING AND USE
SMALL SPILLS: Dry with absorbant
LARGE SPILLS: Flush with water down drainage
system
HANDLING AND STORAGE: Do not allow to
freeze
OTHER PRECAUTIONS:
CONTROL MEASURES
EYE PROTECTION: Good practice
PROTECTIVE GLOVES: ---
RESPIRATORY PROTECTION:
VENTILATION:
LOCAL EXHAUST: X
OTHER PROTECTIVE EQUIPMENT: Not
required
MECHANICAL (General):
NON -DISCHARGE PERI:t}T-.r 1G,

MATERIAL SAFETY_DATA SHEET
IDENTITY: L�KC POLY WASH---J
HAZARDOUS
INGREDIENTS/IDENTITY INFO.
POTASSIUM HYDROCIDE CAS#1310-58-3
SODIUM METASITICATE PENTA HYDRETE
CAS#6834.92-0
PHYSICAUCHEMICAL
CHARACTERISTICS
BOILING POINT: 212 F
VAPOR PRESSURE (MM HG): ND
VAPOR DENSITY: ND
EVAPORATION RATE: <.10
SPECIFIC GRAVITY: 1.09
FIRE AND EXPLOSION
HAZARD DATA
FLASH POINT: None
FLAMMABLE LIMITS: rVa
EXTINGUISHING MEDIA: Pertaining to
surrounding fire
SPECIAL FIRE FIGHTING PROCEDURE:
UNUSUAL FIRE AND EXPLOSION
PROCEDURES: None known
REACTIVITY DATA
STABILITY: X
HAZARDOUS POLYMERIZATION: Will not
occur
INCOMPATIBILITY: NK
SUPPLIER
KC CHEMICALS, INC.
226 PENDLETON STREET
GREENVILLE, SC 29601
EMERGENCY NUMBERS
WITHIN SC: 800.922.1117
OUTSIDE SC: 803.765.7359
HEALTH HAZARD DATA
ROUTES OF ENTRY: Eye and skin irritant
HEALTH HAZARDS:
SKIN CONTACT: Wash with water
EYE CONTACT: Flush with water 15 mins.-
consult M.D.
INGESTION: Give water, lemon or orange juice -
call M.D.
PRECAUTIONS FOR SAFE
HANDLING AND USE
SMALL SPILLS: Wash down with water
LARGE SPILLS: Flush with water down drainage
system
HANDLING AND STORAGE: Do not allow to
freeze
OTHER PRECAUTIONS: Good housekeeping
procedures
CONTROL MEASURES
EYE PROTECTION: Safety Glasses
PROTECTIVE GLOVES: yes
RESPIRATORY ,PROTECTION:
VENTILATION:
LOCAL EXHAUST: X
OTHER PROTECTIVE EQUIPMENT: Handle all
chemicals with caution.
MECHANICAL (General):

MATERIAL SAFETY DATA -SHEET
IDENTITY: RA NBOW CONDITIONER
HAZARDOUS
INGREDIENTSADENTITY INFO.
Cationic Surfactant Mix
CAS# <25%
OSHA PEL Not Determined
ACGIH TLV Not Determined
PHYSICAUCHEMICAL
CHARACTERISTICS
BOILING POINT: 212 F
VAPOR PRESSURE (MM HG): ND
VAPOR DENSITY: ND
EVAPORATION RATE: NA
SPECIFIC GRAVITY: 1.05
FIRE AND EXPLOSION
HAZARD DATA
FLASH POINT: None
FLAMMABLE LIMITS: NA
EXTINGUISHING MEDIA: Pertaining to
surrounding fire
SPECIAL FIRE FIGHTING PROCEDURE: None
UNUSUAL FIRE AND EXPLOSION
PROCEDURES: NK
REACTIVITY DATA
STABILITY: XX
HAZARDOUS POLYMERIZATION: Will not
occur
INCOMPATIBILITY: NK
SUPPLIER
KC CHEMICALS, INC.
226 PENDLETON STREET
GREENVILLE, SC 29601
EMERGENCY NUMBERS
WITHIN SC: 800.922.1117
OUTSIDE SC: 803.765.7359
HEALTH HAZARD DATA
ROUTES OF ENTRY: Mild eye irritant
HEALTH HAZARDS:
SKIN CONTACT: Wash with soap and water
EYE CONTACT:
INGESTION:
PRECAUTIONS FOR SAFE
HANDLING AND USE
SMALL SPILLS:
LARGE SPILLS:
HANDLING AND STORAGE:
OTHER PRECAUTIONS:
CONTROL MEASURES
EYE PROTECTION:
PROTECTIVE GLOVES:
RESPIRATORY PROTECTION:
VENTILATION:
LOCAL EXHAUST:
OTHER PROTECTIVE EQUIPMENT:
MECHANICAL (General):

No. 34
i
Ozone
Material Safety Data Sheet (Revision B)
Issued: February 1982
SECTION 1 — MATERIAL WEN —=_CATION Revised : AueuS1 1987
MATERIAL NAME: j OZONE
DESCRIPTION (Oriein/Uscs): 'Obtained by passing air berwcen two plate electrodes connected to an alternating citrrent source of
several thousand bolts. Frequently generated by clecc onic equipment. Uscd as an air and water
disinfectant: for bleaching textiles, oils and waxes: and in organic synthesis.
OTHER DESIGNATIONS: Triatomic Oxygen: Oi: NIOSH RTECS #RS8225000: CAS #10028-15-6
HMIS Not Found
M-ANUFACTURER/SUPPLIER: Available from several suppliers, including: H I
F 2
R 1 1 4 i
COMMENTS: Ozone is a severe respiratory hazard. PPE' S 1
`See Sect. 8 K 0
SECTION 2 — INGREDEENtS AND HAZARDS
%
AA A_RD DATA
Ozone, CAS #10028-15-6: NIOSH RTECS #RS8225000
100
ACGIH Values 1987-88
TLV-TWA: 0.1 ppm. 0.2 mg/m'•
TLV-STEL: 0.3 ppm, 0.6 mg/m' I
OSHA PEL 1986 (29 C.I72 1910, Subpari Z) 1
8 Hr TWA: 0.1 ppm. 0.2 mg/m' i
IDLH" Level: 10 ppm
TOXICITY DATA
`This TLV-TWA is set to prevent ostensible or manifest.
Human. Inhalation, TC,. 600 ppb/2 hrs
inlurv: yeL sufficiently prolonged continual daily repeated
Human. lnhalauon. TCL.: 0.2 ppm13 hrs
eight -hour exposures may result in premature aging in a
Human. Inhalabon. TC.:100 ppm/I min
manner similar to that from exposure to ionizing radiation.
Man. Inhalation, TCL.: 1860 ppb/75 min
"Immediately dangerous to life or health
SECTION 3 — PHYSICAL DATA
Boiling Point-169.42°F (-I 11.9-C) Melting Point-315.4°F (-193°C) i
Vapor Pressure >1 arm �ro 'volatile by Vuiume 10C
Water Solubility Negligible Molecular weight 48 G rams/Mole
i
Density of Gas (Air = 1) 1.6 pH Not Listed
10.23'F (-12.I"C)
Critical Temperature
Appearance and odor: Blue -colored gas or liquid: characterisuc odor often associated with elecc-ical sparks or lightning in concentrations of
less than 2 ppm.
COMMENTS: The pungent characteristic odor of ozone is detectable above 0.01 ppm and becomes disagreeable (sulfurlike) above I to 2
m. CAUTION: Olfactory fatigue develops rapidly, so do not use odor as a preventative warning device.
SECTION 4 — FIRE AND EXPLOSION DATA i LOWER 1 UPPER
Flammability
Flash Point and Method
I Autoignition Temperature I Limits in .Air
Not Available % by Volume I Not Listed
Not Listed
Not Available
FYTINGUiSHiNG MEDiA: Use large amounts of water spray or fog to put out fires involving ozone. This material increases the intensity of
combustion as compared to the burning or exploding of material in air or with a comparable amount of oxygen gas. 0-(g). Use appropriate
fire -fighting techniques to deal with the surrounding material. i
UNUSUAL FiRE/EXPLOSiON HAZARDS• CAUTION: Ozone is a powerful oxidizing agent, and dunng fires or heated condition solutions
containine ozone explode when warmed.
SPECIAL FiRE-FIGHTING PROCEDURES: Wear self-contained breathing apparatus with full faccpieces operated in a pressure -demand or
i
other positive -pressure mode.
SECTIONS — REACTIVITY DATA
Ozone is not stable. Hazardous polymerization cannot occur. _ =
C h1 INCOMPATIBILITIES: Ozone is chemically incompatible with all oxidizable materials, both organic and inorganic.
1 A 1
CONDITIONS TO AVOID: Avoid ignition sources such as heat. sparks and open flame. Ozone is unstable at ordinary temperatures because
it spontaneously decomposes to oxygen gas. Keep it away from heat, flame, strong reducing agents. and combustible materials such as :•cease.
oils and fats.
PRODUCTS OF HAZARDOUS DECOMPOSITION: Ozone spontaneously decomposes to ozveen gas even at ordinary room temperatures
i
SECTION 6 -- HEALTH HAZARD INFORMATION
I
Ozone is not listed as a carcinogen by the NIP, L-AKU or U.*)H A.
SUMMARY OF RISKS: High concentrations of ozone may cause severe imtauon of the eyes and respiratory tract. Exposure aboic 0 1 ppm i
causes the mucous membranes of the mouth, nose and throat to dr}• A short exposure at 110 2 ppm causes headache as ­cll as irr:i-anon to the
resniraton tract. but these symptoms subside when the exposure ends. High concentration, and/or rrricaicd or proiiincc,. CNr)01u,r­ .iho\c [tic

ACGIH/OSHA exposure limits produce nausea- chest pain. coughing, dyspnea. faague reduced visual aetiiry and pulmonary edema. CAUTION.
Inhalation of >20 ppm for at least I hour (or 50 ppm forrat least 112 hour) may be fatal- Symptoms of pulmonary edema may be significantly
delayed (one or more hours) from the ume of initial exposure. Toxic effects reported include eye. sides and CNS effects.
TARGET ORGANS: Respiratorysystem. eyes. PRIN_SAI3]'�'�Y: Inhalation. ACIDEFFECTS: The acute: damage from
ozone appears to be the result of its oxidizing effect upon contact with tissue. The acute effects of ozone inhalation include eye irritation,
mucuous membrane irn=on and pulmonary edema- CHRONIC EFrECiS: Respix- o disci Deleterious (ozone tenon) effects on the
lungs and acceleration of tumors have been reported as chronic effects on exposure to ozone.
MEDICAL CONDITIONS AGGRAVATED BY LONG-TERM E2U9 IRE: Workers with a histnry of heart or lung problems must be
prevented from industrial exposure to ozone. Individual susceptibility to injuries from ozone varies significantly. Because of a certain enzyme
deficiency, particular persons may became ill from ozone exposures that are readily endured by workers without this condition.
FIRST AID: EYE CONTACT: Flush eyes, including under the eyelids, promptly and gently with pienry of running water for 15 minutes. Get
medical help.' SKIN CONTACT: Skin contact with cryogenic liquid ozone will cause severe frostbite or freeze burns to dermal layers.
Prolonged or repeated skin contact will increase the severity or depth of these burns. Get medical help-' 2HA1 ATION: Remove vtcum to
fresh air, restore and/or support his breathing as needed- Move victim to a 100% oxygenated atmosphere- Get medical help.' Observe vicum
carefully for delayed onset of pulmonary edema- Keep him warm. quiet and still. iNC;F_STiON: As a gas or cryogenic liquid, ozone is unlikely
to be ingested.
'GET MEDICAL ASSISTANCE = IN PLANT, PARAMEDIC. COMMUNITY. Get prompt medical assistance for further trzatment. observa-
tion, and su000n after first aid.
SECTION 7 — SPILL, LEAK AND DISPOSAL PROCEDURES
SPILLJLEAK: Before using ozone, it is essential that proper emergency procedures be established and made known to all personnel involved in
handling IL Use approved NiOSH respirators in emergency/IDLH conditions. Ozone leaks may be detected by exposing paper impregnated with
dried 49c potassium iodide to the suspected leak. If the paper turns brown. it is an indication that ozone is present.
DISPOSAL: Provide ventilation to dilute and disperse small amounts of ozone into the outside atmosphere. Follow Federal. state and local
regulations.
Ozone is not designated as a hazardous substance by the EPA (40 CFR 116).
Ozone is reported in the 1980 EPA TSCA Inventon.
EPA Hazardous Waste Number (40 CFR 261): Not listed
EPA Reportable Quantity: Not listed Aquatic Toxicity TLm: Not listed
Ozone is an OSHA Air Contaminant (29 CFR 1910.1000. Suboari Z. Table Z- I
SECTION 8 — SPECIAL PROTECTION INFORMATION
GOGGLES: Wear.protective eyeglasses or chemical safety goggles.
GLOVES: Wear impervious gloves made of neoprene or rubber with fully protective gaundets to protect against frostatte or freeze o ,s rrom
cryogenic liquid ozone.
RESPIRATOR: For IDLH/unknown concentrations, use a self-contained breathing apparatus with a full Cacepicce operated in apressure-demand
or other positive pressure modes.
OTHER EOUIPMENT: Wear rubber boots, protective aprons and other.protective clothing to prevent any possible skin contact with liquid ozone
that would result in frostbitelfreczer burns.
VENTILATION: Provide general and local exhaust ventilation to meet ACGIH exposure values. Provide ventilation to dilute and disperse small
amounts of ozone into the outside atmosphere. Ozone is highly toxic and properly maintained engineering ventilation systems are crucial to a
safe work environment.
SAFETY STATIONS: Make eyewash stations, washing facilities and safety showers available in areas of use and handling. Contact lenses pose
a special hazard: soft lenses may absorb irritants and all lenses concentrate them.
SPECIAL CONSIDERATION: See Calabrese et al.. J. Toxicol. Health 1 19771 2:709.
SECTION 9 -- SPECIAL PRECAUTIONS AND COMMENTS
STORAGE SEGREGATION: Prevent ozone from coming into direct physical contact with strong acids or bases or with strong oxidizing/
reducing agents. SPECIAL HANDLING/STORAGE: Ozone can be stored for prolonged periods as a liquid under cryogenic conditions.
CAUTION: Solutions containing ozone can explode when warmed. Also. some products of reaction such as ozonides formed from unsaturated
hydrocarbons may be highly explosive. ENriNFERING CONTROLS: Install ventilation systems that are able to maintain ozone use concentra-
tions below the ACGiH/OSHA exposure limits (see sect.2). Minimize or eliminate all sources of ignition such as open flame or sparks.
O t riER PRECAUTIONS: "where ozone is gener-r-d (or where liqui.'. ct3re is sacred c- used), explosion hazards exist and must be avoided by
proper planning, equipment, engineering systems, training and work practices.
TRANSPORTATION DATA: (Per49 CFR 172.101-2):
DOT Hazard Class: Poison A DOT ID No. NA 1953 IMO Class: 2.3
IMO Required Label: Poison Gas DOT Shipping Name: Poisonois Gas. Flammable. NOS
DOT Required Label: Poison Gas and Flammable Gas
References: 2, -1-9. 12, 14, 16, 17. 27, 31. 37, 38. 73. 87-94, P i
IUd L'CmentA as to the ;uttahility of information herein for purchaser's purposcs
arc nccc,sanly purchascrs responsibtliiy Thcrcforc, although rcasonahlc cart
has hccn iaS cn in the preparation of such information. Genium Publishing Corp•
eatcnd, no warranue, make, no representations and assumes no responsibility
, to the accurac•, err ,uiuhihiv of such information for aophcauun to
;­icn.i,rr, iniended nume,c-•. iv Inr conscuucnce, of its u,c•
Approvals
Industrial HveienciSafety
Medical Review

Earu't+-
L/lichael F Easley. Governor V Wv
C�
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
—
Alan W. Klimek. P.E., Director
>v�
Division of Water Quality
August 20, 2002
Edward H. Madden
Madden P.ealty & Builders, Inc:,,
PO Box 1363
464 Highway 64 E
Cashiers, NC 28717
SEP 1 9 2002
Subject: Acknowledgement of Application No. WQ0021702
Village Carwash,
Spray irrigation System
Jackson County
Dear Mr. Madden:
r
The Non -Discharge Permitting Unit of the Division of Water Quality (Division) acknowledges receipt of
your permit application and supporting materials on August 13, 2002. This application package has been
assigned the number listed above.
Your application package has been assigned to Marie Doklovic, for a detailed review. The reviewer will
contact you with a request for additional information if there are any questions concerning your
submittal. To ensure the maximum efficiency in processing permit applications, the Division requests your
assistance in providing a timely and complete response to any additional information requests.
Please be aware that the Division's Regional Office, copied below, must provide recommendations prior to
final action by the Division. By copy of this letter, the Non -Discharge Permitting Unit is requesting
comments from our regional office. Please also note at this time, processing permit applications can take
as long as 60 - 90 days after receipt of a complete application.
If you have any questions, please contact Marie Doklovic at 919-733-5083, extension 371, or via e-mail
at [e-mail]. If the reviewer is unavailable, you may leave a message, and they will
respond promptly. t
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS
PROJECT.
Sincerely,
Kim H. Colson, P.E.
Supervisor
KHC: kmd
A5Ae\M UL
cc: lyiLqrr0ton Pegional Office, Water Quality Section
Victor Lofquist, PE, Lofqu & Associates, Inc. (11 Citrus Dr., Sylva, NC 28779)
Permit Application File WQ0021702
Non -Discharge Permitting Unit Internet http://h2o.enr.state.nc.usindpu a^ =
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]

Lofquist & Associates, .Inc.
PLANNING ENGINEERING DESIGN
I1 Citrus Drive Sylva, NC 28779 (828) 586 - 1424
August 8, 2002
NCDENR
Division of Water Quality
Non -Discharge Permitting Unit
512 North Salisbury Street
Suite 1219
Raleigh, North Carolina 27604
Via Certified Mail
Re: Village Carwash
Wastewater Re -Use System
Madden Realty & Builders, Inc. - Owner
Jackson County, N.C.
LA #0207J03
Please find enclosed a wastewater recycle facility permit application for the above listed project
consisting of the following items:
• One (1) executed original and four (4) photocopies of permit application form RFA 01-02
• Five (5) copies of the executed Form WSCA
• One (1) check in the amount of $300.00 for the required permit processing fee
• Five (5) copies of typical wastewater constituents (provided by manufacturer) and Material
Safety Data Sheets on cleaners/solutions utilized.
• Five (5) blueprint copies of final plan sheets 1/2 and 2/2 (seal dated 8/8/02).
• Five (5) copies of manufacturer's (Con -Sere) information on package treatment system
The system owner intends to utilize a licensed septage hauler to periodically remove residuals from
the system in accordance with regulatory requirements.
Should you have any questions or need additional information, please feel free to call us.
Sincerely,
Lofquist Associates, Inc.
Victor Lofquist, P.
- enclosures
cc: Kevin Barnett, Regional Office `fr
cc w/plans & supporting documentation: Ed Madden
l
AUG�

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WASTEWATER RECYCLE SYSTEMS
(THIS FORM MAY BE PHOTOCOPIED FOR USE ASANORIGINAL)
Application Number: Ll1 (to be completed by DWQ)
I. GENERAL INFORMATION:
1. Project Name: Village Carwash Wastewater Re -Use System
2. Applicant's name (Name of the owner of the facility. If a company or corporation it must be registered with
the Secretary of State): Madden Realty & Builders Inc.
3. Name and complete mailing address of applicant: Madden Realty & Builders, Inc.. Post Office Box
1363 464 Hwy 64 E.
City: Cashiers State: North Carolina Zip: 28717
Telephone number: ( 828) 743-9664 Facsimile number: [phone]
Email Address:
4. Project name (name of the facility): Village Carwash Wastewater Re -Use System
5. Complete address of the physical location of the facility if different from mailing address of applicant:
City:
State:
6. County where project is located: Jacks
Zip:
7. Name and complete address of engineering or consulting firm: Lofquist & Associates, Inc.,
11 Citrus Drive
City: Svlva State: N.C. Zip: 28779
Telephone number: [phone] Facsimile number: (828 ) 586-3480 -
8. Name and affiliation of contact person who can answer questions about project: Victor Lofquist. P.E.
Email Address: victor. lofguist(a�verizon.net
II. PERMIT INFORMATION:
1. Project is: X new; modification; renewal without modification
Note: Renewals without modifications should just fill out sections I & II; sign the applicants signature on Page 5.
2. Fee submitted: $ $300.00 (See Instruction C.)
3. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number and the issuance date.
4. Applicant is: public, X private
5. If project disturbs more than one acre, provide date when an erosion and sedimentation control plan was
submitted to the Division of Land Resources, or local delegated program, for approval: N/A
6. If project includes any stream or wetland impacts, provide date when Nationwide 12 or 404 permit was
submitted for approval:
7. Provide buffers used to maintain compliance with any applicable river basin rules in."l'�AFI�tC,AC ?B :0?0�0
1- Ti
(e.g., Neuse River basin buffer rules, etc.)'
FORM: RFA 0 1 -02 Page 3 of 5 AUG 1 3
,nCE f EF ,

t `
ITT INFORMATION ON WASTEWATER:
I. Please provide a one- or two -word description specifying the origin of the wastewater (school, subdivision,
hospital, commercial facility, industry, apartments, condominiums, etc.): Automatic Carwash
2. Volume of wastewater recycled by this project: 4,000 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): 80 vehicles per
day X 50 gallons per wash
4. Nature of wastewater: % Domestic/Commercial; % Industrial;
100 % Other waste - specify: Vehicle Wash Wastewater
IV. DESIGN INFORMATION:
1. Brief project description (attach a flow diagram of process to assist in explanation): The re -use
system consists of a packaged water recovery treatment system (manufactured by Con-Serv) and
associated storage tanks and appurtenances as indicated on the plans
2. Provide the number of earthen impoundments in the system: N/A
3. How are impoundments lined? (see Instruction H): Pre -fabricated Septic Tanks Used
4. What is the designed freeboard of each impoundment? 9" min. per NCDEH septic tank regulations
5. Are any impoundments designed to receive adjacent surface runoff? No
If so, please specify the drainage area: N/A square feet.
6. a. 100-year flood elevation: N/A feet mean sea level
b. Finish grade elevation of.the impoundments: feet
c. Measures taken to protect the impoundments against flooding:
7. How are requirements of 15A NCAC 2H .02190)(3) to be met? Carwash will not operate at times of
power outage & therefore functions as an automatic shut-off at power failure with no possibility of
overflows
FORM: RFA 01-02
Page 4 of 5

t)
Professional Engineer's Certification:
I, Victor Lofquist of Lofquist & Associates, Inc. , attest that this application for the Village
Carwash Wastewater Re -Use System in Cashiers North Carolina
has been reviewed by me and is accurate, complete and consistent with the information supplied in the engineering
plans, calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the
best of my knowledge the proposed design has been prepared in accordance with this application and its instructions
as well as all applicable regulations and statutes. Although certain portions of this submittal package may have been
developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation,
or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: aa+�"""��,,,r
0 �• l
P L
0
�.��L
Applicant's Certification:
I, ED MADDEN of MADDEN REALTY & BUILDERS, INC., attest that this application for the
Village Carwash Wastewater Re -Use Svstem in Cashiers; North Carolina has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that any discharge of wastewater to surface waters
or the land will result in an immediate enforcement action which may include civil penalties, injunctive relief, and/or
criminal prosecution. I will make no claim against the Division of Water Quality should a condition of this permit be
violated. I also understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as
incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fi not ceed $10,000 as well as civil penalties up to $25 000 per violation.
o 7 7 Date: �l
Signature.
FORM: RFA 01-02 Page 5 of 5

08/05/2002 11:56 8285863480 ,.. LCMIST AND ASSOC PAU-- U2
Stated North Carolina
Department of Envinarawt and Natural Resources
Division of Water Quality
WATERSHED CLASSMCATION ATTACHMENT
Any changes made to this form will result in the applleation Wag returned.
(MIS FORM MAr 88 PHM=PIED FOR EM AS AN OR C NAL)
INSTRUCTIONS:
To determine the classification of the wtatmtO in wltieh the 0ubjeat project will be located, you are required to
subunit this fbrtn, with !toms 1 through 8 cmw14114 to th6 tpp vpr1M DIVISlon of Water Quality Regional Office
Water Quality Supervisor (set Page 2 of 2) prior W subzhiW of the application for review. At a minimum, you must
inolude an 8,3" by l l" copy of the portion of a 7.5-mf kiita.USGS Topogrepit Map that shows the surface watcrs
immediately downslope of the project. you moat i ' the kwWotl of the project and the closest downslope
surface waters (waters for which you arc tnqaeaft the clusi on) on the submitted map copy. if the facility is
located in the Norse River Bain, also iifthik,"A copy of 010 soil survey map for the project location. The
correspondlug oon-discl►arge applicatioa my-* be oobiaMM ustil this form Is completed by the approprlate
regional office sad included with the tubinkOL
1. Applicant's name (name of the munieipaiiq+. QgFper+a; M ladleidtul, atc): Maddla2atty & sunders. Inc -
2. Name and complete address of applicant: M10AMReelty A Builders. Inc., PO Box 1363. 64 JfLL
City: c4 iets State: Nub QKWiU Zip: 28717
Telephone number: (828) 743-9fifij flcslmil* m=ber: (92$) 743-5388
3. Project name (narna of the subdivision, &oil* or establitatnent, etc,): Villaurt Carwash Was twater Ro-use
4. County when project is located: Jukbaft. —
5. Name(s) of closest surface water: Hotsoam= RiXK
6. River basia(s) in which the project is loomed ftalub RI
7. Topographic map nettle and dace, , N.C,-SAC - GA orevised199.i )
• '��f ff f I f Hfl���
>i CaRa �.
8. North Carolina Professional Engineer's seal, fttatgre, and dude; �® ...►«••..• (/ r'°•,,
TO: REGIONAL OFFICE WATER QUALM SUPEIR OOR
Please provide me with the classi$cation(s) of tba ?Wrfm woeM wdmhed(s), and appropriate river basin(s) 1AICTe
these activities will occur, as identified on the atts►obed ttaap www" ;
i '^mod)
Name(s) of surface watcrs an&river bash
Classifications) (as estnbllahed by the El
Proposed classifieation(s), if applicable:
River basin buffer rules, if applicable:
Signawre of regional office persrn 41;
FORM: WSCA 10/99
page 1 of 2
Date: / V -1/��/P2-
V,'PTEF 0:_, _1T*_ cr r
AUG 1
TO

TYPICAL WASTEWATER CONSTITUENTS
Provided by Con-Sery Water Recovery Systems, Inc.
MATERIAL SAFETY DATA SHEETS
VILLAGE CAR WASH
WASTEWATER RE --USE SYSTEM
Jackson County, N.C.
August 8, 2002
Job #0207J03
Prepared for:
Madden Realty & Builders, Inc.
Post Office Box 1363
464 Hwy 64 E.
Cashiers, North Carolina 28717
Ed Madden — Owner/Manager
[phone]
[phone]
Lofquist & Associates, Inc.
PLANNING
11 Citrus Drive
ENGINEERING DESIGNE ^T r
Sylva, NC 28779 (828) 586 - 1424
AUG 1 3

605 W. Brannen Road
Lakeland, Florida 33813
April 10, 1997
(941)644-69-C
(600) 868-98E
Fax [phone]
The following waste water analysis was performed from water samples taken from Beneva
Car Wash, Sarasota, Florida on March 27, 1997.
Be.neva Car Wash is using the CON-SERV Model V Waste Water Reclaim System.
The Certified Water Analysis was performed by Maruka MedTech Corp., of Osaka, Japan.
fl t� 13L
?. i v�% s,.f
>'I
f;..
.• ...,: it tt`'.`�.•:-:.; ... �.-..� ' ?:... < S �� ktY::> { t .. .'..:i ':i.(.• ..Y..f..
t
<1'd
SUSPENDED SOLIDS
1 BIO-CHEMICAL. OXYGEN DEMAND
<a.5
4.5
CHEMICAL OXYGEN DEMAND
n-HEXANE EXJRACT MINERAL OIL,, ETC.
<5,0
n-HEXANE EXTRACT ANIMAL OIL, ETC.
<5.0
TOTAL OXYGEN CONTENT (TOC)
S'"
0
FECAL COLIFORM
3.2
ODOR
4
COLOR
The overall summary of the waste water is that it is very clean and excellent for vehicle .washing
applications.
AUG
r.ra �nya r)-W A;?13S-NOD

m
W
TABLE- 5-23
TOXIC POLLUTANT CONCENTRATIONS AND LOAIJINGS IN ROLLOVER TYPE
CAR WASH RAW _WA5TF-WATE-RS
Pollutant
Maximum
Median
Mean
avg/facility
Nurnbera
conc.
cojtic.b
conch
Antimony
Arsenic
2/2
0.0025
0.0022
0.0022
0.000025
Beryltium .
1/6
0/6
0.0005
<0.0005
0.00008
0.00000091
Cadmium
Chromium
5/6
5/6
0.040
0.008
0.013
0.00015
Capper
till,
0.11
0.230
0.0t 3
0.027
.0.00031
Lead
W
1.1
0.09
0.11
0.0013
Mercury
Nickel
1/6
0.0006
0.47
<0..0001
0.50
0.0001
0.0057
0.0000011
Selenium
6/6
0/2
0`.20
0.11.
0.11
0.0013
Silver
0/2
Thalllum
0/2
Zinc
6/6
1.0
- 0.42
0.42
0.0048
Chloroform
4-nitrophenal
1/2
1/2
0.037
0.018
0.0002
Bis(2-ethylhexyl) phthalate
1/2
0.015
0.031
0,0075
0.000096
Di-n-octyl phthalate
1/2
0.016
0.016
0.008
0.00019
Methylene chloride
1/2
0.47
0.24
0.000091
0.0027
a Ratio indicates the number of samples in which the specific pollutant was found as compared to the
total number of samples analyzed.
b Blanks indicate values below analytical detection limits.. Appendix A lists representative detection
limits for each organic priority pollutant.

MATERIAL SAFETY DATA SHEET
IDENTITY:r'QU/CK DRY RINSE
HAZARDOUS
INGREDIENTSADENTITY INFO.
Quaternary Amine Mixture CAS#68604-75-1
< 20% OSHA PEL 400ppm ACGIH TLV 400ppm
2-Butoxyethanol CAS# 111-76-2
< 5 % OSHA PEL 25ppm ACGIH TLV 25ppm
PHYSICAUCHEMICAL
CHARACTERISTICS
BOILING POINT: 212 F
VAPOR PRESSURE (MM HG): ND
VAPOR DENSITY: ND
EVAPORATION RATE: <1.0
SPECIFIC GRAVITY: 1.02
FIRE AND EXPLOSION
HAZARD DATA
FLASH POINT: None
FLAMMABLE LIMITS: NK
EXTINGUISHING MEDIA: Pertaining to
surrounding fire
SPECIAL FIRE FIGHTING PROCEDURE: None
UNUSUAL FIRE AND EXPLOSION
PROCEDURES: None
REACTIVITY DATA
STABILITY: X
HAZARDOUS POLYMERIZATION: Will not
occur
INCOMPATIBILITY:
SUPPLIER
KC CHEMICALS, INC.
226 PENDLETON STREET
GREENVILLE, SC 29601
EMERGENCY NUMBERS
WITHIN SC: 800.922.1117
OUTSIDE SC: 803.765.7359
HEALTH HAZARD DATA
ROUTES OF ENTRY:
HEALTH HAZARDS:
SKIN CONTACT: Wash with soap and water
EYE CONTACT: Flush with water 15 mins.-see
M.D.
INGESTION: Do not induce vomiting -call M.D.
PRECAUTIONS FOR SAFE
HANDLING AND USE
SMALL SPILLS: Dry with absorbant
LARGE SPILLS: Flush with water down drainage
system
HANDLING AND STORAGE: Do not allow to
freeze
OTHER PRECAUTIONS:
CONTROL MEASURES
EYE PROTECTION: Good practice
PROTECTIVE GLOVES: ---
RESPIRATORY PROTECTION:
VENTILATION:
LOCAL EXHAUST: X
OTHER PROTECTIVE EQUIPMENT: Not
required
MECHANICAL (General):

MATERIAL SAFETY DATA SHEET
IDENTITY: ; KC POLY WASH J�
�— -- — -
HAZARDOUS
INGREDIENTS/IDENTITY INFO.
POTASSIUM HYDROCIDE CAS#1310-58-3
SODIUM METASITICATE PENTA HYDRETE
CAS#6834.92-0
PHYSICAUCHEMICAL
CHARACTERISTICS
BOILING POINT: 212 F
VAPORPRESSURE (MM HG): ND,
VAPOR DENSITY: ND
EVAPORATION RATE: <.10
SPECIFIC GRAVITY: 1.09
FIRE AND EXPLOSION
HAZARD DATA
FLASH POINT: None
FLAMMABLE LIMITS: rVa
EXTINGUISHING MEDIA: Pertaining to
surrounding fire
SPECIAL FIRE FIGHTING PROCEDURE:
UNUSUAL FIRE AND EXPLOSION
PROCEDURES: None known
REACTIVITY DATA
STABILITY: X
HAZARDOUS POLYMERIZATION: Will not
occur
INCOMPATIBILITY: NK
SUPPLIER
FCC CHEMICALS, INC.
226 PENDLETON STREET
GREENVILLE, SC 29601
EMERGENCY NUMBERS
WITHIN SC: 800.922.1117
OUTSIDE SC: 803.765.7359
HEALTH HAZARD DATA
ROUTES OF ENTRY: Eye and skin irritant
HEALTH HAZARDS:
SKIN CONTACT: Wash with water
EYE CONTACT: Flush with water 15 mins.-
consult M.D.
INGESTION: Give water, lemon or orange juice -
call M.D.
PRECAUTIONS FOR SAFE
HANDLING AND USE
SMALL SPILLS: Wash down with water
LARGE SPILLS: Flush with water down drainage
system
HANDLING AND STORAGE: Do not allow to
freeze
OTHER PRECAUTIONS: Good housekeeping
procedures
CONTROL MEASURES
EYE PROTECTION: Safety Glasses
PROTECTIVE GLOVES: yes
RESPIRATORY PROTECTION:
VENTILATION:
LOCAL EXHAUST: X
OTHER PROTECTIVE EQUIPMENT: Handle all
chemicals with caution
MECHANICAL (General):

MATERIAL_SAFETY DATA_SHEET4
IDENTITY:] RAINBOW CONDITIONER
HAZARDOUS
INGREDIENTS/IDENTITY INFO.
Cationic Surfactant Mix
CAS# <25%
OSHA PEL Not Determined
ACGIH TLV Not Determined
PHYSICAL/CHEMICAL
CHARACTERISTICS
BOILING POINT: 212 F
VAPOR PRESSURE (MM HG): ND
VAPOR DENSITY: ND
EVAPORATION RATE: NA
SPECIFIC GRAVITY: 1.05
FIRE AND EXPLOSION
HAZARD DATA
FLASH POINT: None
FLAMMABLE LIMITS: NA
EXTINGUISHING MEDIA: Pertaining to
surrounding fire
SPECIAL FIRE FIGHTING PROCEDURE: None
UNUSUAL FIRE AND EXPLOSION
PROCEDURES: NK
REACTIVITY DATA
STABILITY: XX
HAZARDOUS POLYMERIZATION: Will not
occur
INCOMPATIBILITY: NK
SUPPLIER
KC CHEMICALS, INC.
226 PENDLETON STREET
GREENVILLE, SC 29601
EMERGENCY NUMBERS
WITHIN SC: 800.922.1117
OUTSIDE SC: 803.765.7359
HEALTH HAZARD DATA
ROUTES OF ENTRY: Mild eye irritant
HEALTH HAZARDS:
SKIN CONTACT: Wash with soap and water
EYE CONTACT:
INGESTION:
PRECAUTIONS FOR SAFE.
HANDLING AND USE
SMALL SPILLS:
LARGE SPILLS:
HANDLING AND STORAGE:
OTHER PRECAUTIONS:
CONTROL MEASURES
EYE PROTECTION:
PROTECTIVE GLOVES:
RESPIRATORY PROTECTION:
VENTILATION:
LOCAL EXHAUST:
OTHER PROTECTIVE EQUIPMENT:
MECHANICAL (General):

r
Material Safety
Data Sheet
No. 34
Ozone
(Revision B)
Issued: February 1982
SECTION 1 — MATERIAL IDENT.M- — - A--TION Revised: August 1987
MATERIAL NAME: LOZONE_j
DESCRIPTION (Oriein/Uscs): O)b ned by passing air between two plate electrodes connected to an alternating cutrcnt source of
several thousand bolts. Frequently gencratcd by ciccaonic equipment. Used as an air and water
disinfectant; for bleaching textiles, oils and waxes. and in organic synthesis.
OTHER DESIGNATIONS: Triatomic Oxygen. Oi: MOSH RTECS #RS8225000: CAS #10028-15-6
HMIS Not Found
MANUFACTURER/SUPPLIER: Available from several suppliers. including: H i
F 2
R 1 1 4 i
COMMENTre S: Ozone is a severespuatory hazard. PPE' S
,See Sect. 8 K 0 I
SECTION 2 — INGREDIENTS AND HAZARDS
%
HAZARD DATA
Ozone, CAS # 10028-15-6: NIOSH RTECS #RS8225000
100
ACGIH Values 1987-88
TLV-TWA: 0.1 ppm. 0.2 mglm'®
TLV-STEL: 0.3 ppm. 0.6 mg/m' I
OSHA PEL 1986 (29 CFR 1910. Subpart Zi j
8 Hr TWA: 0.1 ppm, 0.2 mg/m' j
IDLH" Level: 10 ppm '
TOXICITY DATA
`This TLV-TWA is set to prevent ostensible or manifest
Human. Inhalation, TC,: 600 ppb/3 hrs
injury: yet. sufficiently prolonged continual daily repeated
Human. Inhalation. TC .: 0.2 ppm/3 hrs
eight -hour exposures may result in premature aging in a
Human. Inhalation. TC,: 100 pprn/I min i
manner similar to that from exposure to ionizing radiation.
Man. Inhalation. TCL.: 1860 ppb/75 min
,*Immediately dangerous to life or health
i
SECTION 3 — PHYSICAL DATA
315.4�F ( 193°C)
Boiling Point-169.42°F (-I l l.9°C) Mclting Point
Vapor Pressure >I atm Ok Volatile by Volume Imo'
Molecular Weight 48 Grams/Mole
Water Solubility Negligible
Not Listed
Density of Gas (Air = 1) 1.6 pH
Critical Temperature 10."°F (-1''_.1 "C) j
Appearance and odor: Blue -colored gas or liquid: characteristic odor often associated with elecmcal sparks or lightning in concentrations of
less than 2 ppm.
COMMENTS: The pungent characteristic odor of ozone is detectable above 0.01 ppm and becomes disagreeable (sulfurlike) above I to
bum. CAUTION: Olfactory fatigue develops rapidly, so do not use odor as a oreventative warning device.
j
SECTION 4 — FIRE AND EXPLOSION DATA I LOWER ! UPPER
1
Flammability I
I
Flash Point and Method Autoignition Temperature Limits in Air
Not Listed
Not Available Not Available % by Volume Not Listed
EXTINGUISHING MEDIA: Use large amounts of water spray or fog to put out fires involving ozone. This material increases the intensit_v of j
combustion as compared to the burning or exploding of material in air or with a comparable amount of oxygen gas. 0,(g). Use appropnate
fire -fighting techniques to deal with the surrounding material.
UNUSUAL FIRE/EXPLOSION HAZARDS CAUTION: Ozone is a powerful oxidizing agent. and during fires or heated condition soiutions
containing ozone exolode when warmed -
SPECIAL FIRE -FIGHTING PROCEDURES: Wear self-contained breathing apparatus with full facepieces operated in a pressure -demand or
!
other Dositive-txessure mode.
SECTION 5 — REACTIVITY DATA
Ozone is not stable. Hazardous polymerization cannot occur.
CKEMICAL INCOMPATIBILITIES: Ozone is chemically incompatible with all oxidizable matenals, both organic and inorganic.
CONDITIONS TO AVOID: Avoid ignition sourn sources such as heat. sparks and open flame. Ozone is unstable at ordinatemperatures because
it spontaneously decomposes to oxygen gas. Keep it away from heat, flame. strong reducing agents, and combustible materials such as _reuse. !
oils and fats.
PRODUCTS OF HAZARDOUS DECOMPOSITION: Ozone spontaneously decomposes to oxygen gas even at ordinan room temperatures
SECTION 6 -- HEALTFI HAZARD INFORMATION
I
Ozone is not listed as a carcinogen by the lv1r, or writ,-
SUMMARY OF RISKS: High concentrations of ozone may cause severe imtation of the eyes and respiratory tract. Exposure abose 0.1 ppm
Causes the mucous membranes of the mouth, nose and throat to drJ' A short exposure at 1 to � ppm causes headache as %�CII as ir'::auon to the
ti„ ih,,, < mnmmt cuhsidr when the exposure ends High concentration, and/or repcaicd or proiongcl! rrP0'11:1' .lh')\C Inc

ACGIH/OSHA exposure lirruts produce nausea. chest pain. coughing, dyspnea, fatigue, reduced visual nrtury and pulmonary e ema. CAUTION:'
Symptoms of edema may be significantly
lnhalauon of >20 ppm for at least 1 hour (or 50 ppm for at least In hour) may be fatal. pulmonary
delayed (one or more hours) from the ume of initial exposure. Toxic effects reported include eye sidn and CNS effects.
SECTS: The acute damage from
TARGET ORGANS: Respiratorysystem eyes. PRIMARY ENTRY: Inhalation. ACT
ozone appears to be the result of its oxidizing effect upon contact with tissue. The acute effects of ozone inhalation include eye irritation,
halon) effects on the
mucuous membrane irntaiion and pulmonary edema CHRONIC EFFECTS: Respiratory disease- Deleterious (ozone man
lungs and acceleration of tumors have been reported as chronic effects on exposure to ozone.
Workers with a history of heart or lung problems must be
*MEDICAL CONDITIONS AGGRA VATED BY LONG-TERM EXPOSURE:
prevented from industrial exposure to ozone. Individual susceptibility to injuries from ozone varies significantly. Because of a certain enzyme
deficiency, particular persons may become ill from ozone exposures that are readily endured by workers without this condition.
FIRST AlD: EYE CONTACT: Flush eyes, including under the eyelids. promptly and gently with plenty of running water for 15 minutes. Get
medical help.' SKIN CONTACT: Skin contact with cryogenic liquid ozone will cause severe frostbite or freeze burns to dermal layers.
Prolonged or repeated skin contact will increase the severity or depth of these burns. Get medical help.- INH_ ICON: Remove victim to
fresh air: restore and/or support his breathing as needed. Move victim to a 100% oxygenated atmosphere. Get medical help.' Observe victim
carefully for delayed onset of pulmonary edema. Keep him warm. quiet and still. IN LE_S i70N: As a gas or cryogenic liquid, ozone is unlikely
to be in¢ested.
`GET MEDICAL ASSISTANCE = IN PLANT, PARAMEDIC. COMMUNITY. Get prompt medical assistance for further treatment. observa-
tion. and support after fast aid.
SECTION 7 — SPILL, LEAK AND DISPOSAL PROCEDURES
SPILL/LEAK: Before using ozone. it is essential that proper emergency procedures be established and made known to all personnel Involved in
handling iL Use approved NIOSH respirators in emcrgency/IDLH conditions. Ozone leaks may be detected by exposing paper impregnated with
deed 4% potassium iodide to the suspected leak. if the paper rums brown. it is an indication that ozone is present.
DISPOSAL: Provide ventilation to dilute and disperse small amounts of ozone into the outside atmosphere. Follow Federal, state and local
regulations.
Ozone is not designated as a hazardous substance by the EPA (40 CFR 1 16).
Ozone is reported in the 1980 EPA TSCA Inventon.
EPA Hazardous Waste Number (40 CFR 261): Not listed
EPA Reportable Quantity: Not listed Aquatic Toxicity TLm: Not listed
Ozone is an OSHA Air Contaminant (29 CFR 1910.1000. Subpart Z. Table Z- I
SECTION 8— SPECIAL PROTECTION INFORMATION
GOGGLES: Wear protective eyeglasses or chemical safety goggles.
frost�ite or free e p r-s teem
GLOVES: Wear impervious gloves made of neoprene or rubber with fully protective gauntlets to protect against
cryogenic liquid ozone.
RESPIRATOR: For IDLH/unknown concentrations. use a self-contained breaching apparatus with a full facepiece operated in a pressure -demand
or other positive pressure modes.
OTHER E01-11P!MENT: Wear rubber boots, prowLbve a-prons and other protective clothing to prevent any possible skin contact with liquid ozone
that would result in frostbicc/freez^r burns.
VENTILATION: Provide general and local exhaust ventilation to meet ACGIH exposure values. Provide ventilation co dilute and disperse small
amounts of ozone into the outside atmosphere. Ozone is highly toxic and properly maintained engineering ventilation systems are crucial to a
safe work environment.
SAFETY STATIONS: Make eyewash stations, washing facilities and safety showers available in areas of use and handling. Contact lenus pose
a special hazard: soft lenses may absorb irritants and all lenses concentrate them.
SPECIAL CONSiDERATiON- See Calabrese et al.. J. Toxicol. Health 1 1977) 2:709.
SECTION 9 -- SPECIAL PRECAUTIONS AND CONWFINTS
STORAGE SEGREGATION: Prevent ozone from coming into direct physical contact with strong acids or bases or with strong oxidizine/
reducing agents. SPECIAL HANDLING/STORAGE: Ozone can be stored for prolonged periods as a liquid under cryogenic conditions.
as ozonides formeo from unsaturated
CAUTION Solutions containing ozone can explode when warned. Also, some products of reaction such
CONTROLS: Install ventilation systems that are able to maintain ozone use concentra-
hydrocarbons may be highly explosive. FNGINFERING
tions below the ACGiH/OSHA exposure limits (see sect.2). Minimize or eliminate all sources of ignition such as open flame or sparks.
O 1 HER PRECAU T iGNS: where ozone is generated (or where iigqui�f czone is s.cred cr used). e'plesion hazards exist and must be avoided by
proper planning, equipment, engineering systems, training and work practices.
TRANSPORTATION DATA: (Per49 CFR 172.101-2):
DOT Hazard Class: Poison A DOT ID No. NA 1953 IMO Class: 2.3
IMO Required Label: Poison Gas DOT Shipping Name: Poisonois Gas. Flammable. NOS
DOT Required Label: Poison Gas and Flammable Gas
References: 2, 4-9. 12. 14, 16. 17, 27, 31. 37, 38. 73. 87-94, P1
Judgements as to the suitability of inforrnuion herein for purchaser's purposes
Approvals
.tic ncccssanly purchasers responsibelity Therefore. although rcasonablc can:
has hccn taken in the prcparauun of such information. Gcnium Publishing Corp.
Industrial Fiygicne/Safety
catenJ% no warranuc,. nuke, nu representations and assumes no responsibility
y, to ine uccuracs or ,uiubiluv of such intorrnauun for aophcauun to
Medical Review
putcn—t-r, inecndcu Purrow, or iirr cnnscqucnccs ul its u,c

=8 I re, I M&A-PT01i ff I of*
OlRhd%-PT=ATAff VvjVwlffllFIVw

.co"OSERV
presents
WATER RECOVERY TECHNOLOGY TO MEET THE NEEDS OF THE NEXT
GENERATION VEHICLE WASHING EQUIPMENT
• High capacity quality water production
• Integrated continuous duty ozone
re -circulation
• Space saving design
• Adaptable for zero discharge
• Easy to install requires minimal services
• Can be retrofitted to existing locations.
• Enzyme injection systems
Along with the tremendous growth of the vehicle
washing industry comes demands for manu-
facturers to produce higher quality, long lasting,
easy to operate and easy to maintain equipment.
Con-Sery Water Recovery Systems has
dramatically changed the traditional methods of
reusing water. The old days of pumping dirty and
wax laden water on the surface of vehicles are long
gone.
Con-Sery Water Recovery Systems uses a
combination of innovative new concepts and
proven technologies to provide the highest quality
wash possible. Because of its superior quality. the
reclaimed water can be used in many more
applications than basic recycled pit water.
Con-Sery Water Recovery Systems incorporates
mechanisms for the latest in ozone andior biological
treatment. Using one or a combination of both.
assures the removal of color and odor. This portion
of the system. the most up to date dosing and
injection of components. accurately dispenses
precise amounts.
Con-Sery Water Recovery Systems offers state of
the art stainless. self-cleaning filters. as .vell as the
standard washable reusable type. The filtration of
this unique recovery system takes all the above
mentioned pretreated water and filters particulates
to micron levels to suit your needs.
Billions of'Gallons of
Experience Over Two
Decades of
Maniyckmring Water
Re -Use Equipment for
the Vehicle 4.11shim,
Ir�clu.,�n'v
STANDARD ARE THE OBVIOUS CON-SERV OUALI'AUES] 3
User Friendly - Quality Construction Performance • Low cost to operate Ine_ypensive to purchase
Please take tirne to read the rol'lowin,, inrormatiun. It will help you to discover why CON-SLRV 6ILIIPmcrit IS I IC ['i lit_"C 101cNONI-DiSCKARGci

TREATMENT METHODS FOR WATER RECOVERY SYSTEMS
WHAT IS OZONE, AND WHY IS IT
USEFUL
Ozone may be generated by man in small
quantities. Ozone is oxygen atoms, 0,, which
have been activated to accept an extra oxygen
atone. and combine to form the Ozone molecule,
0;.
Ozone is inherently an unstable molecule and
will react with a great variety of materials in
order to return to its more stable oxygen, 0,.
state. In fact, if the Ozone molecule cannot
react with any material, it will naturally decay
within 20 to 40 minutes after generation. This
reaction with other materials. Oxidation, makes
Ozone very attractive in purifi ing water and
waste water.
Ozone will attack and destroy viruses. bacteria,
and other pollutants up to 3000 times faster than
chlorine. It works more effectively and
efficiently, because it attacks bacterial cell
walls. causing instant cell destruction. Ozone
will react with hvdroQen sulfide (the chemicals
that make water smell like rotten eggs) and
alleviate much of the bad smell. In most
reactions, noticeable clarification of cloudy or
discolored water will occur. Unlike chlorine,
Ozone has no residual, and leaves no chemical
by-products in the water. (See Ozone Reaction
Diagram.) In short, Ozone is the most powerful
and safe biocide known today that can be
employed to help purify water and .vaste water.
for vehicle wash systems.
NATURAL ENZYMES AND HOW THEY
WORK
Natural enzymes are a unique part of chemistry
for conversion of by-products of the water
recovery industry. Unlike chemical oxidizers
(chlorine), enzyme formulas are non -toxic and
degrade most organics by breaking down the
contaminated molecules until they are reduced
to their elemental constituents: carbon dioxide
and water.
Ho-,v are Natural Enzymes Derived?
Natural enzymes are a renewable source.
through the natural fermentation of seaweed.
malt, Vmolasses, and vegetable matter. Small
amounts of non -toxic stabilizer are added to the
formula to prevent it from becoming polluted
prior to each use.
Enzymes -a Totally Different Approach
Enzymes enhance the qualir, of reclaimed
water, in a safe manner, without the use of
strong corrosive oxidizers that cause damage to
equipment and pose a health risk to employees.
This rvpe of water treatment is completely
natural and will not cause irritation to eyes or
skin.
Con -Sere Water Recovers- Systems offers
Automatic Dosing in all models of enzyme
recovery systems. Con -Sere uses a safe.
dependable, dose -injecting dispenser. This
method allows up to 90 days of unattended
dispensing. This hype of programmable pump
and timer will dispense exact proportions to
accommodate the variable size and capacity of
reclaim storage tanks.
ENZYMES AND/OR OZONE ARE POWERFUL TOOLS THAT
YIELD USABLE WATER FROM WASTE WATER
Proper treatment will:
• De -color dye laden effluents
• Pre -treat organic and inorganic materials and remove algae
• Aid coagulation of suspended solids; oils. waxes, detergents
• Prevent odor buildup due to decomposition of organics
Con-Sery employs the
latest in 1'1•'ater Recovery
Technology to control
odor and bacteria by
using Ozone Treatment
and/or Enzyn?e Injection

THE USE OF OZONE AND FILTRATION IN WATER RECOVERY SYSTEMS
Ozone is a very effective oxidizing agent which will
help in purification of water and waste water by
attacking both organic and inorganic substances. It
then reduces them to more desirable oxidized
chemical forms without the by-products of undesirable
residual chemicals.
It must be understood from the beginning that ozone is
not a panacea for the water world. It must, instead, be
considered as one tool of a combination of available
tools which can be used in various combinations to
achieve the desired water quality.
Other tools which must be considered as part of the
total purification system design are: water pumps, air
pumps, ozone injection techniques, filters, biological
additives, electrolysis systems, oxygenation
techniques, holding tanks, facilities design, etc.
In order to design a complete purification system
(which includes the specification of ozone equipment)
many factors must be considered;
Some of these factors are:
• The water quality available
• The levels and types of contamination
• The end water quality required
• The amount of water to be purified
• The filter components to be used and order of
arrangement
• The most cost effective methods and options
As can be seen from all of these variables, the choice of an optimum system is not simple. Each and ever-
application may call for a very different and unique solution.
Integration of ozone capabilities, coupled with judicious selection of available tools and Filtration techniques. [Must be
accomplished to provide the water quality desired.
HOW IS CON-SERV A SOLUTIONS DRIVEN ORGANIZATION''
The "CON-SERV" systems were designed to provide a "turnkey" approach to the dilemma of choosing the correct
sized ozone systems, pumping stations, and filtration systems.
The CON-SERV Models are self-contained to provide the proper pumps, ozone system, and filtration: tailored for
virtually any size vehicle wash station. All are mounted on a single, relatively small, footprint frame with convenient
hook-up points.
The CON-SERV STANDARD SERIES maintenance requirements are limited to changing, and/or cleaning filters
periodically, which can be accomplished easily, in minutes, with virtually no down -time.
The NEW SCF SELF CLEANING SERIES, heavy-duty stainless steel backwashlil, Fltcrs, aut0illatica1lN cic;ul
and purse continuously, making Filter changing a thing of the past.

DESCRIPTION OF THE CON-SERV SYSTEM OPERATION
(REFER TO THE CON-SERV FLOW AND CONNECTION DIAGRAM)
OZONATION AND RE -CIRCULATION OF THE N`'ASTE WATER
Even if the demand for treated water has.ended and
the primary pump is off, the re -circulation pump and
the ozone generator remain in the on position and will
run continuously. The re -circulation pump will draw
water from the last tank and force it into a vortex
particle separator where heavy sand and dirt particles
are extracted and returned to the drain sump via the
waste valve located at the separator base.
The %rater is then forced through the ozone
injector/bypass where ozone and dry air are injected
into the waste eater tlov, .
lnunediaiely. the ozone starts to react with the organic
and inornnic materials in the %paste %pater; this
reaction continues as the eater is transferred back into
the holding, tank No. 1.
The ozone reacts with the oils. waxes, d%es, and
solvents to de -emulsify these materials where the\- are
removed from the water in the form of floatin<„ dirty
foam. Tliis foam may he removed with oil absorbent
cloth materials. or it may be floated off to a holding
bin via overflow of the No. I holding tank.
The ozone reacts with the organic materials by
oxidation. Bacteria cells are killed and turned into a
,lobule material which may be easily captured by post
filtration. Killing the bacteria cell prohibits the
accumulation of odor associated \vlth reclaim water.
When the ozone reacts with the inorganic materials in
the water b\ chemical oxidation reactions. these
materials turn into an inert oxide chemical form. This
either settles out of the %pater or is caught in post
filtration.
This ozonation process ma\ be timed for small
holding tanks with rnoderatel\ dim \rater. or may be
left to run continuously for lamer tanks.
FILTRATION AND PROCESSING OF THE OZONATED WASTE `WATER
when processed water is required. the priman- pump
may be remotely energized from a dry contact source,
or from an optional on board pressure switch and
bladder tank.
Ozonated waste water is drawn from holding tank No.
into the primary pump basket, where large debris is
captured prior to entering the pump.
The water then enters the primary filter where all
particles and ;lobules larger than 25 micron cross
section are captured. This filter may be easily and
quickly cleaned or replaced. After leaving the primary
filter, the water enters the secondary filter
where chemicals. oils. and small debris (larger than
micron cross section) are removed.
The water is now ven- clean and free of chemicals.
dved organic and inorganic materials. and ready for
re -use.
The Con-Sery systems are equipped with filter
monitors which indicate when the filters are becoming
blinded with debris.
Maintenance of the system is to simply inspect and
clean the pump basket strainers regularly. Clean
and/or replace the primary and secondary filters as
indicated by the filter monitoring gauges.
AUG i
NOW-GISCHIARCE PEP,..`

THE TRI-PLEX FYLTRATION PROCESS
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PAIILR]t F. (AScuAfjQ PLOW
caw-SaRV

OZONE GENERATION METHODS
CON-S ERV SYSTEMS INVOLVE THE USE OF AN OZONE GENERATING CHAMBER CONSISTING OF THE
FOLLOWING CONFIGURATION:
it. A hior'2'h voltage 50/60 Hz transformer
b. A high voltage electrode
c. A low voltage ground electrode
d. An insulating material between b & c
e. An air passage between b & c
C D R 14 A
&I to <V b
e
LOW FREQUENCY CORONA DISCHARGE
The high voltage from the transformer (usually 5 to
10 Kilo Volts) is applied to the electrode (b) which
creates a very h10 electric field across the air gap
(about I to 2 mm) between them.
The electric field is prevented from arcing across the
ap by the insulation material (d.) This insulator
also tends to even Out the electric field across the air
gap. thereby creating a high voltage -corona" or
..plasma" within the air zap.
As air (oxvgen)is passed through the air gap (e), the
hl(-),h voltage field will excite some (about I% to 3%)
of the molecules of oxygen (0-)) into becoming
(03-)
This ozonated air (oxygen) may then be mixed -,vlth
water or air to help oxidize impurities within the
media, thus -purlf-Ing- the media. This method of
generating ozone is very efficient. and cost effective.
and for these reasons. this is the most widely used
method of generating larger quantities of ozone.
6�
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CON-SERV, THE RIGHT SYSTEM TO BEST FIT YOUR APPLICATION NEEDS
The Con-Sery equipment product line is designed to
operate in conjunction with the majority oftoday's
vehicle washing systems. Con-Sery equipment will
provide wash quality water from 65-125 GPM. Most
systems in the product line offer adjustable particulate
settings as low as 5 microns. Changing the flow rate
and the particulate range is accomplished quickly and
easily by choosing from the wide variety of media
selections. Applications that require higher volumes
of reclaimed water can be accommodated by using
combinations of Con-Sery equipment to achieve the
desired flow rate and particulate rating. The new Con-
Sery Series facilitates the use of inexpensive, yet
reliable pre -filters that can be cleaned and reused
many times.
In addition. we now offer the new Con-Sery
,vI;Ilenn'um Series of Self Cleaning Filters (SCF.)
This new series can be ordered as an option on all
standard Con-Sery models. Con-Sery is now
manufacturing a new free standing SCF unit that can
be added to existing standard water recovery systems.
Con-Sery uses the latest technologv in ozone
treatment to control odor and remove color. Con-Sery
was the first to introduce Tri-Plea Filtration to the
vehicle washing industry. This unique method
incorporates the use of ozone to enlarge particulate
size to allow the Filter array to capture or adsorb the
contaminates.
VEHICLE WASHING
Con-Sery Manufacturing produces a large varier, of
standard systems For most vehicle washing
applications. In addition, custom built systems can be
developed for specific applications. -Vehicle washing
requirements will vary with each different application.
The amount of wash water used will vary with
different types of washing equipment. SVStemS w.;th
large volume application pumps will require high Flow
rates. The vast majority of the pumping stations will
be sensitive to particle size in the recovered water.
Con-Sery Systems offer a wide range of Filter options
to choose from, combined with a knowledgeable staff
with twenty -Five years of experience.
SELF SERVICE
The self service environment can be one of the most
difficult places to implement a water recovery system.
Most self service locations are typically unattended,
and a vast array of undesirable contaminants can be
washed Into the; bay sumps.
The most successful recovery of water in self service
operations is done using a combination of
prerequisites. Discussion of these methods are
available by contacting Con-Serv.
IN BAY AUTOMATIC (STANDARD)
The standard type friction systems are easily adapted
to Con-Sery recovery systems. Unlike the self service,
the quality of the water entering the clarifying tanks is
higher in quality due to a regulated environment. This
type of wash system is a low volume user. Most car
wash systems will only require a minimal amount of
fresh water for final rinse.
IN BAY AUTOMATIC (HIGH PRESSURE)
The typical high pressure automatic will use a large
volume of water and chemicals. This water IS usual!,*
applied by high pressure or h;1?h volume pumps.
Incorporating the Con-Sery Recover} system into this
type of application sees uses for undercarriage. rocker
panel. and high pressure wash applications. The
balance of the water would be used as a Final rinse or
For the spot free process.
TUNNEL TYPE APPLICATION'S
The Con-Sery Tunnel Systems are manufactured with
the owner.`operator in mind. The Con-Sery S%stem is
probably the only piece of equipment that substantial[,,
adds to the bottom line by saving on the ever;ncreasin«
cost of water and sewer. In most cases. the cost of the
Con-Sery equipment is substantially reduced by the
savings on impact fees associated with the utilities at a
new location. Con-Sery Recovery Systems can provide
clean odor free wash quality water for - Prep Gun;,
Cool Down. Under Car, Tire/Rocker Blasters, Hiuh
Pressure Pumping Stations and most of the wash
portions of the car wash r_lnnel.
INDUSTRIAL
Con-Sery design built systems can be manufactured for
new or pre-existing locations. We can supply drawings
and information, ;nclud;ng system ou;delincs and
estimated cost savings For most applications. With our
experience in water recovery technologv. we can
provide a wide variety of c yuipment [a;lored to special
requirements and environmental needs. l hese
applications Include transportation, a,r;Cultural, rental
or heavy duty construction equipment.

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WATER RECOVERY
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www. con-servwater. com
Your Answer To Washwater
Clean -Up And Recovery
The Newest Innovation To The Vehicle Washing Industry
Ozonation And Triplex Filtration
Flow Rates From 60 To 125 GPM

f
l\
The following data represents a study that was conducted by an accredited independent
testing company, Andaman and Associates of Orlando, Florida. The study was conducted
at Shiner's Car Wash, 7300 South Orange Blossom Trail; Orlando, Florida on Larch 24.
1989.
jn our estimation, depending on the type of car wash facility, this viater loss will vary from
3 to 8 gallons per car, as an average.
Time
Meter
Reading
(gallons)
� Elfpsed Volume of
' Time W=r Used
(minutes) 1 (gallons)
Number of Gallons of
Cars Water Per
Car
2:02
t 3484783
2:17
348484i
15
58
10
5.8
2:2? 3484995
10
44
6
7.3
i 2-37
3484930 10
45
is '
2:47
I 3494966
10
36
7 i 5.1
3:07
3485043
20
77
10
7.7
3.17
3485093
10
i 50
8
6.2
3:27
3485116
10
23
6
3.8
Total
=85
=333
=50
Avg.6.67
AUG i
�,� r,ai,,i n>77C_I,ull t)Gll=?ht,Q!Gq QT'r T 'nG1:-.-gT;r'n

Ir
ll'� la:16 sh �aa2 ea=:ON-SER'-J MFG PAGE o
N! EVW.1 11 F
-S E `V
WER BROVERY 8Y3110
"Saving Our World's Watcr"
The purpose of this document is to provide an expianation of the operation of a Con-sery Water Recover;:
system coupled with a typicai High Pressure In Bay Automatic Car Nash. The product line of equipment
offered by Con-sery Manufacturing is designed to recovery water for . ehi;le wash facilities which range IrOrn
sewer accessibility to Full closed loop wish no discharge capabilities.
The following scenario is presented as the typical use of water in a high oressure car wasl.
j N*,l,, fiber Cf
Duration
Gallon:
T`•pe of
fI Function Passes
I
(seconds;
GPM Used
�l'ater
I
Under Carr-nge I
Reclai:n
�.�
Fresh
I -VP soap Was:
20
-5 23.3
Reclaim
P• -Rinse 1
20
3
Spot Free Rinse
70
14 4Spot
Frce Fresh
Total Gallons �,-sed per Nash
4-5
Fresh 8•.0 Gal
Rcc!aim 38.0 Gal
T he purpose of the water recovery system is to provide the :`unctions designated as reclaim The reclaim
process utilizes equipment and holding tanks which will conditior, and filter the ware. to a state of
ac_eptability for the wash and ri^:se functions of the car wash. The scenario presented above would be a
closed loop environment since the amount of ,-.ater used in the vehicle wash process would see a tonal us2ge
of 4b gallons, 38 gallons of reclaimed water with S gallons of fresh v.,-ater. All of the water used ir: the wash
process will go directly to storage tanks used by the water recovery equipment. The 8 gallons of fresh water
added in each wash cycle serves as a-alanctiig factor for maintaining the total amount in the storage system.
Understanding the concept of adding fresh water to balance amount of water in the total storage system Is
critical to operating a car wash in a closed loop environment It must be understood that the Car Wash uses a
high pressure pump which blasts water through nozzles at I000 PSI. This means each time the high pressure
pump is activated, water is lost through evaporation and blow off since the high pressure process actually
atomizes water. The other water loss factor which occurs in the wash process sees the veliicie actually
carrying e�water in it's undercarriage, cracks and crevices. The water loss factor is compensated via adding
fresh water through the rinse process "normally 8 gallons but can be regulated by the rinse pressures actually
used).